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HomeMy WebLinkAboutB07-0066TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT MF BUILD PERMIT Job Address.: 635 LIONSHEAD PL VAIL Location......: LIONS SQUARE LODGE NORTH Parcel No....: 210107204001 OWNER LIONSQUARE LODGE HOA 660 W. LIONSHAED PLACE VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A #202 #202 03/23/2007 Status.....: ISSUED Applied...: 03/23/2007 Issued ...: 02/19/2009 Expires...: 10/12/2008 03/23/2007 Phone: 970 - 476 -3082 03/23/2007 Phone: 970 - 476 -3082 Desciption: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Occupancy: R2,SI,S2 Type Construction: IIIB,IA, Valuation: 5,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 37053 SENT 5/1/07 FEE SUMMARY ** s##****************#*#* s # * * * * * * #s * # * } * } # * # * * # * } } * #s # # ## Building ------ > $56,708.75 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> 150, 473.50 Plan Check --- > $56,708.75 Recreation Fee--------- - - - - -> $37,053.00 Additional Fees ---------- > $7, 682.77) Investigation -> $0.00 TOTAL FEES ------------- > 150,473.50 Total Permit Fee --------- > 142, 790.73 Will Call - - - - -> $3.00 AP Payments ------------------- > 142, 790.73 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/01/2007 jplano Action: CR CORRECTION LETTER SENT 5/1/07 06/14/2007 MROYER Action: DN Correction letters sent to applicant 06/14/2007. Waiting for response. 09/12/2007 jplano Action: DN Corection letter sent on Sept. 12 2007. 01/29/2008 mroyer Action: AP B07 -0066 is approved IR #3616 Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 03/17/2008 ependley Action: CR Letter sent 3/7/08 Permit #: B07 -0066 Project #: ?? regarding interior finishes 03/17/2008 jplano Action: CR New drawings submitted combining core /shell and interiors. Changes also incorperated, design team has been notified not to respond to letter sent 3/7/08 until new drawings are reviewed. 04/04/2008 jplano Action: CR SHELLY HAS INDICATED THE DRAWINGS COMBINING THE CORE AND SHELL WITH INTERIORS WERE SUBMITTED IN ERROR. THE INTERIOR DRAWINGS SHOULD NOT HAVE BEEN INCLUDED, THESE SHOULD HAVE BEEN UPDATED CORE AND SHELL DRAWINGS ONLY. SB, TOV OFFICE AND FIELD SETS WERE RETURNED TO THE APPLICANT. 04/04/2008 jplano Action: AP B07 -0066 is approved IR #3616 - Core and Shell only Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 08/20/2008 jplano Action: AP Approved ASI 1 -4, need Public Works approval to issue. 08/25/2008 jplano Action: AP Rev 6, IR8240, Drawings date stamped Jun 24th 2008, ASI 1 -4 Approved with conditions red -lined on plans - $360.00 due 09/22/2008 jplano Action: AP INTERIOR DRAWINGS APPROVED, DATE STAMPED BY SAFEBUILT ON JUNE 13, 2008. REV2 /IR6768 01/08/2009 jplano Action: AP Rev8, IR9520, Window changes and changing from raised floor to slab in some areas approved. 3 hours plan review due = $180.00 Item: 05400 PLANNING DEPARTMENT 04/06/2007 bgibson Action: AP 06/14/2007 bgibson Action: PA revisions approved by planning 06/14/2007 bgibson Action: PA traffic control system submittal approval by planning 07/03/2007 bgibson Action: PA 2nd round comment responses approved. office set routed to John Plano. 09/05/2007 bgibson Action: PA 8/14/07 corrections approved by planning 10/22/2007 bgibson Action: NA 10/17/07 corrections not applicable to Planning. Office set route to SafeBuild. 06/11/2008 bgibson Action: DN 6/5/08 revisions denied by planning - exterior elevations must be updated to show proposed exterior window and door changes. Plans routed to John Plano. 08/01/2008 bgibson Action: PA 6/24/08 revisions approved by planning 01/07/2009 bgibson Action: AP 12/19/08 revisions Item: 05600 FIRE DEPARTMENT 05/02/2007 mcgee Action: DN 1. Location of Fire Command Center is not approved. 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). 5. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes. 07/31/2007 mcgee Action: PA plans are stated as "schematic only ". Full detection is required per TOV adopted codes and standards. Final approval is subject to review of shop drawings. 01/28/2009 mvaughan Action: AP ASI #5 02/09/2009 mvaughan Action: AP recieved staging and access plans dated Jan 29 Item: 05500 PUBLIC WORKS 04/23/2007 tk Action: DN Comments provided to applicant 06/20/2007 tk Action: DN Comments provided to applicant dated 6/8/07 04/03/2008 tek Action: CR Comment provided to applicant in Memo dated 4 -1 -08 04/11/2008 tk Action: AP Full Building Permit approved with condtions 04/17/2008 is Action: APCR Staging plan is approved but waiting on additonal information. 1. Public Way permit and fee 2. Traffic Control plan 3. Emergency Contact List 4. Construction Schedule 5. Emergency access plan to Vail FD 6. Address sweeping issues 7. Communication regarding heated Lionshead Place and sidewalk with KK Mech. and Gallegoes Masonary/ Brick Pavers 09/04/2008 tk Action: AP Approved ASI #1 -4 See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B07 -0066 as of 02 -19 -2009 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT MF BUILD PERMIT Applicant: J.L. VIELE CONSTRUCTION 02/19/2009 970 - 476 -3082 Job Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Parcel No: 210107204001 Description: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Applied: 03/23/2007 Issued: To Expire: 10/12/2008 **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C on di t i ons: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0009879 Building Permit Approved with the conditions stated on the memo dated 4/10/08. ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090000165 Amount: $180.00 02/19/200911:03 AM Payment Method: Check Init: SAB Notation: 14152 J.L.VIELE ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 142,790.73 This Payment: $180.00 Total ALL Pmts: 142,790.73 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300, PLAN CK - project GFP012 180.00 Impor4lo Cover Imo. isle, P-4, ge�v $ 1 f(z°IS2o I�j;o%,davv c lnarl. glab�� -Fade - �,cndct:Fic+� �Fe.es �jue � 1 �0 - QO To . o f Vail � Y 1/►aloe TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT MF BUILD PERMIT Permit #: B07 -0066 Project #: ?? _�CC C)(1 —00IT121 Job Address.: 635 LIONSHEAD PL VAIL Status.....: ISSUED Location......: LIONS SQUARE LODGE NORTH Applied...: 03/23/2007 Parcel No....: 210107204001 Issued ... 0ZI 'ag16 Expires...: 10/12/2008 OWNER LIONSQUARE LODGE HOA 660 W. LIONSHAED PLACE VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A 03/23/2007 03/23/2007 Phone: 970 - 476 -3082 #202 03/23/2007 Phone: 970 - 476 -3082 #202 Desciption: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Occupancy: R2,S1,S2 Type Construction: IIIB,IA, Valuation: 5,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 37053 FEE SUMMARY Building - - - - -> $56,708.75 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> 150, 473.50 Plan Check —> $56,708.75 Recreation Fee--------- - - - - -> $37,053.00 Additional Fees ---------- > $7,862.77) Investigation -> $0.00 TOTAL FEES ------------- > 150,473.50 Total Permit Fee --------- > 142 610.73 Will Call - - - - -> $3.00 Payments ------- — ---------- > 142, 610.73 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/01/2007 jplano Action: CR CORRECTION LETTER SENT 5/1/07 06/14/2007 MROYER Action: DN Correction letters sent to applicant 06/14/2007. Waiting for response. 09/12/2007 jplano Action: DN Corection letter sent on Sept. 12 2007. 01/29/2008 mroyer Action: AP B07 -0066 is approved IR #3616 Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 03/17/2008 ependley Action: CR Letter sent 3/7/08 regarding interior finishes 03/17/2008 jplano Action: CR New drawings submitted combining core /shell and interiors. Changes also incorperated, design team has been notified not to respond to letter sent 3/7/08 until new drawings are reviewed. 04/04/2008 jplano Action: CR SHELLY HAS INDICATED THE DRAWINGS COMBINING THE CORE AND SHELL WITH INTERIORS WERE SUBMITTED IN ERROR. THE INTERIOR DRAWINGS SHOULD NOT HAVE BEEN INCLUDED, THESE SHOULD HAVE BEEN UPDATED CORE AND SHELL DRAWINGS ONLY. SB, TOV OFFICE AND FIELD SETS WERE RETURNED TO THE APPLICANT. 04/04/2008 jplano Action: AP B07 -0066 is approved IR #3616 - Core and Shell only Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 08/20/2008 jplano Action: AP Approved ASI 1 -4, need Public Works approval to issue. 08/25/2008 jplano Action: AP Rev 6, IR8240, Drawings date stamped Jun 24th 2008, ASI 1 -4 Approved with conditions red -lined on plans - $360.00 due 09/22/2008 jplano Action: AP INTERIOR DRAWINGS APPROVED, DATE STAMPED BY SAFEBUILT ON JUNE 13, 2008. REV2 /IR6768 01/08/2009 jplano Action: AP Rev8, IR9520, Window changes and changing from raised floor to slab in some areas approved. 3 hours plan review due = $180.00 Item: 05400 PLANNING DEPARTMENT 04/06/2007 bgibson Action: AP 06/14/2007 bgibson Action: PA revisions approved by planning 06/14/2007 bgibson Action: PA traffic control system submittal approval by planning 07/03/2007 bgibson Action: PA 2nd round comment responses approved. office set routed to John Plano. 09/05/2007 bgibson Action: PA 8/14/07 corrections approved by planning 10/22/2007 bgibson Action: NA 10/17/07 corrections not applicable to Planning. Office set route to SafeBuild. 06/11/2008 bgibson Action: DN 6/5/08 revisions denied by planning - exterior elevations must be updated to show proposed exterior window and door changes. Plans routed to John Plano. 08/01/2008 bgibson Action: PA 6/24/08 revisions approved by planning 01/07/2009 bgibson Action: AP 12/19/08 revisions Item: 05600 FIRE DEPARTMENT 05/02/2007 mcgee Action: DN 1. Location of Fire Command Center is not approved. 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). 5. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes. 07/31/2007 mcgee Action: PA plans are stated as "schematic only ". Full detection is required per TOV adopted codes and standards. Final approval is subject to review of shop drawings. 01/28/2009 mvaughan Action: AP Item: 05500 PUBLIC WORKS 04/23/2007 tk Action: DN Comments provided to applicant 06/20/2007 tk Action: DN Comments provided to applicant dated 6/8/07 04/03/2008 tek Action: CR Comment provided to applicant in Memo dated 4 -1 -08 04/11/2008 tk Action: AP Full Building Permit approved with condtions 04/17/2008 is Action: APCR Staging plan is approved but waiting on additonal information. 1. Public Way permit and fee 2. Traffic Control plan 3. Emergency Contact List 4. Construction Schedule 5. Emergency access plan to Vail FD 6. Address sweeping issues 7. Communication regarding heated Lionshead Place and sidewalk with KK Mech. and Gallegoes Masonary/ Brick Pavers 09/04/2008 tk Action: AP Approved ASI #1 -4 See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. A I , TURE OF"YJWNER OR CONTRACTOR FOR HIMSELF AND OWNER ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B07 -0066 as of 02 -09 -2009 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT MF BUILD PERMIT Applicant: J.L. VIELE CONSTRUCTION 09/16/2008 LyLl�l'�ZI�:J►.1 Job Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Parcel No: 210107204001 Description: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Applied: 03/23/2007 Issued: To Expire: 10/12/2008 **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0009879 Building Permit Approved with the conditions stated on the memo dated 4/10/08. ############################################################# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## TOWN OF VAIL, COLORADO Statement ############################################################# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Statement Number: R090000121 Amount: $37,053.0002/09 /200909:53 AM Payment Method: Check Init: NP Notation: ck #1110 Viele Development, LLC ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 142,610.73 This Payment: $37,053.00 Total ALL Pmts: 142,610.73 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- RF 11100003112700 RECREATION FEES 37,053.00 SAFEbui1ti,,,. COLORADO Building Department Services January 08, 2009 Martin Haeberle Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: PERMIT NUMBER: REVISION NUMBEI INTERNAL REF #: ADDRESS: Dear Mr. Haeberle, Lions Square Lodge North Window and Structural changes B07 -0066 R: 8 9520 635 West Lionshead Place, Vail, CO SAFEbuilt Colorado has reviewed the documents for conformance to the International Codes as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. The windows in the bedrooms are to meet egress requirements. The drawings are lacking detail indicating operable windows. The contractor has been notified, Tony with Viele construction has indicated egress windows will be installed. The plans are red -lined with the condition. Plan review fee: 3 hours due = $180.00 No additional square footage- No added valuation Sincere , John Plano SAFEbuilt CO Plans Examiner /Senior Inspector john.plano(d,)SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle, Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓V:\Plan Review \Vail \Lions Square Lodge North \tov -B07- 0066_IR9520 FAL.doc 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 A22 2 I - QU�oCo Attention: Project Address: / Contact Information �� /� Company: ( \A6 ca Company Ph: Fax: Contact Name: ✓' Contact P` h:: I (L - Cell: � I - E -Mail: +7)UiU P) V(A9CC� A%1 f d1 UA -COW Town of Vail Contfactor Registration No: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler /Alarm $ Total $ () Revisions () Response to Correction Letter _attached copy of correction letter () Deferred Submittal Other Description /List of Changes: I VMS VW41 '4d . (Use additional sheet if necessary) Date D DEC 18 1008 TOW OF VAIL IE3 1 - 0 ap(0 ARCHITECT'S Owner SUPPLEMENTAL INSTRUCITY Architect D Consultants Contractor DEC 18 2008 1 �� Field ' Other X X X PROJECT: Lion Square Lodge - North Building ARCRITECT'S SUPPLEMENTAL INSTRUCTION NO: #5 10 -17 -08 OWNER: ARCHITECT: J.L. Viele Construction Melick Associates, Inc. 1000 South Frontage Road, Suite 202 355 South Teller Street, Suite 370 Vail, CO 81657 Lakewood, CO 80226 TO: (Contractor) J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction CONTRACT DATED: 9 -26 -06 ARCHITECT'S PROJECT NO: 017 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. A2.1 Revised window configurations /locations as indicated on plan. A2.2.1 Revised window configurations /locations as indicated on plan. A2.3.1 . I& Revised window configurations /locations as indicated on plan. A2.4.1 Revised window configurations /locations as indicated on plan. A2.5.1 Revised window configurations /locations as indicated on plan. A4.1 Revised window configurations /locations as indicated on elevation. A4.2 Revised window configurations /locations as indicated on elevation. A4.3 Revised window configurations /locations as indicated on elevation. A4.4 Revised window configurations /locations as indicated on elevation. Structural Revised details and foundation plan to show slab on grade in lieu of wood floor framing for south expansion of existing building. Attachments: Cover sheet, A2.1, A2.2.1, A2.3.1, A2.4.1, A2.5.1, S2.1 E, S2.1 W, S3.3 Issued By: Melick Associates, Inc. SAF EbuilL, rVo �JldingDe ent Services , September 15 2008 (L� L - v ') ` e P Martin Haeberle Chief Building Official, Town of 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Lions Square Lodge Interiors PERMIT NUMBER: B07 -0066 INTERNAL REF #: 6768 /A-e-✓ s ADDRESS: 660 West Lion Head Place, Vail, CO Dear Mr. Haeberle : SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. The Town of Vail has not produced an office set of drawings. SAFEbuilt is returning a complete field set and the TOV office sheets that were revised during review, these sheets are to be collated when the office set is recovered. Plans: Set of interior Architectural, Mechanical, Plumbing and Electrical plans. One book of Specifications. Sincerely, I I ��' -,? . oo , 2,PL e-ee6 'DA Q.. Nick Chand SAFEbuilt Colorado Nick. Chandg SAFEbuilt. com Page 1 of I SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle, Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓V:\Plan Review \Vail \Lions Square Lodge North \Lions Square lodge_interi ors_FAL. doc C 1. � � .5 � 2y �� � � �-- �- � �.; � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Per #,: & 7 00&& 97.0479=2140.(Ihspootjons) REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permit; are required for electrical, plumbing, mechanical, etc( 75 S. Frontage Rd. Vail, Colorado 81667 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. *** CONTRACTOR INFORMATION Ton JOE, JP, CHA EVALUATIONS FOR BUILDING PERMIT r & Materials REVISED AMOUNT: $ 4 5, 1, ( , )0 OCI.-I-ELECTRICAL: $ OTHER: $ I PLUMBING: $ 1 MECHANICAL: $ ( See A7706&ED FtW� k P TZ) A Fo,rRa,rcel# Cont.?&E.0ale CbawtvAssossors 0fr1c&.?t970-32,#-,?8,d0 or vhqlt wwi&,ow71- rt-vinlwnizn Parcel 9 Job Name: [_4cr') Nov Ptrlov Job Address: WC) ( L�,DyIShe ttd A Legal Description 11 U Lot: Block: Filin ubdivision: 4Lf. LQQ6-e ItP Address: LL l2 (k) L'I Phone: Architect/Desi ner* Address- 0 1� 'TC_LLEP____<_1- 77 ry)fl�1? A-S'SC)r'. 1 �6 Phone 1 1 , 71 '. Engi AddM: & L6 InL . L t_�L Phon e42, Q�2 - 7 - 76 REASON FOR REVISIONS: /q V N L Lalke Wood eoz� Work Class: New ) Addition Remodel Repair Demo Oth e Work Type: Interior ( L),--"Exterior Both ( =s an EHU exist at this location `RN14V­ Type of Bldg.: Single-family Two-family Multi-family yCommercial (%. Restaurant Other No. of Existing Dwellin6 Uni in this building LN=ccommodation units in this building: I No/Tyge of Fire laces Existing: Gas Apgliancespj Gas Los" Wood/Pellet Wood Burning ( � No/Type of Fireplaces Proposed: Gas ARpliances J,5 Gas Logs Wood/Pellet Wood Burning NOT ALLOWEDL Does a Fire Alarm Exist: Yes ( No ) DD Sprinkler System Exist: Yes No (�' I OFFICE USE aU Date Received: Permit Fee (10): 1 r--% 1jr,151a IMOV, (8mb P2 Accepted By: r) I �Rld"ItT,96 (m): t9 butsourced Terms: F \cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page I of 1 4/1 TOWN OF VAIL-, TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT MF BUILD PERMIT Permit #: B07 -0066 Project #: ?? — b CM Job Address.: 635 LIONSHEAD PL VAIL Location......: LIONS SQUARE LODGE NORTH Parcel No....: 210107204001 OWNER LIONSQUARE LODGE HOA 03/23/2007 660 W. LIONSHAED PLACE VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 03/23/2007 1000 S Frontage Road W, #202 Vail CO 81657 License: 188 -A Status.....: ISSUED Applied...: 03/23/2007 Issued ...: 09/16/2008 Expires...: 10/12/2008 Phone: 970 - 476 -3082 CONTRACTOR J.L. VIELE CONSTRUCTION 03/23/2007 Phone: 970 - 476 -3082 1000 S Frontage Road W, #202 Vail CO 81657 License: 188 -A Desciption: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Occupancy: R2,S1,S2 Type Construction: IIIB,IA, Valuation: 5,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 0 ****#***#******************* ww#* w* w}# w # # # # fw # # # # #f # *f # # #w * # * # # # # ## FEE SUMMARY **************#*##}##*## w*# f# #f # # * } * * * * * } * } } * } * } #w } * * # } * * ** Building - -> $56,708.75 Restuarant Plan Review - -> $0.00 Total Calculated Fees —> 113,420.50 Plan Check - -> $56,708.75 Recreation Fee -- ----------- > $0.00 Additional Fees ---------- > $7,862.77) Investigation -> $0.00 TOTAL FEES ------------- > 113,420.50 Total Permit Fee --------- > 105, 557. 73 Will Call - - - - -> $3.00 Payments------------------- > 105, 557. 7 3 BALANCE DUE--- - - - - -> $0.00 ### f# f########## f######**##* f###}* wf# f##}#}###} f# f} f} f# f# 4# f}# 4#} f}###} f}#### f#}## ff##### f#f# f## f# f##}## f# f## f#### f # # #f # # # # #f # #f }f # #fff #ff # # ## # #f Approvals: Item: 05100 BUILDING DEPARTMENT 05/01/2007 jplano Action: CR CORRECTION LETTER SENT 5/1/07 06/14/2007 MROYER Action: DN Correction letters sent to applicant 06/14/2007. Waiting for response. 09/12/2007 jplano Action: DN Corection letter sent on Sept. 12 2007. 01/29/2008 mroyer Action: AP B07 -0066 is approved IR #3616 Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 03/17/2008 ependley Action: CR Letter sent 3/7/08 regarding interior finishes 03/17/2008 jplano Action: CR New drawings submitted combining core /shell and interiors. Changes also incorperated, design team has been notified not to respond to letter sent 3/7/08 until new drawings are reviewed. 04/04/2008 jplano Action: CR SHELLY HAS INDICATED THE DRAWINGS COMBINING THE CORE AND SHELL WITH INTERIORS WERE SUBMITTED IN ERROR. THE INTERIOR DRAWINGS SHOULD NOT HAVE BEEN INCLUDED, THESE SHOULD HAVE BEEN UPDATED CORE AND SHELL DRAWINGS ONLY. SB, TOV OFFICE AND FIELD SETS WERE RETURNED TO THE APPLICANT. 04/04/2008 jplano Action: AP B07 -0066 is approved IR #3616 - Core and Shell only Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 08/20/2008 jplano Action: AP Approved ASI 1 -4, need Public Works approval to issue. 08/25/2008 jplano Action: AP Rev 6, IR8240, Drawings date stamped Jun 24th 2008, ASI 1 -4 Approved with conditions red -lined on plans - $360.00 due Item: 05400 PLANNING DEPARTMENT 04/06/2007 bgibson Action: AP 06/14/2007 bgibson Action: PA revisions approved by planning 06/14/2007 bgibson Action: PA traffic control system submittal approval by planning 07/03/2007 bgibson Action: PA 2nd round comment responses approved. office set routed to John Plano. 09/05/2007 bgibson Action: PA 8/14/07 corrections approved by planning 10/22/2007 bgibson Action: NA 10/17/07 corrections not applicable to Planning. Office set route to SafeBuild. 06/11/2008 bgibson Action: DN 6/5/08 revisions denied by planning - exterior elevations must be updated to show proposed exterior window and door changes. Plans routed to John Plano. 08/01/2008 bgibson Action: PA 6/24/08 revisions approved by planning Item: 05600 FIRE DEPARTMENT 05/02/2007 mcgee Action: DN 1. Location of Fire Command Center is not approved. 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). 5. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes. 07/31/2007 mcgee Action: PA plans are stated as "schematic only ". Full detection is required per TOV adopted codes and standards. Final approval is subject to review of shop drawings. Item: 05500 PUBLIC WORKS 04/23/2007 tk Action: DN Comments provided to applicant 06/20/2007 tk Action: DN Comments provided to applicant dated 6/8/07 04/03/2008 tek Action: CR Comment provided to applicant in Memo dated 4 -1 -08 04/11/2008 tk Action: AP Full Building Permit approved with condtions 04/17/2008 is Action: APCR Staging plan is approved but waiting on additonal information. 1. Public Way permit and fee 2. Traffic Control plan 3. Emergency Contact List 4. Construction Schedule 5. Emergency access plan to Vail FD 6. Address sweeping issues 7. Communication regarding heated Lionshead Place and sidewalk with KK Mech. and Gallegoes Masonary/ Brick Pavers 09/04/2008 tk Action: AP Approved ASI #1 -4 See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS ICI ADVANCE BV �ELEPHOIy�E A'� 479 - 9 OR AT OUR OFFICE FROM 8:00 AM- 4 PM. OF WNEIf OR CONTRACTOR FOR HIMSELF AND OWNER ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B07 -0066 as of 09 -16 -2008 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT MF BUILD PERMIT Applied: 03/23/2007 Applicant: J.L. VIELE CONSTRUCTION Issued: 09/16/2008 970 - 476 -3082 To Expire: 10/12/2008 Job Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Parcel No: 210107204001 Description: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED, Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0009879 Building Permit Approved with the conditions stated on the memo dated 4/10/08. ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R080001660 Amount: $360.00 09/16/200801:10 PM Payment Method: Check Init: DDG Notation: JL Viele 12983 ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 105,557.73 This Payment: $360.00 Total ALL Pmts: 105,557.73 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300, PLAN CK - project GFP012 360.00 SAFEbui1ti,,, August 20, 2008 Martin Haeberle Chief Building Official, Town of Va 75 South Frontage Road Vail, CO 81657 RE: PROJECT: PERMIT NUMBER: REVISION NUMBER: INTERNAL REF #: ADDRESS: Dear Mr. Haeberle: Lions Square North B07 -0066 6 1 R 8240 635 LIONSHEAD PL SAFEbuilt Colorado has reviewed the revisions only for their conformance to the provisions of the 2003 International Codes as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction with the following conditions. 1 Part of the submittal is an 8 % x 11 for a mechanical change to Sheet M2.1. The change submitted moves the intake air serving the Fitness center 103 to the ramp that is the entrance to the parking garage. This is an unacceptable location, re- submittal for this required. The architect and engineer have been informed. 2 A2.1 and 12/A5.6 — The revised site stairs at the south west corner require handrail extensions. (IBC 1009.11.5) 3 S2.0 — Please provide a detail to new site wall adjacent to the new exit stair from Unit 201. 4 Public Works to approve the Civil Drawings prior to issuance. Plans- 3 - Civil Sheets 11 - Architectural Sheets 21 - Structural Sheets 17 - Plumbing and Electrical Sheets 1 - 8 1/2x11 Mechanical Sheet (denied) Sincere) 9� John Plano Plans Examiner SAFEbuilt Colorado j ohn. pl ano (& S AF Ebui lt. com SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avi Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -179 4 \tov B07 -0066 Rev6 IR8240 FAL.doc John King Building Official SAFEbuilt Colorado john.king(&SAFEbuilt.com elofI [!c �40) 0 7/40 8 .e•A >��- Development Review Coordinator 75 South Frontage Road Vail, CO 81657 �Y 2 '' Phone: 970 - 479 -2128 Fax: 970 -479 -2172 OVA' Inspections: 970 -479 -2149 Revision /Information Transmittal All Revision submittals must include the Field Set of approved plans and a copy of the correction letter. No further inspections will be performed until the revisions are approved and the permit is re- issued. Permit #(s) information applies to: Contact Information Attention: Company: 4 ^Cl� C� Jl,(]� Company Ph: L l I _7��� Fax: Contact Name: �( l 1C�41(.l l n 6_ 'lam P 1 /� c Contact P ++h'': "[� � �Z Cell: / ( I � , I (L� E -Mail: ttll' i t '/ �f l�txt��I:'VI� 1 IC i I �,(X iq , Town of Vail Contractor Registration No: Signature (req fired) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Total $ (4 Revisions ( ) Response to Correction Letter ( ) Deferred Submittal Reason for Revisions (include a list of all changes that have been made from original approval): I � I' ?q / r l (Use additional sheet if necessary) Date Received: D JUN 2 4 2008 TOWN OF VAIL ARCHITECT'S Owner X SUPPLEMENTAL INSTRUCTIONS Architect X Consultants X Town of Val! Contractor X O Field Co Other PROJECT: ARCHITECT'S SUPPLEMENTAL Lion Square Lodge - North Building INSTRUCTION NO: #1 OWNER: J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 TO: (Contractor) J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction 3 -12 -08 ARCHITECT: Melick Associates, Inc. 355 South Teller Street, Suite 370 Lakewood, CO 80226 .0. OF C040'•,� h : RICHARD P. -.0 LICK, JR. _ 3 3256 ARG CONTRACT DATED: 9 -26 -06 ARCHITECT'S PROJECT NO: 61"%881..•+ 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Description: Please see the attached written narrative from AEC engineers that defines changes made to their drawings Attachments: AEC written narrative, P2. OA, P2. OB, P2. 1 ,P2.2,P2.3,P2.4,P2.5,P2.6,P2.7, cover Issued By: Melick Associates, Inc. JUN 24 2008 TOWN OF VAIL Architectural. Engineering Consultants Mechanical & Electrical Design Services To: Chip Melick, Melick Associates Cc: Chris Cooper, Melick Associates From: Brent Wilson, AEC March 10, 2008 Lionsquare Lodge North - #26662 Reference LSLN -Core and Shell Plumbing Drawings Delta 8 of 02/15/08 to Delta 9 02122108 - ASI #1 Via Email (3 pages The compiled list discusses the changes made to the plumbing drawings between the Delta 8 drawings (pdfs) emailed to Melick & Associates on February 15, 2008 and the Delta 8 and Delta 9 drawings emailed to Melick & Associates February 22, 2008; The Delta 8 & 9 drawings submitted on February 22 are identical as directed by phone conversation from Chip Melick to Bob Cummings on February 21, 2008. P2.OA Basement Storm Drainage Plan Area well orientation & size at grid T 1 changed. , 3" storm drain branch added at T -V 4 wench drains added back in at bottom of ramp between B -E 9. Vie- routed & moved waste to new Water Entry 010 location. .Added new storm branches to location K 6:8, and U 5-6. *Added number note 33 and relocated as necessary. P2.OB Basement Sanitary & Domestic Water Plan Vie- routed waste and water from the new Water Entry 010 location. Re- located water meter. ---*tlpsized and interconnected the 4" domestic water between J 12 & Water Entry 010. 'Added underground 3" existing water supply from Eastern side of building. ,-*Updated plan note 1, 28 and added 30 & 31- relocated as necessary. "Added riser 4 located @ T 4. /'Removed 4" waste and V 1 -1.75. *Removed 4" cold water leg at X 4 -5.5. 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 post Office Box 8489, Avon, CO 81520 Phone: 970- 748 -8520 Facsimile: 970- 748 -8521 Email: hrenloy- aee- vail.c€ m Web: www.aec 4aiIxotn P2.1 First Floor Plumbing Plan .-*Re-routed and added storm drain piping between A-C & 1-3. ----*Added downspout offset at A 6.8. -- riser location: R-1 @ B 8; R-2 @ E 8; R-3 @ H 8; R-4 @ T 4, R-5 @ V0.4 5; R- 6 @ W.5 2.5. Added 4" storm line from FD-2 @ T0.75 0.25 East of the intake area well. ;e and re-routed all roof drains above Boot Room 118. �moved all trench drains at top of parking ramps. U plan note 7, 10, 12, 18, 20, 22 should be "not used" & 23-relocated as gocessary. -/'All piping resized and re-routed from U-Z 0.5-6. P2.2 Second Floor Plumbing Plan -*Added storm drain at A0.25 1.3, B0.5 1.3, A 3 & A 4. -*Removed storm drain & piping at: F 4-6.8; G0.8-K 5-6.8; & S-T 1.75-5. ,-*Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. Offset risers to land in walls above-locations did not change but plan n9tes did and were added in some cases. caled text & tags appropriately. ent risers labeled appropriately at: G 8.5; & K0.5 9. Updated plan note 1 -31 relocated as necessary. P2.3 Third Floor Plumbing Plan -*Scaled text & tags appropriately. removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. ,-*Added storm drain & piping at A0.251.3 & B0.5 1.3. :*Rerouted storm and piping at A 3, A-A.25 4.5-8, D-G 3-4 & A-B 13-14.75 (also gas re- routed). .�emoved storm at K0.5 6, L0.25 11 & T-U 5-5.5. *Updated plan note 1-26 & relocated as necessary. , "Vent risers labeled appropriately at: G 8.5; & K0.5 9. P2.4 Fourth Floor Plumbing Plan , ' - * - Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged , appropriately. I- *Added storm and/or re-routed at A0.25 1.3, B0.5 1.3, A025 3, K0.5 14, L0.25 14, & T- ' 3.5. *Removed storm and/or piping at D 13, G0.8-K.5 6 & K0.8-1-0.25 11. '*Ppdated plan note 1-25 & relocated as necessary. *Vent risers labeled appropriately at: G 8.5, & K0.5 9, 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, Avon, CO 81620 Phone: 970-748-8520 Facsimile: 970-748-8521. Email: brcrjUd Web: www-we-vail,coni ► P2.5 Fifth Floor Plumbing Plan *Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. *Added storm and/or re-routed at AO.25 1.3, 130.5 1.4, X0.5-Y 0.5-1.5, W0.5 0.5-1.25, All Southeast corner of Eastern tower, & A0.25 3. *Removed storm and/or piping @ B-E 7-13, V-W 5.5-6. *Updated plan note 1-20 & relocated as necessary. *Vent risers labeled appropriately at: G 8.5; & K0.5 9. P2.6 Sixth Level Plumbing Plan *Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. *Added 3" storm & overflow to roof at E-E0.25 3.25-8, plan note(s) 1,3 & 9. *Vent risers labeled appropriately at: G 8.5; & K0.5 9. *Re-routed all storm from roof drain locations on Northern side of East tower. *Updated plan note 1-15 & relocated as necessary. P2.7 Roof Level Plumbing Plan *Updated plan note 4. Tliminated 5" vent cap & roof penetration at G 6.8, J 9, K0.510, T0.5 2, & V 1.75. *Added plan note tags to all RD-I's. If you have any clarifications, comments or questions, please do not hesitate to contact us. Brent Wilson 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, Avon, CO $1.620 Phone: 970-748-8520 Facsimile: 970-748-8521 Email: brvnt(caIaec-vaflcom Web: www.acc-vail,coni ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS Owner X Architect X Consultants X Contractor X Field Other PROJECT: Lion Square Lodge - North Building OWNER: J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 TO: (Contractor) J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction CONTRACT DATED: 9 -26 -06 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: #2 3 -7 -08 ARCHITECT: Melick Associates, Inc. 355 South Teller Street, Suite 370 Lakewood, CO 80226 OF COt O,,���: Q RICHARD P. •�O MELtCK, JR. 03 56 F4 ARC ,.��,. ARCHITECTS PROJECT NO: Ow IF 910 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Sheet S2.0: REVISED north foundation access to accommodate shoring. Sheet S2.1 E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.1 W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.2E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.2W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.3E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.3W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.4E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.4W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet 2AE: DELETED existing columns that did not exist. Sheets S2.1 E — S2.5E: REVISED holddown schedule Attachments: S2.0, S2.1 E, S2.1 W, S2.2E, S2.2W, S2.3E, S2.3W, S2.4E, UAW, S2.5E, S3.3, S3.4, cover sheet Issued By: Melick Associates, Inc. ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS PROJECT: Lion Square Lodge - North Building OWNER: J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 TO: (Contractor) J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction CONTRACT DATED: 9 -26 -06 Owner X Architect X Consultants X Contractor X Field Other ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: #3 3 -27 -08 ARCHITECT: Melick Associates, Inc. 355 South Teller Street, Suite 370 Lakewood, CO 80226 RICHARD P..'•. p y ' ELICK JR. w • . - A 303256 0 ; Arl ARCHITECT'S PROJECT NO: 017 #. 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. C1.0 ✓Deleted stair at north garage ramp. Extended retaining wall to north garage ramp. Added stair and sidewalk connection west of south garage ramp. Revised limits of roadway re- construction. Modified south garage ramp slope and spot grades to acceptable variance. C1.1 Deleted references to water service tap adjacent to north garage ramp. Revised roadway, concrete pan, and sidewalk grades per direction from TOV public works on acceptable variance. Deleted CL profile adjustment. C2.0 Moved gas meter to new stair west of south garage Moved water service to south garage ramp —Moved sewer service to attain 10' separation to new water service location Landscape Landscape design at west side of existing building and west side of new west tower to be revised to accommodate the plan revisions of this ASI. Viele Construction and Melick Associates to coordinate this scope of work at a later date. A2.1 , iAdded new stair at grids A,15 &_�T-Is%w S , —Revised site stair at southwest corner of existing building. — uevo ,—Added site wall at southwest corner of existing building v site stair at southeast corner of existing building. A2.2 Relocated gas meters to west face of new stair at grids A,15. A4.3 Stair revised on 2/A4.3 ,-Site stair shown in elevation at southwest corner of existing building. A4.4 k/'Site stair and grading along west wall of existing building shown accurately in 5/A4.4 A5.6 USite stair and grading shown accurately A7.2 ✓te stair details added 11,12,13,14,15 S2.0 Updated drawing to show modified footing between grids A /15 and A/16 to accommodate new egress stair ►,,o �€'r�t� �- w� S� -�,`� I F 3. � `dam u--' OYL 613-3 �SFD � Updated drawing to reflect new site wall on west side of property and new wall at egress stair S2.1 W Updated drawing to reflect revised elevation of continuous wall footing on west side of property S3.3 /Updated drawing to show cast -in -place concrete site wall detail 6 Mechanical, Electrical, Plumbing revisions M2.1 — c Lu b ez r ( ( � ��GL� Louver at fitness center relocated to accommodate new location of stair, - A- Please see the attached memo from AEC engineers for the narrative of the remainder of changes to mechanical, electrical, and plumbing drawings Attachments: Cover sheet, C 1. 0, C 1. 1, C2.0, A2. 1,A2.2, A4.3, A4.4, A5.6, A7.2, S2.0,S2.1, S2.1 W, S3.3, M2.1, E2.0, E2.1, E2.2, E2.3, E2.4, E2.5, E2.6, E3.0, P2.0a, P2.0b, P2.1, P2.2, P2.3, P2.4, P2.5, P2.6, P2.7, AEC narrative Issued By: Melick Associates, Inc. a L— Architectural Engineering Consultants Mechanical & Electrical Design Services To: Chip Melick, Melick Associates Cc: Chris Cooper, Melick Associates From: Brent Wilson, AEC March 26, 2008 Lionsquare Lodge North - #26662 Reference LSLN -Core and Shell Plumbing Drawings Delta 11 of 03/26/08- changes from 3/14 -3/26 Via Email (2) pages The compiled list discusses the changes made to the electrical drawings for ASI #3 Delta 11. The plumbing changes were made to the drawings for Delta 11 drawings emailed to Melick & Associates March 26, 2008. Electrical changes: E2.0 -E2.6 *Omitted power and data for door locks throughout except at garage door. *Specified existing residential scope of work as noted on the drawings. E3.0 *Revised feeder to east meterbank. *Revised emergency generator specification on drawings. *Noted existing feeders at existing units to be reused. Plumbing changes: P2.OA Basement Storm Drainage Plan * Upsized all external downspouts to be 4" and Plan Note 6 & 35. *Added 4" storm piping from additional external downspouts from existing building at 16 +G & 16 +Y.2- 6.8Y.2. *Separated storm drain from waste at 1A -6.8G. *Added General Note 2. P2.OB Basement Sanitary & Domestic Water Plan * Deleted a bit of waste piping between 3B & 1 K.S. *Eliminated Western water entry location and re- routed from the South Ramp. *Re- routed gas piping to enter building from the West vs. the North - Underground (gas piping to be sleeved). *Eliminated interconnect of 4" fire suppression water entry from the South ramp to the existing domestic water entry from the Northeast corner of the existing building water entry room. 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, Avon, CO 81620 Phone: 970 - 748 -8520 Facsimile: 970 - 748 -8521 Email: brent(a)aec- vail.com Web: www.aec- vail.com *Up -sized the underslab water piping from existing water entry to the new water room 010 to 4" from 3." *Updated plan note 28 & & added plan note 31. *Added General Note 2. P2.1 First Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 17, 32 & 40. *Replaced and updated note 41 for note 40 at 16 +G. *Re- routed and re -sized storm drain piping between 1A — 3E. *Swapped locations of overflow and storm piping at OV.4- 0.5Y.5. *Added General Note 2. P2.2 Second Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 14 & 21. *Added General Note 2. *Moved natural gas entry and meter location from 3C to 15A. P2.3 Third Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 1 & 2. *Added General Note 2. P2.4 Fourth Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 6, 11 & 12. *Added General Note 2. P2.5 Fifth Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 1, 2, 6, 13 & 14. *Added General Note 2. P2.6 Sixth Level Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 1, 2, 3 & 14. *Added General Note 2. P2.7 Roof Level Plumbing Plan *Upsized all external downspouts to be 4" and Plan Note 4. *Picked up omitted downspouts from existing East & West sides and upsized to 4" *Added General Notes If you have any clarifications, comments or questions, please do not hesitate to contact us. Brent Wilson 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, Avon, CO 81620 Phone: 970 - 748 -8520 Facsimile: 970 - 748 -8521 Email: brent0aec- vail.com Web: www.aec- vail.com FLOOR • • WOMENS ' 102 60-S /S A 12x6 2 TYP 1506TQFT .. MENS 101 T CWS & CWR Y HWS, HWR, EF 6' 0 WALL 3' HWS & HWR CWS & CWR 6 CAP •:.---- •---- - - - - -- C 24x24 FACE - - - -- • -- - - - - - -- .. - EF 12x --- - - - - -- --- - - - -- 12 NECK 6 R UH � j 1 13 i 14 2 M 11 i 2 60 L-1 Ilk 7000 1 FC GEN. ROC ' 1 TO FC-4 T T TO FC-5 16 , M T-' iii 320 02 L -1 9 16b,S ® S FC g • 12xS • 1 A 8 2 FC _ FC 4 5 TT 0 FC-8 to 9 9 �--- - - - - -- � 1Ya' HWS & H 2' HWS, HWR, 1 � 1 E ' 1Yz' CWS & CWR CWS & CWR ' � O FG7; . • • 2 &3 i 12 R Y4 HWS, HWR, 5 CWS &CWR • 480 SOFT i . C 24x24 FACE . 12x12 NECK 3 W HWS, HWR, • i SM r CWS & CWR . • i i �• FC D 3 R I i WALL; D 24x24 • %•: 24x24 i WA •; 6'0 • 1 3 P�� i • 9 ' 9 i FC y • • '.1500 ,•; CENTER 2 1 - - -' 6 14x6 103 12x12 , ' 18x12 3205 / \, L 1 320 OA i i L1 37 mw 24x24 FACE _M i i t S t 13 • ♦ 13 ! i i 90 FTC_ ! .- ARCHITECT'S UPPLEMENTAL INSTRUCTIONS Owner X Architect X Consultants X Contractor X Field Other PROJECT: ARCHITECT'S SUPPLEMENTAL Lion Square Lodge - North Building INSTRUCTION NO: #4 4 -18 -08 OWNER: ARCHITECT: J.L. Viele Construction Melick Associates, Inc. 1000 South Frontage Road, Suite 202 355 South Teller Street, Vail, CO 81657 Lakewood, CO 80226 TO: (Contractor) J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction CONTRACT DATED: 9 -26 -06 Suite 370 .� COtO''.,� . . • • '. ,��• % ••• 9 . h : ' RICHARD P. o OS ELICK, JR. or 03256 . C� ; ., ARCHITECT'S PROJECT NO: 01711 " 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. A .1 \/Added new wall type for cast in place concrete walls A2.0 ' location of precast vs. cast in place walls . a / A2.1 V Revised location of precast vs. cast in place walls A2.2 evised location of precast vs. cast in place walls Revised wall types for stair a. A2.3 Revised location of precast vs. cast in place walls y Revised wall types for stair a. A2.4 Revised location of precast vs. cast in place walls Revised wall types for stair a. A2.5 (Revised wall types for stair a. Structural Refer to attached narrative from Monroe - Newell Engineers for a list of their respective changes. Attachments: Cover sheet, Al. 1, A2.0, A2.1, A2.2, A2.3, A2.4, A2.5, S2.0, S2.1, S2.2, S2.3, S2.3, S2.4, S2.5, S2.6, S3.6, S5.1, S5.2 Issued By: Melick Associates, Inc. DATE: 04 -22 -08 NARRATIVE BY: Ryan C. Barth STRUCTURAL NARRATIVE' J OB NUMBER: 6640 COPY TO: file Lower Parking Level (S2.0) - Perimeter wall enclosing lower level parking was modified to cast -in -place concrete to benefit general contractor's schedule. New section cuts (S3.6) through the foundation show reinforcing and embedded plates, shear keys, transition to precast. Main Parking/V Floor Level (S2.1) - Perimeter wall enclosing lower level parking was modified to cast -in -place concrete to benefit general contractor's schedule. Existing section cuts (S5.1 and S5.2) through the concrete elements now show reinforcing and embedded plates, deck connection, beam/girder connections, transition to precast. Wall on grid 3 (north side of ramp) was modified to cast -in -place concrete to benefit general contractor's schedule. Parking Roof/2 Floor Level (S2.2) - Existing section cuts (S5.1 and S5.2) through the concrete elements now show reinforcing and embedded plates, deck connection, beam/girder connections, transition to precast. Wall on grid 3 (north side of ramp, west tower) was modified to cast -in -place concrete to benefit general contractor's schedule. Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a * 4.6 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe- newell.com Vail, Denver, and Frisco Offices Monroe & Newell Engineers, Inc. Structural Engineers VA • r* -neer - F4WO Denver Office 1701 Wynkoop Street, Suite 200, Denver, CO 80202 (303) 623 -4927 Phone (303) 623 -6602 Fax denver @monroe- neweli.com y Lion Square Lodge North (Phase I� DATE: 04 -22 -08 NARRATIVE BY: Ryan C. Barth STRUCTURAL NARRATIVE' J OB NUMBER: 6640 COPY TO: file Lower Parking Level (S2.0) - Perimeter wall enclosing lower level parking was modified to cast -in -place concrete to benefit general contractor's schedule. New section cuts (S3.6) through the foundation show reinforcing and embedded plates, shear keys, transition to precast. Main Parking/V Floor Level (S2.1) - Perimeter wall enclosing lower level parking was modified to cast -in -place concrete to benefit general contractor's schedule. Existing section cuts (S5.1 and S5.2) through the concrete elements now show reinforcing and embedded plates, deck connection, beam/girder connections, transition to precast. Wall on grid 3 (north side of ramp) was modified to cast -in -place concrete to benefit general contractor's schedule. Parking Roof/2 Floor Level (S2.2) - Existing section cuts (S5.1 and S5.2) through the concrete elements now show reinforcing and embedded plates, deck connection, beam/girder connections, transition to precast. Wall on grid 3 (north side of ramp, west tower) was modified to cast -in -place concrete to benefit general contractor's schedule. Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a * 4.6 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe- newell.com Vail, Denver, and Frisco Offices Monroe & Newell Engineers, Inc. Structural Engineers Vail - Dcnwr - Frisco Denver Office 1701 Wynkoop Street, Suite 200, Denver, CO 80202 (303) 6234927 Phone (303) 623 -6602 Fax denver @monroe- newell.com group of steel braced frames instead of concrete to benefit general contractor's schedule. Third Level Framing Plan (S2.3) - Wall on grid 3 (north side of ramp, west tower) was modified to cast -in -place concrete to benefit general contractor's schedule. Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Fourth Level Framing Plan (S2.4) - Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Fifth Level Framing Plan (S2.5) - Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Sixth Level Framing Plan (S2.6) - Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Foundation Details/Embedded Plates (S3.6) New sheet created to show cast -in -place construction to benefit general contractor's schedule. Steel Details (S5.1) Modified to show cast -in -place construction to benefit general contractor's schedule. Steel Details (S5.2) Modified to show cast -in -place construction to benefit general contractor's schedule. *-06 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe - newell.com Vail, Denver, and Frisco Offices 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: ^ ( ) Response to Correction Letter _attached copy of correction letter () Deferred Submittal () Other Project Street Address: X35 1 1 VNG neac� 1��atC C (Number) (Street) ( #) 5 Building /Complex Name: t -,owsau te. Lad'e. / Contact Information: Company: S + L , V ic ) -e- Lip Company Address: 1 oo 6 City: w.► State: (_ Zip: Contact Name: - 76 yt � Ea..,A Contact Phone: - L,� ��— `� y 7 E -Mail 4 / cAt's f 2 , Cd�Y1 Valuations (Labor & Material)) Building: $ SDI C80 Plumbing: $ Electrical: $ �3•�QD Mechanical: $ Total: $ D�/'� OFFICE COP Description / List of Changes: �. WMI 111, lI?JI Jr r. r (use additional sheet if necessary] _ _ .__........_..__..._ .._......._... .......... _ ............... ..... ....._..__.. ............... _... _ . .. ............................... Date Received: REV EWEO $Y SAFEbuilt Colorad TOWN OF VAIL Ali MIA 1- Sep -09 TRANSMITTAL FORM *- '4 ARCHITECT'S r C E p Owner X SUPPLEMENTAL INSTRU Architect X 2QO� Consultants X Contractor X Field N OF VA LL Other PROJECT: ARCHITECT'S SUPPLEMENTAL Lion Square Lodge - North Building INSTRUCTION NO: #19 OWNER: J.L. Viele Construction 1000 South Frontage Vail, CO 81657 TO: (Contractor) Road, Suite 202 J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction CONTRACT DATED: 9 -26 -06 11 -19 -09 ARCHITECT: Melick Associates, Inc. 355 South Teller Street, Suite �J®o a ! 0 Lakewood, CO 80226 ,`. C a• • O a ARCHITECT'S PROJECT NO: 017 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. ASI #19 is a compilation of the most current drawings that have been revised in ASIs 1 -17. The following is a list of revisions that have occurred during each ASI for each sheet in included set. ASI #1 Changes consisted of plumbing revisions per the attached ASI #1 memo from AEC dated 3/10/08. FffREV E BY ?� J SAFEbuilt Colorado ASI #2 Sheet S2.0: REVISED north foundation access to accommodate shoring. Sheet S2.1 E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.1 W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.2E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.2W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.3E: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.3W: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2AE: REVISED framing at south end of existing building to reflect columns more clearly. Sheet S2.4W: - REVIEWS -0 BY REVISED framing at south end of existing building to r fl ct columns more clearly. L :��; I OUs SHFEbul►i Col orado Sheet 2.4E: DELETED existing columns that did not exist. Sheets S2.1 E — S2.5E: REVISED holddown schedule ASI #3 C1.0 Deleted stair at north garage ramp. Extended retaining wall to north garage ramp. Added stair and sidewalk connection west of south garage ramp. Revised limits of roadway re- construction. Modified south garage ramp slope and spot grades to acceptable variance. C1.1 Deleted references to water service tap adjacent to north garage ramp. Revised roadway, concrete pan, and sidewalk grades per direction from TOV public works on acceptable variance. Deleted CL profile adjustment. C2.0 Moved gas meter to new stair west of south garage Moved water service to south garage ramp Moved sewer service to attain 10' separation to new water service location A2.1 Added new stair at grids A,15 Revised site stair at southwest corner of existing building. Added site wall at southwest corner of existing building Revised site stair at southeast corner of existing building. A2.2 Relocated gas meters to west face of new stair at grids A,15. REVIEWED 8—Y L ' 1 , SAFEb uitr Colorado 0 A4.3 Stair revised on 2/A4.3 Site stair shown in elevation at southwest corner of existing building. A4.4 Site stair and grading along west wall of existing building shown accurately in 5/A4.4 A5.6 Site stair and grading shown accurately A7.2 Site stair details added 11,12,13,14,15 S2.0 Updated drawing to show modified footing between grids A/15 and A/16 to accommodate new egress stair S2.1 Updated drawing to reflect new site wall on west side of property and new wall at egress stair S2.1 W Updated drawing to reflect revised elevation of continuous wall footing on west side of property S3.3 Updated drawing to show cast -in -place concrete site wall detail 6 Mechanical, Electrical, Plumbing revisions Please see the attached ASI #3 memo dated 3 -26 -08 from AEC engineers for the narrative of the changes to mechanical, electrical, and plumbing drawings ASI #4 r REVIEWED BY F17J SAFEbuiit Colorado I t � AM Added new wall type for cast in place concrete walls Revised location of precast vs. cast in place walls A2.1 Revised location of precast vs. cast in place walls A2.2 Revised location of precast vs. cast in place walls Revised wall types for stair a. A2.3 Revised location of precast vs. cast in place walls Revised wall types for stair a. A2.4 Revised location of precast vs. cast in place walls Revised wall types for stair a. A2.5 Revised wall types for stair a. Structural Refer to attached narrative memo dated 4 -22 -08 from Monroe - Newell Engineers for a list of their respective changes. ASI #5 A2.1 Revised window configurations /locations at fitness center. REVIEWED BY SAFEbuih C olorado A2.2.1 Revised window configurations /locations at stair A, stair C, and east tower unit. A2.3.1 Revised window configurations /locations at stair A, stair C, and east tower unit. A2.4.1 Revised window configurations /locations at stair A, stair C, and east tower unit. A2.5.1 Revised window configurations /locations at stair A, stair C, and east tower unit. A4.1 Revised egress stair roof at west tower unit. A4.2 Revised window configurations /locations at stair A, stair C, and east tower unit. A4.3 Revised stair roof at west tower unit. A4.4 Revised window configurations /locations at stair A, stair C, and east tower unit. Structural Revised details (S3.3) and foundation plan (S2.1 E, S2.1 V) to sh w silti6 EWEQ By grade in lieu of wood floor framing for south expansion of exist ng bu iing. — ' — SAFEbulh Colorado ASI #6 Supplemental drawings were created to depict existing unit panel schedules for the appliances in the kitchens and to show circuitry from the appliances to the existing unit panels (E1.0,E1.1,E1.2) ASI #7 Structural revisions were made per the attached narrative memo dated 1/12/09 from Monroe - Newell. ASI #8 A8.4 Details 7 & 8: The roof drainage slot was deleted from the mansard roof and the space was enclosed. The detail was revised to show the interior faces of mansard roof overframing to be wrapped in fire rated gypsum board and compartmentalized with 2x4 partition walls to satisfy Fire Department request. S2.4E, S2.4W, S2.5E Roof framing revised at the mansard roofs. S3.3 Mansard roof details revised to reflect new configuration. ASI #9 A4.1 Revised window configurations /locations at 6th floor east unit. A4.2 Revised window configurations /locations at 4th floor east unit. A4.3 Revised window configurations /locations at 6t floor east unit. A4.4 REVIEWED $Y Li 1 2OU9 SAFEbuilt Colorado Y � � 1 Revised window configurations /locations at 6 floor east unit. ASI #10 ID2.2E Revised floorplan layout to reflect owner directed changes. ID2.1.2E Revised dimension plan to reflect new floorplan layout. ID3.2E Revised ceiling plan for new floorplan layout and added lights per owner's direction. ID7.3 Revised enlarged bathroom plans to reflect new layout. ID7.8 Revised bathroom interior elevations to reflect new layout. ID7.14 Added interior elevations of kitchen and living room for new layout. ID10.1 Revised door schedule to reflect doors added /deleted or revised due to the new layout. E1.2E Revised power plan to reflect new layout. E2.2E Revised lighting plan to reflect new layout. M2.2E Revised mechanical plan to reflect new layout. REVIEWED BY SAFEbuilt Colorado P2.2E Revised plumbing plan to reflect new layout. Fp1 -2E Revised fire protection plan to reflect new layout. ASI #11 ID2.3E Revised floorplan layout to reflect owner directed changes. ID2.1.3E Revised dimension plan to reflect new floorplan layout. ID3.3E Revised ceiling plan to reflect the new floorplan layout. ID7.4 Revise enlarged floorplan to reflect new bathroom layouts ID7.14 Added kitchen interior elevations ID7.15 Revised interior elevations to reflect new floorplan layout. ID10.1 Revised door schedule to reflect doors added /deleted or revised due to the new layout. ID10.2 Revised room names for bedrooms. E1.3E Revised power plan for new layout. E2.3E Revised lighting plan for new layout. RE VIEWED 13Y M2.3E Revised duct layout for new floorplan layout. 7-u 7 2 ouq SAFEbuilt Colo P2.3E Revised plumbing layout for new floorplan layout. ASI #12 A2.4.1 Revised dimensions to new window openings. ID2.4E Revised floorplan layout to reflect owner directed changes. ID2.1.4E Revised dimension plan to reflect new floorplan layout. ID3.4.E Revised ceiling plan to reflect the new floorplan layout. ID7.1 Revised kitchen interior elevations. ID7.5 Revise enlarged floorplan to reflect new bathroom layouts ID7.10 Revised bathroom interior elevations ID7.17 Added bathroom interior elevations. 11310.1 Revised door schedule to reflect doors added /deleted or revised due to the new layout. E 1.4E Revised power plan for new layout. E2.4E Revised lighting plan for new layout. M2.4E Revised duct layout for new floorplan layout. REVIEWED BY -77 SAFEbuilt Colora P2.4E Revised plumbing layout for new floorplan layout. IDF1.4E Revised fire protection plan for new floor plan layout. ASI #13 A2.0 Revised: garage plan revised to include additional storage and restroom at east end and additional storage room south of stair B. A2.0.1 Revised: dimensions to reflect changes on A2.0. A2.1 Revised: Plan layout of Men 101, Women 102, and Shower 101 a. Revised: Enclosed storage room 125 adjacent to Boot Room 118 A2.1.1 Revised: dimensions to reflect new plan layouts. A2.7 Added: Overflow scuppers at existing flat roof. Scuppers to be located at gable wall on grids G,16, Y.2,11, and M,14. A3.0 Revised: ceilings revised to reflect plan additions on A2.0 A3.1 Revised: Fitness center ceiling plan to reflect gyp bd ceiling and boxed out steel beams for a coffer ceiling. Revised: lighting to ceiling and wall mounted fixtures. A8.3 REVIEWED PY SAFEbuilt Colorado Added: 9/A8.3 overflow scupper detail. Added: 10/A8.3 mechanical enclosure detail for exhaust termination at sod roof. M1.0 Revised fancoil schedule for new plan layout. M1.1 Revised: Fan schedule. Revised: Electric Duct Heater Schedule. M2.0 Revised: mechanical added for restroom and storage rooms per A2.0. M2.1 Revised: Mechanical layout in fitness center103. Revised: Mechanical layout at Boot Room 118 Revised: Mechanical layout in Gallery 122 and Vestibule 121. Revised: mechanical piping above Fitness Center 103 to eliminate exposed piping below. Revised:- Mechanical exhaust ducting at grids U,1. Duct will terminate on top of sod roof. M3.3 Revised: mechanical piping diagram. M3.6 Revised: mechanical piping diagram. E1.0 Revised: electrical added for restroom and storage rooms per A2.0: E1.1 REVIEWED RV - - 1 1Et, SAFEbuilt Colorado Revised: lighting at Fitness Center 103. Revised: lighting at restrooms and new shower room. Added: Lighting at storage 125. E2.1 Revised: power plan revised for new plan layouts at Fitness Center, Gallery, Restrooms, and Storage 125. E3.1 Revised: Schedules updated to reflect current layout. E3.2 Revised: Panel schedules updated to reflect current layout. P2.OA Revised: plumbing added for restroom and storage rooms per A2.0. P2.OB Revised: piping below restrooms and new shower room. P2.1 Revised: piping at restrooms and new shower room. P2.2 Revised: riser piping to eliminate any exposed piping in Fitness Center below. ASI #14 A2.1 Revised: Generator removed from this floor and sprinkler valve shifted to the east Revised: Added storage room at old generator location A2.1.1 Revised: dimensions to reflect new plan layouts. REVIEWED BY E I' SAFEbuilt Colorado A2.4 Revised: Generator and chiller locations at mechanical enclosure. ID2.2W Revised Master Bedroom plan layout. ID2.1.2W Revised dimensions to reflect new plan layout. ID2.3W Revised Master Bedroom plan layout. ID2.1.3W Revised dimensions to reflect new plan layout. ID2.5W Revised Master Bedroom plan layout. ID2.1.5W Revised dimensions to reflect new plan layout. ID2.6E Revised Floor plan per owner's direction. ID2.1.6E Revised dimensions to reflect new plan layout. ID2.6W Revised Floor plan per owner's direction.. ID2.1.6W Revised Floor plan per owner's direction. SAFEbuilt Colorado ID3.2W Revised Ceiling plan to reflect master bedroom revision. ID3.3W Revised Ceiling plan to reflect master bedroom revision. M2.5 Revised Riser location to reflect updated floor plan layout. M2.6 Revised Riser location to reflect updated floor plan layout. ID M2.6E Revised Mechanical to reflect updated plan layout. ID M2.6W Revised Mechanical to reflect updated plan layout. E1.5E Revised power plan to reflect updated plan layout. E1.6E Revised power plan to reflect updated plan layout. E2.6E Revised lighting plan for new unit layout. P2.5 Revised plumbing riser locations for updated unit layouts P2.6 Revised plumbing riser locations for updated unit layouts REVIEWED BY J. S AFEbuilt Colorado P2.6E Revised plumbing plan to reflect new layout. ASI #15 A2.2 Revised: Railing @ unit 202 balcony changed to partial height cmu wall with stone veneer. A2.3 ADDED: ramp added at vestibule 307 to reconcile floor elevation differential between existing building and new tower. A2.3.1 REVISED: dimensions added / revised to reflect new ramp at Vestibule 307. A2.4 REVISED: mechanical screen walls on existing roof revised to surround access stair from new tower. A2.4.1 REVISED: dimensions revised to reflect new screen wall arrangement. A3.3 REVISED: ceiling plan revised at vestibule 307 to reflect new ramp layout. A4.1 REVISED: elevation revised to reflect new balcony partial height wall at unit 202. A4.3 REVISED: elevation revised to reflect new balcony partial heig t_W ` t— „ 202. SA Ebuilt Colorado A4.4 REVISED: elevation revised to reflect new balcony partial height wall at unit 202. ID3.6E REVISED: ceiling revised per direction of owner. A8.1 REVISED: built -in gutter detail revised to delete gutter and replace with metal drip flashing. Refer to detail 3 and 12. A8.8 ADDED: sheet added to drawing set to include scupper details at unit 202 balcony and mechanical screen wall details. S2.3 Revised: Framing plan revised to reflect new ramp at Vestibule 307 S2.4W REVISED: Framing plan revised to reflect new ramp at Vestibule 307 ASI #16 A2.2 Revised: Core A stair revised to accommodate a topping slab for waterproofing purposes. Added: low roof added at grids T,6. ID2.6E Revised: Floor plan revised in unit 601 including powder room shifting over unit stair. ID2.1.6E Revised: unit dimensions revised to reflect the floor plan revisions. ID3.6E _ J`6 v Revised: ceiling plan revised to reflect the floor plan revision SAFFbuilt Colorado i A4.3 Revised: Stair A door revised to eliminate transom window and head height raised to accommodate new topping slab. A4.4 Revised: partial elevation to include new low roof. A5.7 Revised: Stair A sections revised to reflect added topping slab and waterproofing. ID6.3 Revised: Unit stair section revised to show 6' floor shifted floorplate over unit stair. Structural S2.2 Added: plan revised and details added to show new low roof added at grids T,6 and modifications to bottom landing of stair core A. S2.6 Added: structural framing revised for added floorplate on 6 " floor of unit 601. S5.3 Added: details for stair A modification, added low roof at grids T,6, and unit revisions to unit 601. ASI #17 A2.1 Revised: Location of gas meters revised to reflect current location at grids 1,Z. Revised: Window behind gas meter location revised to a fixed transom window. Add: Concrete curb added around gas meters. A2.2 Add: New flat roof added above gas meter location for protectio and ice. vl� nY SAFFbui Colorado ID2.5W Revised: Layout for bathroom 502 -20 and Laundry 502 -17 revised per owner's direction. Bath 502 -20 configured to be the adaptable bathroom in the unit. Revised: Master Bath -1 toilet room revised to show full height walls surrounding the toilet. ID2.1.5W Revised: dimensions revised to reflect new bathroom layout. ID3.5W Revised: Ceiling plan revised to reflect new bathroom layout. A4.1 Revised: 6t floor window group revised between grids D and G A4.2 Revised: Location of gas meters revised to reflect current location. Add: New flat roof above gas meters added. A4.3 Revised: Location of gas meters revised to reflect current location on 1 /A4.3. Add: New flat roof above gas meters added on 1 /A4.3. A7.2 Revised: 3/A7.2 revised to reflect current restroom / shower configuration Add: 2/A7.2 added to show grab bar locations for roll in shower. ID7.6 Revised: 3,7 / ID7.6 revised to reflect current configurations. ID7.13 Added: 5/1137.13 added to show current bathroom elevations. A8.8 7 5 SAFEbuilt Colorado r • ID2.5W Revised: Layout for bathroom 502 -20 and Laundry 502 -17 revised per owner's direction. Bath 502 -20 configured to be the adaptable bathroom in the unit. Revised: Master Bath -1 toilet room revised to show full height walls surrounding the toilet. ID2.1.5W Revised: dimensions revised to reflect new bathroom layout. ID3.5W Revised: Ceiling plan revised to reflect new bathroom layout. A4.1 Revised: 6' floor window group revised between grids D and G. A4.2 Revised: Location of gas meters revised to reflect current location. Add: New flat roof above gas meters added. A4.3 Revised: Location of gas meters revised to reflect current location on 1 /A4.3. Add: New flat roof above gas meters added on 1 /A4.3. A7.2 Revised: 3/A7.2 revised to reflect current restroom / shower configuration Add: 2/A7.2 added to show grab bar locations for roll in shower. ID7.6 Revised: 3,7 / ID7.6 revised to reflect current configurations. ID7.13 Added: 5/ID7.13 added to show current bathroom elevations. s ^� e 'e "f _ T;u A8.8 SAFEhuift Colorado e + qr Added: 11, 12/ A8.8 added to detail gas meter layout and construction of flat roof above. MEP Revisions Refer to enclosed ASI 17 narrative memo dated 10/05/09 from AEC that details revisions to their drawings. Structural Revisions Parking Roof /2 " Floor Level (S2.2) - Addition of low flat roof over gas meter near northeast corner of East Tower. 4th Floor Level (S2.4W) - Addition of plywood stiffener panels to enhance capacity of wood I- joists framing roof supporting mechanical chiller units. Steel Framing Details (S5.3) - Addition of details depicting how metal roof deck and steel HSS beams are supported by East Tower superstructure. Attachments: Cover, A1.0, AM, C 1.0,C 1.1, C2.0, A2.0,A2.0.1,A2.1, A2.1.1, A2.2, ID2.2E, ID2.1.2E, ID2.2W, ID2.1.2W, A2.3,A2.3.1, ID2.3E, ID2.1.3E, ID2.3W, ID2.1.3W, A2.4, A2.4.1, ID2.4E, ID2.1.4E, A2.5, A2.5.1, ID2.5W, ID2.1.5W, ID2.6E, ID2.1.6E, ID2.6W, ID2.1.6W, A2.7, A3.0, A3.1, ID3.2E, ID3.2W, A3.3, ID3.3E, ID3.3W, ID3.4E, ID3.5W, ID3.6E, A4.1, A4.2, A4.3, A4.4, A5.6, A5.7, A6.3, ID6.3, A7.2, ID7.1, ID7.3, ID7.4, ID7.5, ID7.6, ID7.8, ID7.10, ID7.13, ID7.14, ID7.15, ID7.17, A8.1, A8.4, A8.8, ID10.1, ID10.2, S2.0, S2.1, S2.1 E, S2.1 W,S2.2, S2.2 E, S2.2W, S2.3, S2.3 E, S2.3W, S2.4, S2.4E, S2.4W, S2.5, S2.5E, S2.6, S2.7, S3.3, S3.4, S3.5, S3.6, S5.1, S5.2, S5.3, S5.4, M1.0, M1.1, M2.0, M2.1, M2.2, M2.2 E, M2.3 E, M2.4, M2.4 E, M2.5, M2.6, M2.6E, M2.6W, M3.3, M3.6, E1.0 ` E 1.1, E1.2, E 1.2 E, E 1.3 E, E1.4E, E1.5E, E1.6E, E2.0, E2.1, E2.2, E2.2E, E2.3, E2.3E, E2.4, E2.4E, E2.5, E2.6, E3.0, E3.1, E3.2, P1.0, P1.1, P2.OA, MOB, P2.1, P2.2, P2.2E, P2.3, P2.3E, P2.4, P2.4E, P2.5, P2.6, P2.6E, P2.7, FA2.1, FS2.1, FP1.2E SA1=°:NWI Coloi KIG aT_&_'TWI Architectural Engineering Consultants Mechanical & Electrical Design Services To: Chip Melick, Melick Associates 40 zi Cc: Chris Cooper, Melick Associates From: Brent Wilson, AEC March 10, 2008 7' 'N C 0 N�O Lionsquare Lodge North - #26662 k - .;lo Reference LSLN-Core and Shell Plumbing Drawings Delta 8 of 02/15/08 to Delta 9 02/22/08- ASI #1 Via Email (3 pages The compiled list discusses the changes made to the plumbing drawings between the Delta 8 drawings (pdfs) emalled to Melick & Associates on February 15, 2008 and the Delta 8 and Delta 9 drawings emailed to Melick & Associates February 22, 2008. The Delta 8 & 9 drawings submitted on February ' 22 are identical as directed by phone conversation from Chip Melick to Bob Cummings on February 21, 2008. P2-OA Basement Storm Drainage Plan Area well orientation & size at grid T I changed. *Additional 3" storm drain branch added at T-V 4 *Trench drains added back in at bottom of ramp between B-E 9. *Re-routed & moved waste to new Water Entry 010 location. *Added new storm branches to location K 6.8, and U 5-6. *Added number note 33 and relocated as necessary. P2.OB Basement Sanitary & Domestic Water Plan *Re-routod waste and water from the new Water Entry 010 locabon. Re-located water meter. *Upsized and interconnected the 4" domestic water between J 12 & Water Entry 010. *Added underground 3" existing water supply from Eastern side of building. *Updated plan note 1, 28 and added 30 & 31- relocated as necessa7-,—,-- *Added riser 4 located @ T 4. *Removed 4" waste and V 1-1.75. *Removed 4" cold water leg at X 4-5.5. J , 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8 91 A Phone: 970-748-8520 Facsimile: 970-748-8521 Email: breR((C1 We -w­ P2.1 First Floor Plumbing Plan *Re- routed and added storm drain piping between A -C & 1 -3. *Added downspout offset at A 6.8. *Added riser location: R -1 @ B 8 R -2 @ E 8; R -3 @ H 8; R-4 @ T 4; R -5 @ V0.4 5; R- 6 @ W.5 2.5. *Added 4" storm line from FD -2 @ T0.75 0.25 East of the intake area well. * Resized and re- routed all roof drains above Boot Room 118. *Removed all trench drains at top of parking ramps. * Updated plan note 7, 10, 12, 18, 20 22 should be "not used" & 23- relocated as necessary. *All piping resized and re- routed from U -Z 0.5-6. P2.2 Second Floor Plumbing Plan *Added storm drain at A0.25 1.3, _80.5 1.3, A 3 & A 4. *Removed storm drain & piping at: F 4-6.8; G0.8 -K 5 -6.8; & S -T 1.75 -5. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. Offset risers to land in walls above - locations did not change but plan notes did and were added in some cases. *Scaled text & tags appropriately. *Vent risers labeled appropriately at: G 8.5; & K0.5 9. * Updated plan note 1-31- relocated as necessary. P2.3 Third Floor Plumbing Plan *Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. *Added storm drain &`piping at A0,251.3 & 130.51.3. *Rerouted storm and piping at A 3, A -A.25 4.5 -8, D -G 3-4 & A -B 13 -14.75 (also gas re- routed). *Removed storm at K0.5 6, 'L02511 & T -U 5 -5.5. *Updated plan note 1 -26 & relocated as necessary. *Vent risers labeled appropriately at: G 8.5; & K0:5 9. P2.4 Fourth door Plumbing Plan *Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. *Added storm and/or re- routed at A0.25 1.3, 130.5 1.3, A0.25 3, K0.5 14, L0.25 14, & T- T0.5 3.5. *Removed storm and/or piping at D 13, G0.8 -K.5 6 & K0.8 -1-0.25 11. *Updated plan note 1 -25 & relocated as necessary. "Vent risers labeled appropriately at: G 8.5; & K0. 9. 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, vo , Cb 8 6Zt� to Phone: 970- 748 -8520 Facsimile: 970. 748 -8521 Email: brentg4ec- v„ailxgtn, Web: ww. P2.5 Fifth Floor Plumbing Plan *Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. *Added storm and /or re- routed at A0.25 1.3, B0.5 1.4, X0.5 -Y 0.5 -1.5, WQ.5 0.5 -1.25, All Southeast corner of Eastern tower, & A0.25 3. *Removed storm and /or piping @ B -E 7 -13, V -W 5.5 -6. *Updated plan note 1 -20 & relocated as necessary. *Vent risers labeled appropriately, at: G 8.5; & K0.5 9. P2.6 Sixth Level Plumbing Plan *Scaled text & tags appropriately. *Removed TI fixture plumbing from both towers. Risers renamed and tagged appropriately. *Added 3" storm & overflow to roof at E -E0.25 3.25 -8, plan note(s) 13 & 9. *Vent risers labeled appropriately at; G 8.5; & K0.5 9. *Re- routed all storm from roof drain locations on Northern side of East tower. *Updated plan note 1 -15 & relocated as necessary. P2.7 Roof Level Plumbing Plan *Updated plan note 4. *Eliminated 5" vent cap & roof penetration at G 6.8, J 9, KO.5 10, T0.5 2, & V 1.75. *Added plan note tags to all RD -1's. If you have any clarifications, comments or questions, please do not hesitate to contact us. Brent Wilson 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, A Phone: 970 -748 -8520 Facsimile: 970- 748.8521 Email: brcnt c acr v_ail.co Web: i �K�U Colorado aec Architectural Enginee Co nsultants Mechanical & Electrical Design Seryt To: Chip Melick, Melick Associates Cc: Chris Cooper, Melick Associates From: Brent Wilson, AEC March 26, 2008 Lionsquare Lodge North - #26662 ,r �'�t�' Reference LSLN -Core and Shell Plumbing Drawings Delta 11 of 03/26/08- changes from 3/14 -3/26 Via Email (2) pages The compiled list discusses the changes made to the electrical drawings for ASI #3 Delta 11. The plumbing changes were made to the drawings for Delta 11 drawings emailed to Melick & Associates March 26, 2008. Electrical changes: E2.0 -E2.6 *Omitted power and data for door locks throughout except at garage door. *Specified existing residential scope of work as noted on the drawings. E3.0 *Revised feeder to east meterbank. *Revised emergency generator specification on drawings. *Noted existing feeders at existing units to be reused. Plumbing changes: P2.OA Basement Storm Drainage Plan * Upsized all external downspouts to be 4" and Plan Note 6 & 35. *Added 4" storm piping from additional external downspouts from existing building at 16 +G & 16 +Y.2- 6.8Y.2. *Separated storm drain from waste at 1A-6.8G. *Added General Note 2. P2.OB Basement Sanitary & Domestic Water Plan * Deleted a bit of waste piping between 3B & 1 K.S. *Eliminated Western water entry location and re- routed from the South_ Ra mp. �, *Re- routed gas piping to enter building from the West vs. the North Unds�rnigIW_ a Yy piping to be sleeved). -- - -- -- -- *Eliminated interconnect of 4" fire suppression. water entry from the thF: ramps to tip existing domestic water entry from the Northeast corner of the exi in b6___.g wafer entry room. SAr buiit Colorado 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489, Avon, CO 81620 Phone: 970 - 748 -8520 Facsimile: 970 - 748 -8521 Email: brent(&aec- vail.com Web: www.aec- vail.com *Up -sized the underslab water piping from existing water entry to the new water room 010 to 4" from 3." *Updated plan note 28 & & added plan note 31. *Added General Note 2. P2.1 First Floor Plumbing Plan * .Upsized all external downspouts to be 4" and Plan Note 17, 32 & 40. *Replaced and updated note 41 for note 40 at 16 +G. *Re- routed and re- sized storm drain piping between 1A — 3E. *Swapped locations of overflow and storm piping at OV.4- 0.5Y.5. *Added General Note 2. P2.2 Second Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 14 & 21. *Added General Note 2. *Moved natural gas entry and meter location from 3C to 15A. P2.3 Third Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 1 & 2. *Added General Note 2. P2.4 Fourth Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 6, 11 & 12. *Added General Note 2. P2.5 Fifth Floor Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 1, 2, 6, 13 & 14. *Added General Note 2. P2.6 Sixth Level Plumbing Plan * Upsized all external downspouts to be 4" and Plan Note 1, 2, 3 & 14. *Added General Note 2. P2.7 Roof Level Plumbing Plan *Upsized all external downspouts to be 4" and Plan Note 4. *Picked up omitted downspouts from existing East & West sides and upsized to 4" *Added General Notes If you have any clarifications, comments or questions, please do not hesitate to contact us. Brent Wilson -- P FOE WED SY 40801 US Hwy 6 & 24, Suite #214, Avon, Colorado 81620 Post Office Box 8489 Phone: 970 - 748 -8520 Facsimile: 970 -748 -8521 Email: brent(@aec- vail.com Web Denver Office 1701 Wynkoop Street, Suite 200, Denver, CO 80202 (303) 623 -4927 Phone (303) 623 -6602 Fax denver @monroe- newell.com Lion Square Lodge North (Phase M DATE: 04 -22 -08 NARRATIVE BY: Ryan C. Barth STRUCTURAL NARRATIVE: JOB NuM13ER: 6640 COPY To: file Lower Parking Level (S2.0) - Perimeter wall enclosing lower level parking was modified to cast -in -place concrete to benefit general contractor's schedule. New section cuts (S3.6) through the foundation show reinforcing and embedded plates, shear keys, transition to precast. H n H H tf ; f'p e� OF CpLO� Main Parking/1s Floor Level (S2.1) - Perimeter wall enclosing lower level parking was modified to cast -in -place concrete to benefit general contractor's schedule. Existing section cuts (S5.1 and S5.2) through the concrete elements now show reinforcing and embedded plates, deck connection, beam/girder connections, transition to precast. Wall on grid 3 (north side of ramp) was modified to cast -in -place concrete to benefit general contractor's schedule. Parking Roof/2 °d Floor Level (S2.2) - Existing section cuts (S5A and S5.2) through the concrete elements now show reinforcing and embedded plates, deck connection, beam/girder connections, transition to precast. Wall on grid 3 (north side of ramp, west tower) was modified to cast -in -place concrete to benefit general contractor's schedule. Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe- niwen.com Vail, Denver, and Frisco Offices SAFmbuft C olorgA J. Denver Office 1701 Wynkoop Street, Suite 200, Denver, CO 80202 (303) 6234927 Phone (303) 623 -6602 Fax denver@monroe-newelLcom group of steel braced frames instead of concrete to benefit general contractor's schedule. Third Level Framing Plan (S2.3) - Wall on grid 3 (north side of ramp, west tower) was modified to cast -in -place concrete to benefit general contractor's schedule. Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Fourth Level Framing Plan (S2.4) - Wall on grid 5.5 and grid 0.5 (east tower) were modified to cast -in -place concrete to benefit contractor's schedule. Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Fifth Level Framing Plan (S2.5) - Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Sixth Level Framing Plan (52.6) - Stair Core A is modified to shown construction as a group of steel braced frames instead of concrete to benefit general contractor's schedule. Foundation Details/Embedded Plates (S3.6 New sheet created to show cast -in -place construction to benefit general contractor's schedule. Steel Details (S5.1) Modified to show cast -in -place construction to benefit general contractor's schedule. Steel Details (S5.2) Modified to show cast -in -place construction to benefit general contractor's schedule. r �11- 1 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe- newell.com Vail, Denver, and Frisco Offices SAFEbuilt Colorado U Denver Office 1701 Wynkoop Street, Suite 200, Denver, CO 80202 (303) 623 -4927 Phone (303) 623 -6602 Fax denver @monroe- newell.com Lion Square Lodge North (Phase M DATE: 01/12/09 JOB NumBER: 6640 NARRATIVE BY: Ryan C. Barth, P.E. COPY TO: file STRUCTURAL NARRATIVE FOR ARCffiTECTURAL SUPPLEMETAL INSTRUCTION (ASI) #7: Main Parking/1" Floor Level (S2.1) - Deletion of cast -in -place concrete pedestal and steel column near 14/D Parking Roof/2 °d Floor Level (S2.2) - Substitution of continuous W2lx50 for W16x31 along grid 14 - Modification of construction materials from steel to wood for storage closet near L /14 3r Floor Level (S2.3) - Modification of construction materials from steel to wood for storage closet near L /14 4 th Floor Level (S2.4) - Modification of construction materials from steel to wood for storage closet near L /14 - Addition of W 12x26 beam to carry flat roof deck west of grid A and south of cantilevered balcony - Addition of short W 12x 19 beams to carry flat roof deck west of grid A and north of cantilevered balcony 5 th Floor Level (S2.5) 20081 Sponsor The Colorado Chapter of The American Institute of Architects www.monroe- newell.com Vail, Denver, and Frisco Offices y y ci y E VV ED Ry 109 AF-Eburlt Colorado 0 . Denver Office 1701 Wynkoop Street, Suite 200, Denver, CO 80202 (303) 623 -4927 Phone (303) 623 -6602 Fax denver @monroe- newell.com - Modification of construction materials from steel to wood for storage closet near L /14 - Deletion of graphical error column near C/13.5 (column does not exist below — substitution of W 16x45 for W 14x22) - Deletion of moment connections west of Core B -At northwest balcony, deletion of moment connection at center balcony beam, addition of moment connection at perimeter beams to HSS columns. - Deletion of moment connection south of rigid frame on grid 6` Floor Level (S2.6) - Modification of steel framing above Core B to accommodate window at Owner's request (deletion of 2 HSS columns, deletion of diagonal HSS braces, substitution of W columns for HSS columns, decrease in weight of W12 threshold beams) Roof Level (S2.7) - Modification of steel framing above Core B to accommodate window at Owner's request (addition of rigid welded connections of perimeter frame beam, change in W section of perimeter frame beam) Steel Framing Details (S5.3) - Clarification of exterior concrete slabs to incorporate drainage configuration Exterior Wall Details (S5.4) - Modification of wind girt frames (deletion of HSS girts around window jambs / sills/heads, addition of cold - formed light gauge steel studs around window jambs /sills/heads 2008 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe- newell.com Vail, Denver, and Frisco Offices L-° x _ 1 AFE_')usot Colorado . r aec Architectural Engineering Consultant Mechanical, Electrical & Lighting Design Services Mecha g g g 4 An Office with LEED Accredited Professionals Memo To: Chris Cooper From: Martin Zourek Company: Melick Associates, inc. Re: LSLN plumbing & mechanical revision ASI -17 Phone: 1- 303 -534 -1930 Date: 10/05/2009 Fax: 1- 303 - 534 -1931 Pages: 1 Chris, I am sending you a narrative of changes in ASI 17 revision: M21 - A fresh air intake for FC -10 louver relocated to the east side wall to avoid location above the gas meter assembly. EF -3 exhaust was relocated to the north side. P10 - Definition of emergency medium pressure gas tag added to the Legend P11 - A gas meter assembly added to P11 indicating position valves per MFPA 110 and fire marshal requirements. P20B - Emergency medium pressure gas line for emergency generator added. P24 An emergency generator and a chiller on the roof with emergency medium pressure gas line and connection to the generator added. If you have any questions or comments do not hesitate to contact us. Regards Martin Zourek, M.E. REVIEWED BY E .7 SAFEbuilt Colorado 40801 US Hwy 6 & 24, Suite 214, Eagle -Vail, CO 81620 Post Office Bog 8489, Avon, CO 81620 P: 970 - 748 -8520 f. 970 - 748 -8521 e: stanQaec- vail.com w: www.aec- vail.com ARCHITECT'S D Nm0V 2 3 2009 PROJECT: Lion Square Lodge - North Building Owner X Architect X Consultants X Contractor X Field Other ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: #18 11 -12 -09 OWNER: ARCHITECT: J.L. Viele Construction Melick Associates, Inc. 1000 South Frontage Road, Suite 202 355 South Teller Street, Suite 370 Vail, CO 81657 Lakewood, CO 80226 TO: (Contractor) J.L. Viele Construction 1000 South Frontage Road, Suite 202 Vail, CO 81657 CONTRACT FOR: Construction CONTRACT DATED: 9 -26 -06 ARCHITECT'S PROJECT NO: 017 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. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. A1.0 Revised: sheet index to reflect sheets added. A2.1 Add: fence added around meter to screen from view. I D2.2 _ 6)-,. REVIEWED--By F L 11 2009 SAF Ebuilt Colorado Revised: Flat roof over meters revised to expand coverage over the boot room door and roof raised to higher elevation. A4.2 Revised: gas meter roof adjacent to boot room. A4.3 Revised: gas meter roof adjacent to boot room. A8.8 Revised: enlarged meter plan. A8.9 Add: sheet added to include sections through gas meter roof. Structural Revisions S2.2 Revised: Gas meter roof framing plan revised to reflect expanded footprint. S5.2 Revised: Gas meter roof connections revised. Attachments: cover,A1.0, A2.1, A2.2, A4.2, A4.3, A8.8, A8.9, S2.2, S5.2 - - REVlE r L.;C.l� -' � SAFEbuil! Coll FF do TOWN OF VAIL , DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT MF BUILD PERMIT Job Address.: 635 LIONSHEAD PL VAIL Location......: LIONS SQUARE LODGE NORTH Parcel No....: 210107204001 OWNER LIONSQUARE LODGE HOA 660 W. LIONSHEAD PLACE VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A 03/23/2007 Status.....: ISSUED Applied...: 03/23/2007 Issued ...: 12/17/2009 Expires...: 06/14/2010 03/23/2007 Phone: 970 - 476 -3082 #202 03/23/2007 Phone: 970 - 476 -3082 #202 Desciption: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Occupancy: R2,Sl,S2 "Type Construction: IIIB,IA, Valuation: 5,135,000.00 Revision Valuation: ?? Total Sq Ft Added: 37053 #########*#######**#*******#*#*#*###* # # # # # # # # # # # # # # * * * * * # * * * # * * * * * #* FEE SUMMARY ##########***#***#******#*#*# * * * * * * * * * * * * * * * # * * * * * * * * * # # * * ** Building - - -> $57,201.50 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> 151, 459.00 Plan Check --- > $57,201.50 Recreation Fee ---------- - - -> $37,053.00 Additional Fees ---------- > $7,024.77) Investigation -> $0.00 TOTAL FEES ------------- > 151,459.00 Total Permit Fee --------- > 144,434.23 Will Call - - - -> $3.00 Payments ------------------- > 144,434.23 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/01/2007 jplano Action: CR CORRECTION LETTER SENT 5/1/07 06/14/2007 MROYER Action: DN Correction letters sent to applicant 06/14/2007. Waiting for response. 09/12/2007 jplano Action: DN Corection letter sent on Sept. 12 2007. 01/29/2008 mroyer Action: AP B07 -0066 is approved IR #3616 Permit #: B07 -0066 Project #: ?? Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work.-Approval is Obtained 03/17/2008 ependley Action: CR Letter sent 3/7/08 regarding interior finishes 03/17/2008 jplano Action: CR New drawings submitted combining core /shell and interiors. Changes also incorperated, design team has been notified not to respond to letter sent 3/7/08 until new drawings are reviewed. 04/04/2008 jplano Action: CR SHELLY HAS INDICATED THE DRAWINGS COMBINING THE CORE AND SHELL WITH INTERIORS WERE SUBMITTED IN ERROR. THE INTERIOR DRAWINGS SHOULD NOT HAVE BEEN INCLUDED, THESE SHOULD HAVE BEEN UPDATED CORE AND SHELL DRAWINGS ONLY. SB, TOV OFFICE AND FIELD SETS WERE RETURNED TO THE APPLICANT. 04/04/2008 jplano Action: AP B07 -0066 is approved IR #3616 - Core and Shell only Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 08/20/2008 jplano Action: AP Approved ASI 1 -4, need Public Works approval to issue. 08/25/2008 jplano Action: AP Rev 6, IR8240, Drawings date stamped Jun 24th 2008, ASI 1 -4 Approved with conditions red -lined on plans - $360.00 due 09/22/2008 jplano Action: AP INTERIOR DRAWINGS APPROVED, DATE STAMPED BY SAFEBUILT ON JUNE 13, 2008. REV2 /IR6768 01/08/2009 jplano Action: AP Rev8, IR9520, Window changes and changing from raised floor to slab in some areas approved. 3 hours plan review due = $180.00 02/27/2009 jplano Action: AP Rev9, IR9723, Changes to the mansard roof approved, 2 hours of plan review due = $120.00 09/11/2009 ependley Action: DN REV # 10 received 8/26/09 has been denied. No correlation between ASI 13,14 & 16 has occurred. General Contractor, Veile Construction has been notified and will resubmit fully coordinated packages (4) sets to address this issue. Plan review will resume when revised packages have been recieved. 12/14/2009 ependley Action: AP Rev #10- IR10362 Approved Incoporates ASI 13, 14, 15, 16, 17, 18, & 19 Added Value 8 Hours Plan review = $480.00 Item: 05400 PLANNING DEPARTMENT 04/06/2007 bgibson Action: AP 06/14/2007 bgibson Action: PA revisions approved by planning 06/14/2007 bgibson Action: PA traffic control system submittal approval by planning 07/03/2007 bgibson Action: PA 2nd round comment responses approved. office set routed to John Plano. 09/05/2007 bgibson Action: PA 8/14/07 corrections approved by planning 10/22/2007 bgibson Action: NA 10/17/07 corrections not applicable to Planning. Office set route to SafeBuild. 06/11/2008 bgibson Action: DN 6/5/08 revisions denied by planning - exterior elevations must be updated to show proposed exterior window and door changes. Plans routed to John Plano. 08/01/2008 bgibson Action: PA 6/24/08 revisions approved by planning 01/07/2009 bgibson Action: AP 12/19/08 revisions 03/05/2009 bgibson Action: AP ASI #8, SHEET A8.4 revisions approved 12/04/2009 bgibson Action: AP ASI #18 & #19 approved Item: 05600 FIRE DEPARTMENT 05/02/2007 mcgee Action: DN 1. Location of Fire Command Center is not approved. 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). 5. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes. 07/31/2007 mcgee Action: PA plans are stated as "schematic only ". Full detection is required per TOV adopted codes and standards. Final approval is subject to review of shop drawings. 01/28/2009 02/09/2009 and access 03/10/2009 approved. 09/10/2009 16, mvaughan Action: mvaughan Action: plans dated Jan 29 mvaughan Action: Review fee assessed. McGee Action: AP ASI #5 AP recieved staging AP asi #8 is DN ASI # 13, 14, and Plans are not correlated. Bewteen the three sets of plans.:. 1. The gas meter is shown in two different locations. 2. Protection of gas meter from snow and ice fall is not shown. 3. No provision is shown to prevent infiltration of natural gas from the diaphrams from entering the building due to proximity to the exit door from Boot Storage. 4. Plans show a window directly above the current gas meter location. No window is installed.' 5. Plans show a window on the wall adjacent to the gas meter. No window is installed. G. Location of the exit door from Boot Storage is reportedly moving from existing location. 7. No submittals have been furnished to prove the generator will function on the forth floor roof in ambient winter conditions. 8. Routing of the gas line from the approved location of the generator to the forth floor roof is not clear. 9. pressures to the new gas generator location must be verified. 10. Relocation of the generator must be reviewed by the FPE of Record. 11. Tamper switches must be installed on the gas main and on the shut -off valve supplying the generator. 12. Description of Changes does not reference ASI's. 13. No transmittal sheet was provided for ASI 13 or 14. 14. DRB approval is required for exterior changes prior to further review. Re- submittal is required. Item: 05500 PUBLIC WORKS 04/23/2007 tk Action: DN Comments provided to applicant 06/20/2007 tk Action: DN Comments provided to applicant dated 6/8/07 04/03/2008 tek Action: CR Comment provided to applicant in Memo dated 4 -1 -08 04/11/2008 tk Action: AP Full Building Permit approved with condtions 04/17/2008 is Action: APCR Staging plan is approved but waiting on additonal information. 1. Public Way permit and fee 2. Traffic Control plan 3. Emergency Contact List 4. Construction Schedule S. Emergency access plan to Vail FD 6. Address sweeping issues 7. Communication regarding heated Lionshead Place and sidewalk with KK Mech. and Gallegoes Masonary/ Brick Pavers 09/04/2008 tk Action: AP Approved ASI #1 -4 See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IlV ADVANCE 4ELEPHONTT 472149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. . SIGNATVR.E)OF OWNER WCONT1tACTOR FOR HIMSELF AND OWNER ' CONDITIONS OF APPROVAL Permit #: B07 -0066 as of 12 -17 -2009 Status: ISSUED Permit Type: ADD /ALT MF BUILD PERMIT Applicant: J.L. VIELE CONSTRUCTION 12/17/2009 970 - 476 -3082 Job Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Parcel No: 210107204001 Description: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Applied: 03/23/2007 Issued: To Expire: 06/14/2010 *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C on diti ons: ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0009879 Building Permit Approved with the conditions stated on the memo dated 4/10/08. Entry: 11/03/2009 By: TK Action: AP Cond: CON0011162 Developer to pay Traffic Impact fee of $45,500 prior to issuance of TCO ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090001787 Amount: $1,465.50 12/17/200901:36 PM Payment Method: Check Init: JLE Notation: 16325 JL VIELE ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 144,434.23 This Payment: $1,465.50 Total ALL Pmts: 144,434.23 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 492.75 PF 00100003112300 PLAN CHECK FEES 492.75 PF 00100003112300, PLAN CK - project GFP012 480.00 bu ilti nc. Building Department Services December 11, 2009 REVIEWED BY ��_� 112061 SAFEbuilt Colorado OFFIff r,,OPY Martin Haeberle Chief Building Official, Town of V 75 South Frontage Road Vail, CO 81657 RE: PROJECT: PERMIT NUMBER: REVISION NUMBER: INTERNAL REF #: ADDRESS: Dear Mr. Haeberle, Lions Square Lodge North Revision Review for ASI -13, 14, 15, 16, 17, 18 819 B07 -0066 10 10362 635 West Lionshead Place, Vail, CO SAFEbuilt Colorado has reviewed the following documents for conformance to the International Codes as adopted by the Town of Vail: - Two sets of plans that incorporate ASI 13, 14, 15, 16, 17, 18 - ASI #19 which includes all ASI's to date including ASI 2, 3 4,5 6, 7, 8, 9, 10, 11, 12 - Also included is a stamped Structural, Mechanical and Electrical Engineer narratives that explain and approve the changes provided within these documents. The documents bear the date stamp of "Nov. 23, 2009" received from the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete construction with the following red -line corrections listed upon the documents. The general contractor of record's representative, Tony Faulhaber has requested a red -line process as opposed to a resubmitted process due to the time constraints placed upon the project, pending approval by the Town of Vail. Corrections: 1) Sheets A2.0, A2.0.1, A3.0. Proposed restroom is in violation of Exit Access Requirements. The exit access for this restroom passes through 3 separate intervening rooms, two of which are labeled storage. It has been discussed with Viele Construction and this restroom will be abandoned at this time. 2003 IBC Section 1013.2 A red "x" has been placed through these areas. 2) Sheets A2.1 & A2.1.1 These sheets conflict with each other. At units labeled Shower 101a, Restroom 101 & Restroom 102, the door swing is shown "in' on one sheet and "out" on the other sheet. The door swing in the out position reduces the required exit corridor width by more than 7 inches and if the door swings in, the latch side approach clearance is not met. Please Page 1 of 2 SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle, Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓C: \Documents and Settings \cdavis \Desktop \tov -B07- 0066 rev10_IR10362_FAL.doc provide clarification of the intent here. 2003 IBC Section 1005.2 & ICC /ANSI- A117.1 -1998 Section 404.2.4 3) Sheet A2.4.1 New stair access to roof /generator location requires a handrail on both sides of stair. 2003 IBC Section 1009.11 4) Sheets ID2.4E & ID2.1.4E A new door is proposed at the exterior wall replacing a previously proposed window. This door is located within 24" of a window. The window shall be provided with safety glazing. 2003 IBC Section 2406.3 5) There have been many changes to all of the proposed dwelling units. Please provide additional information of which "option" is being used for all Type B dwelling units. This is to be sure that there are no field inspection issues discovered during the course of final /occupancy inspections ICC /ANSI- A117.1 -1998 Chapter 10 Please verify Planning, Fire and Public Works approval has occurred prior to release. Plan review fee: 8 hours due = $480.00 No additional square footage- Added Valuation * *Please note first transmittal dated Aug 26, 2009 states additional valuation of $50,000.00 and the second transmittal, dated Nov. 23, 2009, states a valuation of $85,000.00' Contact contractor of record to verify correct valuation. Sincerely, Eric Pendley SAFEbuilt CO Building Offical /ICC Plans Examiner eric.pendle a, SAFE built. com Page 2 of 2 SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle, Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓C: \Documents and Settings \cdavis \Desktop \tov -B07- 0066_rev 10_IR 10362_FAL. doc Depa wf mmunity Development South Frontage Road.. � Varl, Coloraclor F97 Web 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 () Response to Correction Letter _attached copy of correction letter () Deferred Submittal ( ) Other Project Street Address: Description / List of Changes: 1 (Number) (Street) tt II (Suite #) Building /Complex Name: Lii 0.da {� 1 Contractor Information: I �+ Company: �.I �� 8U2 L41S°�- 2 Im Company Address: lb S F_raA4,Che g4e City: V tLt \ State: Zip: Contact Name: Contact Phone: Q' 1.217 E -Mail oKy ® ��>`le �t uc dv► ,Ca!'+1 Town of V it Contract r Regi do No.: l p X Contracto ignatu (required) Valuations (Labor & Material)) Building: $ �4, 606 Plumbing: $ Electrical: $ Mechanical: $ Total: d �d REVIEWED BY ;u SAFEbuilt Colorado Cady o, k I ce (� � v►� 1�r��?� -4 (use additional sheet if necessary) Date Received: AUG 2 6 2009 COP TOWN OF VAIL 29- May -09 TRANSMITTAL FORM TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO' 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT MF BUILD PERMIT Job Address.: 635 LIONSHEAD PL VAIL Location......: LIONS SQUARE LODGE NORTH Parcel No....: 210107204001 OWNER LIONSQUARE LODGE HOA 660 W. LIONSHAED PLACE VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A 03/23/2007 Status.....: ISSUED Applied...: 03/23/2007 Issued ...: 03/19/2009 Expires...: 10/12/2008 03/23/2007 Phone: 970 - 476 -3082 #202 #202 03/23/2007 Phone: 970 - 476 -3082 Desciption: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Occupancy: R2,Sl,S2 Type Construction: IIIB,IA, Valuation: 5,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 37053 **s********ssssssss**s*********ss*sss * * * * * * * * * * * * *s *ssss *s * * * * * * * * ** FEE SUMMARY **************s************** * * * * * *ssss *ss * *s * « *ss * * * * *s * * ** Building ------ > $56,708.75 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> 150, 473.50 Plan Check --- > $56,708.75 Recreation Fee--------- - - - - -> $37,053.00 Additional Fees ---------- > $7, 504.77) Investigation -> $0.00 TOTAL FEES ------------- > 150,473.50 Total Permit Fee --------- > 142, 968. 73 Will Call - - - - -> $3 . 00 Payments ------------------- > 142, 968.73 BALANCE DUE --------- > $0.00 ***s****ss*s******************************s****************************s***************ss*s*******s***********s**s s *ss * *s * * *s * * * * * *ss * * * * * * * *ssss Approvals: Item: 05100 BUILDING DEPARTMENT 05/01/2007 jplano Action: CR CORRECTION LETTER SENT 5/1/07 06/14/2007 MROYER Action: DN Correction letters sent to applicant 06/14/2007. Waiting for response. 09/12/2007 jplano Action: DN Corection letter sent on Sept. 12 2007. 01/29/2008 mroyer Action: AP B07 -0066 is approved IR #3616 Permit #: B07 -0066 Project #: ?? e6TD(P -LX i9 Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 03/17/2008 ependley Action: CR Letter sent 3/7/08 regarding interior finishes 03/17/2008 jplano Action: CR New drawings submitted combining core /shell and interiors. Changes also incorperated, design team has been notified not to respond to letter sent 3/7/08 until new drawings are reviewed. 04/04/2008 jplano Action: CR SHELLY HAS INDICATED THE DRAWINGS COMBINING THE CORE AND SHELL WITH INTERIORS WERE SUBMITTED IN ERROR. THE INTERIOR DRAWINGS SHOULD NOT HAVE BEEN INCLUDED, THESE SHOULD HAVE BEEN UPDATED CORE AND SHELL DRAWINGS ONLY. SB, TOV OFFICE AND FIELD SETS WERE RETURNED TO THE APPLICANT. 04/04/2008 jplano Action: AP B07 -0066 is approved IR #3616 - Core and Shell only Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 08/20/2008 jplano Action: AP Approved ASI 1 -4, need Public Works approval to issue. 08/25/2008 jplano Action: AP Rev 6, IR8240, Drawings date stamped Jun 24th 2008, ASI 1 -4 Approved with conditions red -lined on plans - $360.00 due 09/22/2008 jplano Action: AP INTERIOR DRAWINGS APPROVED, DATE STAMPED BY SAFEBUILT ON JUNE 13, 2008. REV2 /IR6768 01/08/2009 jplano Action: AP Rev8, IR9520, Window changes and changing from raised floor to slab in some areas approved. 3 hours plan review due = $180.00 02/27/2009 jplano Action: AP Rev9, IR9723, Changes to the mansard roof approved, 2 hours of plan review due = $120.00 Item: 05400 PLANNING DEPARTMENT 04/06/2007 bgibson Action: AP 06/14/2007 bgibson Action: PA revisions approved by planning 06/14/2007 bgibson Action: PA traffic control system submittal approval by planning 07/03/2007 bgibson Action: PA 2nd round comment responses approved. office set routed to John Plano. 09/05/2007 bgibson Action: PA 8/14/07 corrections approved by planning 10/22/2007 bgibson Action: NA 10/17/07 corrections not applicable to Planning. Office set route to SafeBuild. 06/11/2008 bgibson Action: DN 6/5/08 revisions denied by planning - exterior elevations must be updated to show proposed exterior window and door changes. Plans routed to John Plano. 08/01/2008 bgibson Action: PA 6/24/08 revisions approved by planning Item Item 01/07/2009 bgibson Action: AP 03/05/2009 bgibson Action: AP revisions approved 05600 FIRE DEPARTMENT 05/02/2007 mcgee Action: DN Fire Command Center is not approved. 12/19/08 revisions ASI #8, SHEET A8.4 1. Location of 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). S. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes. 07/31/2007 mcgee Action: PA plans are stated as "schematic only ". Full detection is required per TOV adopted codes and standards. Final approval is subject to review of shop drawings. 01/28/2009 mvaughan Action: AP ASI #5 02/09/2009 mvaughan Action: AP recieved staging and access plans dated Jan 29 03/10/2009 mvaughan Action: AP asi #8 is approved. Review fee assessed. 05500 PUBLIC WORKS 04/23/2007 tk Action: DN Comments provided to applicant 06/20/2007 tk Action: DN Comments provided to applicant dated 6/8/07 04/03/2008 tek Action: CR Comment provided to applicant in Memo dated 4 -1 -08 04/11/2008 tk Action: AP Full Building Permit approved with condtions 04/17/2008 is Action: APCR Staging plan is approved but waiting on additonal information. 1. Public Way permit and fee 2. Traffic Control plan 3. Emergency Contact List 4. Construction Schedule 5. Emergency access plan to Vail FD 6. Address sweeping issues 7. Communication regarding heated Lionshead Place and sidewalk with KK Mech. and Gallegoes Masonary/ Brick Pavers 09•/04/2008 tk Action: AP Approved ASI #1 -4 See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. SICOATURE/OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B07 -0066 as of 03 -19 -2009 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT MF BUILD PERMIT Applicant: J.L. VIELE CONSTRUCTION 03/19/2009 970 - 476 -3082 Job Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Parcel No: 210107204001 Description: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Applied: 03/23/2007 Issued: To Expire: 10/12/2008 Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0009879 Building Permit Approved with the conditions stated on the memo dated 4/10/08. TOWN OF VAIL, COLORADO Statement ####***####***####***#####***######*****##*##*#**#*##***##### * * # * # * # # # * * * * # # # # * * * * * # # # # # * * ** Statement Number: R090000253 Amount: $2.00 03/19/200904:51 PM Payment Method: Cash Init: JLE Notation: JL VIELE ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 142,968.73 This Payment: $2.00 Total ALL Pmts: 142,968.73 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------ ------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 2.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090000252 Amount: $176.00 03/19/200904:50 PM Payment Method: Check Init: JLE Notation: 14366 JL VIELE ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 142,968.73 This Payment: $176.00 Total ALL Pmts: 142,966.73 Balance: $2.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ----------------- ------- - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 56.00 PF 00100003112300, PLAN CK - project GFP012 120.00 1/1 COLORADO February 27, 2009 Martin Haeberle Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: PERMIT NUMBER: REVISION NUMBER INTERNAL REF #: ADDRESS: Dear Mr. Haeberle, Building Department Services r_ Lions Square Lodge North Mansard Roof Revision B07 -0066 9 9723 635 West Lionshead Place, Vail, CO SAFEbuilt Colorado has reviewed the documents for conformance to the International Codes as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. The mansard roof revision will require the attic space created by the mansard to be ventilated (IBC 1203.2) and draft stopped at 3000 square foot intervals if not sprinkled (IBC 717.4). These conditions have been red -lined on the plans. Please verify planning and fire are approving prior to release. Plan review fee: 2 hours due = $120.00 1 4 P - (e- No additional square footage- No added valuation Sincere John Plano SAFEbuilt CO Plans Examiner /Senior Inspaector jolin.plano(a),SAFEbuilt.com 11s,00 Page 1 of 1 SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle, Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓V:\Plan Review \Vail \Lions Square Lodge North \tov -B07- 0066_rev9_1R9723_FAL.doc '0- y,% J Development Review Coordinator 75 South Frontage Road Vail, CO 81657 Phone: 970-479-2128 r3 Fax: 970 -479 -2172 Inspections: 970 -479 -2149 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: ( ) Response to Correction Letter _attached copy of correction letter Deferred Submittal () Other Project Address: („r„O � Lyz Oaz �\ 1 Contact Information Company: � � �Uft, ( Company Ph: (D J %� Fax: � (gyp - Fg23 Contact Name:�(1 Contact Ph: ( Cell: E -Mail: AAAA ��' \10'_ lSl�a vlY w "An cvl - t'o\V­L1 Town of Vail Contractor Registration No x le�u 401 � Signal ure (req ' d) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler /Alarm $ Total $ 0.00 Description / List of Changes: (Use additional sheet if necessary) Date Received FEB 17 1009 TOWN OF VAIL TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT MF BUILD PERMIT Permit #: B07 -0066 Project #: ?? Job Address.: 635 LIONSHEAD PL VAIL Status.....: Location......: LIONS SQUARE LODGE NORTH Applied...: Parcel No....: 210107204001 Issued ...: T -(� sb(e - C) 6 -1 Z Expires...: OWNER LIONSQUARE LODGE HOA 660 W. LIONSHAED PLACE VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, Vail CO 81657 License: 188 -A 03/23/2007 ISSUED 03/23/2007 04/15/2008 10/12/2008 03/23/2007 Phone: 970 - 476 -3082 #202 03/23/2007 Phone: 970 - 476 -3082 #202 Desciption: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS Occupancy: R2,S1,S2 Type Construction: IIIB,IA, Valuation: 5,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 0 }#f#} rt*## rt#+###### f#}}# f##}f######## f # # # #+f # # # } # # * # # * # # # # # f # #fff # # ## FEE SUMMARY }* *}**}*}}}++}} f} f}}*#**#**** * + * +f * * # * * * * # * * # } # }f * } *# # * * * * *+ Building - - ---> $56,708.75 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> 113, 420.50 Plan Check - -> $56,708.75 Recreation Fee -- ---------- > $0.00 Additional Fees ---------- > $8,222.77) Investigation -> $0.00 TOTAL FEES ------------- > 113,420.50 Total Permit Fee --------- > 105 197.73 Will Call - ---> $3.00 Payments------------------- > 105,197.73 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/01/2007 jplano Action: CR CORRECTION LETTER SENT 5/1/07 06/14/2007 MROYER Action: DN Correction letters sent to applicant 06/14/2007. Waiting for response. 09/12/2007 jplano Action: DN Corection letter sent on Sept. 12 2007. 01/29/2008 mroyer Action: AP B07 -0066 is approved IR #3616 Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained 03/17/2008 ependley Action: CR Letter sent 3/7/08 regarding interior finishes 03/17/2008 jplano Action: CR New drawings submitted combining core /shell and interiors. Changes also incorperated, design team has been notified not to respond to letter sent 3/7/08 until new drawings are reviewed. 04/04/2008 jplano Action: CR SHELLY HAS INDICATED THE DRAWINGS COMBINING THE CORE AND SHELL WITH INTERIORS WERE SUBMITTED IN ERROR. THE INTERIOR DRAWINGS SHOULD NOT HAVE BEEN INCLUDED, THESE SHOULD HAVE BEEN UPDATED CORE AND SHELL DRAWINGS ONLY. SB, TOV OFFICE AND FIELD. SETS WERE RETURNED TO THE APPLICANT. 04/04/2008 jplano Action: AP B07 -0066 is approved IR #3616 - Core and Shell only Building Permit is approved for release per SafeBuilt and Building Dept. Permit can not be released until Public Work Approval is Obtained Item: 05400 PLANNING DEPARTMENT 04/06/2007 bgibson Action: AP 06/14/2007 bgibson Action: PA revisions approved by planning 06/14/2007 bgibson Action: PA traffic control system submittal approval by planning 07/03/2007 bgibson Action: PA 2nd round comment responses approved. office set routed to John Plano. 09/05/2007 bgibson Action: PA 8/14/07 corrections approved by planning 10/22/2007 bgibson Action: NA 10/17/07 corrections not applicable to Planning. Office set route to SafeBuild. Item: 05600 FIRE DEPARTMENT 05/02/2007 mcgee Action: DN 1. Location of Fire Command Center is not approved. 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). S. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes. .( . 07/31/2007 mcgee Action: PA plans are stated as "schematic only ". Full detection is required per TOV adopted codes and standards. Final approval is subject to review of shop drawings. Item: 05500 PUBLIC WORKS 04/23/2007 tk Action: DN Comments provided to applicant 06/20/2007 tk Action: DN Comments provided to applicant dated 6/8/07 04/03/2008 tek Action: CR Comment provided to applicant in Memo dated 4 -1 -08 04/11/2008 tk Action: AP Full Building Permit approved with condtions See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BV TEL))PHONM4['9 2149 R AT OUR OFFICE FROM 8:00 AM 4 PM. n OR CONTRACTOR FOR HIMSELF AND OWNER r . CONDITIONS OF APPROVAL Permit #: B07 -0066 as of 04 -15 -2008 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT MF BUILD PERMIT Applied: 03/23/2007 Applicant: J.L. VIELE CONSTRUCTION Issued: 04/15/2008 970 - 476 -3082 To Expire: 10/12/2008 Job Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Parcel No: 210107204001 Description: COMMON ELEMENT OF LIONS SQUARE LODGE -NORTH BUILDING RENOVATION AND ADDITION OF UNITS **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C on diti ons: ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0009879 Building Permit Approved with the conditions stated on the memo dated 4/10/08. TOWN OF VAIL, COLORADO Statement *****#****####***##****##*##**#**##**####***######**###*#**## # # # * * # # # # # * * # # # # # # * * # # # # # * * * # ## Statement Number: R080000456 Amount: $105,197.73 04/15/200801:32 PM Payment Method: Check Init: DDG Notation: 11936 Viele Coinstruction ----------------------------------------------------------------------------- Permit No: B07 -0066 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 072 - 0400 -1 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: 105,197.73 This Payment: $105,197.73 Total ALL Pmts: 105,197.73 Balance: $0.00 ACCOUNT ITEM LIST: Account Code -------------- - - - Description - -- Current Pmts BP 00100003111100 ------------------------ - BUILDING PERMIT FEES - - - -- ------ - - - - -- 56,708.75 PF 00100003112300 PLAN CHECK FEES 31,781.75 PF 00100003112300, PLAN CK - project GFP012 16,704.23 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 0 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Buildin- Permit #: ,�07 -00(a - 970 - 479 -2149 (Inspections) A REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ** *All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. * ** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: - �- v Cz v.ch Cd ha lie._ 910 4 11_ ' ATTENTION: JOE, JR, CHARLIE, GR , CHRI Contractor Signature: )! I COMPLETE RFVISIONS FVAI 11ATInNS FnR Rini nmr. PFRMIT /l ahnr R Matarialcl REVISED AMOUNT: $ ELECTRICAL: $ [ OTHER: $ PLUMBING: $ Block: ' MECHANICAL: $ REVISED TOTAL: $ Lim �S'C_7E 0-T]"( rtt-i) f-OK t S /'1l l U 7 r Z) /+ �- For Parse/ # Contact Faa /e County A_s_se_s sor_s DNice at _970- 32A -RBQO ni visit a cvr z aarr /P_r n rr�ty cnm Parcel # Job Name: UCH �) Job Address: (doO • ( k). L-4Oy)Sr 1e tcdf r Legal Description Lot: Block: ' Filin &,! I 6 Subdivision: F wner j�l me: ^�u ' �} ' _ LGi Address: t >� �'' Phone: Ares itect/Des igner Address f 37C Phone:_ 03 _� 1 3 Engine r: Addre $: Lt/ c Phone' 7U -� 77L REASON FOR REVISIONS: - -Lc��2 cclvv�Q �p Work Class: New( ) Addition( ) Remodel ( ) Repair ( ) Demo ( ) Other P a. Y� 1L;1 ` Work Type: Interior( ()- Exterior( ) Both ( ) Does an EHU exist at this location: Yes( ) No Type of Bldg.: Single- family ( ) Two - family ( ) Multi- family Commercial (,-) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:. X- t No. of ccommodation Units in this building: 4 (- No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pe, f o$B>*nin NOT ALLOWED Does a Fire Alarm Exist: Yes (i,4' No ( ) Does a Fir 5 , in . er Sgstern Exist: Yes( ) No (,.3 J 0 /mr U ` ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE Date Received: Permit Fee (10): Plan Ck Fee (80)- Accepted By: Permit Fee (11): Outsourced Terms: n n — ky U= IN F: \cdev\ FORMS\ Permits\ Building\ building_revision_4- 18- 2007.doc Page 1 of 1 4/18/2007 TOWN OF VAIL THE TOWER RESIDENCES AT LION SQUARE PERMIT SET 2/1/2008 SPECIFICATIONS N 303256 ci Z® AIX �,. , D IEc IEawF(�i FEB 0 8 2008 I�I TOWN O F V AN ' FIELD COPY duN SAF ebu��t "' ----- al©rado . I ��J ti Chalfant Interiors, LLC Karen Chalfant, ASID P. O. Box 3815 Breckenridge, CO 80424 970 -389 -0674 Lion's Square New Condominiums 7/3/07 7/30/07 Revised 9/04/07 Revised 11/20/08 Revised (text in bold) 1/11/08 Revised (text in bold) 1/31/08 Revised (text in bold) Note: All Finish/Color /Stain Warm Hone v color selections are coordinated for a continuous color scheme. All Finish/Color /Stain Tobacco color selections are coordinated for a continuous color scheme with the use of the Warm Honey interior door and wood trim finish. Owners may select from all granite and tile selections (including kitchens) for additional secondary baths and powder room baths. Common Finishes — all u nits /all rooms Wall Finish: Drywall to have medium PT -4 Color: Hand trowel finish with Finish: 2 coats paint. Paint Warm Honey color scheme: 2 coats over prime coat PT - 1 Manufacturer: Sherwin Williams Color: Whole Wheat 6121 Finish: Eggshell Application: 2 coats over prime coat Location: Main room, Gallery, Kitchen PT -2 Color: Antique White 6119 Finish: Eggshell Application: 2 coats over prime coat Location: Bedrooms, Laundry Room, Closets and Baths PT -3 Color: Steady Brown 6110 Finish: Eggshell Application: 2 coats over prime coat Location: Powder Room Note: Interior designer to approve sample on site. Paint Tobacco color scheme: Manufacturer: Sherwin Williams PT -4 Color: Latte 6108 Finish: Eggshell Application: 2 coats over prime coat Location: Main room, Gallery, Kitchen PT -5 Color: Kilim Beige 6106 2 t t Finish: Eggshell Application: 2 coats over prime coat Location: Bedrooms, Laundry Room, Contact: Closets and Baths PT -6 Color: Coconut Husk 6111 Finish: Eggshell Application: 2 coats over prime coat Location: Powder Room Note: Interior designer to approve sample on site. Interior Doors Manufacturer: TruStile Doors (Denver) Contact: 866442 -5302 Dealer: Gregory Door Contact: John Gregory 970 - 453 -6428 Species: Select Alder Hinge: Ball Bearing, Nickel finish Style: Two Panel Flat Top OG Sticking and A Panel Profile TS2020 Thickness: 13/8" solid core Size: As noted on architectural Plans. Height: 7' - 6 " (all interior doors) Stain: Warm Honey Glaze: Coffee Glaze — sample to be approved. Some Distressing. Note: Some doors in Unit 2W NE corner unit are 6' -8" height. See Architectural Drawings. Note: The same door style is available in fire rated from 20 to 90 minute — to be provided where applicable. Interior Door Hardware Manufacturer: Rocky Mountain Hardware Builder's Series Style: LB60/EEB45 Handle: Lever Finish: White Bronze Light Patina Size: 2 1 /2" x 6 1 /2 " Escutcheon Retail Price: Note: Restrooms and bedrooms to have privacy lock, Door to have passage, Closet doors to have dummy. Hinges to have similar finish. 3 Note: Where there are doubles there needs to be a ball catch on each side. Note: Provide passage on single closet doors. Base Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Tabor Base 7 Size: 11/16" x 7" height Stain: Warm Honey Glaze: None Note: Special order in select alder. Door Case Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Tabor Casing Size: 13/16" x 3" Stain: Warm Honey Glaze: None Note: Stock item in select alder. Crown Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Stark Crown Size: 11/16" x 5 5/8" Stain: Warm Honey Glaze: None. Note: Special order in select alder. Plinth Block at Base Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Square Plinth Block Size: 7 1 /4 " H x 3 1 /4" W x 15/16" Stain: Warm Honey Glaze: None n Special Order Item Plinth Block as Casing/Top of doors Manufacturer: Contact: Species: Grade: Style: Size: Stain: Glaze: Note: Special Order Item Stark Lumber Company 303 -534 -8263 Alder Select Square Plinth Block 3' /4 "Hx3 1 /4" W 15/16" Warm Honey None Closet Shelves — All Units Note: All shelves to have melamine top (white) and alder wood trim on exposed wood edge in warm honey. Kitchen. Bath Cabinets / Knobs — All Units Source: Creative Cabinetry, Breckenridge Contact: David 970 - 453 -6500 Manufacturer: Dakota Kitchen & Bath, Inc. W arm Honev Color Scheme Door Style 1: 117 Panel R5 Door Framing SQ Door Edge: RD Distressing: Light, few knots, some worm holes Wood Species: Knotty Alder Stain: DK Special Stain Glaze: Black Finish: Satin Interior Box Finish: Natural Birch Shelves: Partical Board with Maple Melamine. Note: Natural Birch veneer on MDF shelves next upgrade (3 %). Note: Interior wood species box and shelves can be the same as cabinet door species natural (20 %) upgrade or stained (30 %) upgrade to match. Tobacco Color Scheme Door Style 2: 602 Panel: R2 Door Framing: RE Door Edge: RD 5 1 . Distressing: None Wood Species: Cherry Stain: CH Mahagony Glaze: Black Finish: Satin Interior Box Finish: Natural Birch Shelves: Partical Board with Maple Finish: Melamine. Note: Natural Birch veneer on MDF shelves next upgrade (3 %). Note: Interior wood species box and shelves can be the same as cabinet door species natural (20 %) upgrade or stained (30 %) upgrade to match. Cabinet Knob: Emtek Style: 1 1 /4 " Providence Knob Finish: Satin Nickel Retail Price: $5.25 each Undercabinet Li ting Note: Provide low profile under cabinet lighting where applicable in Kitchen. Can be provided by Dakota Cabinetry as an add on item. Alternate Bid: Specification by ME Engineers. Stair Handrail/Balusters — All Units Source: Provided by Viele Contact: Handrail Style: Ornamental Metal Finish: Satin or Brushed Nickel Size: Baluster Style: Ornamental Metal Finish: Satin or Brushed Nickel Size: Note: Architect, interior designer, or project manager to approve selection. Carpet — Bedrooms and Closets — All Units Manufacturer: Contact: Style: Color 1: Color 2: Color 3: Surface: Gauge: Tufts per sq. inch: Face Yarn: Woolshire Romane Williams 303 - 985 -3400 Cottage Weave 058019 Adobe 053075 Autumn Haze 053076 Golden Harvest Textured Loop Pile 1/8" 46.6 87% Virgin Wool 2 Smo oth Metal Transition Striae Manufacturer: Schluter, 800 - 472 -4588 Style Number: Reno -TK or Reno U Finish: Brushed Stainless Steel Location: Install at floor transitions Note: Flooring Contractor to select among various sizes to accommodate different heights in stone flooring, wood and carpeted areas. Wood Flooring — Kitchen, Living Area, and Powder Room — All Units Supplier: Larsen Distributing/ Contact: Floor Style Number 1: Species: Collection: Color: Pro Source Susan 303- 296 -7260 Oak Castle & Cottage Collection Oak Auburn Size: 5" width by 1/2 ", 1 strip Length: 18" to 54" varies in length Installation: Float -In Floor, Glue T & G Follow manufacturers Specifications and directions Note: This floor is recommended with Warm Honey color scheme and the alder cabinet door. Floor Style Number 2: Species: Walnut — Natural Color 7 13% Filament Nylon Face Weight: 50 ounces per sq. yd. tufted Pile Height: .28125/.21875 tufted Primary Backing: Woven Polypropylene Secondary Backing: ActionBac Total Weight: 84 ounces per sq. yd. Moth Resist: Treated Width: 12' Critical Radiant Flux: Type 1 Smoke Density: Less than 450 GSA Classification: Class A Carpet Pad: Treadmore, or 3/8" Rubber or Felt pad. Call Woolshire for Recommendation. Stretch in. Net Price Roll: $46.08 good through 2008 Per sales rep. Smo oth Metal Transition Striae Manufacturer: Schluter, 800 - 472 -4588 Style Number: Reno -TK or Reno U Finish: Brushed Stainless Steel Location: Install at floor transitions Note: Flooring Contractor to select among various sizes to accommodate different heights in stone flooring, wood and carpeted areas. Wood Flooring — Kitchen, Living Area, and Powder Room — All Units Supplier: Larsen Distributing/ Contact: Floor Style Number 1: Species: Collection: Color: Pro Source Susan 303- 296 -7260 Oak Castle & Cottage Collection Oak Auburn Size: 5" width by 1/2 ", 1 strip Length: 18" to 54" varies in length Installation: Float -In Floor, Glue T & G Follow manufacturers Specifications and directions Note: This floor is recommended with Warm Honey color scheme and the alder cabinet door. Floor Style Number 2: Species: Walnut — Natural Color 7 Collection: American Naturals Collection Color: Walnut Boston Size: 5" width by 1 /2 ", 1 strip Length: 6' (all boards) Installation: Float -In Floor, Wood Lock Stagger 8" to 10" Follow manufacturers Specifications and directions Note: This floor is recommended with the Tobacco color scheme and the cherry cabinet door. Note: If Powder Room is off of wood flooring area, use wood flooring. If Powder Room is off of stone flooring area, use stone flooring. Entry Flooring — All Units Source: Contact: Material: Color Number: Color Name: Retail Price: Size: Thickness: Pattern: Grout: Capco Pat Gooch (970) 513 -790' Stone ST TVCK 16 Cobblestone Kale Unfilled $8.37 per square foot 16" x 16 ", 8" x 16 ", %2 Running Bond — see plans Custom Building Products #156 Fawn Note: Seal stone and grout. Note: If Powder Room is off of wood flooring area, use wood flooring. If Powder Room is off of stone flooring area, use stone flooring. Stone at all Fireplaces — All Units Source: Same supplier as exterior Color: Same stone as exterior Size: Random Mortar: Same mortar as exterior Note: Final selection will depend on final exterior stone selection which will be similar to Volgelman Brown or Telluride Gold. Kitchen Fixtures and Appliances n Kitchen Sink — Standard Units Manufacturer: Kohler Series: Undertone Large Medium Undercounter sink Style Number: K -3150 Material: Stainless Steel, 18 gauge Interior Size: 28 1 /4 " x 17 7/8" Exterior Size: 31" x 20 1/8" Left Depth: 9 '/2" Right Depth: 7 %Z Retail Price: $1111.70 Kitchen Sink — Penthouse Units Manufacturer: Kohler Series: Undertone Extra Large/Medium Style Number: Undercounter sink Style Number: K -3356 Material: Stainless Steel, 18 gauge Interior Size: 32 7/8" x 17 7/8" Exterior Size: 35 1/8" x 20 1/8" Left Depth: 9 %z" Right Depth: 7 1 /2 99 Retail Price: $1111.70 Kitchen Faucet — All Units Manufacturer: Kohler Series: Evoke, Single control, pull out spray. Style Number: K -6331 -VS Finish: Vibrant Stainless Size: 11 15/16" Height 9" Extension Retail Price: $708.75 Instant Hot Dispenser — All Units Manufacturer: InSinkErator Style Number: Series 1100 F- GN1100 Stainless Steel Tank: SST -FLTR Finish: Brushed Chrome or Satin Nickel. Plumbing contractor to select which finish is closer to Kohler kitchen faucet finish Vibrant Stainless. Finish to be Oj approved by Shelly Mello. Secondary Kitchen Sink/Bar Sink (Where applicable) Manufacturer: Kohler Style Number: K- 3336/Undermount Finish: Stainless Steel Size: Size: Retail Price: 13 3 /4" x 15 3/8" Interior 15 x 17 1/8" Exterior $585.05 Secondary Kitchen Sink Faucet/Bar Faucet (Where applicable) Manufacturer: Kohler Style Number: K -6332 VS Style Name: Evoke, single control pull out Finish: Vibrant Stainless Size: 10 7/16" Height 8" Extension Retail Price: $708.75 Appliances: Note —All appliances are Viking in Stainless Steel Finish, Professional Series. Use wood panels on Trash Compactor and Dishwasher to match look of cabinet door and drawer with knob. All other appliance model numbers are currently listed as Stainless Steel ( -SS) Finish. Microwave /Convection Oven — All Units Model Number: VMOC205 -SS Trim Kit: VMTK306 -SS 30" Built In Trim Kit Note: Install over 30" wall oven. Wall Oven — Sinele Oven — All Units Electric Model Number: VESO130 -SS Style: Select Series Size: 30" wide Note: Install below 30" Microwave /Convection Oven Sealed Burner Gas Rani!eton — Standard Units Model Number: VGRT362 -6B -SS Size: 36" BTU: 15,000 Style: 6 Burners Backguard (required): B36TII Island Trim Note: Island Trim allow for a full tile backsplash behind the Rangetop Sealed Burner Gas Rangetop — Penthouse Units Model Number: VGRT482 -6Q -GS 10 Size: ma BTU: 15,000 Style: 6 Burners, 12" griddle Backguard (required): B48TII Island Trim Note: Island Trim allow for a full tile backsplash behind the Rangetop. Note: Use wall hood specification with this Rangetop. Note: If on an island with downdraft ventilator system, use the same model number for the cooktop. Warmina Drawe — Penthouse Units onl Model Number: VEWD163 -SS Size: 36" Location: Install beneath 48 "Rangetop Center. Pro Style Wall Hood — 36" Rangetop — Standard Units 18" Height Pro Style Wall Hood: VWH3648 -SS Ventilator: VIV600 600 CFM Interior Ventilator Size: 36" W, 18" H, 24" D Note: Both interior and exterior ventilators are available. Exterior Ventilators are quieter — plans seem to call for interior ventilators Electrician to verify. Note: Install hood 30" to 36" above rangetop. Note: Duct Covers are sold separately. 12" Duct Cover: DCW36 -SS Note: This hood is for rangetops installed next to a wall only. Pro Style Wall Hood — 48" Rangetop — Penthouse Units 18" Height Pro Style Wall Hood: VWH4848 -SS Ventilator: VIV 1200 1200 CFM Interior Ventilator Size: 48" W, 18" H, 24" D Note: Both interior and exterior ventilators are available. Exterior Ventilators are quieter — plans seem to call for interior ventilators Electrician to verify. Note: Install hood 30" to 36" above rangetop. Note: Duct Covers are sold separately. 12" Duct Cover: DCW48 -SS Note: This hood is for rangetops installed next to a wall only. Chimney Hood for Island Installation 48" Rangetop — Penthouse Unit 54" W Professional Series Chimney Island Hood VCIH5408 -SS 11 Ventilator: DIV1200 1200 CFM Interior Ventilator. Note: Both interior and exterior ventilators are available. Exterior Ventilators are quieter — plans seem to call for interior ventilators Electrician to verify. Note: This hood is for rangetops installed on a island only. Note: Duct covers available for 8',9',10' ceilings -sold separately. Note: Install 30" to 36" above rangetop. Refriserator/Freezer — Standard Units Model Number: VCBB363 -R (right hinge) — SS VCBB363 -L (left hinge) — SS Size: 36" Style: Bottom Freezer Finish: Stainless Steel Note: This unit has the same storage as a 42" side by side unit. Note: Must specify R of L Door hinge when ordering — cannot be Door swing cannot be changed on site. Refriserator/Freezer — Penthouse Units onl Model Number: VCSB483 -SS Size: 48" Style: Side by Side Finish: Stainless Steel Wine Cooler — Undercounter - Penthouse Units onl Model Number: VUWC 142 -R (right hinge) — SS VUWC 142 -R (left hinge) - SS Size: 24" width (Penthouse) Doors: Clear Glass Note: Must specify R of L Door hinge when ordering — cannot be Door swing cannot be changed on site. Wine Cooler Undercounter - Standard Units Model Number: VUWC 152 -R (right hinge) - SS VUWC 152 -L (left hinge) - SS Size: 15" width Doors: Clear Glass Note: Must specify R of L Door hinge when ordering — cannot be 12 Door swing cannot be changed on site. Dish Washer — All Units Model Number: DFUD042P (Custom Panel Application — Full overlay With hidden controls Series: Premium Size: 24" wide Interior Finish: Stainless Steel Note: Use standard cabinet knob for access. Note: Penthouse units are to have two dishwashers. Trash Compactor — All Units Model Number: DFC180 (Custom Panel Application) (Designer Series) Size: 18" wide Note: Use standard cabinet knob for access. Pendant Lights Fixture over Island — All Units Source: Foothills Lighting Manufacturer: Minka Lavery Style: 16 -84 Size: 5 1 /2 " w x 30" Lamping: 160 watt med Base Finish: Brushed Nickel Shade: Alabaster Dust Shade Dining Room Light by Owner Kitchen TableBanauet Light Fixture by Owner. Finish Group 1 "Tobacco'— Kitchen Granite Countertop: CTR -1 A Source: Capco Contact: Pat Gooch 513 -7901 Style Number: SL GRLA3 Color Name: Labrador Antique Material: 3 cm Edge Detail: Eased edge top and bottom BackWlash/Full Height Accent Tile: T -lA Source: Capco Contact: Pat Gooch 513 -7901 13 9 a Style Number: ST TVIN6P Color Name: Pat Gooch 513 -7901 Material: Stone Size: 6 x 6 Grout: Custom Building Products Thickness: #380 Haystack Pattern: Set diagonal. Finish Group 2 `Wa rm Honev " — Kitchen Gran ite Countertop: CTR -1 B Source: Capco Contact: Pat Gooch 513 -7901 Style Number: SL GRGCY3 Color Name: Golden Crystal Material: Slab Granite Thickness: 3 cm Edge Detail: Eased edge top and bottom Backsnlash/Full Height Accent Tile: T -1B Source: Capco Contact: Pat Gooch 513 -7901 Style Number: ST TVSF012 Color Name: Travertine Split Face Oro Gold Mosaic Material: Stone Size: 1" x 2" on mesh backing Grout: Custom Building Products # 156 Fawn Master Bath Fixtures Lavatory — All Units Manufacturer: Kohler Series: Memoirs, undercounter Style Number: K -2339 Material: Vitreous China Color: White Size: 20 11/16" x 17 5/16 "" Retail Price: $199.90 Note: ADA compliant, 2 per bath Faucet — All Units Manufacturer: Kohler Series: Devonshire 14 • Style Number: Finish: Retail Price: Note: ADA compliant, 2 per bath Rain Shower Head/Ceiling Mount — All Units Manufacturer: Series: Style Number: Size: K -394 -4 Widespread Brushed Nickel $ 380.80 Kohler Rain Shower Head/Traditional K -10122 7 7/8" diameter by 3 15/16" height Finish: Brushed Nickel Retail Price: $581.95 Style Number Ceiling Mount Showerarm: K -7396 Finish: Brushed Nickel Size: 3 Retail Price: Note: Single control Devonshire Rite Temp Pressure Balancing Value Trim to operate both Rain Shower Head and Hand Held Shower. Value selection to be by plumbing contractor. Hand Held Shower in Shower — All Units Manufacturer: Kohler Series: Bancroft Handshower Style Number: K -10597 Retail Price: $171.10 Series: Devonshire Rite Temp Pressure- Balancing Valve Trim Style Number: K- T397 -4 Retail Price: $120.45 Slidebar: K- 8524 -BN Retail Price: $241.80/ Shower Hose: K- 8593 -BN Retail Price: $136.75 Rite Temp Pressure Balancing Valve: Selection by plumbing contractor. Retail Price: Approx. $100.00 Note: ' /Z" pressure balancing valve. Shower Door - All Units Style: Frameless - Euro Size: Full height glass 15 r] Door Handle: Brushed Nickel Note: Contractor to present door handle options for selection by Interior designer or project manager — traditional style. Note: Door to be full height in Master Bath due to steamer. Toilet — All Units Manufacturer: Series: Style Number: Material: Color: Size: Kohler Memoirs Classic Design K -3451, Comfort Height, Elongated Bowl Vitreous China White 27 3/4" L x 17 1/2" W 28 3/8" H Retail Price: $774.35 Note: Trip lever to be Brushed Nickel Note: Features Class 5 Flushing Technology — standard on this model. Whirlpool Tub — All Units Manufacturer: Series: Style Number: Material: Color: Size: Retail Price: Kohler Tea for Two (Whirlpool) K-865 HM Pump at front of tub Cast Iron White 71 3 /4" x 36" x 20 7/8" $5398.55 Note: Has 6 flex jets and 1.5 variable speed pump. Note: Drop In installation —12" x 12" stone tiles on 4" surround on deck, 6" at tub filler location. Note: Provide Access panel to motor on front face of tub deck. Soap Shelf — All Units Note: Tile niche to be inset in shower walls. See architectural plans. Tub Filler — All Units Manufacturer: Kohler Series: Devonshire Style Number: K- T398 high flow Finish: Brushed Nickel Retail Price: $419.35 Verify location for tub filler on deck - must work with tub Hand Held Shower at Whirlpool Deck — All Units Manufacturer: Kohler Series: Bancroft Handshower 16 Style Number: Retail Price: Deck Mount Diverter: Retail Price: Finish: Hose: Retail Price: Deck Mount Handshower Holder: Style Number: Finish: Retail Price: K -10597 BN $171.10 K- 9530 -BN $263.30 Brushed Nickel K -8593 BN (verify) $136.75 Bancroft K -10573 Brushed Nickel $267.85 Robe Hook — All Units Kohler Manufacturer: Kohler Style: Devonshire Model Number: K -10555 Finish: Brushed Nickel Suggested Retail Price: $32.40 Note: Install 2 per master bath and secondary master bath and one In all other bath types. Model Number: Towel Bar — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10551 Size: 24" Finish: Brushed Nickel Suggested Retail Price: $69.70 OR Model Number: K -10552 Size: 30" Finish: Brushed Nickel Retail Price: $82.55 Note: Install 2 per bath Toilet Tissue Holder — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10554 BN Finish: Brushed Nickel Suggested Retail Price: $64.80 Framed Mirror — All Units: M -1 Source: Accessory Warehouse Contact: Vali (303)781 -3377 17 Frame Style: Size: RM26054 To be determined Mirror: Clean Cut, no bevel Note: Mirror to be glued to wall (with additional dry wall behind as needed for depth of frame) and frame to be cut and installed onsite around mirror. Provide openings in mirror for junction boxes — surface mounted light fixture to be mounted directly on mirror, centered and aligned over each sink and faucet. Note: 3 week lead time for frame materials. Light Fixture — All Units: L -1 Source: Manufacturer: Style/Model Number: Lamping: Finish: Foothills Lighting Kichler Wharton 536ONI 2 each 100 watt Brushed Nickel Location: Vanity on mirrors Size: 14" W x 10" H Suggested Retail Price: $90.00 each Note: Install with lights down, 2 per bath, align directly over center of sink basin. Note: Available in 22" wide 3 light fixture also — 5361NI Finish Group 1 "Tobacco'— Master Bath Stone Flooring: T -8A Source: Capco Contact: Pat Gooch 513 -7901 Style Number: ST XLSNGI2 Style Name: Limestone Nova Gold Honed Size: 12" x 12" Pattern: Diagonal Grout: Custom Bldg. Products #380 Haystack Retail Price: $18.25 Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Granite Countertop: CTR -4A Source: Contact: Capco Pat Gooch 513 -7901 W M Style Number: SL GRSI3 Style Name: Sucuri Size: 3 cm Edge Detail: Eased edge top and bottom Backsplash: See accent tile Stone Tub /Shower Surround: T -6A Capco Source: Capco Contact: Pat Gooch 513 -7901 Style Number: ST XLSNG12 Style Name: Limestone Nova Gold Honed Size: 12" x 12" Pattern: Set square Grout: Custom Bldg. Products #380 Retail Price: $18.25 per sq. ft. Note: Full height walls in shower and 36" overall height from floor at tub surround. Shower Flooring Capco Source: Capco Contact: Pat Gooch 513 -7901 Style Name: To be determined Style Number: SI OWLSCE Size: 12" x 12" mosaic Grout: Custom Building Products Retail Price: $ Accent Tile: T -7A Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Naples Light Matte Style Number: PA GT226 Size: 4" x 12" Grout: Custom Building Products #380 Haystack Location: One row in shower & Backsplash at countertop & around whirlpool tub and shower at same height as countertop — around entire bath and behind toilet. (approximately 36" AFF) Retail Price: $15.12 each Finish Group 2 "Warm Honey " — Master Bath Stone Flooring: T -8B Source: Capco 19 Contact: Pat Gooch 513 -7901 Style Number: ST XLSSHGI2 Style Name: Sahara Gold Size: Set diagonal Grout: Custom Building Products Grout: #156 Fawn Retail Price: $19.34 per sq. ft. Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Granite CountertoD: CTR -4B Source: Contact: Style Number: Style Name: Size: Edge Detail: Backsplash: Capco Pat Gooch 513 -7901 SL GRCLG3 Colonial Gold 3 cm Eased edge top and bottom See accent tile. Stone Tub /Shower Surround: T -6B Source: Pat Gooch 513 -7901 Style Name: Sahara Gold Style Number: ST XLSSHGI2 Size: 12" x 12" Retail Price: $19.34 Grout: Custom Building Products #10 Antique White Note: Full height walls in shower and 36" overall height from floor at tub surround. Shower Flooring: T -9B Source: Contact: Style Name: Size: Retail Price: Grout: Accent Tile: T -7B Source: Contact: Capco Pat Gooch ST LM122 2" x 2" on mesh $16.15 Custom Building Products #156 Fawn Capco Pat Gooch [rill Style Name: Sandgate Aspen Silver, Manufacturer: Traditional Ogee Style Number: QT MS 1 D04 Size: 2 x 12" Retail Price: $ Grout: Custom Building Products Size: #10 Antique White Location: One row in shower & Backsplash at countertop & around whirlpool tub and shower at same height as countertop — around entire bath and behind toilet. One row of 2" x 2" shower floor tile underneath for 4" height. (Install approximately 36" AFF) Secondary Master B ath and Secondary Bath Fixtures Lavatory — All Units Kohler Manufacturer: Kohler Series: Devonshire Style Number: K -2236, ADA compliant Material: Vitreous China Color: White Size: 18.5" x 14" Retail Price: $142.40 Faucet — All Units Manufacturer: Kohler Series: Forte, widespread, traditional levers Style Number: K- 10272 4A Finish: Brushed Nickel Retail Price: $400.75 Shower Faucet — All Units with sevarate Soaking Tub Manufacturer: Kohler Style: Forte Rite Temp Pressure Balancing Trim Style Number: K- T10276 — 4A Finish: Brushed Nickel Retail Price: $231.00 Tub /Shower Faucet — All Units with Tub /Shower Combination Manufacturer: Kohler Style: Forte Rite Temp 21 r Pressure Balancing Trim Style Number: K- T10274 — 4A Finish: Brushed Nickel Retail Price: $231.00 Soap Shelf — All Units Note: Tile niche to be inset in shower walls. See architectural plans. Shower Door — All Units Style: Size: Door Handle: Frameless — Euro Partial height glass Brushed Nickel (Style to be approved) •O Shower Rod and Brackets na, Tub /Shower Combination Manufacturer: Ginger Brackets Style Number: 638B Empire Style Retail Price: $131.00 Rod Style Number: 1139R/6 Retail Price: $165.00 Finish: Satin Nickel Soakiniz Tub — All Units Manufacturer: Kohler Series: Tea for Two (soaking) Style Number: K -863 Material: Cast Iron Color: White Size: 71 1 /4 " x 36" x 20 7/8" Retail Price: $3101.20 Style Number 5' -6" Length: K -855 Size: 66" L x 36" W x 24" H Retail Price: $1770.60 Note: Drop In installation —12" x 12" stone tiles on 4" surround on deck, 6" at tub filler location. Note: Tub size is dependant on unit floor plan. Tub Filler with Hand Shower — All Units with Separate Shower Manufacturer: Kohler Series: Forte 22 Y Style Number: K -T1- 292 -4A Finish: Brushed Nickel Retail Price: $447.10 Valve: K -438 -K Material: High flow 1 /2" valve w/ Color: Diverter Handshower: Forte K -10286 Finish: Brushed Nickel Retail Price: $171.10 Handshower Holder: K -368, deck mounted holder With hoses. Finish: Brushed Nickel Retail Price: $267.85 Toilet — All units Manufacturer: Kohler Series: Memoirs Classic Design Style Number: K -3451, Comfort Height, Elongated Bowl Material: Vitreous China Color: White Size: 27 3/4" L x 17 1/2" W 28 3/8" H Retail Price: $774.35 Note: Trip lever to be Brushed Nickel, Forte Style if possible Note: Features Class 5 Flushing Technology Robe Hook — All Units Manufacturer: Kohler Style: Forte Model Number: K -11375 BN Finish: Brushed Nickel Suggested Retail Price: $38.80 Note: Install 2 in secondary master baths, and one in third/fourth bath Towel Bar — All Units Manufacturer: Kohler Style: Forte 30" Model Number: K -11372 BN Suggested Retail Price: $109.80 OR 24" Model Number: K -113 71 -BN Suggested Retail Price: $96.70 Finish: Brushed Nickel 23 s Note: Order from above sizes to best suit bathroom wall space. Note: Install 2 per bath Toilet Tissue Hol — All Units Manufacturer: Kohler Style: Forte Model Number: K -11374 BN Finish: Brushed Nickel Suggested Retail Price: $77.30 Framed Mirror — All Units: M -2 Source: Accessory Warehouse Contact: Vali (303)781 -3377 Frame Style: DM50136B Size: To be determined Mirror: Clean Cut, no bevel Net Price: Approx. $150.00 Note: 3 week lead time. Order with 2 "D" rings on back for hanging on 2 nails or hooks so mirror does not shift — no wire between D rings. Note: In baths with 2 sinks, install one mirror over each sink. Light Fixture — All Secondary Masters or Secondary Baths: L -3 Source: Foothhills Lighting Manufacturer: Kichler Style/Model Number: 5472NI Lamping: 2 each 100 watt Finish Option 1: Brushed Nickel Size: 15" W x 8.5" H x 7.5" L Suggested Retail Price: $70.00 Note: In baths with 2 sinks, install one fixture over each sink on wall above mirror. Light Fixture (For third or fourth full bath units): L -2 Manufacturer: Kohler Style/Model Number: K -11367 Lamping: Finish Option 1: Size: Suggested Retail Price: Note: Install one fixture over sink on wall above mirror. 3 each 100 watt Brushed Nickel 23" W x 8 3 /4" H x 6 7/16" projection $285.00 Finish Group 1 "Tobacco " — Secondary Master Bath & Secondary Bath Stone Flooring: T -4A Source: Capco 24 rA M J Contact: Pat Gooch 513 -7901 Style Number: ST TVCC 12 Style Name: Travertine Cross Cut Cream Size: 12" x 12" Pattern: Set diagonal Retail Price: $10.92 Grout: Custom Building Products Grout: #380 Haystack Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Backsplash at countertop Granite Countertop: CTR -3A Source: Capco Contact: Pat Gooch 513 -7901 Style Number: Travertine Cross Cut Cream Style Name: Verde Fontain Size: 3 cm Edge Detail: Eased edge top and bottom Note: This granite is special order. Stone Tub /Shower Surround: T -2A Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Travertine Cross Cut Cream Style Number: ST TVCC 12 Size: 12" x 12" Pattern: Set square Retail Price: $10.92 Grout: Custom Building Products #380 Haystack Shower Floorine/Accent Tile T -3A Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Tumbled Dark Green Slate Style Number: ST RSDGH Size: 4" x 4 Retail Price: $15.39 per sq. ft. Location: One row in shower (eye level 5' -0" approx.). Shower Floor and one row for Backsplash at countertop Grout: Custom Building Products #380 Haystack Finish Group 2 "Warm Honey " — Secondary Master Bath & Secondary Bath Stone Flooring: T -4B Source: Capco 25 f • 3 Contact: Pat Gooch 513 -7901 Style Number: ST LSDF12 Style Name: Durango Limestone Honed Size: 12" x 12" Pattern: Diagonal on floor Retail Price: $9.99 per sq. ft. Grout: Custom Building Products Grout: #156 Fawn Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Grani Countertop: CTR -3B Source: Capco Contact: Pat Gooch 513 -7901 Style Number: Durango Limestone Honed Style Name: Kashmir Gold Size: 3 cm Edge Detail: Eased edge top and bottom Backsplash: Use 2 rows of shower floor Grout: Tile and one row of accent Tile. Stone Tu b /Shower Surround: T -2B Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Durango Limestone Honed Style Number: ST LSDF 12 Size: 12" x 12' Pattern: Set square on wall Retail Price: $9.99 per sq. ft. Grout: Custom Building Products # 10 Antique White Shower Flooring: T -5 Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Durango Style Number: ST LM122 Size: 2" x 2" on 12" mesh Retail Price: $16.15 Grout: Custom Building Products #156 Fawn Accent Tile: T -3B Source: Capco Contact: Pat Gooch 513 -7901 Mi • Style Name: Anticate Barcelona Source: Chiaro/Noce /Giallo Style Number: TY ABC212 Size: 1.5" x 12" Retail Price: $13.29 each Location: One row in shower above Note: Mirror to have 2 "D" 2 rows of shower floor tile vertical. Hang on two nails/hooks so mirror does not shift. at eye level — approx 5' -0" Pedestal Sink — All Units Same detail at backsplash Manufacturer: above countertop Grout: Custom Building Products Style Number: #10 Antique White Powder Room Framed Mirror — All Units: M -3 Kohler Source: Accessory Warehouse Contact: Vali (303)781 -3377 Frame Style: RM55654 Size: To be determined Mirror: Clean Cut, no bevel Note: Mirror to have 2 "D" rings on the back for hanging of mirror — vertical. Hang on two nails/hooks so mirror does not shift. Note: 3 week lead time for frame materials. Pedestal Sink — All Units Manufacturer: Kohler Series: Memoirs Style Number: K- 2268 -1 Material: Vitreous China Color: White Size: 30" W x 21 %" x 34 %" High Retail Price: $742.75 Faucet — All Units Manufacturer: Kohler Series: Devonshire Style Number: K -394 -4 Finish: Brushed Nickel Retail Price: $380.80 Toilet — All Units Manufacturer: Kohler Series: Memoirs, Stately Design 27 9 • r Style Number: K -3453 Comfort Height Style Number: Elongated Bowl Material: Vitreous China Color: White Size: 27 3/4" L x 18 1 /4 " W x Finish: 28 1/8" H Retail Price: $851.80 Note: Trip lever to be Brushed Nickel, Devonshire Style Note: Features Class 5 Flushing System Quantity: Towel Bar —All Units Location: Manufacturer: Kohler Style: Devonshire Model Number: K -10550 Size: 18" Finish: Brushed Nickel Suggested Retail Price: $69.70 Note: Install one per bath Toilet Tissue Holder — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10554 BN Finish: Brushed Nickel Suggested Retail Price: $64.80 Light Fixture — All Units: L -4 Manufacturer: Kohler Style Number: Devonshire 1 Light Fixture K -10570 Size: 4 15/16" wide x 91/8" x 6" Projection Finish: Brushed Nickel Lamps: 1 each 100 watt Retail Price: $112.00 each Quantity: 2 per bath Location: right and left of wall mirror Laundry Room Flooring — All Units Source: Capco W." r w 4 Contact: Pat Gooch Material: Porcelain Tile Style Number: RX T912 Retail Price: $6.57 per sq. ft. Grout: Custom B1dg.Products #156 Backsplash: Fawn. Seal grout. Pattern: Set square Countertop — All Units: CTR -2 Manufacturer: Silestone Pattern: 1011 Color Name: Beige Olimpo Edge Detail: Slight ease top edge 1 V2 Thick Backsplash: 4" height, square Laundry Sink — All Units Manufacturer: Kohler Style Number: K- 3206 -3 Series: Ballad Self Rimming Material: Stainless Steel 18 gauge Size: 25" x 22" x 10 1 /4 " Retail Price: $749.50 Note: 3 hole drilling Faucet — All Units Manufacturer: Kohler Series: Coralais Finish: Polished Chrome Retail Price: $136.30 Washer & Dryer — Side by Manufacturer: Whirlpool Color: White Series: Duet Front Loading Washer model number: WFW9200S Dryer model number: WED9200S Color: White on white Size: 27" W x 31 %2" D x 38" H Note: Front loading, under counter installation Washer & Dryer — Stacked as Aualicable Manufacturer: Color: Speed Queen White 29 e f 14 Series: Commercial Homestyle Washer/Dryer model number: LTSA7 - Electric Dryer Color: White on white Size: 26 7/8" W x 28" D x 75" H Note: Front loading, all controls within reach Laundry Room Cabinets / Knobs — All Units Source: Creative Cabinetry, Breckenridge Contact: David 970 - 453 -6500 Manufacturer: Dakota Kitchen & Bath, Inc. Warm Honey Color Scheme to match wood trim in all units — One Door and Finish only. Door Style: To be determined Panel Look Door Front: To be determined Door Framing Door Edge: Wood Species Look: Material: Color: Interior Box Finish: Shelves: To be determined To be determined Knotty Alder Thermofoil Vacumn sealed on MDF door Front. To be determined Natural Birch Partical Board with Maple Melamine. Note: Savings is 8% less than the base price of the standard cabinets. Also, any upcharges for alder or cherry does not apply which were above the standard base price of cabinets. Note: Natural Birch veneer on MDF shelves next upgrade (3 %). Note: Interior wood species box and shelves can be the same as cabinet door species natural (20 %) upgrade or stained (30 %) upgrade to match. Note: Brochure on order form more information on door style, wood look, and color finish. 30 �J 0 SAFEbufltinC, COLORADO Building Department Services January 29, 2008 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Lion Square Lodge North PERMIT NUMB INTERNAL REF #: 6460 ADDRESS: 660 West Lion Head Place Dear Mr. Davis: LJ SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: Administrative Modification #1 S -2 over the S-2 Administrative Modification #2 50% protected openings at the north wall Administrative Modification #3 Common Path of Egress Travel Sincerely, Matthew Royer Building Official SAFEbuilt Colorado matt.royer(ri ,,SAFEbuilt.com Page I of I SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle, Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓V: ^•.Plan Review`•.Vail \Lions Square Lodge North \Lion square lodge north admin mods FAL.doc 1 t J. L. VIELE CONSTRUCTION, INC. 1000 S. Frontage Road West, Suite 202 Vail, Colorado 81657 Phone: 970 -476 -3082 Fax: 970 - 476 -3423 TO: Joe Suther Town of Vail WE ARE SENDING YOU Shop Drawings _ Copy of Letter LETTER OF TRANSMITTAL DATE: 1.7.08 JOB #: ATTENTION: RE: Lions Square North Building Permit _X_ Attached Under separate cover via the following items: Prints X Plans _ Samples _Specifications Change Orders X Other COPIES DATE NO. DESCRIPTION 5 11.27.07 Executed copy of AMR #1 5 11.27.07 Executed copy of AMR #2 5 11.27.07 Executed copy of AMR #3 THESE ARE TRANSMITTED as checked below: _X_ For approval _ Approved as submitted _ Resubmit copies for approval For your use Approved as noted Submit _copies for distribution As requested _ Returned for corrections _ Return _ corrected prints For review and comment Other PRINTS RETURNED AFTER LOAN TO US REMARKS (0 s D III JAN 0 7 2008 TOW OF V /�I!�,, _ __ COPY TO: SIGNEP:�Ily Mello If enclosures are not as noted, kindly notify us at once. Thank you. 'J. L. VIELE CONSTROION, INC. LETTE *F TRANSMITTAL 1000 S. Frontage Road West, Suite 202 -,. < Of Vail Vail, Colorado 81657 Phone: 970 - 476 -3082 Fax: 970 - 476 -3423 DATE: 08 B #: TO: � �� ATTENTION: Town of Vail RE: Lions Square North Building Permit WE ARE SENDING YOU _X_ Attached _Under separate cover via the following items: _ Shop Drawings _ Prints Plans _ Samples _Specifications _ Copy of Letter _ Change Orders X Other THESE ARE TRANSMITTED as checked below: For approval _ Approved as submitted _ Resubmit _ copies for approval For your use _ Approved as noted _ Submit _copies for distribution X As requested _ Returned for corrections _ Return _ corrected prints For review and comment Other PRINTS RETURNED AFTER LOAN TO US Joe: Attached is the application form for the interior finish plans for the Lions Square North 9 additional units. The plans were submitted previously on 2.8.08. This is an amendment to permit # B007 -0066. Please contact Tony Faulhaber at 970 -476 -3082 with any questions. COPY TO: SIGNED:_ Shelly Mello If enclosures are not as noted, kindly notify us at once. Thank you. TOWN OF VA ®i , DES RIPTION THESE ARE TRANSMITTED as checked below: For approval _ Approved as submitted _ Resubmit _ copies for approval For your use _ Approved as noted _ Submit _copies for distribution X As requested _ Returned for corrections _ Return _ corrected prints For review and comment Other PRINTS RETURNED AFTER LOAN TO US Joe: Attached is the application form for the interior finish plans for the Lions Square North 9 additional units. The plans were submitted previously on 2.8.08. This is an amendment to permit # B007 -0066. Please contact Tony Faulhaber at 970 -476 -3082 with any questions. COPY TO: SIGNED:_ Shelly Mello If enclosures are not as noted, kindly notify us at once. Thank you. TOWN OF VA .07/24/2001 TUB 12144 FAX 9 *4106 COKOAST CABLE imoollool O 6 • KIV51 ' Pe ;A41 fz p L L t I D r)b EWED BY. �J1 L THESE PLANS HAVE. BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL STANDARDS ONLY THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY' ENGINEER, - OR THE i_QCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN. EAGLE RIVER. WATER AND SANITATION DISTRICT E3*• . DATE: HOLY.CROSS ENERGY BY.. DATE: jKCEL ENERGY BY. ATE:• QWEST B_y: DATE: 6 COMCAST CABLE, • DATE: - 9 -07 8 y . 0A APR.'-. -3 'REVIEWED BY: L THESE PLANS HAVE. BEEN REVIEWED BY THE . FOLLOWING -LOCAL ENTITIES FOR CONCEPT AND 'CONFORMANCE TO LOCAL STANDARDS ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY. BY THE �. REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN.'.. EAGLE RIVER. WATER -AND ..SANITATION DISTRICT DATE:a -/� $ HOLY. CROSS ENERGY BY: • G'�. T XCEL EI ERGY DATE :. QWEST . - -- - - - -- DATE: �+ COMCAST CABLE. . j Y: DATE: APR R - 3 1008 _.... - r pwN OF V .; : AIL J. L. VIELE CONSTRATION, INC. 1000 S. Frontage Road West, Suite 202 Vail, Colorado 81657 Phone: 970 -476 -3082 Fax: 970 - 476.3423 TO: Joe Suther Town of Vail WE ARE SENDING YOU Shop Drawings _ Copy of Letter LETTEPOF TRANSMITTAL DATE: 3.10.08 JOB #; ATTENTION: RE: Lions Square North Building Permit _X_ Attached _Under separate cover via the following items: _ Prints Plans _ Samples _Specifications Change Orders X Other COPIES DATE NO. DESCRIPTION 5 2.15.08 Narrative of Delta 8 drawings dated February 15, 2008 THESE ARE TRANSMITTED as checked below: _X_ For approval _ Approved as submitted X For your use _ Approved as noted As requested — Returned for corrections _ For review and comment Other _ Resubmit _ copies for approval _ Submit _copies for distribution _ Return — corrected prints — PRINTS RETURNED AFTER LOAN TO US REMARKS Joe: Attached is the written narrative for all of the changes for the Final plan submittal for the LSN project building permit. This narrative covers all items included in Delta 8 drawings dated February 15, 2008 which have already been submitted. Please call me with questions. COPY TO: SIGNED: If enclosures are not as noted, kindly notify us at once. Thank you. D I FdWE she"IM OF VAIL _ • • 7 T . Lion Square Lodge North Building 660 West Lionshead Place Lionshead, Colorado 2/15/08 The following is a list of revisions / coordination items that have occurred since the final round of plan review comments from 11 -27 -07 and are incorporated into the delta 8 drawings labeled "for construction" dated 2- 15 -08: Civil Drawings C1.0: The original north tiered site wall was deleted from the drawings to reflect the new parking garage layout. 2. C3.0: The foundation drain has been modified to reflect the new parking garage layout. Architectural Drawings 1. A1.0: The sheet index has been updated to reflect the current list of drawings. The tower residence tenant finish drawings have been incorporated into the core and shell drawing package. 2. A2.0: the floor plan has been revised to reflect the new parking garage layout. 3. A2.0.1, A2.1.1, A2.2.1, A2.3.1, A2.4.1, A2.5.1, A2.6.1: the dimensions have been updated to reflect the requirement of verifying existing building field conditions relative to the new construction. 4. A2.1: the floor plan has been revised to reflect the new parking garage layout. The north wall of the parking garage that parallels the north property line has been revised to be a full height structural wall. 5. A2.2: The sod covered roof has been extended to the new full height wall parallel to the north property line. A mechanical grate has been added at grids T,0.5 to maintain the intake ventilation requirement for the garage. 6. A2.2: All windows have been deleted at stair A. 7. A2.2: the gas meters are now graphically shown at grids D,2. 8. A2.2: planter boxes have been removed from the project. f • E 9. A2.3.1: the dimensions have been updated to reflect the requirement of verifying existing building field conditions relative to the new construction. 10.A2.4: Windows along grid 5.5 have been revised. 11.A2.5: roof drains added to the flat portion of roof between grids T -U, 1.5 -4. 12.A2.7: the gutter system at the two new towers revised to be exterior heat traced copper half round gutters w/ exterior heat traced copper downspouts. 13.A2.7: the chimney at the east tower has been deleted. 14.A2.7: roof drain added to the flat portion of roof at grids E,8. 15. A4.1: partial elevations added to sheet. 16.A4.1, A4.2, A4.3, A4.4, A4.5: Exterior gutters and downspouts added 17.A4.1, A4.2, A4.3, A4.4, A4.5: Elevation key notes revised 18. A4.1, A4.2, A4.3, A4.4, A4.5: Windows mulled together. 19. A4.1, A4.2, A4.3, A4.4, A4.5: Windows head lowered based on interior layout. 20.A4.1, A4.2, A4.3, A4.4, A4.5: Chimney shrouds removed. 21. A4.6, A4.7: Window elevations updated to match elevations 22. A5.1, A5.2, A5.3, A5.4, A5.5, A5.6, A5.7, A5.8: Chimney shrouds removed from all sections. 23. A5.1, A5.2, A5.3, A5.4, A5.5, A5.6, A5.7, A5.8: Windows shown mulled together. 24.A5.1, A5.2, A5.3, A5.4, A5.5, A5.6, A5.7, A5.8: Window trims updated to reflect elevations. 25.A5.2: chimney added in detail 1 for routing of fireplaces at existing unit stack. 26.A6.1, A6.2, A6.3, A6.4, A6.5, A6.6, A6.7: Sections updated to reflect elevation and detail revisions. 27. A8.1: Deck edge trim detail revised in all deck details. 28.A8.2: Detail 12 added. 29.A8.3: Detail 6 revised to reflect external gutters. 30.A8.3: Detail 8 revised to show parapet condition 31.A8.3: Detail 4 revised to remove chimney shroud. 32.A8.3: Detail 7 revised to reflect correct flashing 33.A8.4: Details 1,4 flashing revised. 34.A8.1,A8.2, A8.3, A8.4, A8.5: All trim revised to be cementitious. 35. A8.5: window trim detailing revised 36.A8.7: Detail 1 added 37. A9.1: details 10 -14 added. 38.A9.1: Detail 15 revised to reflect vertical reverse cementitious board and batten material 39. A9.2,A9.3, A9.4: Jamb details revised to reflect window trim condition and the mulled window conditions. 40. A10.1, A10.2: windows schedule and elevations revised to match updated window conditions. Structural Drawings 1. Refer to Sheet S2.0: Between towers, revise extent of concrete basement wall around perimeter of parking level below grade. Between Grid T and Grid V, add mechanical ventilation shaft room north of Grid 1. 2. Refer to Sheet S2.1: At west tower, reduce length of concrete shear wall parallel to and nearly on Grid 3. Between towers, adjust location of encased steel columns and composite steel girders to accommodate parking revisions. • • 3. Refer to S2.1 E- Revise exterior pilasters locations on south wall to facilitate framing alignment. Shade in new foundation area on north side between XF and XH. 4. Refer to Sheet S2.2: Between towers, increase extent of composite steel framing to support additional sod roof area brought about by parking revisions. Between towers, move north wall further north to adjacent property line to accommodate parking revisions. Between towers, extend sod roof to Grid U.5. Between towers, adjust location of encased steel columns and composite steel girders to accommodate parking revisions. At west tower, reduce length of concrete shear wall parallel to and nearly on Grid 3. At west tower, introduce steel moment frame along Grid A to stabilize turret. At west tower, delete concrete shear wall along Grid C formerly required to stabilize turret. At west and east tower, dimension beams and columns not located on gridlines. 5. Refer to S2.2W - Revise direction of framing on north exterior walkway to facilitate concrete topping, waterproofing, and drainage. Revise south side deck framing to facilitate concrete topping, waterproofing, and drainage. Revise column locations to align framing. 6. Refer to S2.2E - Revise direction of framing on north exterior walkway to facilitate concrete topping, waterproofing, and drainage. Revise south side deck framing to facilitate concrete topping, waterproofing, and drainage. Revise column locations to align framing. 7. Refer to Sheet S2.3: At west tower, introduce steel moment frame along Grid A to stabilize turret. At west tower, delete concrete shear wall along Grid C formerly required to stabilize turret. At west tower, reduce length of concrete shear wall parallel to and nearly on Grid 3. At west tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At west tower, clarify balcony /deck framing between Grid A and Grid C. At east tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At west and east tower, dimension beams and columns not located on gridlines. 8. Refer to S2.3W - Revise direction of framing on north exterior walkway to facilitate concrete topping, waterproofing, and drainage. Revise south side deck framing to facilitate concrete topping, waterproofing, and drainage. Revise column locations to align framing. 0 • 9. Refer to S2.3E - Revise direction of framing on north exterior walkway to facilitate concrete topping, waterproofing, and drainage. Revise south side deck framing to facilitate concrete topping, waterproofing, and drainage. Revise column locations to align framing. 10. Refer to Sheet S2.4: At west tower, introduce steel moment frame along Grid A to stabilize turret. At west tower, delete concrete shear wall along Grid C formerly required to stabilize turret. At west tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At east tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At west and east tower, dimension beams and columns not located on gridlines. 11. Refer to S2.4W - Revise framing for screen wall on north side between XA and XC per new location. Change roof structural fascia from 7' /a V.L. to 12" V.L. Remove portion of loft infill framing. 12. Refer to S2.4E - Remove portion of loft infill framing. 13. Refer to Sheet S2.5: At west tower, introduce steel moment frame along Grid A to stabilize turret. At west tower, deleted concrete shear wall along Grid C formerly required to stabilize turret. At west tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At west tower, clarify balcony /deck framing between Grid A and Grid C. At west tower, reduce height of concrete stair Core A to terminate at fifth level and transition to steel framing above to accommodate transition of architectural finishes. At east tower, reduce height of concrete stair Core D to terminate at fifth level and transition to steel framing above to accommodate transition of architectural finishes. At east tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At west and east tower, dimension beams and columns not located on gridlines. 14. Refer to S2.5E- Change roof structural fascia from 7' /a V.L. to 12" V.L. 15. Refer to Sheet S2.6: At west tower, introduce steel moment frame along Grid A to stabilize turret. At west tower, deleted concrete shear wall along Grid C formerly required to stabilize turret. At west tower, indicate, dimension and detail openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At east tower, indicate, dimension and detail • openings /penetrations through steel beam webs required to accommodate mechanical systems above architectural ceilings. At west and east tower, dimension beams and columns not located on gridlines. 16. Refer to Sheet S2.7: At east tower, omit steel columns and braces formerly required to stabilize chimney. At east tower, omit moment connections in roof rafters formerly required to stabilize chimney. At west tower, omit steel columns and braced formerly required to stabilize chimney near Core E. 17. Refer to S3.3 a. Section 2 - Add stone veneer and steel ledger angle. b. Section 102, Section 103, Section 104, Section 106, Section 110 - Revise Sections to facilitate concrete topping, waterproofing, and roof drainage. C. Change Section 107 to new Section. 18. Refer to S3.4 a. Section 2, Section 3, Section 5, Section 12 - Eliminate cut in roof gutter and show joist eave full depth. Change fascia depth. b. Section 9 - Change fascia depth. C. Section 20 - Eliminate tube steel framing for chimney cap. 19. Refer to Sheet S5.3: Modify Detail 8 to reflect new framing condition brought about by parking revisions. Add Detail 9 to clarify framing conditions brought about by parking revisions. Add Detail 15 to clarify framing conditions brought about by parking revisions. Add Detail 16 to clarify framing conditions in residential unit above parking ramp. Add Detail 17 to clarify changes to configuration of concrete shear wall along Grid 3. MEP Drawings 1) Updated fan coils to the core and shell drawings to coordinate with tenant finish project. 2) Updated ductwork for core and shell drawings to coordinate with tenant finish project. 3) Updated the mechanical piping to the core and shell drawings to coordinate with tenant finish project. 4) Added cabinet heaters as needed to core and shell drawings. 5) Added floor drains to all laundry rooms. 6) Updated core and shell overflow, roof, deck, and storm drains along with the routing. Added scuppers. 7) Added steam shower units to every master bathroom, for TI and core and shell. 8) Changed diffusers and return grills on core and shell drawings. 9) Added beam penetrations and coordinated all piping and ductwork with structural for core and shell drawings to coordinate with tenant finish project. 10) Updated heating, chilling and plumbing risers to core and shell drawings to coordinate with tenant finish project. 11) Re- routed all heating & chiller water, domestic and recirculation piping to coordinate with tenant finish project. 12) Updated boiler & chiller, piping & water diagrams. 13) Added pump & rototwist details. 14) Changed schedules: roof and deck drains, expansion tanks, pumps, air devices, exhaust fans, cabinet heaters & fan coils. Fire Protection Drawings 1 Sprinkler and alarm drawings revised to reflect the parking garage plan change. C THE TOWER RESIDENCES AT LION SQUARE PERMIT SET cJ C 2/1/2008 D FEB 0 8 2008 SPECIFICATIONS TOWN OF VAIL y b A �t m "d' ` i.ImbIZI iIY� 4L�6t � s w s d • 303256 i Chalfant Interiors, LLC Karen Chalfant, ASID P. O. Box 3815 Breckenridge, CO 80424 970 - 389 -0674 • Lion's Square New Condominiums 7/3/07 7/30/07 Revised 9/04/07 Revised 11/20/08 Revised (text in bold) 1/11/08 Revised (text in bold) 1/31/08 Revised (text in bold) Note: All Finish/Color /Stain Warm Hone v color selections are coordinated for a continuous color scheme. All Finish/Color /Stain Tobacco color selections are coordinated for a continuous color scheme with the use of the Warm Honey interior door and wood trim finish. Owners may select from all granite and tile selections (including kitchens) for additional secondary baths and powder room baths. Common Finishes — all units /all rooms Wall Finish: Drywall to have medium PT -4 Color: Hand trowel finish with Finish: 2 coats paint. Paint Warm Honey color scheme: 2 coats over prime coat PT - 1 Manufacturer: Sherwin Williams Color: Whole Wheat 6121 Finish: Eggshell Application: 2 coats. over prime coat Location: Main room, Gallery, Kitchen PT -2 Color: Antique White 6119 Finish: Eggshell Application: 2 coats over prime coat Location: Bedrooms, Laundry Room, Closets and Baths PT -3 Color: Steady Brown 6110 Finish: Eggshell Application: 2 coats over prime coat Location: Powder Room Note: Interior designer to approve sample on site. Paint Tobacco color scheme: Manufacturer: Sherwin Williams PT -4 Color: Latte 6108 Finish: Eggshell Application: 2 coats over prime coat Location: Main room, Gallery, Kitchen PT -5 Color: Kilim Beige 6106 2 • • Finish: Application: Location: PT -6 Color: Finish: Application: Location: Note: Interior designer to approve sample on site. Interior Doors Eggshell 2 coats over prime coat Bedrooms, Laundry Room, Closets and Baths Coconut Husk 6111 Eggshell 2 coats over prime coat Powder Room Manufacturer: TruStile Doors (Denver) Contact: 866- 442 -5302 Dealer: Gregory Door Contact: John Gregory 970 - 453 -6428 Species: Select Alder Hinge: Ball Bearing, Nickel finish Style: Two Panel Flat Top OG Sticking and A Panel Profile TS2020 Thickness: 13/8" solid core Size: As noted on architectural Plans. Height: 7' -6" (all interior doors) Stain: Warm Honey Glaze: Coffee Glaze — sample to be approved. Some Distressing. Note: Some doors in Unit 2W NE corner unit are 6' -8" height. See Architectural Drawings. Note: The same door style is available in fire rated from 20 to 90 minute — to be provided where applicable. Interior Door Hardware Manufacturer: Rocky Mountain Hardware Builder's Series Style: LB60 /EEB45 Handle: Lever Finish: White Bronze Light Patina Size: 2 %s" x 6/2" Escutcheon Retail Price: Note: Restrooms and bedrooms to have privacy lock, Door to have passage, Closet doors to have dummy. Hinges to have similar finish. 3 Note: Where there are doubles there needs to be a ball catch on each side. Note: Provide passage on single closet doors. Base Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Tabor Base 7 Size: 11/16" x 7" height Stain: Warm Honey Glaze: None Note: Special order in select alder. Door Case Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Tabor Casing Size: 13/16" x 3" Stain: Warm Honey Glaze: None Note: Stock item in select alder. Crown Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Stark Crown Size: 11/16" x 5 5/8" Stain: Warm Honey Glaze: None. Note: Special order in select alder. Plinth Block at Base Manufacturer: Stark Lumber Company Contact: 303 -534 -8263 Species: Alder Grade: Select Style: Square Plinth Block Size: 7 '/4" H x 3 '/4" W x 15/16" Stain: Warm Honey Glaze: None 4 • Special Order Item Plinth Block as CasinS/TOD of doors Manufacturer: Contact: Species: Grade: Style: Size: Stain: Glaze: Note: Special Order Item • Stark Lumber Company 303 -534 -8263 Alder Select Square Plinth Block 3 1 /4 "Hx3 1 /4 "Wx 15/16" Warm Honey None Closet Shelves — All Units Note: All shelves to have melamine top (white) and alder wood trim on exposed wood edge in warm honey. Kitchen. Bath Cabinets / Knobs — All Units Source: Creative Cabinetry, Breckenridge Contact: David 970 - 453 -6500 Manufacturer: Dakota Kitchen & Bath, Inc. Warm Honev Color Scheme Door Style 1: 117 Panel R5 Door Framing SQ Door Edge: RD Distressing: Light, few knots, some worm holes Wood Species: Knotty Alder Stain: DK Special Stain Glaze: Black Finish: Satin Interior Box Finish: Natural Birch Shelves: Partical Board with Maple Melamine. Note: Natural Birch veneer on MDF shelves next upgrade (3 %). Note: Interior wood species box and shelves can be the same as cabinet door species natural (20 %) upgrade or stained (30 %) upgrade to match. Tobacco Color Scheme Door Style 2: 602 Panel: R2 Door Framing: RE Door Edge: RD 5 • Distressing: None Wood Species: Cherry Stain: CH Mahagony Glaze: Black Finish: Satin Interior Box Finish: Natural Birch Shelves: Partical Board with Maple Melamine. Note: Natural Birch veneer on MDF shelves next upgrade (3%). Note: Interior wood species box and shelves can be the same as cabinet door species natural (20 %) upgrade or stained (30 %) upgrade to match. Cabinet Knob: Emtek Style: 1 1 /4 " Providence Knob Finish: Satin Nickel Retail Price: $5.25 each Undercabinet Li hting Note: Provide low profile under cabinet lighting where applicable in Kitchen. Can be provided by Dakota Cabinetry as an add on item. Alternate Bid: Specification by ME Engineers. Stair Handrail/Balusters — All Units Source: Contact: Handrail Style: Finish: Size: Baluster Style: Finish: Size: Provided by Viele Ornamental Metal Satin or Brushed Nickel Ornamental Metal Satin or Brushed Nickel Note: Architect, interior designer, or project manager to approve selection. Carpet — Bedrooms and Closets — All Units Manufacturer: Contact: Style: Color 1: Color 2: Color 3: Surface: Gauge: Tufts per sq. inch: Face Yarn: Woolshire Romane Williams 303 - 985 -3400 Cottage Weave 058019 Adobe 053075 Autumn Haze 053076 Golden Harvest Textured Loop Pile 1/8" 46.6 87% Virgin Wool 0 0 0 Smooth Metal Transition Striae Manufacturer: Schluter, 800 - 472 -4588 Style Number: Reno -TK or Reno U Finish: Brushed Stainless Steel Location: Install at floor transitions Note: Flooring Contractor to select among various sizes to accommodate different heights in stone flooring, wood and carpeted areas. Wood Flooring — Kitchen. Livina Area. and Powder Room — All Units Supplier: Larsen Distributing/ Contact: Floor Style Number 1: Species: Collection: Color: Size: Length: Installation: Pro Source Susan 303 - 296 -7260 Oak Castle & Cottage Collection Oak Auburn 5" width by 1/2", 1 strip 18" to 54" varies in length Float -In Floor, Glue T & G Follow manufacturers Specifications and directions Note: This floor is recommended with Warm Honey color scheme and the alder cabinet door. Floor Style Number 2: Species: Walnut — Natural Color 7 13% Filament Nylon Face Weight: 50 ounces per sq. yd. tufted Pile Height: .28125/.21875 tufted Primary Backing: Woven Polypropylene Secondary Backing: ActionBac Total Weight: 84 ounces per sq. yd. Moth Resist: Treated Width: 12' Critical Radiant Flux: Type 1 Smoke Density: Less than 450 GSA Classification: Class A Carpet Pad: Treadmore, 1 /4 " or 3/8" Rubber or Felt pad. Call Woolshire for Recommendation. Stretch in. Net Price Roll: $46.08 good through 2008 Per sales rep. Smooth Metal Transition Striae Manufacturer: Schluter, 800 - 472 -4588 Style Number: Reno -TK or Reno U Finish: Brushed Stainless Steel Location: Install at floor transitions Note: Flooring Contractor to select among various sizes to accommodate different heights in stone flooring, wood and carpeted areas. Wood Flooring — Kitchen. Livina Area. and Powder Room — All Units Supplier: Larsen Distributing/ Contact: Floor Style Number 1: Species: Collection: Color: Size: Length: Installation: Pro Source Susan 303 - 296 -7260 Oak Castle & Cottage Collection Oak Auburn 5" width by 1/2", 1 strip 18" to 54" varies in length Float -In Floor, Glue T & G Follow manufacturers Specifications and directions Note: This floor is recommended with Warm Honey color scheme and the alder cabinet door. Floor Style Number 2: Species: Walnut — Natural Color 7 0 Collection: Color: Size: Length: Installation: American Naturals Collection Walnut Boston 5" width by 1 /z ", 1 strip 6' (all boards) Float -In Floor, Wood Lock Stagger 8" to 10" Follow manufacturers Specifications and directions Note: This floor is recommended with the Tobacco color scheme and the cherry cabinet door. Note: If Powder Room is off of wood flooring area, use wood flooring. If Powder Room is off of stone flooring area, use stone flooring. Entry Flooring — All Units Source: Contact: Material: Color Number: Color Name: Retail Price: Size: Thickness: Pattern: Grout: Capco Pat Gooch (970) 513 -790' Stone ST TVCK 16 Cobblestone Kale Unfilled $8.37 per square foot, 16" x 16 ", 8" x 16 ", 1/ Running Bond — see plans Custom Building Products #156 Fawn Note: Seal stone and grout. Note: If Powder Room is off of wood flooring area, use wood flooring. If Powder Room is off of stone flooring area, use stone flooring. Stone at all Fireplaces — All Units Source: Same supplier as exterior Color: Same stone as exterior Size: Random Mortar: Same mortar as exterior Note: Final selection will depend on final exterior stone selection which will be similar to Volgelman Brown or Telluride Gold. Kitchen Fixtures and Appliances 0 • • Kitchen Sink — Standard Units Manufacturer: Kohler Series: Undertone Large Medium Undercounter sink Style Number: K -3150 Material: Stainless Steel, 18 gauge Interior Size: 28 1 /4 " x 17 7/8" Exterior Size: 31" x 20 1/8" Left Depth: 9 %Z Right Depth: 7 1 /2 91 Retail Price: $1111.70 Kitchen Sink — Penthouse Units Manufacturer: Kohler Series: Undertone Extra Large/Medium Style Number: Undercounter sink Style Number: K -3356 Material: Stainless Steel, 18 gauge Interior Size: 32 7/8" x 17 7/8" Exterior Size: 35 1/8" x 20 1/8" Left Depth: 9 '/2 Right Depth: 7 1 /2 91 Retail Price: $1111.70 Kitchen Faucet — All Units Manufacturer: Kohler Series: Evoke, Single control, pull out spray. Style Number: K -6331 -VS Finish: Vibrant Stainless Size: 11 15/16" Height 9" Extension Retail Price: $708.75 Instant Hot Dispenser — All Units Manufacturer: InSinkErator Style Number: Series 1100 F- GN1100 Stainless Steel Tank: SST -FLTR Finish: Brushed Chrome or Satin Nickel. Plumbing contractor to select which finish is closer to Kohler kitchen faucet finish Vibrant Stainless. Finish to be 6 • • approved by Shelly Mello. Secondary Kitchen Sink/Bar Sink (Where applicable) Manufacturer: Kohler Style Number: K- 3336/Undermount Finish: Stainless Steel Size: 13 %" x 15 3/8" Interior Size: 15 x 17 1/8" Exterior Retail Price: $585.05 Secondary Kitchen Sink Faucet/Bar Faucet (Where applicable Manufacturer: Kohler Style Number: K -6332 VS Style Name: Evoke, single control pull out Finish: Vibrant Stainless Size: Retail Price: 10 7/16" Height 8" Extension $708.75 Appliances: Note —All appliances are Viking in Stainless Steel Finish, Professional Series. Use wood panels on Trash Compactor and Dishwasher to match look of cabinet door and drawer with knob. All other appliance model numbers are currently listed as Stainless Steel ( -SS) Finish. Microwave /Convection Oven — All Units Model Number: Trim Kit: Note: Install over 30" wall oven. Wall Oven — Single Oven — All Units Electric Model Number: Style: Size: VMOC205 -SS VMTK306 -SS 30" Built In Trim Kit VESO130 -SS Select Series 30" wide Note: Install below 30" Microwave /Convection Oven Sealed Burner Gas Rangetop — Standard Units Model Number: VGRT362 -6B -SS Size: 36" BTU: 15,000 Style: 6 Burners Backguard (required): B36TII Island Trim Note: Island Trim allow for a full tile backsplash behind the Rangetop. Sealed Burner Gas Rangetop — Penthouse Units Model Number: VGRT482 -6Q -GS • • Size: 48" BTU: 15,000 Style: 6 Burners, 12" griddle Backguard (required): B48TII Island Trim Note: Island Trim allow for a full tile backsplash behind the Rangetop. Note: Use wall hood specification with this Rangetop. Note: If on an island with downdraft ventilator system, use the same model number for the cooktop. Warming Drawer — Penthouse Units onl Model Number: VEWD163 -SS Size: 36" Location: Install beneath 48 "Rangetop Center. Pro Style Wall Hood — 36" Rangetop — Standard Units 18" Height Pro Style Wall Hood: VWH3648 -SS Ventilator: VIV600 600 CFM Interior Ventilator Size: 36" W, 18" H, 24" D Note: Both interior and exterior ventilators are available. Exterior Ventilators are quieter — plans seem to call for interior ventilators Electrician to verify. Note: Install hood 30" to 36" above rangetop. Note: Duct Covers are sold separately. 12" Duct Cover: DCW36 -SS Note: This hood is for rangetops installed next to a wall only. Pro Stvle Wall Hood — 48" RanaetoD — Penthouse Units 18" Height Pro Style Wall Hood: VVH4848 -SS Ventilator: VIV 1200 1200 CFM Interior Ventilator Size: 48" W, 18" H, 24" D Note: Both interior and exterior ventilators are available. Exterior Ventilators are quieter — plans seem to call for interior ventilators Electrician to verify. Note: Install hood 30" to 36" above rangetop. Note: Duct Covers are sold separately. 12" Duct Cover: DCW48 -SS Note: This hood is for rangetops installed next to a wall only. Chimney Hood for Island Installation 48" Raneetoa — Penthouse Unit 54" W Professional Series Chimney Island Hood VCIH5408 -SS 11 • Ventilator: DIV1200 1200 CFM Interior Ventilator. Note: Both interior and exterior ventilators are available. Exterior Ventilators are quieter — plans seem to call for interior ventilators Electrician to verify. Note: This hood is for rangetops installed on a island only. Note: Duct covers available for 8',9',10' ceilings -sold separately. Note: Install 30" to 36" above rangetop. Refri ,eerator /Freezer — Standard Units Model Number: VCBB363 -R (right hinge) — SS VCBB363 -L (left hinge) — SS Size: 36" Style: Bottom Freezer Finish: Stainless Steel Note: This unit has the same storage as a 42" side by side unit. Note: Must specify R of L Door hinge when ordering — cannot be Door swing cannot be changed on site. Refri2erator/Freezer — Penthouse Units onl Model Number: VCSB483 -SS Size: 48" Style: Side by Side Finish: Stainless Steel Wine Cooler — Undercounter - Penthouse Units onl Model Number: VUWC 142 -R (right hinge) — SS VUWC 142 -R (left hinge) - SS Size: 24" width (Penthouse) Doors: Clear Glass Note: Must specify R of L Door hinge when ordering — cannot be Door swing cannot be changed on site. Wine Cooler — Undercounter - Standard Units Model Number: VUWC 152 -R (right hinge) - SS VUWC 152 -L (left hinge) - SS Size: 15" width Doors: Clear Glass Note: Must specify R of L Door hinge when ordering — cannot be 12 • Door swing cannot be changed on site. Dish Washer — All Units Model Number: 0 DFUD042P (Custom Panel Application — Full overlay With hidden controls Series: Premium Size: 24" wide Interior Finish: Stainless Steel Note: Use standard cabinet knob for access. Note: Penthouse units are to have two dishwashers. Trash Compactor — All Units Model Number: DFC 180 (Custom Panel Contact: Application) Style Number: (Designer Series) Size: 18" wide Note: Use standard cabinet knob for access. 3 cm Pendant Lights Fixture over Island — All Units Eased edge top and bottom Source: Foothills Lighting Manufacturer: Minka Lavery Style: 16 -84 Size: 5 1 /2" w x 30" Lamping: 160 watt med Base Finish: Brushed Nickel Shade: Alabaster Dust Shade Dining Room Light by Owner Kitchen Table/Banquet Light Fixture by Owner. Finish Group 1 "Tobacco " — Kitchen Granite Countertop: CTR -1 A Source: Capco Contact: Pat Gooch 513 -7901 Style Number: SL GRLA3 Color Name: Labrador Antique Material: 3 cm Edge Detail: Eased edge top and bottom BackMlash/Full Height Accent Tile: T -IA Source: Capco Contact: Pat Gooch 513 -7901 13 0 Style Number: ST TVIN6P Color Name: Pat Gooch 513 -7901 Material: Stone Size: 6 x 6" Grout: Custom Building Products Thickness: #380 Haystack Pattern: Set diagonal. Finish Grow 2 "Warm Honev " — Kitchen Granite Counterton: CTR -1B Source: Capco Contact: Pat Gooch 513 -7901 Style Number: SL GRGCY3 Color Name: Golden Crystal Material: Slab Granite Thickness: 3 cm Edge Detail: Eased edge top and bottom Backsplash/Full Height Accent Tile: T -1B Source: Capco Contact: Pat Gooch 513 -7901 Style Number: ST TVSF012 Color Name: Travertine Split Face Material: Oro Gold Mosaic Material: Stone Size: 1" x 2" on mesh backing Grout: Custom Building Products Note: ADA compliant, 2 per bath # 156 Fawn Master Bath Fixtures Lavatory — All Units Manufacturer: Kohler Series: Memoirs, undercounter Style Number: K -2339 Material: Vitreous China Color: White Size: 20 11/16" x 17 5/16 "" Retail Price: $199.90 Note: ADA compliant, 2 per bath Faucet — All Units Manufacturer: Kohler Series: Devonshire 14 • Style Number: Finish: Retail Price: Note: ADA compliant, 2 per bath Rain Shower Head/Ceiling Mount — All Units Manufacturer: Series: Style Number: Size: L..J K -394 -4 Widespread Brushed Nickel $ 380.80 Kohler Rain Shower Head/Traditional K -10122 7 7/8" diameter by 3 15/16" height Finish: Brushed Nickel Retail Price: $581.95 Style Number Ceiling Mount Showerarm: K -7396 Finish: Brushed Nickel Size: 3 Retail Price: Note: Single control Devonshire Rite Temp Pressure Balancing Value Trim to operate both Rain Shower Head and Hand Held Shower. Value selection to be by plumbing contractor. Hand Held Shower in Shower — All Units Manufacturer: Kohler Series: Bancroft Handshower Style Number: K -10597 Retail Price: $171.10 Series: Devonshire Rite Temp Pressure - Balancing Valve Trim Style Number: K- T397 -4 Retail Price: $120.45 Slidebar: K- 8524 -BN Retail Price: $241.80/ Shower Hose: K- 8593 -BN Retail Price: $136.75 Rite Temp Pressure Balancing Valve: Selection by plumbing contractor. Retail Price: Approx. $100.00 Note: '/2 pressure balancing valve. Shower Door - All Units Style: Frameless - Euro Size: Full height glass 15 • 0 Door Handle: Brushed Nickel Note: Contractor to present door handle options for selection by Interior designer or project manager — traditional style. Note: Door to be full height in Master Bath due to steamer. Toilet — All Units Manufacturer: Series: Style Number: Material: Color: Size: Kohler Memoirs Classic Design K -3451, Comfort Height, Elongated Bowl Vitreous China White 27 3/4" L x 17 1/2" W 28 3/8" H Retail Price: $774.35 Note: Trip lever to be Brushed Nickel Note: Features Class 5 Flushing Technology — standard on this model. Whirlpool Tub — All Units Manufacturer: Series: Style Number: Material: Color: Size: Retail Price: Kohler Tea for Two (Whirlpool) K-865 HM Pump at front of tub Cast Iron White 71 3 /4" x 36" x 20 7/8" $5398.55 Note: Has 6 flex jets and 1.5 variable speed pump. Note: Drop In installation —12" x 12" stone tiles on 4" surround on deck, 6" at tub filler location. Note: Provide Access panel to motor on front face of tub deck. Soap Shelf — All Units Note: Tile niche to be inset in shower walls. See architectural plans. Tub Filler — All Units Manufacturer: Kohler Series: Devonshire Style Number: K- T398 high flow Finish: Brushed Nickel Retail Price: $419.35 Verify location for tub filler on deck - must work with tub Hand Held Shower at Whirlpool Deck — All Units Manufacturer: Kohler Series: Bancroft Handshower 16 • s Style Number: K -10597 BN Retail Price: $171.10 Deck Mount Diverter: K- 9530 -BN Retail Price: $263.30 Finish: Brushed Nickel Hose: K -8593 BN (verify) Retail Price: $136.75 Deck Mount Handshower Holder: Bancroft Style Number: K -10573 Finish: Brushed Nickel Retail Price: $267.85 Robe Hook — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10555 Finish: Brushed Nickel Suggested Retail Price: $32.40 Note: Install 2 per master bath and secondary master bath and one In all other bath types. Towel Bar — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10551 Size: 24" Finish: Brushed Nickel Suggested Retail Price: $69.70 OR Model Number: K -10552 Size: 30" Finish: Brushed Nickel Retail Price: $82.55 Note: Install 2 per bath Toilet Tissue Holder — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10554 BN Finish: Brushed Nickel Suggested Retail Price: $64.80 Framed Mirror — All Units: M -1 Source: Accessory Warehouse Contact: Vali (303)781 -3377 17 0 0 Frame Style: RM26054 Size: To be determined Mirror: Clean Cut, no bevel Note: Mirror to be glued to wall (with additional dry wall behind as needed for depth of frame) and frame to be cut and installed onsite around mirror. Provide openings in mirror for junction boxes — surface mounted light fixture to be mounted directly on mirror, centered and aligned over each sink and faucet. Note: 3 week lead time for frame materials. Light Fixture — All Units: L -1 Source: Foothills Lighting Manufacturer: Kichler Style/Model Number: Wharton 536ONI Lamping: 2 each 100 watt Finish: Brushed Nickel Location: Vanity on mirrors Size: 14" W x 10" H Suggested Retail Price: $90.00 each Note: Install with lights down, 2 per bath, align directly over center of sink basin. Note: Available in 22" wide 3 light fixture also — 5361NI Finish Group 1 "Tobacco'— Master Bath Stone Flooring: T -8A Source: Capco Contact: Pat Gooch 513 -7901 Style Number: ST XLSNGI2 Style Name: Limestone Nova Gold Honed Size: 12" x 12" Pattern: Diagonal Grout: Custom Bldg. Products #380 Haystack Retail Price: $18.25 Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Granite Countertop: CTR -4A Source: Contact: Capco Pat Gooch 513 -7901 18 • 0 Style Number: SL GRSI3 Style Name: Sucuri Size: 3 cm Edge Detail: Eased edge top and bottom Backsplash: See accent tile Stone Tub /Shower Surround: T -6A Capco Source: Capco Contact: Pat Gooch 513 -7901 Style Number: ST XLSNGI2 Style Name: Limestone Nova Gold Honed Size: 12" x 12" Pattern: Set square Grout: Custom Bldg. Products #380 Retail Price: $18.25 per sq. ft. Note: Full height walls in shower and 36" overall height from floor at tub surround. Shower Flooring Capco Source: Capco Contact: Pat Gooch 513 -7901 Style Name: To be determined Style Number: SI OWLSCE Size: 12" x 12" mosaic Grout: Custom Building Products Retail Price: $ Accent Tile: T -7A Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Naples Light Matte Style Number: PA GT226 Size: 4" x 12" Grout: Custom Building Products #380 Haystack Location: One row in shower & Backsplash at countertop & around whirlpool tub and shower at same height as countertop — around entire bath and behind toilet. (approximately 36" AFF) Retail Price: $15.12 each Finish Group 2 "Warm Honey " — Master Bath Stone Flooring: T -8B Source: Capco 19 • Contact: Pat Gooch 513 -7901 Style Number: ST XLSSHGI2 Style Name: Sahara Gold Size: Set diagonal Grout: Custom Building Products Grout: #156 Fawn Retail Price: $19.34 per sq. ft. Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Granite Countertop: CTR -4B Source: Contact: Style Number: Style Name: Size: Edge Detail: Backsplash: Capco Pat Gooch 513 -7901 SL GRCLG3 Colonial Gold 3 cm Eased edge top and bottom See accent tile. Stone Tub /Shower Surround: T -6B Source: Pat Gooch 513 -7901 Style Name: Sahara Gold Style Number: ST XLSSHGI2 Size: 12" x 12" Retail Price: $19.34 Grout: Custom Building Products #10 Antique White Note: Full height walls in shower and 36" overall height from floor at tub surround. Shower Floorina: T -9B Source: Contact: Style Name: Size: Retail Price: Grout: Accent Tile: T -7B Source: Contact: Capco Pat Gooch ST LM122 2" x 2" on mesh $16.15 Custom Building Products #156 Fawn Capco Pat Gooch 20 • 0 Style Name: Sandgate Aspen Silver, Series: Traditional Ogee Style Number: QT MS 1 D04 Size: 2 x 12" Retail Price: $ Grout: Custom Building Products Retail Price: #10 Antique White Location: One row in shower & Backsplash at countertop & around whirlpool tub and shower at same height as countertop — around entire bath and behind toilet. One row of 2"x 2" shower floor tile underneath for 4" height. (Install approximately 36" AFF) Seconda Master Bath and Secondary Bath Fixtures Lavatory — All Units Kohler Manufacturer: Kohler Series: Devonshire Style Number: K -2236, ADA compliant Material: Vitreous China Color: White Size: 18.5" x 14" Retail Price: $142.40 Faucet — All Units Manufacturer: Kohler Series: Forte, widespread, traditional levers Style Number: K- 102724A Finish: Brushed Nickel Retail Price: $400.75 Shower Faucet — All Units with separate Soaking Tub Manufacturer: Kohler Style: Style Number: Forte Rite Temp Pressure Balancing Trim K- T10276 — 4A Finish: Brushed Nickel Retail Price: $231.00 Tub /Shower Faucet — All Units with Tub /Shower Combination Manufacturer: Kohler Style: Forte Rite Temp 21 • 0 Soap Shelf — All Units Note: Tile niche to be inset in shower walls. See architectural plans. Shower Door — All Units Style: Size: Door Handle: Frameless — Euro Partial height glass Brushed Nickel (Style to be approved) M Shower Rod and Brackets 6D Tub /Shower Combination Manufacturer: Ginger Brackets Style Number: 638B Empire Style Retail Price: $131.00 Rod Style Number: 1139R/6 Retail Price: $165.00 Finish: Satin Nickel Soaking Tub — All Units Pressure Balancing Trim Style Number: K- T10274 — 4A Finish: Brushed Nickel Retail Price: $231.00 Soap Shelf — All Units Note: Tile niche to be inset in shower walls. See architectural plans. Shower Door — All Units Style: Size: Door Handle: Frameless — Euro Partial height glass Brushed Nickel (Style to be approved) M Shower Rod and Brackets 6D Tub /Shower Combination Manufacturer: Ginger Brackets Style Number: 638B Empire Style Retail Price: $131.00 Rod Style Number: 1139R/6 Retail Price: $165.00 Finish: Satin Nickel Soaking Tub — All Units Manufacturer: Kohler Series: Tea for Two (soaking) Style Number: K -863 Material: Cast Iron Color: White Size: 71 V x 36" x 20 7/8" Retail Price: $3101.20 Style Number 5' -6" Length: K -855 Size: 66" L x 36" W x 24" H Retail Price: $1770.60 Note: Drop In installation —12" x 12" stone tiles on 4" surround on deck, 6" at tub filler location. Note: Tub size is dependant on unit floor plan. Tub Filler with Hand Shower — All Units with Separate Shower Manufacturer: Kohler Series: Forte 22 • 0 Style Number: K -T1- 292 -4A Finish: Brushed Nickel Retail Price: $447.10 Valve: K -43 8 -K Material: High flow '/2" valve w/ Color: Diverter Handshower: Forte K -10286 Finish: Brushed Nickel Retail Price: $171.10 Handshower Holder: K -368, deck mounted holder With hoses. Finish: Brushed Nickel Retail Price: $267.85 Toilet — All units Manufacturer: Kohler Series: Memoirs Classic Design Style Number: K -3451, Comfort Height, Elongated Bowl Material: Vitreous China Color: White Size: 27 3/4" L x 17 1/2" W 28 3/8" H Retail Price: $774.35 Note: Trip lever to be Brushed Nickel, Forte Style if possible Note: Features Class 5 Flushing Technology Robe Hook — All Units Manufacturer: Kohler Style: Forte Model Number: K -11375 BN Finish: Brushed Nickel Suggested Retail Price: $38.80 Note: Install 2 in secondary master baths, and one in third/fourth bath Towel Bar — All Units Manufacturer: Kohler Style: Forte 30" Model Number: K -11372 BN Suggested Retail Price: $109.80 OR 24" Model Number: K-11371-BN Suggested Retail Price: $96.70 Finish: Brushed Nickel 23 Note: Order from above sizes to best suit bathroom wall space. Note: Install 2 per bath Toilet Tissue Holder — All Units Manufacturer: Kohler Style: Forte Model Number: K -11374 BN Finish: Brushed Nickel Suggested Retail Price: $77.30 Framed Mirror — All Units: M -2 Source: Accessory Warehouse Contact: Vali (303)781 -3377 Frame Style: DM50136B Size: To be determined Mirror: Clean Cut, no bevel Net Price: Approx. $150.00 Note: 3 week lead time. Order with 2 "D" rings on back for hanging on 2 nails or hooks so mirror does not shift — no wire between D rings. Note: In baths with 2 sinks, install one mirror over each sink. Light Fixture — All Secondary Masters or Secondary Baths: L -3 Source: Foothhills Lighting Manufacturer: Style/Model Number: Lamping: Finish Option 1: Size: Kichler 5472NI 2 each 100 watt Brushed Nickel 15" W x 8.5" H x 7.5" L Suggested Retail Price: $70.00 Note: In baths with 2 sinks, install one fixture over each sink on wall above mirror. Light Fixture (For third or fourth full bath units): L -2 Manufacturer: Kohler Style/Model Number: K -11367 Lamping: Finish Option 1: Size: Suggested Retail Price: Note: Install one fixture over sink on wall above mirror. 3 each 100 watt Brushed Nickel 23" W x 8 3 /4" H x 6 7/16" projection $285.00 Finish Group 1 "Tobacco'— Secondary Master Bath & Secondary Bath Stone Flooring: T -4A Source: Capco 24 0 0 Contact: Pat Gooch 513 -7901 Style Number: ST TVCC 12 Style Name: Travertine Cross Cut Cream Size: 12" x 12" Pattern: Set diagonal Retail Price: $10.92 Grout: Custom Building Products Grout: #380 Haystack Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Backsplash at countertop Granite Countertop: CTR -3A Source: Capco Contact: Pat Gooch 513 -7901 Style Number: Style Name: Verde Fontain Size: 3 cm Edge Detail: Eased edge top and bottom Note: This granite is special order. Stone Tub /Shower Surround: T -2A Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Travertine Cross Cut Cream Style Number: ST TVCC 12 Size: 12" x 12" Pattern: Set square Retail Price: $10.92 Grout: Custom Building Products #380 Haystack Shower Floorinar/Accent Tile T -3A Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Tumbled Dark Green Slate Style Number: ST RSDGH Size: 4 x 4 Retail Price: $15.39 per sq. ft. Location: One row in shower (eye level 5' -0" approx.). Shower Floor and one row for Backsplash at countertop Grout: Custom Building Products #380 Haystack Finish Group 2 "Warm Honey " — Secondary Master Bath & Secondary Bath Stone Flooring: T -4B Source: Capco 25 Contact: Pat Gooch 513 -7901 Style Number: ST LSDF 12 Style Name: Durango Limestone Honed Size: 12" x 12" Pattern: Diagonal on floor Retail Price: $9.99 per sq. ft. Grout: Custom Building Products Grout: #156 Fawn Note: Cut stone flooring for use as 6" baseboard in restroom, ease upper Edge of stone. Granite Countertop: CTR -3B Source: Capco Contact: Pat Gooch 513 -7901 Style Number: Durango Limestone Honed Style Name: Kashmir Gold Size: 3 cm Edge Detail: Eased edge top and bottom Backsplash: Use 2 rows of shower floor Grout: Tile and one row of accent Tile. Stone Tub /Shower Surround: T -2B Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Durango Limestone Honed Style Number: ST LSDF 12 Size: 12" x 12' Pattern: Set square on wall Retail Price: $9.99 per sq. ft. Grout: Custom Building Products # 10 Antique White Shower Floorine: T -5 Source: Capco Contact: Pat Gooch 513 -7901 Style Name: Durango Style Number: ST LM122 Size: 2" x 2" on 12" mesh Retail Price: $16.15 Grout: Custom Building Products #156 Fawn Accent Tile: T -3B Source: Capco Contact: Pat Gooch 513 -7901 M 0 Kohler Style Name: Anticate Barcelona Style Number: Chiaro/Noce /Giallo Style Number: TY ABC212 Size: 1.5" x 12" Retail Price: $13.29 each Location: One row in shower above 2 rows of shower floor tile at eye level — approx 5' -0" Same detail at backsplash above countertop Grout: Custom Building Products #10 Antique White Powder Room Framed Mirror — All Units: M -3 Source: Accessory Warehouse Contact: Vali (303)781 -3377 Frame Style: RM55654 Size: To be determined Mirror: Clean Cut, no bevel Note: Mirror to have 2 "D" rings on the back for hanging of mirror — vertical. Hang on two nails/hooks so mirror does not shift. Note: 3 week lead time for frame materials. Pedestal Sink — All Units Manufacturer: Kohler Series: Memoirs Style Number: K- 2268 -1 Material: Vitreous China Color: White Size: 30" W x 21 3 /4" x 34 3 /4" High Retail Price: $742.75 Faucet — All Units Manufacturer: Kohler Series: Devonshire Style Number: K -394 -4 Finish: Brushed Nickel Retail Price: $380.80 Toilet — All Units Manufacturer: Kohler Series: Memoirs, Stately Design 27 0 0 Style Number: K -3453 Comfort Height Elongated Bowl Material: Vitreous China Color: White Size: 27 3/4" L x 18 1 /4" W x Lamps: 28 1/8" H Retail Price: $851.80 Note: Trip lever to be Brushed Nickel, Devonshire Style Note: Features Class 5 Flushing System Location: Towel Bar — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10550 Size: 18" Finish: Brushed Nickel Suggested Retail Price: $69.70 Note: Install one per bath Toilet Tissue Holder — All Units Manufacturer: Kohler Style: Devonshire Model Number: K -10554 BN Finish: Brushed Nickel Suggested Retail Price: $64.80 Licht Fixture — All Units: L -4 Manufacturer: Kohler Style Number: Devonshire 1 Light Fixture K-10570 Size: 415/16" wide x 91/8" x 6" Projection Finish: Brushed Nickel Lamps: 1 each 100 watt Retail Price: $112.00 each Quantity: 2 per bath Location: right and left of wall mirror Laundry Room Flooring — All Units Source: Capco 28 Contact: Pat Gooch Material: Porcelain Tile Style Number: RX T912 Retail Price: $6.57 per sq. ft. Grout: Custom B1dg.Products #156 Backsplash: Fawn. Seal grout. Pattern: Set square CountertoD — All Units: CTR -2 Manufacturer: Silestone Pattern: 1011 Color Name: Beige Olimpo Edge Detail: Slight ease top edge 1 % 11 Thick Backsplash: 4" height, square Laundry Sink —All Units Manufacturer: Kohler Style Number: K- 3206 -3 Series: Ballad Self Rimming Material: Stainless Steel 18 gauge Size: 25" x 22" x 10 1 /4 " Retail Price: $749.50 Note: 3 hole drilling Faucet — All Units Manufacturer: Kohler Series: Coralais Finish: Polished Chrome Retail Price: $136.30 Washer & Dryer — Side by Manufacturer: Whirlpool Color: White Series: Duet Front Loading Washer model number: WFW9200S Dryer model number: WED9200S Color: White on white Size: 27" W x 31 1 /2" D x 38" H Note: Front loading, under counter installation Washer & Dryer — Stacked as Annlicable Manufacturer: Color: Speed Queen White 29 0 Series: Washer/Dryer model number: Color: Size: r. Commercial Homestyle LTSA7 -Electric Dryer White on white 26 7/8" W x 28" D x 75" H Note: Front loading, all controls within reach Laundry Room Cabinets / Knobs — All Units Source: Creative Cabinetry, Breckenridge Contact: David 970 - 453 -6500 Manufacturer: Dakota Kitchen & Bath, Inc. Warm Honey Color Scheme to match wood trim in all units — One Door and Finish only. Door Style: To be determined Panel Look Door Front: Door Framing Door Edge: Wood Species Look: Material: Color: Interior Box Finish: Shelves: To be determined To be determined To be determined Knotty Alder Thermofoil Vacumn sealed on MDF door Front. To be determined Natural Birch Partical Board with Maple Melamine. Note: Savings is 8% less than the base price of the standard cabinets. Also, any upcharges for alder or cherry does not apply which were above the standard base price of cabinets. Note: Natural Birch veneer on MDF shelves next upgrade (3 %). Note: Interior wood species box and shelves can be the same as cabinet door species natural (20 %) upgrade or stained (30 %) upgrade to match. Note: Brochure on order form more information on door style, wood look, and color finish. 30 .gyp« u ,a COLORADO Town of Vail Building Depaftmeut 5erAce" "OFFICE C" P January 29, 2008 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Lion Square Lodge North PERMIT NUMBER: B07 -0066 INTERNAL REF #: 6460 ADDRESS: 660 West Lion Head Plac Dear Mr. Davis: 1 SAFEbuilt Colorado has reviewed only for their conformance to the International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: Administrative Modification #1 S -2 over the S -2 Administrative Modification #2 50% protected openings at the north wall Administrative Modification #3 Common Path of Egress Travel Sincerely, Matthew Royer d' Building Official SAFEbuilt Colorado matt.royer kSAFEbuilt.com Page 1 of I SAFEbuilt Colorado Eagle Office ✓ P.O. Box 1618 ✓ 1286 Chambers Avenue, Unit 101 ✓ Eagle. Colorado 81631 Phone: (970)328 -1790 ✓ Toll Free: (877) 428 -6412 ✓ Fax: (970) 328 -1791 ✓V: \Plan Review•,VailtLions Square Lodge Nonlf1ion square lodge north admin mods FAL.doc (01/31/2008) Charlie Davis - LSL- AMRL2,3 Final Approval Letter Page 1 Fromm: Matt Royer <K8 ULoonl> To: Charlie Davis <C |lgov.00m> Date: 0 1/20/200810:48AK8 Subject: LGL-/\yWR 1.2.3 Final Approval Letter Attachments: L8L AK8R1.2.3_FAL.POF Here kynny recommendation to approve AMR 1.2. and 3 for Lions Square Lodge North. VVe only have m8AFEbuiltcopy. | will need to get o copy of the signed AMR'oonceoompletefovour Ad this point, vve are ready to approve the full building permit for issuance. | will ba processing the paperwork for delivery and issuance. Let nneknow if there ksanything else you need. Thanks Matthew Romer Colorado Operations Manager 8AFEbuilt Colorado 877-428-8412 970'328-1790 970'904-0460 rnaft.poymr@oafabui It. oom<rnoi Ito: matt. noyer@aohobui|Loom> vmxmv.000nbui|too|onodo.00m«hftp://wmxw.mafebui|hco|onmdo.conn> TO: Town of Vail DATE: Novembe. -1, — , OWNERS NAME: Lion Square Lodge North SITE ADDRESS: 660 West Lion Head Place, RE: Plan Review Comment #2 Vail, CO ATTACHMENTS: Record of the ICC Public Hearing, September 2003 Se Aq 07 Zuua I J TOWN OF VAIL REQUEST: Based on 2003 IBC sections 104.10 and 104.11, to allow the use of S -2 along with R -2, B and M over the S -2 enclosed parking garage which is not specifical IBC section 508.2. BASIS: We meet the requirements of items 1,2,4,5 of Section 508.2 of the the requirements of item 3 based on the 2006 IBC section 509.2 as 1. The basement S -2 enclosed parking garage is Type IA construction and is separated from the building above with a horizontal assembly having a 3 -hr fire- resistance rating. 2. The elevator, stair and shaft enclosures through the horizontal assembly are 3- hr rated. 3. See below. 4. The building below the horizontal assembly is a Group S -2 enclosed parking garage used for the parking and storage of private motor vehicles. 5. The maximum building height for the IA enclosed parking garage is unlimited; the maximum allowable building height for the IB, R2, B, M, and S2 is l Istories, 160'. The project has 6 stories, 82', which is therefore allowable. Regarding #3 (the S -2 over the enclosed S -2), we have consulted with Mike Perrino, Code Consultants, Inc, St. Louis, Missouri, and we offer the following references: the 1997 UBC, the 2006 IBC and the notes from the ICC Public Hearing of September 2003 (See attached): In the ICC Public Hearing record, please note that under #1, third paragraph, we find "code changes do not indicate that the storage occupancies were to be removed as a permitted use ... In addition, [ICC] staff has been unable to provide any information as to why the storage occupancy was no longer specified as a permitted occupancy. Thus, it appears that during the reclassification of occupancies and reorganization of the code that the permitted use of storage occupancies was inadvertently omitted." In the 2006 IBC this omission was corrected in Section 509.2 (see attached). 0 0 With the code change history of Section 508.2 presented, we ask that the use of S-2 along with R-2, B and M over the S-2 enclosed parking garage be allowed. David Viele, Owner Chip Melicl(f Architect of Record 7 r ,4 Architect's Stamp C D Ar� -' � - " Fire Protection Engineer �Jjj),� Fire Protection Engineer's Stamp 0 l/3v/68 .g Official Fire Marshall, Town of Vail u occupancies are arty permitted tc be located above the first story when allowed by Table 503 based on the type o(conslructicn of the building. For exarnple, a two-story unlimited area building of a Group s occupancy is proposed to have a Group H-2 occupancy located on the second story. In order to accomplish that, it would be necessary to construct the unlimited area building of atleastType ILA, RIA, or IV HTconsinxtion based on Table 5()3 w hich allows Group H- 2oocupancyto be two stories In height In those types of construction. The last sentence of the original section was revised since it Is really meaningless unless It is Ned to the fire area for any Group H occupancy which is required by Section 302.3.1. to be separated with fire barriers from the rest of the building or other Group H occupancies In accordance with Section 3023.3 and Table 3023.3. Cost impact: None Public Hearing: Committee: AS AM D Assembly: ASF DF G121 -03/04 t: Thomas Gironda, Montgomery County representing.Department of Permitting Services ReVIS009 follows: 508.2 Group S -2 enclosed parking garage with Group A, B, M ?NR above. A basement and/or the first story rad lane of above g a building shall be considered as a separate an distinct building for the purpose of determining a limitations, continuity of fire walls, limitation of nu bar of stories and type of construction, when all of the f wing conditions are met: (No change to itemX 1 -3) 4. The building be! the horizontal assembly Is a Group S-2 enclosed.parlarm garage, used for the parking and storage of private m for vehicles. Exceptions: 1. Entry lobbies, mechan I rooms and similar uses incidental to the operatl of the building shall be permitted. 2. Group A having art I - A820 - A-1 — RALL, mrn witlran- occupant a t moms h Ina an, e I f orGroupBor shall be permitted in addition t0u es incidental to the operation of the buildin (including storage areas), provided that the entire liktructure below the horizontal assembly Is protected Xhroughout by an approved automatic sprinkler syste (No change to Item 5) Reason: This text is needed to clarify the Intent of code Cost Impact: None Public Hearing: Committee: AS AM — ___----_Assembly: ASF DF G122 -03/04 508.2 s Proponent: Ed Schultz, Code Consultants, Inc (CCI); representing CCI Revise as follows: 508.2 Group S2 enclosed parking garage with Group A, B, M, or R or S above. A basement and/or the first story above grade plane of a building shall be considered as a. separate and distinct building for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction, when all of the following conditions are met: (No change to Items land 2) 3. The building above the horizontal assembly contains only Group A having an assembly room with an occupant load of less than 300, or Group B, M or R or $; and (No change to Items 4 and 5) Reason: Storage occupandesshoutdbeindudedasa permitted occupancy above the parking garage based on the following: 1. The provisionsof Section 508 .2are dareollytaken from Section 311 .2.2.1 of the 1987 Uniform Building Code (UBC).rhepprorovlsionsaret weame. The 1991 edition and prior editions of the UBC did not distinguish between mercantile and storage occupancies; both were defined as Group B, Division 2 occupancies. As such, storage occupancies were permitted to be within the building above the 3-ho6r occupancy separation per the 1991 UBC. Between the 1991 and 1994edilions of the UBC, mercantile and storage occupancies were separated from a single occupancy classification Into distinct occupancies (M and S). In addition, most of the code sections and chapters were reorganized. During this reclassification ofoccupancygcoups and reorganization of the code, the storage occupancies were no longer included as permIded occupancy above the 3- houroccupancyseparatlom The code changes do not Indicate that the storage oocupancleswere to be removed as a peopled use. In fact, them'were not any code charges between the 1991 and 1994 editions of the code that pertain to Oft section. In addition, staff has been unable to provide anyinfornaion as to why the storage occupan was no longerspecified as a permitted occupancy. Thus, it%paarethatdudng the reclass on ofaxupancies and reorganization of the code that the ponni ted use of storage occupendeswas Inadvertently omitted. This omission was not intended, and not a result io any perceived increased hazard associated with storage occupancies. 2. Meroantleccapancles( whidrare permif tedabove the parking garage) are generally considered per the code to be as hazardous or more hazardous than storage occupancies (which are notpermittern. This is indicated by Table W3. Table 705A, Sections 903.2.8, 903.2.10, 9032.11, 9072.7, and Table 10042.4 as follows: Table= permits storage occupancies to be of a larger permided area than mercantile occupancies. Table 706.4 permits ire walls separating storage occupancies to be of a rating equalorless than that formercantlle occupancies (squalforS•1 and less than for S -2), Sections 903 2 A 903.2.10, and 903.2.11 provide the requirements for sprinklers within storage and mercantile occupancies. These sections require sprinklers within storage (S- 1) and mercantile occupancies basedan the same areas and heights (Le., the requirement for sprinklers within one acoupancyisnotmorem$Wclivethan the otheraxupancy). In addition, only storage (S-2) occu andes are not required sprinklers unless required for construction type decreases Section 907.27 requires large mercantile occupancies to have a fire alarm system with occupant notification. Storage occupancies are not required such a system. Table 10042.4 permits storage (S-1) and mercantile occupancies to have the same travel distance to reach an exit (250 feet). Storage (8-2) occupancies are permitted a larger travel distance to reach an exit. ICC PUBUC HEARING ::: September 2003 G 66 In addition to those requirements indlcatedabove, there are otheroode requirements (i.e, corridor ratings, dead -end limitations, etc.) which indicate that mercantile occupancies (which are permitted) are considered as hazardous or more hazardous than storage occupancies. Cost impact: None Public Hearing: Committee: AS AM D Assembly: ASF DF G123 -03/04 588.2 Proponent: Ed Schultz, Code Consultants, Inc (CCI); representing CCi Revise as follows: 508.2 Group S-2 enclosed or open parking garage with Group A, B, M R above. A basement and/or the first story above grade plane of a building shall be considered as a separate and distinct building for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction, when all of the following conditions are met: 1. The basement and/or the first story above grade plane Is of Type IA construction and is separated from the building above with a horizontal assembly having a minimum 3 -hour fire - resistance rating. 2. Shaft, stairway, ramp or escalator enclosures through the horizontal assembly shall have not less than a 2- hour fire- resistance rating with opening protectives In accordance with Table 715.3. Exception: Where the enclosure walls below the horizontal assembly have not less than a 3-hour fire - reslIstance rating with opening proteotives in aocordance with Table 715.3, the enclosure walls extending above the horizontal assembly shaft be permitted to have a 1 -hour fire - resistance rating provided: (No change to. items 1,2, and 3 3. (No change) 4. The building below the horizontal assembly is a Group S -2 enclosed or oven parking garage, used for the parking and storage of private motor vehicles. (No change to remainder of text) Reason: Group 8-2 open parldng garage should also be permitted on the grade level based on the following: Although Section 508.7 has requirements for an open parking garage beneath otheruse groups, Oft section can be more restrictive with regard to the classification o f the building above the open paridnpp garage. Section oth f 506.7 requires thebukIng above to measure heigMinbestandnumber of stories from grade. As such it a two story building were constructed above the one storyopen parkinggaa�gg beneath, then the building above would be classified asagueestorybuu ng. This would prohlbitthebuilding from using ihetwo story unlimited area building provisions of Section 5073. Section 5082would parnitthe use of dre twostoryunilmitedarebulidkrg provalonsof Section 507.3 foratwostorybullding abovethe parking garage. However, per Section 5082 the parting garage is required to be enclosed Due to open parking structures being less hazardous than enclosed parking structures as a result of the natural ventilation provided, it Is logical for Section 508 2 to permit open parking structures to be located beneath the other use groups. • Cost Impact: None Public Hearing: Committee: AS AM D Assembly: ASF DF G124 -03/04 T 601 Proponent: Sam Francis, American Forest & Paper Association; representing AF &PA Revise as follows: G66 ICC PUBUO HEARING::: September 2003 Code Change Number Committee Action Assembly Action. 36 -03104 WP AS 37.03/04 D AS 38 -03104 D D 39 -03104 WP D 4D -03/04 D D 41 -03/04 D AS 342-03104 D D 343-03t04 WP AS 3/04 D D 345-03104 D AS 346-03tO4 AS D 347 -03/04 D D 34 8-03/04 D D 3 3 49-03/04 D D 50 -03104 AM AS 51 -03/04 D D 52 -03/04 D D 53 -03/04 D AS 54 -03/04 D AS 55 -03104 D ANIF 5" "04 D AS 57-03/04 D D 58 -03104 D AM 59-03104 AS AS 360 -03104 AS AM 61.03104 AS AS 82 -03104 AM D 36 3-03/04 D AM 36 4-03104 D D 36 5-03104 D D 36 6-03104 D AS 7 -03104 AS 2003121104 PubCa Hearing Resuits • Code Change Number Committee Action Assembly Action G68-03/04 AS 99 -03104 G69 -03/04 AS 100 -03104 70 -03/04 D 101 -03/04 71 -03/04 D 102 -03 /04 72 -03104 D 103 -03/04 73 -03/D4 AS 104-03104 74 -03/04 D 113-03/04 75 -03104 AS 114 -03/04 76 -03/04 D 115-03/04 77 -03/D4 AS 116-03/04 78 -03/04 D 117 -03/04 79 -03/04 D 118 -03104 80 -03104 D 119-03/04 81 -03/04 D 120-03/04 82 -03104 AS 121 -03/04 83 -03/04 D 122 -03/04 84 -03/04 D 123-03/04 85-03/04 Item 1 AS 124 -03/04 t 85-03104 am 2 AS 125-03/04 86 -03/04 D 126 -03104 87 -03104 1 AS 127 -03 /04 88 -03104 D 128 -03/04 item 1 89-03104 AM 90 -03/04 AS 91 -03104 AM 1 92 -03/04 AS 93 -03/04 D 94 -03/04 AM 95 -03/04 D 9" "04 D 97 -0 3/04 AS Poo O M" - A s.53� m , LW • Cade Change Number Committee Action Assembly Action 98 -03/04 AS 99 -03104 D 100 -03104 D 101 -03/04 D 102 -03 /04 AS 103 -03/04 D 104-03104 D 105-03/04 WP 106 -03/04 D 107 -03/04 AM 108 -03/04 D 109 -03/04 D 110 -03/04 D 111 -03/04 D 112 -03/04 AM 113-03/04 AM 114 -03/04 D 115-03/04 WP 116-03/04 AS 117 -03/04 AS 118 -03104 WP 119-03/04 AS 120-03/04 AM 121 -03/04 AS 122 -03/04 AS 123-03/04 D 124 -03/04 D 125-03/04 D 126 -03104 D 127 -03 /04 AS 128 -03/04 item 1 D .Ld ERAL IJUILDING HEIGHTS AND AREAS . to each portion of the building based on the occupancy classification of that space except that the most restric- tive applicable provisions of Section 403 and Chapter 9 shall apply to the entire building or portion thereof_ 508.3.2.2 Allowable area and height. The allowable area and height of the building or portion thereof shall be based on the most restrictive allowances for the occu- pancy groups under consideration for the type of con- struction of the building in accordance with Section 503,1. is 509.2 Group S -2 enclosed or open parking garage with Group A, B, M, R or S above. A basement and /or the first story above grade plane of a building shall be considered as a separate and distinct building for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction when all of the following conditions are met: L The basement and/or the fast story above grade plane is of Type IA construction and is separated from the build- ing above with a horizontal assembly having a minimum 3 -hour fire- resistance rating. 2, Shaft, stairway, ramp or escalatorenclosures through the horizontal assembly shall have not Iess than a 2 -hour fire- resistance rating with opening protectives in accor- dance with Table 715.4, 508:3.2.3 Separation. No separation is required between occupancies. Exception: Group H -2, H -3, H -4 or -5 occupancies shall be separated from all other occupancies in accor- dance with Section 508.31 08.3.3 Separated occupancies. Buildings or portions of uildings that comply with the provisions of this section hall qualify as separated occupancies. 5083.3.1 Occupancy classification. Separated occu- pancies shall be individually classified in accordance with Section 302.1. Each fire area shall comply with this code based on the occupancy classification of that por- tion of the building. 508.33.2 Allowable area. In each story, the building area shall be such that the sum of the ratios of the actual floor area of each occupancy divided by the allowable area of each occupancy shall not exceed one. 508.33.3 Allowable height. Each occupancy shall com- ply with the height limitations based on the type of con- struction of the building in accordance with Section 503,1 The height, in both feet and stories, of each fire area shall be measured from grade plane. This measure- ment shall include the height, in both feet and stories, of intervening fire areas_ Exception: Special provisions permitted by Section 509. 508.33.4 Separation. individual occupancies shall be separated from adjacent occupancies in accordance with Table 508.33 508.3.3.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 706 or horizontal assemblies constructed in accordance with Section 711, or both, so as to com- pletely separate adjacent occupancies. SECTION 509 SPECIAL PROVISIONS .1 General. The provisions in this section shall permit the of special conditions that are exempt from, or modify, the -ific requirements of this chapter regarding the allowable 1hts and areas of buildings based on the occupancy classifi- on and type of construction, provided the special condition 'Plies with the provisions specified in this section for such dition and other applicable requirements of this code. Exception: Where the enclosure walls below the hor- izontal assembly have not less than a 3 -hour fire- resistance rating with opening protectives in accordance with Table 715.4, the enclosure walls extending above the horizontal assembly shall be per- mitted to have a 1 -hour fire- resistance rating, pro- vided: 1 The building above the horizontal assembly is not required to be of Type I construction; 2. The enclosure connects less than four stories; and 3 The enclosure opening protectives above the horizontal assembly have a minimum I -hour fire protection ratting. 3. The building above the horizontal assembly shall be per- mitted to have multiple Group A uses, each with an occu- pant load of less than 300, or Group B, M, R or S uses . 4. The building below the horizontal assembly is a Group S -2 enclosed or open panting garage, used for the park- ing and storage of private motor vehicles. Exceptions: 1 1. Entry lobbies, mechanical rooms and similar uses incidental to the operation of the building shall be permitted_ 2. Multiple Group A uses, each with an occupant load of less than 300, or Group B or M uses shall be permitted, in addition to those uses incidental to the operation of the building (including storage areas), provided that the entire structure below the horizontal assembly is protected throughout by an approved auto- matic sprinkler system. 5. The maximum building height in feet shall not exceed the limits set forth in Section 503 for the building having the smaller allowable height as measured from the grade plane. 509.3 Group S -2 enclosed parking garage with Group S -2 open parking garage above. A Group S -2 enclosed parking garage located in the basement or first story below a Group S -2 open parking garage shall be classified as a separate and dis- 2006 INTERNATIONAL BUILDING CODE® • tinct building for the purpose of determining the type of con- struction when the following conditions are met: 1 • The allowable area of the structure shall be such that the sum of the ratios of the actual area divided by the allow- able area for each separate occupancy shall not exceed 1..0. 2. The Group S -2 enclosed parking garage is of Type I or 11 construction and is at least equal to the fire- resistance requirements of the Group S -2 open parking garage. 3. The height and the number of the floors above the base- ment shall be limited as specified in Table 406.3.5. 4. The floor assembly separating the Group S-2 enclosed parking garage and Group S -2 open parking garage shall be protected as required for the floor assembly of the Group S -2 enclosed parking garage. Openings between the Group S -2 enclosed parking garage and Group S -2 open parking.garage, except exit openings, shall not be required to be protected. 5_ The Group S -2 enclosed parking garage is used exclu- sively for the parking or storage of private motor vehi- cles, but shall be permitted to contain an office, waiting room and toilet room having a total area of not more than 1,000 square feet (93 m and mechanical equipment rooms incidental to the operation of the building, 509.4 Parking beneath Group R. Where a maximum one -story above grade plane Group S -2 parking garage, enclosed or open, or combination thereof, of Type I construc- tion or open of Type IV construction, with grade entrance, is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area The floor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage and shall also provide a fire- resistance rat- ing not less than the mixed occupancy separation required in Section 508.33_ 509.5 Group R -2 buildings of Type ILIA construction. The height limitation for buildings of Type MA construction in Group R -2 shall be increased to six stories and 75 feet (22 860 mm) where the first -floor construction above the basement has a fire - resistance rating of not less than 3 hours and the floor area is subdivided by 2 -hour fire- resistance -rated fire walls into areas of not more than 3,000 square feet (279 m S09.6 Group R -2 buildings of Type EIA construction. The height limitation for buildings of Type HA construction in Group R -2 shall be increased to nine stories and 100 feet (30 480 mm) where the building is separated by not less than 50 feet (15 240 mm) from any other building on the lot and from lot lines, the exits are segregated in an area enclosed by a 2 -hour fire - resistance -rated fire wall and the first -floor construction has a fire- resistance rating of not less than 1' / hours 509.7 Open parking garage beneath Groups A, I, B, M and R. Open parking garages constructed under Groups A, I, B, M and R shall not exceed the height and area limitations permitted under Section 406.3.. The height and area of the portion of the building above the open parking garage shall not exceed the Iimitations in Section 503 for the upper occupancy. The height, GENET *UILDING HEIGHTS AND AREAS in both feet and stories, of the portion of the building above the open parking garage shall be measured from grade plane and shall include both the open parking garage and the portion of the building above the parking garage 509.7.1 Fire separation. Fire barriers constructed in accor- dance with Section 706 or horizontal assemblies con- structed in accordance with Section 711 between the parking occupancy and the upper occupancy shall corre- spond to the required fire- resistance rating prescribed in Table 508 3.3 for the uses involved. The type of construc- tion shall apply to each occupancy individually, except that structural members, including main bracing within the open parking structure, which is necessary to support the upper occupancy, shall be protected with the more restrictive fire - resistance -rated assemblies of the groups involved as shown in Table 601. Means of egress for the upper occu- pancy shall conform to Chapter 10 and shall be separated from the parking occupancy by fire barriers having at least a 2 -hour fire - resistance rating as required by Section 706 with self - closing doors complying with Section 715 or horizon- tal assemblies having at least a 2 -hour fire- resistance rating as required by Section 711, with self - closing doors comply- ing with Section 715. Means of egress from the open park- ing garage shall comply with Section 406.3. 509.8 Group B or M with Group S -2 open parking garage above. Group B or M uses located in the basement or first story below a Group S -2 open parking garage shall be classified as a separate and distinct building for the purpose of determining the type of construction when all of the following conditions are met: 1. The basement orfirst story shall be Type I or II construc- tion, but not less than the type of construction required for the open parking garage above. The height and area of the basement or first story shall not exceed the limita- tions in Section 503 for the Group B or M uses. 2. The height and area of the open parking garage shall not exceed the limitations permitted under Section 4063. The height, in both feet and stories, of the open parking garage shall be measured from grade plane and include both the open parking garage and the basement or first story. 3. Fire separation assemblies between the open parking garage and the basement or first story use group shall. correspond to the required fire - resistance rating pre- scribed by Table 508.3-3 4, Exits serving the open parking garage shall discharge directly to a street or public way and shall be separated from the basement or first story use group by not less than 2 -hour fire barriers constructed in accordance with Section 706 or 2 -hour horizontal assemblies constructed in accordance with Section 711, or both, with opening protectives in accordance with Table 715.4. 2006 INTERNATIONAL BUILDING CODE'® 83 Town of Vail .o ap �+ Re nest f r A s a- v&o atio - ICE 4 py TO: Town of Vail TOWN OF VA IN_ DATE: November 27, 20 OWNERS NAME: Lion Square Lodge North SITE ADDRESS: 660 West Lion Head Place, Vail, CO RE: Plan Review Comment #3 ATTACHMENTS: 1 -CMT 3& 2 -CMT 3, 3 -CMT 3, 4 -CMT 3, 5 -CMT 3, 6 -CMT 3, 7- CMT 3, 8 -CMT 3, 9 -CMT 3, 10 -CMT 3, 11 -CMT 3, 12 -CMT 3, 13 -CMT 3, Shaner Life Sa �. REQUEST: Based on 2003 IBC sections 104.11, to allow 50% protected openings at the north wall of the egress balcony at the first and second floors protected with additional sprinkler coverage in lieu of the requirement of 2003 IBC table 704.8 which allows a maximum of 25% unprotected openings. �1i(-� M The existing building is currently configured with an exterior egress balcony to the north of the existing units with adjacent surface parking. The proposed design maintains the existing egress balcony and adjacent parking. As a condition of approval for the project, the Town Council, PEC and DRB required the addition of a portion of sod covered roof above the parking to conceal the parking from view from the property to the north. The type 1B open parking structure is located to the north of the type IIIB egress balcony which serves. R -2 dwelling units located on the south side. In between the two structures is an open outdoor area as defined by IBC section 1004.8 which has two means of egress via the east tower and west tower exit accesses. IBC section 704.3 allows for an imaginary property line to be placed in the outdoor area between the open parking garage and the egress balcony for purposes of determining the required wall and opening protection. Refer to sketch 1 -CMT 3 for the location of this imaginary line. The exterior walls of the open parking garage and egress balcony are required to meet the criteria of Table 602 based on the distances to the imaginary property line. Based on the location of the imaginary property line shown on sketches 1 -CMT 3 and 2 -CMT 3, the distance of the south wall line of the open parking structure to the imaginary property line is 10' -1" which requires a fire resistance rating of 1 hour. This exterior wall line is actually 2 hour fire resistance rated as required by Table 601. The north egress balcony wall is located either 7' - 4'/i" or 4' -5 1/8" from the imaginary property line. Both distances require this wall to be of 1 hour fire resistance rated. The openings in the south wall of the open parking garage and the north wall of the egress balcony are required to meet the criteria of Table 704.8. The open parking garage wall is located 10' -1" from the imaginary property line which allows the wall to have unlimited area of opening based on note c of Table 704.8. The north wall of the egress balcony is located either 7' -4' /Z" or 4' -5 1/8" from the imaginary property line. Based on Table 704.8 the wall that is located 7' -4 %2" from the imaginary property line is allowed a maximum of 25% protected openings. The wall that is located 4' -5 1/8" from the imaginary property line is allowed a maximum of 15% protected openings. Since the building is equipped with an automatic sprinkler system, section 704.8.1 permits these openings to be unprotected. The openings in the south wall line of the egress balcony are required to be protected based on 2.003 IBC section 1013.5 which states that exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors. There is an exception to this section which permits no separation between the egress balcony and the interior of the building where the exterior egress balcony is served by at least two stairs and a dead -end travel condition does not require travel past an unprotected opening to reach a stair. In order to meet this requirement, the windows adjacent to the egress balcony at units 182, 282, and 382 and the sidelite to door D124 will be required to be fire rated based on requirements for corridors. Also, doors D 124, D184A, D284A, D282A, D280A, D384A, D380A, and D382A will be required to be fire rated based on requirements for corridors. The required rating for corridors serving R occupancies with a sprinkler system is lh hour, Based on 2003 IBC table 715.3, the required fire rating for the doors based on %2 hour corridors is 20 minutes. The doors will be self closing per 2003 IBC section 715.3.7. Based on 2003 IBC table 715.4, the required fire rating for windows is 45 minutes. The windows will be operable to provide natural ventilation but will be self closing on a fusible link. Refer to 10 -CMT 3, 11 -CMT 3, 12 -CMT 3, and 13 -CMT 3. Based on 2003 IBC section 1013.5.2, egress balconies are required to have the long side to be at least 50% open to minimiz the accumulation of smoke or toxic gases. However, section 704.8 limits a maximum of 25% unprotected openings along this wall based on Table 704.8. The request for administrative modification is to allow a maximum of 50% openings along the 1 hour fire resistance rated north egress balcony wall which will be protected by increased sprinkler coverage as shown on sketch 3 -CMT 3, 4 -CM7 3 and as described from attached letter from Shaner Fire Protection as an equivalent design to a 1 hour fire resistance rated wall with a maximum of 25% unprotected openings. David Viele, Chip Melick, Architect of Record y % tjjj1IIj;xeO Id iUICK, its r r ic) is -' 4 P O Z 6 x A 0 4 Architect's Stamp Protection Engineer v1YI1L -' // /I111 II Cv rT V u Fire Marshall, Town of Vail F C FULL SIZE: 21 ��� • 1�! - �• K �. • : P ROP AREA ,mmk, VALET min �I !� E l l. � .. fol piny F•V UP W5 F3 W17 F3 W17 W D196A W17 RESTRICT OPENING 1 ST FLOOR PLAN i SCALE: 1/8" = 1' -0" s t _ i 0 � s H -ED COLORED CONC. P, o / C Q BR • • w� ' • pa MR, �i�i�i�� aii�i /���% ill ■ A rv -Jr 10 1 00 4 il oned, I PAO 0 4 z v U A o ,— O HO SEBIB 0 4, � CI i SCALE: 1/8" = 1' -0" s t _ i 0 � s H -ED COLORED CONC. P, o / C Q BR • • w� ' • pa MR, �i�i�i�� aii�i /���% ill ■ A rv -Jr 10 1 00 4 il oned, I PAO 0 4 z v U A o IF' O E 1 hh, WMAN I w o ., ",49 N_ EDGE .�. OF e ED PARKING — ►� a �I LO BB Y PEN [h,,_�ND FLOOR PLAN fi Fi SCALE: 1/8" = 1'-0" 3 A8.6 ME SLOPE a / F(-- O z O �C) a z 0 O z 0 H � o A a III fi w l F 207 F2 • � .., i - -- i� �i � �� �i° ;iii • __ a �r�i ❑��� o -- - - -- � iiJ /.� �ii .I!� � � .� •' � � � ���►� � I��I� +�I��� �i I'��� i �� i I " qL IA Fo RA WAMMOA %// LA. T S R Q P N M I b, 14 I � 12 �`• •f.. N (E) THIRD FLOOR 118' -8" (E) SECOND FLOOR 109' -4" (E) FIRST FLOOR 100' -0" 10 A4.7 LOWER LEVEL PARKING 89' -7" REMODELED EXISTING BUILpING PARTIAL NORTH ELEVATION SCALE: 1/8" = 1' -0" TOTAL AREA ELEVATION A: Q 2551 S.F. AREA OF OPENINGS ELEVATION A: 50% OPEN AREA 1290 S.F. TOTAL AREA ELEVATION B: 195 S.F. AREA OF OPENINGS ELEVATION B: 80 S.F. 41 % OPEN AREA 1 4Y . of i LfJ O z O O Iw z� o z 0 0 z 0 y a A o 7 r p pp € ° k� `� - .,�^� °.. n 33 � s . ` -,.. f� '�� ..m>. .. .. %` J. •. r %'-,[ .; ,._ i_... r.,. .,x. , '.�� � Ca3? � �C�� ..��u.>v.. taP*= fi �2_s_.+.:.: :cs_ ...tx'.Ft.$,:..^a 33 tx^.i ..A °.., i ?x. 3 £ 3 44�.. Rg €M @ g @ g }} (E) THIRD FLOOR 118' -8" (E) SECOND FLOOR 109' -4" (E) FIRST FLOOR 100' -0" 10 A4.7 LOWER LEVEL PARKING 89' -7" REMODELED EXISTING BUILpING PARTIAL NORTH ELEVATION SCALE: 1/8" = 1' -0" TOTAL AREA ELEVATION A: Q 2551 S.F. AREA OF OPENINGS ELEVATION A: 50% OPEN AREA 1290 S.F. TOTAL AREA ELEVATION B: 195 S.F. AREA OF OPENINGS ELEVATION B: 80 S.F. 41 % OPEN AREA 1 4Y . of i LfJ O z O O Iw z� o z 0 0 z 0 y a A o u WALL TYPES TYPE DESCRIPTION STC FIRE RATING WALL TYPE DIAGRAM SCREEN WALL: 3 COAT STUCCO SYSTEM ON (2) LAYERS 5/8" FIRE RATED GYP. N x O <Wl q SHEATHING BOTH SIDES OF b" MTL STUDS @ 16" O.C. BETWEEN TOP AND 2 HOUR 2 HOUR z BTM STEEL MEM co (3) LAYERS 5/8" GYP. BD. BOTH SIDE OF 6" METAL STUDS AT 16" O.C. TO W20 UNDERSIDE OF STRUCT. ABOVE WITH ACOUSTIC INSULATION FRICTION 3 HOUR 3 HOUR U A O O c am -, FIT IN STU CAVITY. BASED ON U.L. DESIGN #U41 0. (N) HALF HEIGHT WALL EXTERIOR FINISH PER SECTION / DETAIL ON (2) REQUIRED PROVIDED W21 LAYERS 15# FELT PAPER ON 5/8" FIRE RATED GYP. SHEATHING EA. SIDE ON 3 5/8" MTL STUDS @ 16" O.C.. BASED ON U.L. DESIGN #0423. 1 HOUR 1 HOUR o b low CODE SHEET SCALE: NTS Z u C v i I \ I ' T ' Li UP STAIR C - 2122C 115 D115A � I - - - - -J GALLERY DiN 00 - 1_15B T I I 122 --� - -- — I u- I UD1 \ O D114C .D. 7 D11 1 HR FIRE DOOR — I II rT Y I HEAJ ED COLORED CONC. W L AY W/ HEAVY BROOM I FI ISIH �� I (Dl 86A 1 ST FLOOR PLAN SCALE: 1/8" = P -0" SUMMER z O WINTER a = Dl 8z _r� r , •— � I a ll , a �■ FIRE RATE � . �• • 1 PROTEC F ANNIUJCIATO' 1 PANEL D122B N x ° z w C O a O W o 0 a cn O W z H U U O � N Q � LL W CL O N tL 7V W CL 0 N �v Fwl SLOPE a / FT. SLOPE a / FT. N TO BELOW SLOPE a'/ FT. ^W STAI O 209 N EGRE S BALCONY 20� 1 11��111, Ic y �I ELEV. LOBBY F 2K � L- 1 HR. FIRE DOOR FIRE D280A D282A 0 I x x 0 z W U C7 0 a o w z � o as z 0 a O M z F~ U 2ND FLOOR PLAN SCALE: 1/8" = P -0" SUMMER WINTER Y o A N a , O z QO a O z� � o a i z 0 a 3RD FLOOR PLAN SCALE: 1/8" = P -0" su z � y� i0 N Q - D123 (2)3 -6" 7-0" 1 3/4" D10 HM D384A D284B 6' -1/4" 3 HR. 1 3/4" D16 DOORS ON HOLD OPEN, 3HR. RATED DOOR & FRAME D124 3-0" 7' -0" 1 3/4" D18 AUGL WD 6-8" D282B 6' -1/4" 6-8" 1 3/4" 2 a A MJ 1 F IR D, S E L C OSING / 5 MIN. E S D LI E D125 2' -6" 7' -0" 1 3/4" D11 HM Dl I WD D5 X2806 1 6' -1/4" 6' -8" D196A 3' -0" 6' -8" 1 3/4" D1 WD SAFLOK AL. CLAD WOOD DOOR W/ SIDELITE D196B 6' -1/4" 6' -8" 1 3/4" D161 SAFLOK D196C 3' -0" 6-8" 1 3/4" Dl HM D194A 3-0" 6' -8" 1 3/4" Dl WD SAFLOK D194B 3' -0" 6-8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS D192A 3' -0" 6' -8" 1 3/4" D1 WD SAFLOK D192B 3' -0" 6-8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS D190A 3' -0" 6-8" 1 3/4" D1 WD SAFLOK D190B 3' -0" 6-8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS D188A 3' -0" 6-8" 1 3/4" D1 WD SAFLOK 88B 86A 3' -0" 6-8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS 3'_0" 6' -8" 1 3/4" D1 WD SAFLOK 186B 31 -011 6' -8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS D184A 3' -0" 6' -8" 1 3/4" D1 WD SAFLOK 26 MINUTE rlRE RATED, SELF CLOSING D18413 3' - 6' - 8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS D182A 3-0" 6 8" 1 3/4" D1 WD SAFLOK D182B 3' -0" 6-8" 1 3/4" D4 SAFLOK FULL LITE; AL. CLAD WOOD DOORS D180A 3-0" 6 -8" 1 3/4" D1 WD SAFLOK D180B 6' -1 /4" 6' -8" 1 3/4" D16 SAFLOK AL. CLAD WOOD DOOR W/ SIDELITE D284A 3-0" 6-8" 1 3/4" Dl WD D384A D284B 6' -1/4" 6'_8" 1 3/4" D16 D3848 6' -1/4" D282A 3' -0" 6' -8" 1 3/4" D WD 6-8" D282B 6' -1/4" 6-8" 1 3/4" D16 6' -8" 1 3/4" D280A 3-0" 6' -8" 1 3/4" Dl I WD D5 X2806 1 6' -1/4" 6' -8" 1 3/4" 1 D16 1 D15 HM HM HM SAFLOKQ 20 MINUTE FIRE RATED, SELF CLOSING FULL LITE DOOR W/ SIDELITE; AL. CLAD WOOD DOOR SAFLOK 20 MINUTE IRE RATED, S LF CLO ING FULL LITE DOOR W/ SIDELITE; AL. CLAD WOOD DOOR SAFLOK 72 F R RAT D, SE F CLOSING FULL LITE DOOR W/ SIDELITE; AL. CLAD WOOD DOOR -1- 0-1/4 1 u-u �/, D384A 3-0" 6' -8" 1 3/4" D1 WD D3848 6' -1/4" 6' -8" 1 3/4" D16 D382A 3-0" 6-8" 1 3/4" D1 WD D382B 6' -1/4" 6' -8" 1 3/4" D16 D380A 3' -4" 6' -8" 1 3/4" D5 I WD D380B 1 6 1 6' -8" 1 3/4" 1 D15 HM SAFLOK 20 MINUTED FIRE RATED, SELF CLOSING FULL LITE DOOR W/ SIDELITE AL. CLAD WOOD DOOR HM SAFLOK 20 MINUTED FIRE RATED, SELF CLOSING FULL LITE DOOR W/ SIDELITE; AL. CLAD WOOD DOOR HM SAFLOK 2 IN D FI E E EL L SI LI E S, A . O O FIRE DOORS AND SHUTTERS SCALE: NTS o .., i� a z w � UU � O a ��4 z � O a� z _O a O r z A U x M Q� October 10, 2007 Town of Vail Plan Review Vail, Colorado E PO Box 1073, Frisco, CO 80443 970.409.9082; fax 720.294.9849 Re: Lions Square Lodge, North Building, 660 W. Lionshead Place Request for Administrative Modification #2 Plan Review Comment #3 This letter is intended to supplement Administration Modification Request #2, prepared by Melick Associates. We intend to provide automatic sprinkler protection at the Egress Balcony opening to offset having 50% openings rather than 25 %. Refer to the attached sketches showing sprinkler placement and spacing. We will use quick response, pendent sprinkler heads, which have an allowed spacing of 15' x 15'. We will place the sprinklers as shown, with spacing of 6' on center. NFPA 13 approves this spacing for water curtains. This spacing is also noted as the minimum spacing allowed between sprinklers, per NFPA 13. The sprinklers will be glass bulb type, triggered individually by heat. This will ensure that not all sprinklers will activate along the balcony, only those which are activated by a fire in their immediate area This allows for any smoke buildup on the balcony to escape through natural ventilation, as a "water curtain" will not form. Only the sprinklers needed to suppress a fire will activate. Sprinklers are often used to allow for trade -offs in model building codes. NFPA 13 (2007), Section 8.15.4 discusses the protection of openings. This section allows for sprinkler protection to substitute for the enclosure of openings. Providing sprinklers at the egress balcony for this project will allow a separation between the imaginary property line to be maintained. I believe that this proposal meets the intent of the building code and provides an equivalent alternative for this application. Please advise if you have any questions or need additional information. Sincerely, Deborah L. Shaner, P.E. Fire Protection Engineer r► rir���� �b Z. G .G 52 3 m: IAI- Request for Administrative Modificati own of Vail — AM PY TO: Town of Vail DATE: November 27, 2007 OWNERS NAME: Lion Square Lodge North SITE ADDRESS: 660 West Lion Head Place, Vail, CO RE: Plan Review Comment #29 D ATTACHMENTS: 1 -CMT 29, 2 -CMT 29, 3 -CMT 29, E74 — 04/0 JAN 07 2000 PERMIT #B07 -0066 REQUEST: L TOWN OF VAIL Based on 2003 IBC sections 104.10 and 104.11, to allow an increase of the Common Path of Egress Travel distance to 125' as modified for the 2006 IBC for Units 280, 282, 284, 286, 288, 290, 292, 294, 296, 380, 384, 392, 394, and 396 in lieu of the 2003 IBC section 1013.3 which requires that the common path of egress shall not exceed 75'. BASIS: Please see the attached sheets showing the path of egress travel with typical furnishings used by existing owners placed in floor plan. The means of measurement has been shown in the requested rectilinear method. The measured distances are shown in the Table below. At units 382, 386, 388, and 390, the most remote location within the unit has not changed. The additional square footage added to these units does not increase the common path of egress travel measurement. Therefore, they "are not required to comply with the code requirements for a new structure" per Section 3403.1. Common Path of Earess Travel Existing units unchanged common 1 means of Unit Method Over by (ft) path of travel distance egress UNDER not increased by 75' (75 max remodel Admin. # Rectilinear allowed ) Allowed per 3403.1 Modification 280 123 48 Z 282 106 31 Z 284 76 1 Z 286 77 2 Z 288 77 2 Z 290 77 2 Z 292 82 7 Z 294 77 2 Z 296 95 18 Z 380 124 49 Z 382 121 46 Y 384 76 1 Z 0 • 386 86 11 Y 388 78 3 Y 390 95 20 Y 392 82 7 394 76 1 396 93 18 Z Z Z X — under 75' measured in a rectilinear manner Y — CPOET distance unchanged by new remodel Z - Administrative Modification because over 75 feet measured in a rectilinear manner Units 280, 282, 284, 286, 288, 290, 292, 294, 296, 380, 384, 392, 394 and 396 (marked with a Z on the chart above) will have a change in the Common Path of Egress Travel distance when the building is altered. The occupant load of each unit is under 10. The building as proposed is to be fully sprinklered. The egress balcony is also fully sprinklered. Smoke alarms will be provided. We have consulted with Mike Perrino, Code Consultants, Inc., St. Louis, Mo. At the ICC Public Hearing, February 2005, he presented the E74 -04/05 document (attached) as an argument to revise Section 1013.3 of the 2003 IBC. This was subsequently approved as a change for the 2006 IBC. The increased life safety provided by sprinklers and smoke alarms in R -2 occupancy was deemed sufficient to allow an increase of the Common Path of Egress Travel to 125'. Because the proposed building will provide the same increased life safety as required in the approved E74 -04/05 document (and 2006 IBC) , we request an Administrative Modification to allow an increase of the Common Path of Egress Travel distance to 125' for Units 280, 282, 284, 286, 288, 290, 292, 294, 296, 380, 384, 392, 394 and 396. 0 1� 0 David Viele, Owner Chip Melick, Architect of Record Architect's Stamp , Firellrotection Engineer io Engineer's Stamp ` �6la Official e F s L I jq-J►S z- �- °e' Fire Marshall, Town of Vail - r _ :i .� '��'i.���i , ■ ■ _ _ � . � are _ _ � . ►rl __ , I -� n� .I, o I\ .. � ■�■ � �.. ��,::� ■11 � I ■I � III ��: � i � I��I�� �\ 11 �� ■ ■ ■ �i � I�Ga� ill � �� ■■iiZ._. �._/5 �r��' O O Q ---- - - - - -- Q ® TRAVEL DISTANCE TRAVEL DISTANCE ALLOWED = 250' ® 21@ ALLOWED = 250' ACTUAL =137' J TRAVEL DISTANCE ACTUAL =120' COMMON PATH OF / 111V�t 2`JW ALLOWED = 250' COMMON PATH OF TRAVEL ® ALLOWED = 75 ' ACTUAL =97' TRAVEL COMMON PATH OF ALLOWED = 75' U 6 ` ACTUAL = 123' TRAVEL DISTANCE TRAVEL ACTUAL = 106' / I� ^ ALLOWED = 3' / Z(9'l) TRAVEL DISTANCE ACTUAL =113' ALLOWED = 75' ALLOWED = 250' COMMON PATH OF ACTUAL = 76' v ° TRAVEL DISTANCE ACTUAL =133' TRAVEL / ALLOWED = 250' COMMON PATH OF ALLOWED = 75' OCCUPANCY: R -2 ftV�DISTANCE ACTUAL =154' TRAVEL ACTUAL = 77' � ONSTRUCTION TYPE: 3B ALLp""' gip' TRAVEL DISTANCE ALLOWED = 75' ACTUAL =119 COMMON PATH OF ED T O / = 25d TRAVEL ACTUAL = 7 COMMON PATH OF � ACTUAL =1T2 - - �JRAVEL DISTANCE gp TRAVEL DISTANCE -------------- ALLOW COMMON PATH OF ALLOWED =158' ACTUAL = 77' COMMON PATH TRAVEL ACTUAL =137' \ ACTUAL = 95' _ D COMMON PATH OF 1 0'-0" SETBACK — �..�OF TRAVEL ACTUAL 75% OPENINGS MAI ACTUAL = 82' $L`C;OND FLOOR CODE DIAGRAM 1.2.1 a SCALE: 1'= 20' -0" Date: Sketch No. LIONSQUARE LODGE NORTH 10-3 -07 1 - CMT 29 LIONSHEAD PLACE • • .. VAII, CO 0 EXIT 32 oo 4o � 2c. L 36• 9 occ. DOORS Eijj I =Mql 1 6 l l . - k lm l —fr " 1 occ. STo A. j i UNIT 394 , Ll = c R -2 RESIDENNAL m TRAVEL DISTANCE ALLOWED = 250' ACTUAL =119' COMMON PATH OF TRAVEL ALLOWED = 75' ACTUAL = 93' Date: Sketch No. 10 -3 -07 2 -CMT 29 TRAVEL DISTANCE ALLOWED= 250' ° ACTUAL =112' COMMON PATH OF TRAVEL ALLOWED = 75' ACTUAL = 76' ■ ■ _r TRAVEL DISTANCE ALLOWED = 250' tl/ U 7 UNIT 3E TRAVEL DISTANCE ACTUAL =137' O r � 931/200 —. ° ALLOWED = 250' (TO DECK) + 2 occ. — 7 -- R -2 RESIDEN ACTUAL =119' COMMON PATH OF _ O 386 UNIT ALLOWED = 278' (TO LOFT) TRAVEL UNIT 388 9so/ 200 = + 2 occ. = 7 O D ACTUAL =103' FUNIT 390 950/ 200 = 5 R -2 RESIDEN UNIT 392 _ 00= 7 + 2 occ. = 7 R -2 RESIDE 0 TRAVEL ACTUAL = 124' SIDE � ' . i i I 1 I _a ... m TRAVEL DISTANCE ALLOWED = 250' ACTUAL =119' COMMON PATH OF TRAVEL ALLOWED = 75' ACTUAL = 93' Date: Sketch No. 10 -3 -07 2 -CMT 29 TRAVEL DISTANCE ALLOWED= 250' ° ACTUAL =112' COMMON PATH OF TRAVEL ALLOWED = 75' ACTUAL = 76' ■ ■ _r TRAVEL DISTANCE ALLOWED = 250' LIONSQUARE LODGE NORTH LIONSHEAD PLACE VAIL, CO 0 ..... .. TRAVEL DISTANCE ALLOWED — 266' ACTUAL =139' COMMON PATH = 82' 4 THIRD FLOOR CODE DIAGRAM 1.2.1 a SCALE: 1' = 20'-0' N UNIT 382 925/ 200 = 5 oc + 2 occ. = 7 occ. R -2 RESIDENTIAL UNIT 380 W31 200 = 7 occ. + occ. = 10 occ. 2 RESIDENTIAL 1 p Sm Us" 0 tl/ U TRAVEL DISTANCE ACTUAL =137' O ° ALLOWED = 250' (TO DECK) -- TRAVEL DISTANCE ACTUAL =119' COMMON PATH OF _ O ALLOWED = 278' (TO LOFT) TRAVEL ACTUAL =103' COMMON PATH OF ALLOWED = 75' ° (TO DECIq TRAVEL ACTUAL = 124' TRAVEL DISTANCE COMMON PATH OF ALLOWED = 75' ° ALLOWED = 278' TRAVEL ACTUAL = 121' TRAVEL DISTANCE ACTUAL =118' ALLOWED = 75' ALLOWED = 297' (TO LOFT) ACTUAL = 76' TRAVEL DISTANCE ACTUAL =134' COMMON PATH OF NOTE: ACTUAL TRAVEL DISTANCE ALLOWED = 285' (TO LOFT) TRAVEL TAKEN TO DECK OR UPPER FLOOR, ACTUAL =155' COMMON PATH OF ALLOWED = 75' WHICHEVER IS FARTHEST. (f0 LOFT) TRAVEL ACTUAL = 86' COMMON PATH OF ALLOWED = 75' TRAVEL ACTUAL = 78' TRAVEL DISTANCE ----- -- - -- ---- ALLOWED = 75' COMMON PATH ACTUAL = 95' OF TRAVEL OCCUPANCY: R -2 ONSTRUCTION TYPE: IIIB LIONSQUARE LODGE NORTH LIONSHEAD PLACE VAIL, CO 0 ..... .. TRAVEL DISTANCE ALLOWED — 266' ACTUAL =139' COMMON PATH = 82' 4 THIRD FLOOR CODE DIAGRAM 1.2.1 a SCALE: 1' = 20'-0' N UNIT 382 925/ 200 = 5 oc + 2 occ. = 7 occ. R -2 RESIDENTIAL UNIT 380 W31 200 = 7 occ. + occ. = 10 occ. 2 RESIDENTIAL 1 p Sm Us" 0 I UNIT 1300 occ. �E 39' i 252/200 = 2 occ. ° R -2 RESIDENTIAL 322/ 200 = 2 occ. UNIT 486 249/ 200 = 2 occ. R -2 RESIDENTIAL R -2 RESIDENTIAL UNIT 488 UNIT 490 4 FOURTH FLOOR CODE DIAG 1.2.1 a SCALE: I'= 20'-0' Date: Sketch No. 10 -3-07 3-CMT 29 LIONSQUARE LODGE NORTH LIONSHEAD PLACE VAIL, CO :43' �i 38' i i �\ 441/ 200 = 3 occ. ° R -2 RESIDENTIAL 212/ 200 = 2 occ. UNIT 480 ° R -2 RESIDENTIAL 322/ 200 = 2 occ. UNIT 482 R -2 RESIDENTIAL UNIT 484 TRAVEL DISTANCE ______ ____ ____ COMMON PATH OF TRAVEL E • E73 -04/05 1013.3; IFC IS] 1013.3 Proponent: Mike Perrino, Code Consultants, inc., St. Louis, MO Revise as follows: 1013.3 Common path of egress travel. in occupancies other than Groups H -1, H -2 and H -3, the common path of egress travel shall not exceed 75 feet (22 860 mm). In occupancies in Groups H -1, H -2, and H -3, the common path of egress travel shall not exceed 25 feet (7620 mm). Exceptions: 1. The length of a common path of egress travel in an occupancy in Groups B, F and S shall not be more than 100 feet (30 480 mm), provided that the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1..1. 2. Where a tenant space in an occupancy in Groups B, S and U has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet (30 480 mm). 3. The length of a common path of egress travel in occupancies in Group 1 -3 shall not be more than 100 feet (30 480 mm). A. The length of a common path of egress travel in occupancies in Groups R -1 and R -2 shall not be more than 125 feet. orovided that the building is grotected throughout with an approved automatic sprinkler system in accordance wjth_203.3.1.1. Reason: In today's residential housing market, largerdwelfjng units and guesirooms have become the norm rather than the exception. And while unit size has grown, the statistical size of the average family is essentially unchanged (persons per household has dropped slightly from 2 63 in 1990 to 2.58 in 2002). in addition, the pemenlege of one person households has increased from 24.8% to 26.3% in the same pertoda This is, however, part of a continuing downward trend Average household size in 1950 was 3 38 personsb. Based on this alone, as dwelling units get larger and family units get smaller, the code has clearly not kept pace. It is Illogical that the code allows a maximum occupant load of 50, based on area. in occupancies such as A, B and M, where a large number of occupants can be assumed to be unfamiliar with their surroundings, before the requirement for a second exit Is imposed, while limiting the occupant load of Group R occupancies to 10. Persons within their own apartments will certainly be Intimatelyfamillarwith the egress paths within their home. Even in guestrooms, it can be assumed that persons will be famillar with their surroundings. In addition, dwelling units and guestrooms will be sprinklered with residential type, quick- response sprinklers in accordance with Section 903.3.2, and be provided with single and multiple station smoke alarms per Sections 907.210.1.1 and 907.2.10.1.2, further protecting the 0 occupants. These current requirements have the effect of penalizing Group R occupancies, and ignores the code's own logic, which permits many allowances for Group R occupancies, such as spiral stains, dead -ends within dwelling units, etc, based on the increased life safety provided by the extra safeguards required. I should be noted that this proposal mirrors an allowance in the current Florida Building Code (Section 100412). This proposal is actually more stringent than Florida's, since the Florida Building Code does not limit occupant load, only the length of a common path of travel Florida €s one of the country's largest markets for new upscale residential multifamily buildings and hotels. This provision has worked well and has permitted units to be designed with appropriate exits, based on the relative hazards presented by the occupancy. a From U S Census Bureau Vital Statistics at: hitp: / /www.00nsus gov/statab/Www/partl.html#households b From U.S. Census Bureau web publication No. HS -12. Households by Type and Size: 1900 to 2002 http://wwwcensus.gov/statab/histt02HSOOI2ids Analysis: A question would be if this provision should also be applicable to Group R-3. Cost Impact: None Public Hearing: Committee: AS AM D Assembly: ASF AMF DF E74 -04105 1013.3; IFC [B] 1013.3 Proponent: Mike Perrino, Code Consultants, Inc., St. Louis, MO Revise as follows: 1013.3 Common path of egress travel. In occupancies other than Groups H -1, H -2 and H -3, the common path of egress travel shall not exceed 75 feet (22 860 mm). In occupancies in Groups H -1, H -2, and H -3, the common path of egress travel shall not exceed 25 feet (7620 mm). Exceptions: 1. The length of a common path of egress travel in an occupancy in Groups B, F and S shall not be more than 100 feet (30 480 mm), provided that the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 2. Where a tenant space In an occupancy In Groups B, S and U has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet (30 480 I8C - E50 iCC PUBLIC HEARING ::: February 2005 mm). 1 The length of a common path of egress travel in occupancies in Group 1 -3 shall not be more than 100 feet (30 480 mm). 4. The length of a common path of egress travel in occupancies in Group R -2 shall not be more than 125 feet, provided that the building is protected fhrgughout with an approved automatics np nkler system In accordance with 903.3.1.1. Reason: In today's residential housing market, larger dwelling units have become the norm rather than the exception. And while unit size has grown, the statistical size of the average family Is essentially unchanged (persons per household has dropped slightly from 2.63 in 1990 to 2 58 in 2002). In addition, the percentage of one person households has Increased from 24 6% to 26.3% in the some perioda. This is, however, part of a continuing downward trend in household size. Average household size in 1950 was 3 38 personsb. Based on this alone, as dwelling units get larger and family units get smaller. the code has dearty not kept pace. It is illogical that the code allows a maximum occupant load of 50. based on area, in occupancies such as A. B and M, where a large number of occupants can be assumed to be unfamiliar with their surroundings, before the requirement for a second exit Is imposed, white limiting the occupant load of Group R occupancies to 10 In no other occupancy can it be assumed with more certainty that persons will be intimately familiar with their surroundings. In addition, dwelling units will be sprinklered with residential type, quick- response sprinklers in accordance with Section 903.3 2, and be provided with single and multiple station smoke alarms per Sections 907.2.10.1.1 and 907.2.1012, further protecting the occupants. These current requimmente have the effect of penalizing Group R occupancies. and ignores the code's own logic for many of the other allowances afforded to Group R (spiral stairs, dead -ends within dwelling units, etc.) based on the increased life safety provided by the extra safeguards required. It should be noted that this proposal mirrors an allowance in the current Florida Building Code (Section 10041.2). This proposal is actually more stringent than Florida's, since the Florida Building Code does not limit occupant load. only the length of a common path of travel. Florida is one of the country's largest markets for new upscale residential multifamily buildings. This provision has worked well and has permitted larger units to be designed with appropriate exits, based on the relative hazards presented by the occupancy. a From U.S. Census Bureau Vaal Statistics at http: / /www census.govistalab/wwwlpartl html#households b From U.S. Census Bureau web publication No. HS -12 Households by Type and Size: 1900 to 2002 htto://www.census.riov/atatab/hIsVO2HgOOl 2-xIs Analysis: A question would be if this provision should also be applicable to Group R -3. Cost Impact: None, Public Hearing: Committee: AS AM D Assembly: ASF AMF DF E75 -04105 105.2, 1002 (New), 1013.4.1, 1013.4.2 (New); IFC [B] 1002 (New 1013.4.1, 1013.4.2 (New) Proponent: Dan Booher, Kohls Department Store 1. Revise as follows: 105.2 Work exempt from permit. Exemptions from permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws or ordinances of this jurisdiction. Permits shall not be required for the following: Building: 1. One -story detached accessory structures used as tool and storage sheds,' playhouses and similar uses, provided the floor area does not exceed 120 square feet (11.15 m�. 2. Fences not over 6 feet (1829 mm) high. 3. Oil derricks. 4. Retaining walls which are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or III -A liquids. 5. Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons (18 925 L) and the ratio of height to diameter or width does not exceed 2 to 1. 6. Sidewalks and driveways not more than 30 inches (762 mm) above grade and not over any basement or story below and which are not part of an accessible route_ 7. Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work. 8. Temporary motion picture, television and theater stage sets and scenery. 9. Prefabricated swimming pools accessory to a Group R -3 occupancy, as applicable In Section 1012, which are less than 24 Inches (610 mm) deep, do not exceed 5,000 gallons (18 925 L) and are installed entirely above ground. 10. Shade cloth structures constructed for nursery or agricultural purposes and not including service systems. 11. Swings and other playground equipment accessory to detached one- and two- family dwellings.. 12. Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support of Group R -3, as applicable in Section 1012, and Group U occupancies. 13. Non -fixed and movable fixtures, cases, racks. counters and partitions not over 5 feet 9 inches (1753 mm) in height. ICC PUBLIC HEARING::: February 2005 IBC - E51 0 ro M V DISTRICT COURT, EAGLE COUNTY, COLORADO Eagle County Justice Center 885 Chambers Avenue P.O. Box 597 Eagle, Colorado 81631 MONTANEROS CONDOMINIUM ASSOCIATION, INC., a Colorado nonprofit corporation A COURT USE ONLY A Case Number: 2006CV492 Plaintiff, V. Div.: Ctrm.: TOWN OF VAIL, a Colorado municipal corporation, a Colorado nonprofit corporation, and VIELE DEVELOPMENT, LLC, a Colorado limited liability company Defendants. W Attorneys for Plaintiff: Kimberly E. Lord, #18802 Sara E. Bayko, #31281 "U JOHNSON & REPUCCI LLP 2521 Broadway, Suite A Boulder, Colorado 80304 Phone No.: (303) 442 -1900 Facsimile No.: 303 442 -0191 SUBPOENA THE PEOPLE OF THE STATE OF COLORADO TO: CHARLIE DAVIS Town of Vail 75 S. Frontage Road Vail, Colorado 81657 YOU ARE HEREBY ORDERED to appear and give testimony at the EAGLE COUNTY {00057819 / 1} • • COMBINED DISTRICT COURT, 885 Chambers Avenue, Eagle, Colorado 81631, on June 26, 2007 at 1:00 p.m. as a witness for the Plaintiff, Montaneros Condominium Association, Inc. Failure to comply with this Subpoena may result in civil contempt of court proceedings being brou t against you. Dated this k da of May, 2007. JOHNSON & REPUCCI LLP /s/ Kimberly E Lord; Duly authorized signature on file with attorne s for Plaintiff By: l / V\ Kimberly . Lord, #18802 Sara E. Bayko, #31281 Attorneys for Montaneros Condominium Association, Inc. (00057819 / 1) 2 • • Charlie Davis Page 1 of 1 From: To: Date: CC: "Matt Royer" P&J� C Attachments: Chip, 06/18/2007 10:05 AM "Duskin Lowe" , "Charlie Davis" , "Warren Campbell" , "George Ruther" , "Mike McGee", "Mike Vaughan", 'Bill Gibson", "Stan Hahn", "James Horne" , , "Duskin Lowe" , "Charlie Davis" , "Warren Campbell" , "George Ruther" , "Mike McGee" , "Mike Vaughan" , 'Bill Gibson" , "Stan Hahn" , "James Horne" , "Duskin Lowe" , "Charlie Davis" , "Warren Campbell' , "George Ruther" , "Mike McGee" , "Mike Vaughan" , 'Bill Gibson" , "Stan Hahn" , "James Horne" , , "Duskin Lowe" , "Charlie Davis" , "Warren Campbell" , "George Ruther" , "Mike McGee" , "Mike Vaughan" , 'Bill Gibson" , "Stan Hahn" , "James Horne" , I have attached the revised building department comment letter that includes structural comments. Please see attached. I also noticed that Mike sent the fire department comments to you. 1 have attached his email for your convenience. Let me know if you have any questions. Matthew Royer Building Official Colorado Inspection Agency 877 -428 -6412 970 - 328 -1790 970 - 904 -0460 matt. roverCcDcoinsoect.com www.coinspect.com file://C:\Documents and Settings \CDavis \Local Settings \Temp\XPgrpwise \467658DAVA... 06/26/2007 TOWN OF PAIL • Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970- 479 -2138 FAX 970 - 479 -2452 www.TQigov.com Architect Plan Review 2nd Comments Melick Associates, Inc. 355 Teller Street Lakewood, Colorado 80226 (303) 534 1930 EMAIL: FAX #: JURISDICTION: NUMBER OF PAGES: FROM: DATE: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: SPRINKLERS: Engineer Monroe & Newell 1701 Wynkoop Street Denver, CO 80202 (303) 623 4927 is Contact David Viele Viele Construction (970) 476 3423 Town of Vail 4 Duskin Lowe June 7, 2007 Lion Square Lodge North 660 West Lion Head Place, Vail, CO R -2, S -2, M, B 1116, IA, IB, VB 6 yes The design documents submitted for this project have been reviewed for compliance with adopted codes and amendments. Architectural Comments: 2) Section 508.2, #3, IBC. Group S -2 enclosed parking garage with Group A, B, M, or R above, IBC. Plan sheet A1.1 indicates an S -2 open parking garage above the S -2 enclosed parking garage. Section 508.2 does not allow an S -2 occupancy group above the S -2 occupancy group below. Section 508.2 and Section 508.3, referenced in the response to this correction, do not allow the S -2 along with the R -2, M and B over the enclosed S -2. Section 509.2 of the 2006 IBC allows an S to be above the S -2 under similar conditions. Amend plans to show compliance with the adopted code. 3) Section 705, Fire Walls, IBC. Plan Sheet A1.2 does not show a complying fire wall separating the building of Type IB construction type, with the S -2 open parking garage, from the building of Type III B construction type, with the R -2 occupancy group. To be considered separate buildings with different construction types, a fire wall would be required. The response to this correction refers to an "imaginary property line" between the two occupancy classifications. As described, that "imaginary property line" would dissect parking spaces on the open parking garage and divide the enclosed parking garage below into two areas. Rather, if there is an assumed property line, it would be located at the juncture of the two types of construction. The X64 ffCYCLED PAPER • ju 9 ,W types of construction would be at the exterior wall of the R -2 units. Per table r wall, constructed as a fire wall, would require a 3 -hour fire rating. In addition, per e wall would be located on the property line and would be used for joint service betweem' Depaw fc{ty evelopment 75 South Frontage Road Vail, Q� 6665704. Exterior walls, IBC. As decks are considered to be part of the building, indicate on 970- V"Yaft required fire - resistive construction for decks shown on plan sheets A2.2 and A2.3 that have FAX 2 *dZ"dMion distance requiring fire- resistive construction. www.vailgov.com This correction refers to decks not balconies. I am unable to locate "added dimensions ", referred to in the response, from decks to property lines for the building of Type IIIB construction type. 26) Section 1704.2, Inspection of fabricators, and 1704.2.2, Fabricator approval. For the fabricator of the pre -cast concrete walls, provide documentation of fabricator approval ( an approved fabricator's number) or documentation that special inspections will be performed on the premises of the fabricator's shop. Plan sheet A1.1 shows wall types W2, W5, and W6 being pre -cast concrete walls. I am unable to locate the referenced response by Monroe and Newell. 29) Section 1013 Exit access, IBC. Plan sheets A1.2a and A1.3a show common path of egress travel being measured incorrectly. That measurement is made in a rectilinear manner with travel perpendicular or parallel to walls. Per Section 903.2.7, IBC, buildings containing a Group R fire area are to be provided with an automatic sprinkler system throughout. If an administrative modification is to be requested, please submit required documentation to the Building Official. 31) Section 1017.1 General, and Section 1020 Exit Passageways, and Section 1023 Exit discharge, IBC. Plan sheet 2/A2.1 shows the 3 -hour fire -rated vertical exit enclosure exiting into room #122, which is shown on plans sheet A1.2a as a 2 -hour fire -rated fire command center. Once a given level of exit protection is achieved, such level of protection shall not be reduced until arrival at the exit discharge. Room #122 would require a 3 -hour fire rating. In addition Room #122 would be required to comply with requirements for an exit passageway or Section 1023 for exit discharge. Provide details showing compliance with the above stated exiting requirements. If room #122 is to function as an exit passageway it appears that there are mechanical, plumbing and electrical penetrations which do not comply with Section 1020.5 of the IBC. Please clarify. 35) Section 302. 1.1 Incidental use areas, IBC. What is the use of room #107, Dumpster Room, shown on plan sheet A2.1? If the room qualifies as an incidental use area by being a waste collection room, provide details showing wall construction capable of resisting the passage of smoke and a code compliant door. If the room is now a location for an emergency generator, provide documentation for the fuel type used, the quantity of fuel stored, the location of the fuel storage, and the method of fuel storage. Generators set inside a building shall be separated from the remainder of the building by a 2 hour fire barrier. (IFC 604.2.14.1) 41) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Plan sheets A1.2a and A1.3a show an elevator in the Northeast tower with 3 -hour fire -rated construction as part of the 3 -hour fire -rated fire wall from the basement level through level 6. As such the doors to the elevator shaft would be required to have a 3 -hour fire - rating. Provide doors complying with Section 715. %J 2ZECYCLED PAPER • 0 q e elevator shaft in the East Tower, on levels 1, 2, and 3 have not been given a door n to be fire - rated. Door #114B and Door #208B are shown with 1 % hour fire - ratings Department of Community Development 75 South Frontage Road Vail, lie�>ysililWComments: 970- 479 -2138 FAX ,W- x'1106.5 Van spaces, Section 502, IBC, and Section 502, Parking Spaces ANSI A117.1- www.1 v.J9mvide an accessible van parking space with required signage. Provide a site plan showing the location of the van accessible parking spaces. Per Section 1006.6 IBC, accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. New Item: Provide an accessible route for entrance into the swimming pool (accessible chair lift or ramp). (IBC 1109.14.1) The following electrical comments were generated in the first round plan review. The plans submitted in for 2 nd round review did not include the revised sheets. Please include these items in the next submittal for review. Electrical Comments: 155) E2.0: Both electrical room entrances are to swing out. Article 110.26.C. 156) E2.3 (typical) Maintain fire rating if load centers are installed in rated separation walls. 157) E3.0: The #1 awg for #8 150A Feeder conductors appear to be undersized. Table 310.16. 158) Show branch circuit for elevator hoistway venting. 159) E3.1: show total amps for the Isc calculation. 160) Show GFI protection for the pool lighting. Show boding for pool. 161) Provide branch circuiting for all equipment such as FCU's and CUH's. 162) E2.1,E2.2 ... : Show branch circuiting for new receptacles in units. (ok if shown on TI dwgs) 163) E3.1: Type XT em light does not appear to be an "em ". 164) Note that Type NM (romex) cannot be used in mixed occupancy. 165) If.building comments require emergency generator for elevator, provide revised electrical one - line diagram. 166) Verify elevator machine room is rated per IBC chapter 30. 167)Ceilings and floor assemblies are rated. Installation of recessed fixtures and access doors to maintain rating. OW %J3 lECYCLED PAPER • LODGE, NORTH BUILDING DepaM Ull &N&r INC. 75 Sd�i� dr1AJ � INEE : MONROE & NEWELL Vail, �ofU�CT�IJ*PLAN REVIEW, 2003 IBC + LOCAL AMENDMENTS 970 -479 -2138 FAX -%>a9- plan review comments for code section references. www.vailgov.com 1 :1 73. The referenced code interpretation paper by S.K. Ghosh indicates that for "building frame system" to be used, shear walls must have integral beams and columns to support 100% of gravity loads. Precast cores on this job do not appear to contain such detailing. R =4 is required based on the provided code interpretation. 74. FOR Response conflicts with response to #126 which states R =3.0 is used for the structure. If R >3.0 has been used, please address the following for new details 18 &19/S5.0: a. Brace demand AgFyRy =109k. Gusset plate strength 0.9AgFy is only 55k, please increase plate capacity to meet brace demand. b. Detail 19 indicates that a thru plate is "contractor option," however a thru plate is required for ductile seismic detailing. c. Detail 18 gusset plate thickness and welds are not defined, verify capacity for 109k brace force in tension. d. Verify columns are adequate for brace force 109k plus gravity loading, AISC 341 -02, 8.3. e. Provide shear, compression, and uplift loads for precast contractor base plate design, based on 109k brace demand. f. Detail 18 shows base plate on top of precast core. Typically, per S2.6 braced frames are supported by steel framing, which does not appear designed for special seismic load combinations, per previous comment #117. g. Provide worst case braced frame analysis output: West tower on line 5.5, and east tower on line X. 79. Provide CMU reinforcing splice and development length requirements, per previous comment. 81. New sheet S5.4 details 7 -11 do not specifically indicate jamb top and bottom connections. New exterior stud wall opening detail on sheet S1.1 does not address jamb top and bottom connections, please review and verify this information is provided or verify stud connections are part of the deferred submittal process. New calculations show a calculation for typical stud wall, 6" 18 gauge at 2' -0" o.c., however does not include bearing plus exterior wind load. Verify bearing studs have adequate combined P -M -V strength per AISI Ch. C provisions. 85. Footing schedule shows F3 under elevator core near J -7 with only one mat of reinforcing. F6 longitudinal reinforcing ratio is less than 0.0018. Please respond to rebar development issue, in particular at edges of mat foundation and 6' -0" wide perimeter wall transverse reinforcing. ACI Ch. 15. 86. A mat footing step detail is required at Cores C & F. It appears details 2 &4/S3.0 are switched on plan at this location given slab on grade location shown in the details. Footing F7 reinforcing is not shown. IBC 1805.4. 88. If south wall underpinning and shoring is considered temporary, verify permanent surcharge loading from the existing structure plus additions will be coordinated with precaster for their design of precast retaining walls. If permanent, verify appropriate corrosion protection and materials strengths will be provided that meet code requirements. IBC 106.3.4.2. 89. W18x76 north of line 8 with transfer column above also appears to require a penetration. If pipes are centered in W 18 beams, several other beams appear to require penetrations, please verify per P2.OA. % ~4, fECYCLED PAPER • E 91. '4dfii n still does not show beam sizes or reactions on plan. 7 thick topping slab is not identified } vide reinforcing requirements for this thick topping slab. WOF - Department of�4A4}�i€}p�3Jp 65k per RAM, and 51 k per plans. Verify all beam reactions on plans match 75 South FrARRPT &d Vail, 10rado 1 A 697e A is not used for lateral tower resistance, please describe lateral load path between level 2 and 970 - 479 -213§ for north -south wind and seismic loading at the West tower. Braced frame along line A above does not FAX 97 -4 79oMRue from level 2 to 3. IBC 1604.4. www. vailgov.com 98. Clarify drawings to indicate cantilevered W21x182 end on the drawings, and show beam splice (gap) between W21x44 and W21x182. 99. Verify wind load resisted by Core A is from exterior exposed area of Core A alone, not due to exposed area from the adjacent building. New details 13 &15/S5.3 are not cut on plan, please clarify. Building separation of %" does not appear to be adequate for seismic separation for inelastic building displacements or wind drift separation, please review per IBC 1604.3 & ASCE 7, 9.5.5.7.1. Sheet S2.2, verify north south W27x102 at the west side of Core A is supported by longer east west W27, which in turn is supported by W27x102 on the east side. It appears W27x102 on west side should be continuous to the North wall, beam aligned with west W27 beam is not identified. 101. Please respond to initial comment issues such as gravity loading and wind loading. Details on S3.3 do not address these issues. Beam shear reactions on S2.1 appear too small, especially including sliding snow load from roofs above. Verify east most W16 beam is spanning through soil, provide corrosion protection per IBC 2203.2. 102. Removal of W1 2 removes support for landing and new roof structure above, provide calculations to show existing floor system is adequate for the additional stories of loading. IBC 1604.2. 105. S1.0 Wood notes C permits Hem Fir sill plates, verify bearing stresses are within code limits for Hem Fir bearing plates, where single bottom plates are used. 106. a. New roof ridge beam is Versa Lam product, not appropriate for exterior exposure. Please verify engineered ridge beam with open roof will be protected from the elements. Similar all eave details, i.e. 2,3/S3.4 etc, verify VL beams are fully protected from the elements. NDS 8.1.4. b. 18 Gauge uplift strap per calculations is not shown on the drawings. Verify net wind uplift pressure anchorage has been provided. Specify sheathing fastening to metal studs for lateral load resistance, per calculations. c. Detail 11/S3.4 cut on S2.4W does not apply to this location. 107. Details on S3.3 have not been revised to show uplift or lateral diaphragm connections. Verify 21/S3.4 is intended to be used throughout the project, please cut this detail on plan. At other details on S3.3, provide diaphragm connection and verify uplift connection load path is fully detailed. For example, detail 103/S3.3 does not provide a connection between new ledger and existing rim, required for gravity loading and wind uplift. 108. New calculations address only north south lateral loading. Please address east west lateral loading resistance. 109. Hip beams at dormer eave are still unsupported, there does not appear to be any additional note on plan. New details do not clarify the eave support. IBC 1604.2. 110. New sheet S5.4 shows several exterior wall elevations, however details are not shown on plan, and location of elevations is unclear as no gridlines are shown on the elevations. Provide elevation references on plan or otherwise clarify location. Provide girt to column connection. Provide column to structure connection top and bottom. See other comments on new details, following. IBC 1603.1. `4%,J _11ECYCLED PAPER 0 0 11 TOWN beam at south face of octagon is '12" 14 GA.' Per plan, S2.5E. Beam appears Similar at eave support beams S2.4W, please review where cold formed framing beams Deparli�&t OjAdMy !&JgOMM) & compression ring detail is mislabeled. 75 So Front�i_oon S2.3 -S2.6 still show several mislabeled details or details that do not exist in the set. Vail, o rado f& on address support of discontinuous frames, ref. comment #74f. FAX 970- 479 -2452 www.M9gov.cSeveral beams are still unsized, backspan line G is not provided, shear studs are not provided, details are incomplete per S2.5, several of the new details on Sheets S5.3, etc are not called out on plan. IBC 1603.1. 119. Address east west loading on west tower, per initial comment. Roof deck per plans S2.7 indicates 19 gauge. New calculations show 18 gauge for shear strength and diaphragm deflection calculations, please coordinate drawings with calculations requirements. 122. Deck fastening per calculations (36/4 spot welds with (4) #10 tek per sidelap) is not shown on the drawings. Details for diaphragm continuity are required on the drawings at steps and ridges and valleys. 124. Provide diaphragm and collector calculations for the new steel tower roofs, and for Level 2 where core shear is transferred to perimeter walls. Details are required at isolation joint between West tower and existing building, per the response that isolation is intended. Verify lateral and gravity support for shed roof adjacent to mechanical penthouse, at L -14 on sheet S2.5. 125. New wind design pressure calculations submitted do not add leeward pressure to windward pressure calculated. Verify designs are based on combined windward and leeward pressures. Report by Building Consultants and Engineers Inc., Figure 3 shows that existing walls have studs offset, such that sheathing is backed by studs at 32" o.c. Shear values assumed in calculations assume full blocking of existing sheathing, verify actual walls are fully blocked. 129. East -west lateral calculations have not been provided for the existing building. Address light gauge shear walls used in construction, provide criteria on the drawings (panel type, screwed fastening, hold downs, blocking required, etc). Schedule per S3.4 indicates nailing for metal stud walls, which is not permitted per IBC 2211. 131. Detail reads '505 pcf for soil pressure, please correct the typo. 134. Core forces are not shown on the drawings as indicated in the response. 139. Appears Simpson strap per 202/S3.3 should extend through the double plate, and attach to roof support wall above, please check. 140. New calculations show H3 uplift anchors required at the West tower. Details 2,3,4 do not show H3 anchors. 142. Change to the drawings has not been made. IBC 1603.1. 143. Change to the drawings has not been made. IBC 1603.1. 144. Change to the drawings has not been made. IBC 1603.1. 145. Change adding HSS to the drawings has not been made. IBC 1603.1. 147. Change to the drawings has not been made. IBC 1603.1. 150. Show details for collectors where core walls unload into first level diaphragm, provide reinforcing across pour joints for shear friction capacity. Increase shear forces at Level 1 for stiffness of core below and associated prying action, which may increas forces by a factor of 2 to 3. Provide calculations. i� RECYCLED PAPER • • bar anchor vertical reinforcing. IBC 1610. Department of Community Development Vail, m n e Ro ew details 970- 479 -�13�2 1, S2.2: Structural drawings do not show underground shaft structure or pie- shaped shaft opening FAX 970 -479 structure, per A7.4. IBC 1603.1. www.vailgov.com 2. S2.3W, etc: A steel moment frame has been added under the new west addition to the existing building. Provide frame details showing wide flange beam connection to tube steel column, note, beams are wider than the column. Verify ductile detailing per ASIC 341 -02, per IBC 2205.2.1. Provide base plate anchorage detail. Where connected to existing foundation wall verity adequate uplift resistance from existing foundation. Provide collectors and connection detail to new diaphragm structure, and connection of new diaphragm to existing diaphragm. Provide calculations. IBC 1604.4. 3. 4/S5.3: Provide top and bottom jamb stud connections. Header bracing detail is not referenced, provide a detail reference. Header size is not shown. Typical opening detail on S1.1 shall be referenced here for connections and construction requirements. IBC 1603.1, 2209.1. 4. 6,7/S5.3: Details are not plotted on the sheets, please provide as required for the project. IBC 1603.1. 5. 14/S5.3: Moment, axial, and shear reactions for beams supported by concrete cores are not provided on plan, please verify these loads will be coordinated with the precaster. IBC 106.3.4.2. 6. 1,3/S5.4: Detail references are incomplete, please provide. IBC 1603.1. 7. 7/S5.4: Provide beam bottom flange lateral bracing for resistance to components and cladding loading from wall below, and inwards loading from spandrel connection to wall above. Define slip depth required. Typical bridging detail is misreferenced. IBC 1604.2, 1603.1. 8. 1,3/S5.5: Verify coped web section "T shape is adequate for compression from eave snow loading, provide web stiffener as required to prevent eave support buckling. Similar at 14&16/S5.5. AISC Ch. F. 9._ 4/S5.5: Tube steel compression ring size is not on plan as indicated. Provide tube steel connections and dimensions. Provide roof peak structure above compression ring. IBC 1604.2, ASCE 7, 6.5.12.4. 10. 5,7,8/S5.5, etc: Provide lateral load path in both plan directions for upper roof diaphragm to lower roof diaphragm, top of concrete wall, or tube steel wall column. Detail 8/S5.5 does not appear adequate for out of plane wind loading resisted by HSS2x2 column, please provide calculations. IBC 1604.4. 11. 9/S5.5: New detail appears to be cut at a braced frame above, sheet S2.6 at line U. Verify beam stiffener requirements for brace compression, due to AgRyFy of brace above. Provide collector load path, show braced frame above. 12. 10,12/S5.5: Details are not plotted on the sheets, please provide as required for the project. IBC 1603.1. 13. 11/S5.5: Please comment on lack of web stiffener. Axial flange force transfer through welded bend creates a force component perpendicular to the flanges, which will create flange deformation and stress perhaps not accounted for in design. Provide web stiffeners as required to avoid flange bending. AISC Ch. F, K. 14. 18/S5.5: Clarify how steel studs attach to knife end of L4x4 perimeter angle. Referenced detail 15/S6.2 does not exist. ASCE 7, 6.5.12.4. 15. M1.1: Expansion tank schedule has increased operating weights from 100 pounds to a maximum of 2800 pounds. Verify structure has been increased to accommodate new expansion tanks. IBC 1604.2. %J - PAPER i TO ents • Dep Y munity Development 75 Sout rontage o: Vail, fir Ifs& W9 w- 970- 4�rp2q_Wme FAX 970- 479 -2452 www.vailgov.com 0 PCYCLED PAPER (06/26/2007) Charlie Da vis - Re: B07 -0 ionsquare Lodge North Page 1 1 From: Mike McGee To: Bill Gibson; Greg Denckla; matt.royer @coinspect.com; Tom Kassmel Date: 06/18/2007 11:28 AM Subject: Re: B07 -0066 Lionsquare Lodge North CC: Charlie Davis Fire Dept's comments stand as noted. I have seen no change to address our issues. I have been told additional changes are pending. When we get the changes, we will review them. Thanks, Mike >>> Greg Denckla 06/18/2007 10:31 AM >>> Shelly Mello project manager for J.L. Viele, has requested a meeting to go over the second round of comments. I have checked the approvals screen in permits plus to review the status. Second round comments were issued by CIA on June 14, for building, planning has a partial approval as of June 14. The last entry in approvals from fire is May 5, and from public works is April 23. At last Wednesday's DRT meeting we went over some of the comments for this permit. The purpose of this e-mail is two fold; one would fire and public works please up date permits plus as to current status, and two do you think that a meeting is necessary at this stage? Thank you Greg Denckla Town of Vail Senior Building Inspector /Plans examiner (06/266007) Charlie Davis -RE: Lions Ware Lodge North Electrical comments Page 1 From: Stan Hahn To: Duskin Lowe; Matt Royer Date: 06/21/2007 3:12 PM Subject: RE: Lions Square Lodge North Electrical comments CC: Charlie Davis; John Plano Yes, the CAD sketches are actually just a "window" taken from the revised drawings and the drawing number is referenced on the sketch as well. The date June 16, 2007 will be on the revised drawing title block. >>> "Matt Royer" <MRoyer @coinspect.com> 06/21/07 1:24 PM >>> Stan, Thanks for the update. Now that you have approved the sketches is it safe to assume that AEC will include the new sketches into the next submittal? Thanks Matthew Royer Building Official Colorado Inspection Agency 877 -428 -6412 970 - 328 -1790 970 -904 -0460 matt. royerCalcoi nspect.com www.coinsoect.com - - - -- Original Message---- - From: Stan Hahn [ mailto:SHahn @vailoov.coml Sent: Thursday, June 21, 2007 12:55 PM To: Duskin Lowe Cc: John Plano; Matt Royer Subject: Lions Square Lodge North Electrical comments Duskin, today, AEC Engineering brought in CAD sketches of the revised electrical drawings addressing the review comments and they are approved. The revised electrical drawings are dated June 19, 2007. I do not need to see them again. Thanks and please call me if you have any questions. Stan Hahn, C.E.M. Town of Vail (970)- 479 -2147 shahnCalvail oq v.com (06/26/2007) Charlie Davis -Fwd: Re: 666 Lionsquare Lodge North Page 1 From: Mike McGee To: matt.royer @coinspect.com Date: 06/18/2007 9:43 AM Subject: Fwd: Re: B07 -0066 Lionsquare Lodge North CC: Charlie Davis; Chip Melick (E- mail); Deborah Shaner; Fire_Inspectors Here is another copy of our comments. >>> Mike McGee 05/02/2007 8:28 AM >>> We found them, I think. The set we have with the permit app only contain a few sheets showing "code analysis." I have entered comments in Permits Plus under the "approvals" section as follows: "1. Location of Fire Command Center is not approved. 2. Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 3. Plans are not stamped. 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). 5. No transmital sheet was attached to indicate phased submittal or deferred submittals . 6. Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes." I left the Fire Departments status as "Denied." The set of plans as submitted under the set we reviewed is lacking sufficient information for review. >>> Greg Denckla 05/02/2007 8:15 AM >>> Joe, I didn't see any comment in Permits+ regarding routing. Who have plan sets been reouted to? MIke, Permit was applied for on March 23, 2007. Greg Denckla Town of Vail Senior Building Inspector /Plans examiner >>> Mike McGee 05/01/07 5:28 PM >>> The only came in last week. Is that correct? I do not see they were routed in Joe's notes. He's usually good about that. Did CIA get our set? >>> Greg Denckla 05/01/2007 1:05 PM >>> Thank you, I will pass that along. >>> Mike McGee 05/01/07 12:14 PM >>> I haven't even unrolled the plans yet. >>> Greg Denckla 05/01/2007 8:46 AM >>> Mike, As project coordinator for this project I am requesting an update on status from you. (06/26/2007) Charlie Davis - Fwd: Re: B 066 Lionsquare Lodge North Page 2 Thanks Greg Denckla Town of Vail Senior Building Inspector /Plans examiner i A T'nWI+IOFDAIL Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970 - 479 -2158 Fax: 970-479 -2166 www.vaUgov.com 10 1 DI 0 To: Shelly Mello, Viele Construction From: Tom Kassmel, Town Engineer Re: Lions Square Lodge North. Redevelopment Building Permit Review Date: 6/8/07 CC: Charlie Davis, Matt Royer, Bill Gibson, Mike Mcgee The Town of Vail Public Works Department has reviewed the Lions Square Lodge North Building Permit Plans dated 5/23/07. Please respond to each of the following comments in writing with the next submittal. It is understood that comments 8,9,10,12,13,14,15 will be addressed just prior to release of permit and comment 18 will be a condition if encountered. Please contact me if you have any questions. Comments to be addressed prior to BP approval 1. The warning sign proposed along the west side (Detail A) may be difficult to place in the location shown. Please provide additional detail. Please see existing conditions survey, the sign needs to j move further north and may be able to be attached to an existing light pole. 2. The sign must be placed in a location that it will not be hit by exiting truck traffic. 8' clearance and 2'+ intrusion into the drive lane will get hit by trucks that are usually 13.5' in height. 3. The sight distance plan on L2 needs to indicate the sight distance achieved (length) for each triangle. The starting point of each triangle is not easily legible due to shading, please modify. Where sight distance does not meet the standard criteria please provide note stating something similar to, "sight distance is not fully achieved see sheet XX (Traffic Sheet) for mitigation ". 4. Sign posts in the Town of Vail ROW shall match the standard wood TOV posts. (see attached detail) 5. Provide more detail of how the warning lights will be located. (Plan Blow up) The one at the west entrance conflicts with a doorway and stairway, and the one at the south entrance conflicts with a narrow walk. 6. Is the location of warning sign Detail B appropriate? It is in a location where if a car can see it, it can also see the "hidden drive ". 7. Detail C sign at west entrance does not need "no left" arrow. 8. A condition of the PEC approval was that the applicant shall provide funding for future South Frontage Rd. improvements in an amount equivalent to the cost to install an 8 foot wide heated paver walk around the West, South and East perimeter of the Lions Square Lodge property line. The costs shall include all costs associated with the construction as if the Arrabelle was not building their improvements (i.e. design, demo, prep, grading, base, pavers, heat tubing, manifolds, and mains, additional boiler capacity, construction soft costs, etc...). This amount, as approved by the Town of Vail, shall be submitted prior to the release of a Building Permit and shall be used for South' Frontage Rd. improvements by the Town. 9. The construction coordination of this project with the Arrabelle project is critical, specifically those changes to the Arrabelle streetscape improvements that are required with this project. Once they are completed the street will be under a 5 year moratorium and obviously be much more expensive to remove and replace. It is in the best interest of the Town, the developer and Vail resorts to have these improvements made in conjunction with the current streetcape construction this year. Currently the construction of these improvements are underway and are scheduled to be completed by the end of June. 10. Per the Traffic Study dated June• 15, 2006 the peak hour additional trips generated by the development is 7. The developer shall pay a traffic impact fee of $6500 per peak hour trip for a total of $45,500, prior to the issuance of a TCO for any part of the project. 11. Please add survey information on Town of Vail General Notes #31 (Civil) 12. Please add Utility Signature block and have all utilities sign acknowledging acceptance of utility design prior to release of permit. 13. All construction staging issues shall be resolved prior to construction including staging, phasing, access, schedules, traffic control, emergency access, etc... 14. A Public Way permit shall be obtained and approved by the Town of Vail prior to commencing any construction within the Public Way. 15. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways: 16. Prior to approval of a Building permit a shoring and excavation plan shall be submitted including; excavation phasing, engineered shoring plans with plan, profile and cross sections. Cross Sections and plans shall include all existing conflicts (i.e. utilities).. 17. A stormwater discharge permit will be required from the Town of Vail since the disturbance area falls within ' /z acre and 1 acre. Please contact Bill Carlson at 479 -2333. 18. If dewatering is required on this site a dewatering permit from the state and an analysis from a qualified professional engineer shall be required, addressing potential impacts to all adjacent . properties (i.e.. building settlement). 19. Sheet 5.1 was missing from my set. 1'-4' 4-� d" l-� s' i - i t 11r CUT 1 4x4 a Department of Public Works Transportation 3/13/97 ►�►z STREET SIGN POST 635 A, 0 DISTRICT COURT, EAGLE COUNTY, COLORADO Eagle County Justice Center 885 Chambers Avenue P.O. Box 597 Eagle, Colorado 81631 MONTANEROS CONDOMINIUM ASSOCIATION, INC., a Colorado nonprofit corporation Plaintiff, V. TOWN OF VAIL, a Colorado municipal corporation, TOWN OF VAIL TOWN COUNCIL, LION SQUARE NORTH CONDOMINIUM ASSOCIATION, a Colorado nonprofit corporation, and VIELE DEVELOPMENT, LLC, a Colorado limited liability company Defendants. Attorneys for Plaintiff.. Kimberly E. Lord, #18802 Sara E. Bayko, #31281 JOHNSON & REPUCCI LLP 2521 Broadway, Suite A Boulder, Colorado 80304 Phone No.: (303) 442 -1900 Facsimile No. (303) 442 -0191 40 A COURT USE ONLY A Case Number: 2006CV492 Div.. Ctrm.. WAIVER AND ACCEPTANCE OF SERVICE I, Charlie Davis, acknowled ece 907, of a TRIAL SUBPOENA, in the above - captioned matter served on me the Y , da of�n via U.S. Mail and hereby waive all further requirements for service of process. ;:� n4 Signed this y day o€ May, 2007. Town of Vail 75 S. Frontage Road Vail, Colorado 81657 100057836 / 2} STATE OF COLORADO COUNTY OF �. ) The foregoing instrument was acknowledged before me this 4 day 2007 b Charlie Davis.' y i t WITNESS my hand and official seal. k nn N,...,,. o 'O : G :o • �e : 0 k,,c,s�ssio s: " .'2 AT E 01, {00057836 / 2} 2 Charlie Davis - Fwd: Charlie Davis Page 1 From: Matt Mire To: Davis, Charlie; Nagel, Tammy Date: 06/04/2007 11:00:39 AM Subject: Fwd: Charlie Davis >>> "Kimberly Lord" < kelord(a)-i- rlaw.com 6/4/2007 10:59 AM >>> Matt- I wanted to let you know that Charlie Davis called me about the trial subpoena. He needed to block off a day in case he had to testify and so I told him the 26th. I doubt we will actually need him. Your assistant had contacted me to say that your office would arrange for the waiver of service. Please send that to our attention. Thanks. Kim Lord Johnson & Repucci LLP 2521 Broadway, Suite A Boulder, Colorado 80304 (303 )442 -1900 • 9 16 , 3o- DISTRICT COURT, EAGLE COUNTY, COLORADO Eagle County Justice Center 885 Chambers Avenue P.O. Box 597 Eagle, Colorado 81631 MONTANEROS CONDOMINIUM ASSOCIATION, INC., a Colorado nonprofit corporation A COURT USE ONLY Case Number: 2006CV492 Plaintiff, V. Div.: Ctrm.: TOWN OF VAIL, a Colorado municipal corporation, TOWN OF VAIL TOWN COUNCIL, LION SQUARk NORTH CONDOMINIUM ASSOCIATION, INC., a Colorado nonprofit corporation, and VIELE DEVELOPMENT, LLC, a Colorado limited liability _ company Defendants. �r Attorneys for Plaintiff: Kimberly E. Lord, #18802 Sara E. Bayko, #31281 JOHNSON & REPUCCI ALP 2521 Broadway, Suite A Boulder, Colorado 80304 Phone No.: (303) 442 -1900 Facsimile No.: 303 442 -0191 SUBPOENA THE PEOPLE OF THE STATE OF COLORADO TO: CHARLIE DAVIS Town of Vail 75 S. Frontage Road Vail, Colorado 81657 YOU ARE HEREBY ORDERED to appear and give testimony at the EAGLE COUNTY (000575.7011) COMBINED DISTRICT COURT, 885 Chambers Avenue, Eagle, Colorado 81631, on May 24, 2007 at 10:30 a.m. as a witness for the Plaintiff, Montaneros Condominium Association, Inc. Failure to comply with this Subpoena may result in civil contempt of court proceedings being brought against you. Dated this 16' day of May, 2007. JOHNSON & REPUCCI LLP s/ Kimberly E. Lord; Duly authorized signature on file with alto ys for Plaintiff Y berly ord, #18802 Sara E. Bayko, #31281 Attorneys for Montaneros Condominium Association, Inc. (00657570 / 11 2 Charlie Davis' Lions Square Lodge North Page 1 From: "Matt Royer" <MRoyer @coinspect.com> To: "Charlie Davis" <CDavis @vailgov.com> Date: 05/21/2007 3:31:20 PM Subject: Lions Square Lodge North Charlie, I believe this is the information you are looking for regarding the above named project. " Plans were received by Colorado Inspection Agency March 30, 2007 " Building, Plumbing, Mechanical and Electrical Review complete April 20, 2007 Structural Review Complete April 30, 2007 Comment letter sent to applicant May 1, 2007 Public Works Letter received late May 1, 2007 Fire Department comments were pulled from the PermitsPlus system May 2, 2007 and added to the letter along with Public Works letter and Electrical comments that sent to Chip on May 2, 2007 Hopefully this covers all the information that you need. I have also attached the 2 emails from John Plano that were sent to the applicant. Let me know if you need more. Matthew Royer Building Official Colorado Inspection Agency 877 -428 -6412 970 - 328 -1790 970 - 904 -0460 maft.royer@coinspect.com www.coinspect.com TO: Architect Melick Associates, Inc. 355 Teller Street Lakewood, Colorado 80226 (303) 534 1931 chiptM-melick.com Plan Review Comments Engineer Monroe & Newell 1701 Wynkoop Street Denver, CO 80202 (303) 623 4927 P&C(4 rECT vl �- � CwOFS F FCvIch - L. Contact David Viele Viele Construction (970) 476 3423 PERMIT NUMBER: INTERNAL NUMBER: JURISDICTION: NUMBER OF PAGES: FROM: DATE: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: SPRINKLERS: For processing: B07 -0066 3616 Town of Vail 13 Duskin Lowe April 16, 2007 Lion Square Lodge North 660 West Lion Head Place, Vail, CO R -2, S -2, M, B IIIB, IA, IB, VB 6 yes Please submit (5) complete sets of revised construction documents containing the requested information or plan revisions with all revisions clouded or otherwise identified. Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. CADOCUME- 1 \CDavis\LOCALS-1 \Temp \tov- B07- 0066.ddc - 1 - Architectural Comments: 1) Section 302.3.1, Non - separated uses, and Table 503, Allowable Height and Building Areas, IBC. Plan sheet A1.1, under "Mixed Use Requirements ", states that all occupancies with type IB construction are allowed unlimited floor area and 11 stories in height. The S -2 occupancy group is limited to 79,000 square feet of floor area. Provide total allowed floor areas for the building showing compliance for non - separated uses. 2) Section 508.2, #3, IBC. Group S -2 enclosed parking garage with Group A, B, M, or R above, IBC. Plan sheet A1.1 indicates an S -2 open parking garage above the S -2 enclosed parking garage. Section 508.2 does not allow an S -2 occupancy group above the S -2 occupancy group below. 3) Section 705, Fire Walls, IBC. Plan Sheet A1.2 does not show a complying fire wall separating the building of Type IB construction type, with the S -2 open parking garage, from the building of Type III B construction type, with the R -2 occupancy group. To be considered separate buildings with different construction types, a fire wall would be required. 4) Section 705.2, Structural stability, IBC. Provide documentation showing the structural independence of the fire walls used. It is unclear how fire wall structural independence is provided when walls for the stairwell enclosures and walls for an elevator shaft are used as part of the fire wall. 5) Section 705.6.1, Stepped buildings, IBC. Required 3 / hour fire -rated opening protection for a height of 15 feet above the lower roof is not shown for the fire walls separating stepped roofs at the East tower. See plan sheets A5.5, A4.2, and A2.4. Provide a schedule for fire -rated glazing and doors. 6) Section 705.6.1, Stepped buildings, IBC. It is not clear that the required fire wall termination (30 inches above the lower roof, and 1 -hour fire- resistive construction with 3 / hour fire protected openings) has been provided for the fire wall separating stepped roofs at the West tower. See plan sheets A2.4, and A5.1. Provide a schedule for fire -rated glazing and doors. 7) Section 705.5 Horizontal continuity, IBC. The fire wall termination at the exterior wall at grid point Y.2, 5.5 does not appear to meet horizontal continuity requirements for termination at an exterior wall. Plan sheets A2.2 and A2.1 show a continuation of the fire wall for 4 feet on one side of that grid point but the other side shows an unidentified door leading to the balcony on plan sheet A2.2, and glazed openings at door D121 on plan sheet A2.1. Please clarify. 8) Plan sheet 2/A1.2a and 2 /A1.2b show a 3 -hour fire -rated firewall at the vertical exit enclosure that is not drawn correctly. The wall is shown crossing an opening without a door on the North side of the stairway enclosure. Please clarify. 9) Provide details of the prescriptive easement shown on plan sheet A2.1. 10) Detail 1/A1.2 shows a 2 -hour, fire -rated wall at the mechanical room which does not follow wall construction shown on the plans. Please clarify. 11) Section 3006.4 Machine rooms and machinery spaces, IBC. Plan sheet A1.2 does not show the elevator machine rooms having the same required fire - rating as the hoistway enclosure. 12) Section 3006.4 Machine rooms and machinery spaces, IBC. Plan sheets A2.0 and A10.1 indicate doors D003 and D007 and their frames do not have the required fire - resistance rating. C:\DOCUME-1 \CDavis\LOCALS-1 \Temp \tov- B07- 0066.ddt -2- 13) Section 3004.1 Vents required. Provide documentation showing the elevator hoistway vents are located below the floor at the top of the hoistway for each of the two elevators. 14) Section 3304.3 Area of vents. Provide documentation of hoistway venting showing required open vent area or smoke detector activation. 15) Section 704. Exterior walls, IBC. As decks are considered to be part of the building, indicate on the plans required fire- resistive construction for decks shown on plan sheets A2.2 and A2.3 that have a fire separation distance requiring fire- resistive construction. 16) Section 707.4 Fire resistance rating, IBC. Plan sheet A5.5 shows wall type W10 used to construct a 1 -hour fire -rated shaft. As the shaft penetrates 4 stories a 2 -hour fire -rated shaft is required. 17) Section 707.4 Fire resistance rating, IBC Plan sheet A5.5 show a fire -rated shaft extending through the attic area. How is that shaft to be supported in the attic area? 18) Plan sheets A6.4 and A6.5 show wall sections with wall type W10, a 1 -hour fire -rated shaft wall, being used at exterior walls. Plan sheets A1.2a and A1.3a show a 2 -hour fire - rating is required. Shaft wall of 1 -hour fire -rated construction would not be applicable to these areas. 19) Plan sheet 1/A5.5 and A5.3 shows wall type W1 used for 1 -hour fire -rated exterior walls while plan sheet A1.1 show the wall type being used for interior walls. Please clarify. 20) Plan sheets A/2.3 and A5.6 do not show the wall type used for the 1 -hour fire -rated demising wall separating the units. 21) Plan sheet A5.3 show stairway enclosure with W7 wall types. Those wall types are non - fire -rated while plan sheet A1.2 indicates 3 -hour fire -rated walls. 22) Wall, floor, ceiling and roof tags are missing from floor plans and section views. 23) Plan sheet A2.2. Walls and door openings are not shown correctly near the exit doors in Unit 280 and Unit 296. 24) Plan sheet A2.3. Unit #396 does not show an exit door. 25) Provide all construction details for listed fire -rated assemblies on the plans. 26) Section 1704.2, Inspection of fabricators, and 1704.2.2, Fabricator approval. For the fabricator of the pre -cast concrete walls, provide documentation of fabricator approval ( an approved fabricator's number) or documentation that special inspections will be performed on the premises of the fabricator's shop. Plan sheet A1.1 shows wall types W2, W5, and W6 being pre -cast concrete walls. 27) Section 1013 Exit access, IBC. Plan sheet A2.1 would indicate two exits are required from the open parking garage due to common path of egress travel. It appears that occupants would need to enter the adjacent building, traveling from Type IB construction to Type IIIB construction and back to Type IB construction, in order to use the East stairwell as an exit. Once a given level of exit protection is achieved, such level of protection shall not be reduced. Provide occupant loads for the open garage and detail complying exits. 28) Section 1013.5 Egress Balconies, IBC. Corridor #113 on the 1S level, on plan sheet A2.1, has a non - complying dead end, as it would be necessary to re -enter a building and travel through a fire wall to an adjacent building, to access the vertical exit enclosure #115 at the East tower. CA\DOCUME— BCDavis\LOCALS-1 \Temp \tov- B07- 0066.d(3c -3 29) Section 1013 Exit access, IBC. Plan sheets A1.2a and A1.3a show common path of egress travel being measured incorrectly. That measurement is made in a rectilinear manner with travel perpendicular or parallel to walls. 30) Section 1013 Exit access, IBC. Plan sheets A1.2a and A1.3a indicate the common path of egress travel is exceeded in the exercise room #103 and pool area, and in the existing R -2 units: 280, 282, 284, 286, 288, 290, 292, 294, 296, 380, 382, 384, 386, 388, 390, 396, and 301. Two exits would be required from these spaces. 31) Section 1017.1 General, and Section 1020 Exit Passageways, and Section 1023 Exit discharge, IBC. Plan sheet 2/A2.1 shows the 3 -hour fire -rated vertical exit enclosure exiting into room #122, which is shown on plans sheet A1.2a as a 2 -hour fire -rated fire command center. Once a given level of exit protection is achieved, such level of protection shall not be reduced until arrival at the exit discharge. Room #122 would require a 3 -hour fire rating. In addition Room #122 would be required to comply with requirements for an exit passageway or Section 1023 for exit discharge. Provide details showing compliance with the above stated exiting requirements. 32) Section 403.8 Fire Command, and Section 911.1 Fire Command Center, IBC. Plan sheet 2/A1.2a shows that the fire command center shown in room 122 receives 117 occupants exiting from the stairway enclosure and from adjacent rooms. The accessibility of the fire command center is to be separated from the remainder of the building. Provide a fire command center with separated accessibility. 33) Section 302. 1.1 Incidental use areas, IBC. Identify laundry room # 117 on the plans as being an incidental use area requiring wall construction capable of resisting the passage of smoke with a code compliant door. 34) Section 302.1.1 Incidental use areas, or Section 302.3.2 Separated uses, IBC. Is storage room #005 classified as an incidental use area? If so, identify the room on the plans as an incidental use area requiring wall construction capable of resisting the passage of smoke with a code compliant door. If the storage room is to be considered a separate use, provide the occupancy group classification and specify a code compliant separation. 35) Section 302.1.1 Incidental use areas, IBC. What is the use of room #107, Dumpster Room, shown on plan sheet A2.1? If the room qualifies as an incidental use area by being a waste collection room, provide details showing wall construction capable of resisting the passage of smoke and a code compliant door. 36) Section 406.2.8 Special hazards, IBC. Mechanical room #010, shown on plan sheet A2.0 and located adjacent to the enclosed parking garage contains fuel -fired appliances. As such it is required to be connected to the parking garage by a vestibule providing a two -door separation or a single door is allowed if all sources of ignition are at least 18 inches above the floor. Please clarify. 37) Section 1019.1.7 Stairway floor number signs, IBC. Provide details of signage complying with the referenced section of the IBC. 38) Section 1019.1.4 Vertical enclosure exterior walls. The Northwest stairwell enclosure shown on plan sheets A2.2, A2.3, A2.4, and 2/A5.7 is required to have % hour fire - protected openings in the rated stairwell enclosure walls or in adjacent walls of the building that are at an angle of less than 180 degrees. Please clarify. 39) Section 1009.9 Spiral Stairways. Provide details of spiral stairway construction shown on plans sheets A2.3 and A2.4. CA\DOCUME— BCDavis\LOCALS—I \Temp \tov- B07- 0066.d0L -4- 40) Plan sheets A2.3 and A2.4 show spiral stairways on the 3 rd level of units #380, #384, #386, and #388 along with and additional stairway. None of the spiral stairways are shown on the 4 th levels. Please clarify. 41) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Plan sheets A1.2a and A1.3a show an elevator in the Northeast tower with 3 -hour fire -rated construction as part of the 3 -hour fire -rated fire wall from the basement level through level 6. As such the doors to the elevator shaft would be required to have a 3 -hour fire- rating. Provide doors complying with Section 715. 42) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. The vertical exit enclosures are shown as being part of fire walls and being of 3 -hour fire -rated construction from the basement level through level 6. Doors and frames for D001, D002, D006, D111 B, D403A, D403C, D404, D503, and D504 are required to have a 3 -hour fire- rating. 43) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Doors and frames D003 and D007 shown on plan sheet A2.0 and leading to the elevator machine rooms are required to be fire -rated according to the fire- rating of the hoistway. 44) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Door and frame for D1 18C, shown on plan sheet A2.1, and D211 shown on plan sheet A2.2, are required to have a 3 -hour fire - rating as it is shown as part of the 3 -hour fire -rated fire wall. 45) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Plan sheet A2.1 and 2/A1.2a show a fire command center with 2 -hour fire -rated walls. Doors and frames for D1 18A and D117 are not shown as having a fire- rating. A 1 %2 hour fire- rating is required. 46) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Door and frame D206, shown on plan sheet A2.2 is required to have a fire- rating of 1 'h hours. 47) Provide ICC evaluation reports for the stucco and stone veneer. Accessibility Comments: 48) Section 1107.6.2.1.2 Type B units, IBC, All new residential units are to be B Type units. 49) Section 1109.2 Toilet and bathing facilities, and Chapter 6. Plumbing elements and facilities ANSI A117.1 -1998. Bathrooms #101 and #102 do not meet accessibility requirements. 50) Section 1106.5 Van spaces, Section 502, IBC, and Section 502, Parking Spaces ANSI A117.1- 1998. Provide an accessible van parking space with required signage. 51) Section 1003.12.1 ANSI A117.1 -1998. Unit #302, plan sheet A2.3; Unit 401, plan sheet A2.4; and Unit 602, plan sheet A2.6. Do not have sufficient clearances, 60 inches minimum for "U" shaped kitchens, and 40 inches minimum for galleries. Provide dishwasher locations to verify clear floor space requirements are met. 52) Section 1003.11.2 ANSI A117.1 -1998. Provide grab bar backing details on plans for the new dwelling units. C:\DOCUME-1 \CDavis\LOCALS -1 \Temp \tov- B07- 0066.ddc -5- 53) Chapter 10 ANSI A117.1 -1998. Provide clear floor spaces on the plans for the new dwelling units. 54) Section 1007.2.1 Buildings with four or more stories, Section 1007.4 Elevators, Section 2702.2.5 Accessible means of egress elevators, and Section 3003 Emergency Operations, IBC. The elevators in the new towers are required to serve as accessible means of egress. As such, standby power is required for those elevators and the machine room ventilation or air conditioning. Please clarify. International Energy Conservation Code Comments: 1) Provide documentation showing compliance with the International Energy Conservation Code. Mechanical Comments: 56) Section 504.6.1 Maximum length, IMC. It appears that dryer duct lengths in many R -2 units could exceed allowed lengths (ex: 15 feet maximum with two 90 degree elbows). Provide details showing dryer duct lengths. 57) Section 503.6.6.1 Decorative Shrouds, IMC. Plan sheet detail 4/A8.3 referenced on plan sheet A5.5 shows construction of a decorative shroud at the vent terminations. Decorative shrouds shall not be installed at the terminations of gas vents except where such shrouds are listed for use with the specific gas venting system and are installed in accordance with manufacturer's installation instructions. 58) Section 503.6.6 Gas vent terminations. IMC, and Section 707 Shaft enclosures, IBC. Plan sheets M2.3 room #306 note, M2.4 room #407, A2.4 room #407, and A6.1 appear to show a gas vent termination inside room #407. The gas vent is required to terminate above the roof and the fire - rated shaft is required to extend to that roof deck. 59) Section 504 Sizing of Category I Appliance Venting Systems. International Fuel Gas Code. Provide vent sizing calculations for Category I appliances per the vent tables in Section 504 of the IFGC. 60) Section 403, Mechanical Ventilation, IMC. Provide mechanical exhaust capacity for all bathrooms in the new units in the East and West towers. 61) Section 404.2 Minimum ventilation, IMC. The enclosed parking garage is required to be capable of producing a ventilation rate of 1.5 cfm per square foot of floor area. With 11,786 square feet of floor area, a ventilation rate of 17,680 cfm would be required. Plan sheet M1.1 shows a capacity of 15,400cfm. 62) Section 404.2 Minimum ventilation, IMC. Provide documentation that automatic operation of the ventilation system for the parking garage will not reduce the ventilation rate below .05 CFM per square foot of the floor area. 63) Section 304 Combustion, Ventilation, and Dilution Air, International Fuel Gas Code. Detail the method used for supplying combustion air to Mechanical room #011 and provide calculations for sizing the combustion air duct(s). 64) Plan sheet M2.0 Note #24 indicates a 1 -hour fire -rated shaft for the combustion air duct. A 2 -hour fire -rated shaft is required. C:\DOCUME-1 \CDavis\LOCALS -1 \Temp \tov- B07- 0066.ddc -6- Plumbing Comments: 65) Section 1104.3 Floor drains, IPC. The floor drains shown on plan sheet P2.OA are not allowed to be connected to the storm drain as shown on the plans. Town Engineer's letter to Viele Construction dated 3/15/07 also states the garage and elevator drains are to be connected to the sanitary sewer system. 66) Section 1113.1.4 Piping, IPC. Plan sheet P1.0 sump pump detail does not show the required gate valve. 67) Section 715 Backwater Valves. Provide adequate information to verify if a backwater valve is required. 68) Section 905.3 Vent connection to drainage system, and Section 905.4. Will the under -slab vents shown on plan sheet P2.OA connect above the horizontal center line of the drain pipe and rise vertically? Structural Comments: 69) Plan sheets S2.6 and S2.4 reference details 20/S5.1,18S5.1, and 17 S5.1. Those details are missing from the plan sheet. 70) Plan sheet S2.7 references details on plan sheet S5.4. That plan sheet is missing 71) S1.0, General Notes 1.C: Verify exterior balconies have been designed for 100 psf snow load where smaller than 100 square feet, not only 60 psf live load as indicated on the drawings. ASCE 7, Ch. 2. 72) S1.0, General Notes 1.E: First floor Fitness Center loading shall be 100 psf, per IBC Table 1607.1, item 27 "Public rooms and corridors." Also, Item 18 "Gymnasiums" also would apply which also requires 100 psf. IBC 1607.3. 73) S1.0, General Notes 11: Seismic Response Modification Factor, R shall be equal to 4.0, per ASCE 7 Table 9.5.2.2. IBC Table 1617.6.2 is not appropriate for use with the Equivalent Lateral Force Procedure; as noted at the beginning of section 1617.2, the IBC Table is for use with the Simplified analysis procedure which has 20% higher forces and slightly different R factors. R=4.0 is required, please review all designs of shear walls, diaphragms, and collector elements using R=4. 74) S1.0, General Notes 11: Seismic Response Modification Factor, R: Note that steel braced frames at the roof appear to control the R factor if not detailed for ductility per AISC 341 Seismic provisions requirements. Provide ductile detailing per AISC 341 for use of R =4, or use R =3 for "steel systems not detailed for seismic." IBC 2205.2.1, ASCE 7, 9.5.2.2.2.1. 75) S1.0, General Notes 3.6: Other general notes sections indicate that precast concrete members, structural steel shear connections, and steel handrails and guardrails should be included in the deferred submittal list, please revise. Item 4, "exterior wall steel girt systems" does not appear appropriate for design by others unless these structural elements are part of a prefabricated metal building, or part of the exterior cold formed steel exterior wall system. If girts are not integrally part of a prefabricated element they should be provided on the drawings. IBC 106.3.4.2. 76) S1.0, General Notes 4: Add reinforced masonry special inspection notes, coordinate with notes section 10.A. Indicate Level 1 or 2 masonry special inspection. IBC 1704.5. 77) S1.0, General Notes 11.B: Headed anchor studs should be 60ksi, per ASTM A108, please review. IBC 2205.1. C:\DOCUME—I \CDavis\LOCALS—I \Temp \tov- B07- 0066.dc7c -7- 78) S1.0, General Notes: Provide wood construction general notes, materials specifications, engineered lumber information (width of VL beams, etc), plywood nailing with diaphragm and shear wall information, and inspection requirements. IBC Ch. 23, 1704. 79) S1.1: Concrete reinforcing lap splice schedule for 3000 psi concrete shows "L" replacing the number 1, please correct lengths. Provide splice lengths for reinforced masonry, ACI 530, 2.1.10. 80) S1.1: Loose lintel for stone veneer schedule: There are two schedules on the sheet for stone veneer support, coordination is required. Note 1 is unclear, we feel the table may be open to misinterpretation. For example, it is unclear if the intended clear span for the first row 6-6 ", or 6' -6" minus 1'-4" for 5' -2" max. Please clarify. ACI 530, Ch. 6. 81) S1.1: Header schedule: Provide header to jamb attachment requirements, provide sill requirements. Provide jamb top and bottom requirements for wind load accommodating slip connections for structure movement above. Alternatively reference these requirements as deferred submittals in the schedules. Referenced detail 1/S6.1 does not exist, please coordinate reference. Plans and details show many bearing walls, stud schedule does not appear adequate for combined wind loading plus axial loads, please verify. IBC 2209.1. 82) S1.1: Typical slab / wall piping penetrations do not show additional reinforcing around openings, please verify. Consider grouping of pipe penetrations that effectively form a single larger opening. ACI 318, 1604.4. 83) S1.1: Typical Embeds: Plate thickness and dimensions is not shown, rebar length and bend angle is not shown. Embeds are not shown on plans or details, more information is required for construction. IBC 1603.1 84) S2.0, Footings F2, F5: Large reinforcing bars in relatively small footings are not developed for tension capacity. Please verify adequate development for calculated tension stress. ACI 318, 15.6. 85) S2.0: Reinforcing for footings F3, F4 does not appear correct. Details 1- 4/S3.0 indicate reinforcing top and bottom. Footing schedule shows (9) #9 each way, but does not specify top and bottom. (9) #9 for transverse direction core footing reinforcing would result in 3 ft spacing; this appears too far apart, please check. Verify hooked bar ends are not required for development beyond face of wall above. Similar at footing F5, F6: Footing reinforcing noted as "each way' for longitudinal footings does not appear correct. ACI Ch. 15. 86) S2.0: Core C footing elevation shown is not coordinated with integral elevator pit, coordination is required. Similarly, elevator core at line 9 indicates F3 footing, however column footing at 8 -J is not identified. IBC 1805.4. 87) S2.0: Details are required at ramp retaining walls at east and west sides, provide calculations. Verify wall design includes large surcharge loading from building to the east. IBC 1806. 88) S2.0: Details are required at south wall adjacent to the existing structure. Verify shoring and underpinning is required, as new building is directly adjacent to existing structure, and will undermine the existing building by 14 feet during construction. Reference soils report requirements for excavation at 1:1 slopes and shoring / underpinning recommendations, p. 13. IBC 1802, 3403.2, 3304. 89) S2.1: Verify framing is coordinated with plumbing drain pipes, in particular consider P2.1 near line K.5 where structural plan shows beams supporting a transfer column situation, verify moment and shear capacity of beams where penetrations are required. IBC 2205.1. 90) S2.1: Addition north of line 2 between U & Z: provide details to show how new foundations are structurally connected to existing foundations and walls. Where new footings and walls are connected to existing such that final loading is shared between the two, verify soil stresses have accounted for existing pressure on existing foundations. ACI 318, 1.2.1, IBC 1805.4. 91) S2.1: Ramp Framing Plan is incomplete. Provide beam sizes and reactions on plan. Provide ramp slope transition detail at line A.5 if occurs, coordinate with C1.0 which does not show a transition at top of ramp. Coordinate with sloping ramp sides, per C1.0. C:\DOCUME- 1 \CDavis\LOCALS-1 \Temp \tov- B07- 0066.d& -8- 92) S2.1: Core D does not have a foundation specified; provide thickness, reinforcing, plan dimensions, and typical wall to foundation connection. Verify overturning resistance for lateral loading. IBC 1604.4, 1805.4. 93) S2.1: Reaction for beam on line H does not appear large enough for live load to include roof snow load, from transfer columns above. Verify live load is actually L +S, and does not include live load reduction for roof snow loads. Please check this and other transfer loads shown. IBC 1604.2. 94) S2.1: W14 & W18 beams overtop driveway ramp at line 10: Verify designs include weight of exterior CMU per 1/A4.1, provide lintel detailing. Provide beams for metal deck support between W14 & W18. IBC 1604.2, 2209.2. 95) S2.1 E: Pilaster ties specified on plan do not meet spacing requirements of ACI 318, 7.10.5. Detail 13/S3.0 conflicts with information shown on plan, provide pilaster dimensions for detail 10/S3.0. Verify column maximum reinforcing ratio is not exceeded for detail 13/S3.0, ACI 318, Ch. 10. 96) S2.2: Floor deck within Core A appears overstressed in bending (17 ft span) unless the deck is rotated in this area. It also appears that the diaphragm shear stresses are exceeded due to transfer of lateral core forces from above to perimeter shear walls below. Shear loads must be amplified by d2o, provide collector connections as required. IBC 2209.1, ASCE 7, 9.5.2.6.2.11. 97) S2.2: Edge girders show concrete encasement detail 1/S5.2, which does not specify a beam width. Detail 3/A8.6 shows 8" wide. Steel beams range in flange width from 6" to 12 %Z ", provide steel protection from weather at flanges larger than 8 ". Verify adequate dead load for girder design if additional concrete is required for encasement. IBC 2205.1, 2203.2. 98) S2.2: Provide beam splice detail at girder bend, lines M -8. Verify torsion has been considered if a fixed moment connection is required between the two skewed beams. IBC 2205.1. 99) S2.2, S3.1: Core A is supported by Level 2 W27 framing, gravity and lateral loads including overturning must be transferred out at Level 2 through steel beam framing into concrete walls below. Show wind and seismic beam shear reactions including maximum uplift and compression at all W27 connections at level 2. Note, seismic loads shall be amplified by Do factor for special seismic load combinations, per ASCE 7, 9.5.2.6.2.11. Verify design of W27 framing and connections are designed for special seismic load combinations of ASCE 7, 9.5.2.7.1. 100) S2.2: W14x22 beams on girder lines L and N appear in error, W21 girders must cantilever overtop columns for a complete load path. IBC 1604.4. 101) S2.2W -E, S2.3W -E: North edge of new exterior corridor shows support of beams in both directions onto columns on a diagonal gridline that is not identified. Column reaction at each level is approximately 15k; note loads are 100 psf snow loads and shall not be reduced. Column bending must be considered from eccentricity in at least one direction, structural details are required for beam to column connection. Also for column moments consider guardrail lateral loading onto column, tributary wind load due to exposed face of column wrap / finish, and wind uplift loading. These columns on the diagonal gridline are not identified on S2.1, supporting beam designs and reactions do not appear to include the column transfer loads; for example bean on line N is shown to have reaction of 18k D +L, only slightly more than one level of column loads from above. Please review gravity load path for this area to the foundation. Note also, column layout does not match architectural plans, A2.3. IBC 1604.2, 1604.4. 102) S2.2W -E: W12x26 beams and wood columns above are not detailed to show lateral compression flange bracing or end connections, verify adequate support and stability bracing for steel framing. IBC 2205.1. 103) S2.2E: Metal framing notes: Note 1 conflicts with schedule information on S1.1, Note 2, verify that bearing stresses for steel studs onto existing wood sill plates or plywood has been considered. Provide bearing plates to minimize stresses to within NDS limits, NDS 3.10, AISI E6.1. Note 3, this information is required to be shown on the structural drawings, please provide structural headers and jamb details for all bearing walls. IBC 1603.1. C:\DOCUME-1 \CDavis\LOCALS ---1 \Temp \tov- B07- 0066.d& -9- 104) S2.2E: Coordinate wood framing note 7 with light gauge header information on S1.1, it is unclear where steel headers vs. wood headers are required. IBC 1603.1. 105) S2.3W -E, etc: Calculations for existing stud walls assume Douglas Fir -Larch for existing wood grade. Add notes on the drawings for the contractor to verify existing wood is Douglas Fir, may be Hem Fir in which case perpendicular to grain bearing is overstressed. NDS 3.10, 3403.2. 106) S2.4W: Provide roof structure and exterior walls for new mechanical room on existing roof. Verify existing walls and footing capacity for new substantial dead and live load at the roof, provide calculations. Provide lateral load path for rooftop structure. Verify designs for concrete roof topping, mechanical pads, and chillers per M2.4, reference 03300 3.10.0 requirement for mechanical pads at all equipment. Provide calculations. IBC 1604.4, 3403.2. 107) S2.4W -E: Show lateral connection from new roof addition to existing roof structure. Verify lateral load path is complete for in plane, out of plane, and roof uplift wind and seismic loading, typical at additions to existing structure. Reference details1, 3, 102, 103, 108/S3.3, define joist hanger connections and diaphragm connection. IBC 2305.2.1, ASCE 7, 6.5.12.4. 108) S2.4W -E: Demolition of existing north and south walls appears to remove much of the lateral load resisting shear walls of the existing structure. a) Analyze the existing structure for lateral loads in the completed condition, in conformance with current code requirements. b) Provide diaphragm chord detailing where existing.chords are removed. C) As the existing structure is structurally connected to the new additions, the lateral analysis must include the completed existing structure plus the new structure. Verify load sharing and collectors are designed based on stiffness compatibility of the existing vs. the new combined structure. IBC 3403.2. 109) S2.4E: Two 2x8 hip beams at east dormer are unsupported. IBC 1604.2. 110) S2.4E: Verify exterior wall girls and columns are designed for components and cladding wind loading, provide connections of headers to jambs, and jamb columns to structure top and bottom. Consider especially two story open area at the south east corner. ASCE 7, 6.5.12.4. 111) S2.5E: Roof framing at new rotunda contains light gauge steel beams that appear inadequate for structural loads. Quick calculations indicate that assuming tributary area of eave only, four 120OS162 -68 joists are required for bending strength, and six joists are required for web crippling strength. Calculations for light gauge beams do not consider web crippling failure mode for this project. Provide details for web stiffeners where required for slender web sections. IBC 2209.1, AISI C.3, C.3.4. 112) S2.5E: Roof framing at new rotunda is incomplete. W10 low framing details are not shown and lateral buckling bracing is not provided. Columns are not all identified. Compression ring detail referenced on plan 7/S3.4 does not match the plan conditions, further details are required. Verify designs for 80 psf snow load. Lateral system is unclear. IBC 1604.2, 1604.4, 2205.1. 113) S2.5E: Verify 2x12 roof framing can accommodate significant notch in top of member for gutters, per 1/A8.4. Verify diaphragm continuity due to plywood sheathing separation at gutters. IBC Ch. 23. 114) S2.5E: Chimney framing information shown near the middle of the page is unclear; details including wind anchorage are required on the drawings for construction. IBC 1603.1. 115) S2.5E, S2.6, S2.7, etc: All details referenced on all of the roof plan sheets either do not match the details provided or do not exist in the set submitted. Most roof details reference sheet S5.4, which is not in the set or the drawing list on A1.0. Roof beam elevations have not been provided. Upper roof drawings are incomplete and can not be reviewed. Resubmit a complete and coordinated set of drawings. IBC 1603.1. 116) S2.6: Beams on line G.8 support transfer columns from above, as well as girder lines from level 5 framing. Verify typical loading criteria on S1.0 is adequate for W16 girders, typical shear tab capacity per 1/S5.0 for connection to HSS column is exceeded, per AISC 13th edition, 10 -109. Similar at S2.4 level 4 framing and other transfer conditions. IBC 2205.1. C:\DOCUME-1 \CDavis\LOCALS -1 \Temp \tov- B07- 0066.db6 - 10- 117) S2.6: Beams and columns supporting steel braced frames must be designed for special seismic load combinations. Reference previous comment regarding R factor: verify seismic loads used for design are large enough. Define "drag strut' collector line J, show braced frame above and connection from frame to drag strut and from drag strut into slab. IBC 1604.4; ASCE 7, 9.5.2.6.2.11. 118) S2.6: Complete structural framing details: Show composite shear studs on beams. Show steel beam to beam and beam to column moment connection details. Provide cantilever backspan support along lien G. Several beams are unsized. Verify lateral roof deck to slab connection for diaphragm continuity, typical at interior to exterior transitions. Provide moment connection to concrete core wall detail and moment for precaster's design of embeds plate. Provide detail at compression ring near A.5 -14. Provide elevator machine beams & hoist beams. Similar other framing levels, details are incomplete or missing. IBC 1604.2, 1603.1. 119) S2.7: Braced frames Al -D3 shown on plan are not detailed in the drawings. Provide structural member sizes and connection details. Braced frames are typically verify short slender frames, verify adequate deck shear strength or provide collectors and connections to frames as required. East structure does not have lateral support for east -west motion at the south side of the building, provide braced frame above concrete core. IBC 1604.2, 1604.4. 120) S2.7: West building main girder supports, W21x57: Provide beam bend detail at roof slope transitions. Verify support at line G.8, it is unclear what elevation supporting W16 framing is located. Provide flat roof beam sizes. Verify if braced frame columns line E support W21 girders, otherwise W21 girders appear overstressed. Similar issues appear present at other roof levels, please verify sloped geometry has been considered and all beams are supported. IBC 1604.2, 2205.1. 121) S2.7,etc: Provide / verify lateral force resistance at rooftop chimney structures, verify adequate lateral bracing for wide flange beams, consider negative bending due to uplift. Provide details. IBC 1604.4. 122) S2.7, etc: Provide metal deck fastening requirements for lateral load transfer and wind uplift resistance. Provide transition details at ridges and valleys for diaphragm continuity. Coordinate with specifications requirements, 05310 3.3. Typical all roof levels. IBC 2204.4. 123) Lateral calculations: Seismic mass is shown not to include tributary weight of walls in first page of RAM output. Exterior walls including veneer and weight of core walls shall be included in seismic mass. In addition, RAM output shows that 10psf partition load, 20% flat roof snow load, and 25% live loads over 100 psf also have not been included. Increase seismic mass to meet code requirements. Verify lateral designs. ASCE 7, 9.5.3. 124) Lateral calculations: Provide calculations for designs of diaphragm shear and chords, collectors into and out of shear walls, overturning onto foundations and associated soil pressure, friction and passive pressure for lateral load resistance, foundation design, and story drift. It appears that Levels 1 and 2 will have large collector forces due to restraint of cores at these stiffer connected levels, please check. Consider the effects of structurally connected existing building, RAM analysis includes only the addition structure for lateral analysis. IBC 1604.4, 3403.2, ASCE 7, 9.5.2.6.2.6, 9.5.2.6.2.11. 125) Lateral calculations for existing building use the wrong wind speed, 80 mph vs. 90 mpg required per Town of Vail. Also, the Simplified wind design procedure has been used to evaluate the existing structure only, where the existing structure fails criteria # 4, 6, and 9 due to presence of structurally connected existing building. Review lateral designs of the combined completed structure as a whole, the Analytical wind design procedure is required for wind pressures. ASCE 7, 6.4.1.1. 126) Lateral calculations for existing building use R =7 for wood shear walls. R =6 is required for "bearing wall systems," per ASCE 7, Table 9.5.2.2. New concrete bearing walls also are structurally connected to the existing building, which requires R=4 for the existing building, controlling the design forces. ASCE 7, 9.5.2.2.2.1. 127) Lateral calculations for existing building: Seismic mass used does not include 20% flat roof snow, weight of mechanical equipment and new concrete floors, weight of exterior walls, or 25% storage loading. ASCE 7, 9.5.3. C:\DOCUME-1 \CDavis\LOCALS-1 \Temp \tov- B07- 0066.dbt - 11 - 128) Lateral analysis for existing building: Lateral system in north south direction appears to rely on existing wood bearing walls for shear resistance. Specify assumptions on the drawings for existing nailing and blocking, hold downs, and similar requirements for field inspection of existing shear walls if only existing shear walls are used for lateral resistance. IBC 2305.3, 1604.4. 129) Lateral calculations for existing building: There appears to be no lateral system in the east west direction, verify adequate shear load path for lateral loads. Calculations show that light gauge steel shear walls are used for shear resistance, however not shown on the drawings. Capacities for light gauge shear walls in the calculations are ultimate shear strengths of wall panels as listed in IBC Tables 2211.2(1) & 2211.2(2), and must be divided by a 2.5 factor of safety per IBC 2211.2.1. Verify lateral designs are adequate using the appropriate factor of safety. 130) 7/LG3.0: Two inch wide separation gap can not be maintained by gravel as shown. Verify exterior walls and supporting floors are designed for lateral soil pressures of 50H where gravel backfill is located. IBC 1610. 131) 9/S3.0: Soil pressure for "at- rest" condition shall be 50 pcf per soils report, p. 36. Seismic load criteria does not seem required for this project, please verify. IBC 1610 ,1802. 132) S3.0, etc; Verify basement walls and footings designed to span for 10 ft, per soils report. P. 25 & 27. IBC 1802. 133) 10/S3.0: Detail is incomplete, provide reinforcing information. ACI 318, 14.3. 134) S3.1, S3.2: Provide lateral and gravity loading for all precast concrete cores including the worst case wind or seismic load, lateral soil loading (in plane and out of plane), dead, live, and snow loading. Note that plans do not show beam reactions or collector point load requirements. Drawings are incomplete and unable to be used for precast concrete detailing. IBC 106.3.4.2. 135) S3.1, S3.2: Provide core plan dimensions. Provide doorway dimensions. Provide wall thickness. IBC 1603.1 136) 1/S3.3, etc: Provide pressure treated lumber or moisture barrier for wood against concrete. IBC 2304.11.2.1,3. 137) 2/S3.3, etc: Concrete wall horizontal and vertical reinforcing does not meet spacing limit of 18" maximum. Typical all foundation wall details as occurs. ACI 318, 14.3. 138) 2/S3.3, etc: Where steel fasteners are in contact with pressure treated lumber, specify hot dip galvanizing or other corrosion protection for metal hardware, bolts and fasteners. Typical all details as occurs. IBC 2304.9.5. 139) 201/S3.3: Verify eave support for components and cladding Zone 3 wind uplift. Verify adequate design for moment due to snow loading from snow guard attachment, per 4/A8.4. IBC 1609.1.3, 1604.4. 140) 2- 6/S3.4: Metal stud top plates are inadequate to span between studs for support of roof beams or joist framing. L90 connectors at top of wall appear inadequate for wind uplift resistance as nails in withdrawal will control the capacity, please check. VL rim is a structural element in many roof framing conditions, define structural connection for roof joists into rim and for rim to beam supports. Lateral in plane diaphragm to shear wall or low diaphragm load path is incomplete in all the details, provide complete load path from upper to lower roof diaphragms. IBC 1604.4. 141) 9/S5.0: Indicate that side of connection with standard holes is to be the side supported by a column. Verify double shear plate detail is adequate for all transfer conditions at S2.1 Level 1 plan, girders on lines 3 &8. It appears moment splice is required per plan S2.1, but not detailed as such on the drawings. IBC 2205.1. 142) 3/S5.1: Detail referenced at column, 7/S5.1, does not show the referenced condition, coordination is required. C:\DOCUME—I \CDavis\LOCALS-1 \Temp \tov- B07- 0066.db2 -12- 143) 4/S5.1: Minimum shear stud spacing transverse to longitudinal beam axis shall be 4 diameters, not three diameters as noted the "three rows of studs" detail. Verify RAM analysis has taken stud reduction factors into account for spacing and weak side of deck location. AISC 1.3.2. 144) 6 &9/S5.1: Provide ramp slab to main slab connection for diaphragm action. The ramp slab appears to resist lateral soil loading at top of exterior wall on line A, provide load path for soil loading reaction at bottom of slab. At detail 6, provide reinforcing at cast in place wall to meet minimum requirements. Provide flexural connection at top of precast wall to cast in place wall for lateral soil loading. IBC 1610, ACI 318, 14.3, Ch 10 &11. 145) 7- 8/S5.1: Include weight of stone veneer for beam reactions on ramp framing plan, S2.1. Verify section 8 design for vehicle barrier loading, provide complete load path including adequate curb development into structural slab below. IBC 1604.2, 1607.7.3. 146) 9/S5.1: Provide minimum bearing at left side of drain block out, as drain interrupts composite deck. Verify hydronic tubing per C2.0 has been accounted for in terms of composite deck span capacity. IBC 2209.2 147) 6,12,16/S5.1: Details for in plane and out of plane load transfer for wind, seismic, and soil forces are not shown in typical slab to wall details. Provide structural connections to meet code requirements. Details 6 and 16 must also transmit out of plane soil loading from the wall span below. IBC 1604.8.2, ASCE 7, 6.1.1, 9.5.2.6.1.1. 148) 15/S5.1: Exterior wall is a retaining wall, however top of wall is unsupported. Footing is not designed as a cantilevered wall footing, and mid height slab and precast wall are not detailed to resist lateral soil pressure, provide soil pressure load resistance, IBC 1610. 149) 15/S5.1: Show 4' -0" min frost depth cover at footing, verify frost heave will not affect what appears to be a precast slab on grade, IBC 1805.2.1. Verify soil pressure at new slab under stone veneer wall and precast wall as the lid structure will support 100 psf snow loads. IBC 1805.4. 150) 1,5,6,8,10/S5.2: Show lateral diaphragm connection from composite slab to precast walls, especially consider transfer of core A shear load to perimeter walls on S2.2. Provide a complete lateral load path, consider wind, seismic, and soil lateral loading. IBC 1604.4. 151) 2/S5.2: Verify concrete curb has been analyzed for combined lateral pressures from soil topping and components and cladding wind loading from exterior stud wall above. Provide stud wall connection for wind load resistance. IBC 1609.1.3, 1610. 152) 9/S5.2: Detail does not seem to be cut on plan, please verify. 153) 1/A5.1, 1/A5.3, etc: Building sections show that the first level where open to above, second level parking, and existing structure may be subjected to sliding snow loading from high roof above. Verify the lower addition levels and the existing structure have been designed for sliding snow load. ASCE 7, 7.9, 7.12. 154) 6/A8.3: Provide structural details for snow guard attachments, fastening to metal deck or plywood roof alone as shown in the architectural details does not appear adequate. IBC 1604.2. Plan Review Comments Duskin Lowe Colorado Inspection Agency Plans Examiner (303) 754 -3449 Structural Comments James Horne (303) 854 -7495 C:\DOCUME -1 \CDavis\LOCALS-1 \Temp \tov- B07- 0066.dbH -13- E � L� - Wm Plan Review Comments S&�-k-r - VWC 1-hTFCT U 1 tr-1 5 1.2107 J;4cw br s 1F- c-FCm<<k— CcWm9PjTS TO: Architect Melick Associates, Inc. 355 Teller Street Lakewood, Colorado 80226 (303) 534 1931 chipa-melick.com Engineer Monroe & Newell 1701 Wynkoop Street Denver, CO 80202 (303) 623 4927 Contact David Viele Viele Construction (970) 476 3423 PERMIT NUMBER: INTERNAL NUMBER: JURISDICTION: NUMBER OF PAGES: FROM: DATE: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: SPRINKLERS: For processing: B07 -0066 3616 Town of Vail 13 Duskin Lowe April 16, 2007 Lion Square Lodge North 660 West Lion Head Place, Vail, CO R -2, S -2, M, B 1116, IA, IB, VB 6 yes Please submit (5) complete sets of revised construction documents containing the requested information or plan revisions with all revisions clouded or otherwise identified. Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. C:\DOCUME- 1 \CDavis\LOCALS —I \Temp \tov -B07 -0066 influding electical.doc Architectural Comments: 1) Section 302.3.1, Non - separated uses, and Table 503, Allowable Height and Building Areas, IBC. Plan sheet A1.1, under "Mixed Use Requirements ", states that all occupancies with type IB construction are allowed unlimited floor area and 11 stories in height. The S -2 occupancy group is limited to 79,000 square feet of floor area. Provide total allowed floor areas for the building showing compliance for non - separated uses. 2) Section 508.2, #3, IBC. Group S -2 enclosed parking garage with Group A, B, M, or R above, IBC. Plan sheet A1.1 indicates an S -2 open parking garage above the S -2 enclosed parking garage. Section 508.2 does not allow an S -2 occupancy group above the S -2 occupancy group below. 3) Section 705, Fire Walls, IBC. Plan Sheet A1.2 does not show a complying fire wall separating the building of Type IB construction type, with the S -2 open parking garage, from the building of Type III B construction type, with the R -2 occupancy group. To be considered separate buildings with different construction types, a fire wall would be required. 4) Section 705.2, Structural stability, IBC. Provide documentation showing the structural independence of the fire walls used. It is unclear how fire wall structural independence is provided when walls for the stairwell enclosures and walls for an elevator shaft are used as part of the fire wall. 5) Section 705.6.1, Stepped buildings, IBC. Required 3 / hour fire -rated opening protection for a height of 15 feet above the lower roof is not shown for the fire walls separating stepped roofs at the East tower. See plan sheets A5.5, A4.2, and A2.4. Provide a schedule for fire -rated glazing and doors. 6) Section 705.6.1, Stepped buildings, IBC. It is not clear that the required fire wall termination (30 inches above the lower roof, and 1 -hour fire- resistive construction with 3 / hour fire protected openings) has been provided for the fire wall separating stepped roofs at the West tower. See plan sheets A2.4, and A5.1. Provide a schedule for fire -rated glazing and doors. 7) Section 705.5 Horizontal continuity, IBC. The fire wall termination at the exterior wall at grid point Y.2, 5.5 does not appear to meet horizontal continuity requirements for termination at an exterior wall. Plan sheets A2.2 and A2.1 show a continuation of the fire wall for 4 feet on one side of that grid point but the other side shows an unidentified door leading to the balcony on plan sheet A2.2, and glazed openings at door D121 on plan sheet A2.1. Please clarify. 8) Plan sheet 2/A1.2a and 2/A1.2b show a 3 -hour fire -rated firewall at the vertical exit enclosure that is not drawn correctly. The wall is shown crossing an opening without a door on the North side of the stairway enclosure. Please clarify. 9) Provide details of the prescriptive easement shown on plan sheet A2.1. 10) Detail 1/A1.2 shows a 2 -hour, fire -rated wall at the mechanical room which does not follow wall construction shown on the plans. Please clarify. 11) Section 3006.4 Machine rooms and machinery spaces, IBC. Plan sheet A1.2 does not show the elevator machine rooms having the same required fire - rating as the hoistway enclosure. 12) Section 3006.4 Machine rooms and machinery spaces, IBC. Plan sheets A2.0 and A10.1 indicate doors D003 and D007 and their frames do not have the required fire - resistance rating. 13) Section 3004.1 Vents required. Provide documentation showing the elevator hoistway vents are located below the floor at the top of the hoistway for each of the two elevators. C:\DOCUME- 1 \CDavis\LOCALS-1 \Temp \tov -B07 -0066 in2luding electical.doc -2- 14) Section 3304.3 Area of vents. Provide documentation of hoistway venting showing required open vent area or smoke detector activation. 15) Section 704. Exterior walls, IBC. As decks are considered to be part of the building, indicate on the plans required fire- resistive construction for decks shown on plan sheets A2.2 and A2.3 that have a fire separation distance requiring fire- resistive construction. 16) Section 707.4 Fire resistance rating, IBC. Plan sheet A5.5 shows wall type W10 used to construct a 1 -hour fire -rated shaft. As the shaft penetrates 4 stories a 2 -hour fire -rated shaft is required. 17) Section 707.4 Fire resistance rating, IBC Plan sheet A5.5 show a fire -rated shaft extending through the attic area. How is that shaft to be supported in the attic area? 18) Plan sheets A6.4 and A6.5 show wall sections with wall type W10, a 1 -hour fire -rated shaft wall, being used at exterior walls. Plan sheets A1.2a and A1.3a show a 2 -hour fire- rating is required. Shaft wall of 1 -hour fire -rated construction would not be applicable to these areas. 19) Plan sheet 1/A5.5 and A5.3 shows wall type W1 used for 1 -hour fire -rated exterior walls while plan sheet A1.1 show the wall type being used for interior walls. Please clarify. 20) Plan sheets A/2.3 and A5.6 do not show the wall type used for the 1 -hour fire -rated demising wall separating the units. 21) Plan sheet A5.3 show stairway enclosure with W7 wall types. Those wall types are non -fire -rated while plan sheet A1.2 indicates 3 -hour fire -rated walls. 22) Wall, floor, ceiling and roof tags are missing from floor plans and section views. 23) Plan sheet A2.2. Walls and door openings are not shown correctly near the exit doors in Unit 280 and Unit 296. 24) Plan sheet A2.3. Unit #396 does not show an exit door. 25) Provide all construction details for listed fire -rated assemblies on the plans. 26) Section 1704.2, Inspection of fabricators, and 1704.2.2, Fabricator approval. For the fabricator of the pre -cast concrete walls, provide documentation of fabricator approval ( an approved fabricator's number) or documentation that special inspections will be performed on the premises of the fabricator's shop. Plan sheet A1.1 shows wall types W2, W5, and W6 being pre -cast concrete walls. 27) Section 1013 Exit access, IBC. Plan sheet A2.1 would indicate two exits are required from the open parking garage due to common path of egress travel. It appears that occupants would need to enter the adjacent building, traveling from Type IB construction to Type IIIB construction and back to Type IB construction, in order to use the East stairwell as an exit. Once a given level of exit protection is achieved, such level of protection shall not be reduced. Provide occupant loads for the open garage and detail complying exits. 28) Section 1013.5 Egress Balconies, IBC. Corridor #113 on the 1S level, on plan sheet A2.1, has a non - complying dead end, as it would be necessary to re -enter a building and travel through a fire wall to an adjacent building, to access the vertical exit enclosure #115 at the East tower. 29) Section 1013 Exit access, IBC. Plan sheets A1.2a and A1.3a show common path of egress travel being measured incorrectly. That measurement is made in a rectilinear manner with travel perpendicular or parallel to walls. C:\DOCUME— I \CDavis\LOCALS —I \Temp \tov -B07 -0066 ialuding electical.doc -3- 30) Section 1013 Exit access, IBC. Plan sheets A1.2a and A1.3a indicate the common path of egress travel is exceeded in the exercise room #103 and pool area, and in the existing R -2 units: 280, 282, 284, 286, 288, 290, 292, 294, 296, 380, 382, 384, 386, 388, 390, 396, and 301. Two exits would be required from these spaces. 31) Section 1017.1 General, and Section 1020 Exit Passageways, and Section 1023 Exit discharge, IBC. Plan sheet 2/A2.1 shows the 3 -hour fire -rated vertical exit enclosure exiting into room #122, which is shown on plans sheet A1.2a as a 2 -hour fire -rated fire command center. Once a given level of exit protection is achieved, such level of protection shall not be reduced until arrival at the exit discharge. Room #122 would require a 3 -hour fire rating. In addition Room #122 would be required to comply with requirements for an exit passageway or Section 1023 for exit discharge. Provide details showing compliance with the above stated exiting requirements. 32) Section 403.8 Fire Command, and Section 911.1 Fire Command Center, IBC. Plan sheet 2/A1.2a shows that the fire command center shown in room 122 receives 117 occupants exiting from the stairway enclosure and from adjacent rooms. The accessibility of the fire command center is to be separated from the remainder of the building. Provide a fire command center with separated accessibility. 33) Section 302.1.1 Incidental use areas, IBC. Identify laundry room # 117 on the plans as being an incidental use area requiring wall construction capable of resisting the passage of smoke with a code compliant door. 34) Section 302.1.1 Incidental use areas, or Section 302.3.2 Separated uses, IBC. Is storage room #005 classified as an incidental use area? If so, identify the room on the plans as an incidental use area requiring wall construction capable of resisting the passage of smoke with a code compliant door. If the storage room is to be considered a separate use, provide the occupancy group classification and specify a code compliant separation. 35) Section 302.1.1 Incidental use areas, IBC. What is the use of room #107, Dumpster Room, shown on plan sheet A2.1? If the room qualifies as an incidental use area by being a waste collection room, provide details showing wall construction capable of resisting the passage of smoke and a code compliant door. 36) Section 406.2.8 Special hazards, IBC. Mechanical room #010, shown on plan sheet A2.0 and located adjacent to the enclosed parking garage contains fuel -fired appliances. As such'it is required to be connected to the parking garage by a vestibule providing a two -door separation or a single door is allowed if all sources of ignition are at least 18 inches above the floor. Please clarify. 37) Section 1019.1.7 Stairway floor number signs, IBC. Provide details of signage complying with the referenced section of the IBC. 38) Section 1019.1.4 Vertical enclosure exterior walls. The Northwest stairwell enclosure shown on plan sheets A2.2, A2.3, A2.4, and 2/A5.7 is required to have 3 / hour fire- protected openings in the rated stairwell enclosure walls or in adjacent walls of the building that are at an angle of less than 180 degrees. Please clarify. 39) Section 1009.9 Spiral Stairways. Provide details of spiral stairway construction shown on plans sheets A2.3 and A2.4. 40) Plan sheets A2.3 and A2.4 show spiral stairways on the 3` level of units #380, #384, #386, and #388 along with and additional stairway. None of the spiral stairways are shown on the 4 th levels. Please clarify. 41) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Plan sheets A1.2a and A1.3a show an elevator in the Northeast tower with 3 -hour fire -rated C:\DOCUME-1 \CDavis\LOCALS—I \Temp \tov -B07 -0066 ir►4luding electical.doc -4- construction as part of the 3 -hour fire -rated fire wall from the basement level through level 6. As such the doors to the elevator shaft would be required to have a 3 -hour fire- rating. Provide doors complying with Section 715. 42) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. The vertical exit enclosures are shown as being part of fire walls and being of 3 -hour fire -rated construction from the basement level through level 6. Doors and frames for D001, D002, D006, D111 B, D403A, D403C, D404, D503, and D504 are required to have a 3 -hour fire- rating. 43) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Doors and frames D003 and D007 shown on plan sheet A2.0 and leading to the elevator machine rooms are required to be fire -rated according to the fire- rating of the hoistway. 44) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Door and frame for D1 18C, shown on plan sheet A2.1, and D211 shown on plan sheet A2.2, are required to have a 3 -hour fire- rating as it is shown as part of the 3 -hour fire -rated fire wall. 45) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Plan sheet A2.1 and 2/A1.2a show a fire command center with 2 -hour fire -rated walls. Doors and frames for D1 18A and D117 are not shown as having a fire - rating. A 1 % hour fire- rating is required. 46) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Door and frame D206, shown on plan sheet A2.2 is required to have a fire- rating of 1 Y2 hours. 47) Provide ICC evaluation reports for the stucco and stone veneer. Accessibility Comments: 48) Section 1107.6.2.1.2 Type B units, IBC, All new residential units are to be B Type units. 49) Section 1109.2 Toilet and bathing facilities, and Chapter 6. Plumbing elements and facilities ANSI A117.1 -1998. Bathrooms #101 and #102 do not meet accessibility requirements. 50) Section 1106.5 Van spaces, Section 502, IBC, and Section 502, Parking Spaces ANSI A117.1- 1998. Provide an accessible van parking space with required signage. 51) Section 1003.12.1 ANSI A117.1 -1998. Unit #302, plan sheet A2.3; Unit 401, plan sheet A2.4; and Unit 602, plan sheet A2.6. Do not have sufficient clearances, 60 inches minimum for "U" shaped kitchens, and 40 inches minimum for galleries. Provide dishwasher locations to verify clear floor space requirements are met. 52) Section 1003.11.2 ANSI All 17.1 -1998. Provide grab bar backing details on plans for the new dwelling units. 53) Chapter 10 ANSI A117.1 -1998. Provide clear floor spaces on the plans for the new dwelling units. 54) Section 1007.2.1 Buildings with four or more stories, Section 1007.4 Elevators, Section 2702.2.5 Accessible means of egress elevators, and Section 3003 Emergency Operations, IBC. The elevators in the new towers are required to serve as accessible means of egress. As such, standby power is required for those elevators and the machine room ventilation or air conditioning. Please clarify. International Energy Conservation Code Comments: C:\DOCUME- 1 \CDavis\LOCALS —I \Temp \tov -B07 -0066 inBluding electical.doc -5- 1) Provide documentation showing compliance with the International Energy Conservation Code. Mechanical Comments: 56) Section 504.6.1 Maximum length, IMC. It appears that dryer duct lengths in many R -2 units could exceed allowed lengths (ex: 15 feet maximum with two 90 degree elbows). Provide details showing dryer duct lengths. 57) Section 503.6.6.1 Decorative Shrouds, IMC. Plan sheet detail 4/A8.3 referenced on plan sheet A5.5 shows construction of a decorative shroud at the vent terminations. Decorative shrouds shall not be installed at the terminations of gas vents except where such shrouds are listed for use with the specific gas venting system and are installed in accordance with manufacturer's installation instructions. 58) Section 503.6.6 Gas vent terminations. IMC, and Section 707 Shaft enclosures, IBC. Plan sheets M2.3 room #306 note, M2.4 room #407, A2.4 room #407, and A6.1 appear to show a gas vent termination inside room #407. The gas vent is required to terminate above the roof and the fire - rated shaft is required to extend to that roof deck. 59) Section 504 Sizing of Category I Appliance Venting Systems. International Fuel Gas Code. Provide vent sizing calculations for Category I appliances per the vent tables in Section 504 of the IFGC. 60) Section 403, Mechanical Ventilation, IMC. Provide mechanical exhaust capacity for all bathrooms in the new units in the East and West towers. 61) Section 404.2 Minimum ventilation, IMC. The enclosed parking garage is required to be capable of producing a ventilation rate of 1.5 cfm per square foot of floor area. With 11,786 square feet of floor area, a ventilation rate of 17,680 cfm would be required. Plan sheet M1.1 shows a capacity of 15,400cfm. 62) Section 404.2 Minimum ventilation, IMC. Provide documentation that automatic operation of the ventilation system for the parking garage will not reduce the ventilation rate below .05 CFM per square foot of the floor area. 63) Section 304 Combustion, Ventilation, and Dilution Air, International Fuel Gas Code. Detail the method used for supplying combustion air to Mechanical room #011 and provide calculations for sizing the combustion air duct(s). 64) Plan sheet M2.0 Note #24 indicates a 1 -hour fire -rated shaft for the combustion air duct. A 2 -hour fire -rated shaft is required. Plumbina Comments: 65) Section 1104.3 Floor drains, IPC. The floor drains shown on plan sheet P2.OA are not allowed to be connected to the storm drain as shown on the plans. Town Engineer's letter to Viele Construction dated 3/15/07 also states the garage and elevator drains are to be connected to the sanitary sewer system. 66) Section 1113.1.4 Piping, IPC. Plan sheet P1.0 sump pump detail does not show the required gate valve. 67) Section 715 Backwater Valves. Provide adequate information to verify if a backwater valve is required. C:\DOCUME— I \CDavis\LOCALS —I \Temp \tov -B07 -0066 in6luding electical.doc -6- 68) Section 905.3 Vent connection to drainage system, and Section 905.4. Will the under -slab vents shown on plan sheet P2.OA connect above the horizontal center line of the drain pipe and rise vertically? Structural Comments: 69) Plan sheets S2.6 and S2.4 reference details 20/S5.1,18S5.1, and 17 S5.1. Those details are missing from the plan sheet. 70) Plan sheet S2.7 references details on plan sheet S5.4. That plan sheet is missing 71) S1.0, General Notes 1.C: Verify exterior balconies have been designed for 100 psf snow load where smaller than 100 square feet, not only 60 psf live load as indicated on the drawings. ASCE 7, Ch. 2. 72) S1.0, General Notes 1.E: First floor Fitness Center loading shall be 100 psf, per IBC Table 1607.1, item 27 "Public rooms and corridors." Also, Item 18 "Gymnasiums" also would apply which also requires 100 psf. IBC 1607.3. 73) S1.0, General Notes 11: Seismic Response Modification Factor, R shall be equal to 4.0, per ASCE 7 Table 9.5.2.2. IBC Table 1617.6.2 is not appropriate for use with the Equivalent Lateral Force Procedure; as noted at the beginning of section 1617.2, the IBC Table is for use with the Simplified analysis procedure which has 20% higher forces and slightly different R factors. R=4.0 is required, please review all designs of shear walls, diaphragms, and collector elements using R =4. 74) S1.0, General Notes 11: Seismic Response Modification Factor, R: Note that steel braced frames at the roof appear to control the R factor if not detailed for ductility per AISC 341 Seismic provisions requirements. Provide ductile detailing per AISC 341 for use of R =4, or use R =3 for "steel systems not detailed for seismic." IBC 2205.2.1, ASCE 7, 9.5.2.2.2.1. 75) S1.0, General Notes 3.6: Other general notes sections indicate that precast concrete members, structural steel shear connections, and steel handrails and guardrails should be included in the deferred submittal list, please revise. Item 4, "exterior wall steel girt systems" does not appear appropriate for design by others unless these structural elements are part of a prefabricated metal building, or part of the exterior cold formed steel exterior wall system. If girls are not integrally part of a prefabricated element they should be provided on the drawings. IBC 106.3.4.2. 76) S1.0, General Notes 4: Add reinforced masonry special inspection notes, coordinate with notes section 10.A. Indicate Level 1 or 2 masonry special inspection. IBC 1704.5. 77) S1.0, General Notes 11.6: Headed anchor studs should be 60ksi, per ASTM A108, please review. IBC 2205.1. 78) S1.0, General Notes: Provide wood construction general notes, materials specifications, engineered lumber information (width of VL beams, etc), plywood nailing with diaphragm and shear wall information, and inspection requirements. IBC Ch. 23, 1704. 79) S1.1: Concrete reinforcing lap splice schedule for 3000 psi concrete shows "L" replacing the number 1, please correct lengths. Provide splice lengths for reinforced masonry, ACI 530, 2.1.10. 80) S1.1: Loose lintel for stone veneer schedule: There are two schedules on the sheet for stone veneer support, coordination is required. Note 1 is unclear, we feel the table may be open to misinterpretation. For example, it is unclear if the intended clear span for the first row 6' -6 ", or 6' -6" minus 1'-4" for 5' -2" max. Please clarify. ACI 530, Ch. 6. 81) S1.1: Header schedule: Provide header to jamb attachment requirements, provide sill requirements. Provide jamb top and bottom requirements for wind load accommodating slip connections for structure movement above. Alternatively reference these requirements as deferred submittals in the schedules. Referenced detail 1/S6.1 does not exist, please coordinate reference. Plans and details show many bearing walls, stud schedule does not appear adequate for combined wind loading plus axial loads, please verify. IBC 2209.1. C:\DOCUME- 1 \CDavis\LOCALS-1 \Temp \tov -B07 -0066 indluding electical.doc -7- 82) S1.1: Typical slab / wall piping penetrations do not show additional reinforcing around openings, please verify. Consider grouping of pipe penetrations that effectively form a single larger opening. ACI 318, 1604.4. 83) S1.1: Typical Embeds: Plate thickness and dimensions is not shown, rebar length and bend angle is not shown. Embeds are not shown on plans or details, more information is required for construction. IBC 1603.1 84) S2.0, Footings F2, F5: Large reinforcing bars in relatively small footings are not developed for tension capacity. Please verify adequate development for calculated tension stress. ACI 318, 15.6. 85) S2.0: Reinforcing for footings F3, F4 does not appear correct. Details 1- 4/S3.0 indicate reinforcing top and bottom. Footing schedule shows (9) #9 each way, but does not specify top and bottom. (9) #9 for transverse direction core footing reinforcing would result in 3 ft spacing; this appears too far apart, please check. Verify hooked bar ends are not required for development beyond face of wall above. Similar at footing F5, F6: Footing reinforcing noted as "each way" for longitudinal footings does not appear correct. ACI Ch. 15. 86) S2.0: Core C footing elevation shown is not coordinated with integral elevator pit, coordination is required. Similarly, elevator core at line 9 indicates F3 footing, however column footing at 8 -J is not identified. IBC 1805.4. 87) S2.0: Details are required at ramp retaining walls at east and west sides, provide calculations. Verify wall design includes large surcharge loading from building to the east. IBC 1806. 88) S2.0: Details are required at south wall adjacent to the existing structure. Verify shoring and underpinning is required, as new building is directly adjacent to existing structure, and will undermine the existing building by 14 feet during construction. Reference soils report requirements for excavation at 1:1 slopes and shoring / underpinning recommendations, p. 13. IBC 1802, 3403.2, 3304. 89) S2.1: Verify framing is coordinated with plumbing drain pipes, in particular consider P2.1 near line K.5 where structural plan shows beams supporting a transfer column situation, verify moment and shear capacity of beams where penetrations are required. IBC 2205.1. 90) S2.1: Addition north of line 2 between U & Z: provide details to show how new foundations are structurally connected to existing foundations and walls. Where new footings and walls are connected to existing such that final loading is shared between the two, verify soil stresses have accounted for existing pressure on existing foundations. ACI 318, 1.2.1, IBC 1805.4. 91) S2.1: Ramp Framing Plan is incomplete. Provide beam sizes and reactions on plan. Provide ramp slope transition detail at line A.5 if occurs, coordinate with C1.0 which does not show a transition at top of ramp. Coordinate with sloping ramp sides, per C1.0. 92) S2.1: Core D does not have a foundation specified; provide thickness, reinforcing, plan dimensions, and typical wall to foundation connection. Verify overturning resistance for lateral loading. IBC 1604.4, 1805.4. 93) S2.1: Reaction for beam on line H does not appear large enough for live load to include roof snow load, from transfer columns above. Verify live load is actually L +S, and does not include live load reduction for roof snow loads. Please check this and other transfer loads shown. IBC 1604.2. 94) S2.1: W14 & W18 beams overtop driveway ramp at line 10: Verify designs include weight of exterior CMU per 1/A4.1, provide lintel detailing. Provide beams for metal deck support between W14 & W18. IBC 1604.2, 2209.2. 95) S2.1 E: Pilaster ties specified on plan do not meet spacing requirements of ACI 318, 7.10.5. Detail 13/S3.0 conflicts with information shown on plan, provide pilaster dimensions for detail 10/S3.0. Verify column maximum reinforcing ratio is not exceeded for detail 13/S3.0, ACI 318, Ch. 10. 96) S2.2: Floor deck within Core A appears overstressed in bending (17 ft span) unless the deck is rotated in this area. It also appears that the diaphragm shear stresses are exceeded due to transfer of lateral core forces from above to perimeter shear walls below. Shear loads must be amplified by d2o, provide collector connections as required. IBC 2209.1, ASCE 7, 9.5.2.6.2.11. C:\DOCUME-1 \CDavis\LOCALS-1 \Temp \tov -B07 -0066 in8luding electical.doc -8- 97) S2.2: Edge girders show concrete encasement detail 1/S5.2, which does not specify a beam width. Detail 3/A8.6 shows 8" wide. Steel beams range in flange width from 6" to 12 1 /2 ", provide steel protection from weather at flanges larger than 8 ". Verify adequate dead load for girder design if additional concrete is required for encasement. IBC 2205.1, 2203.2. 98) S2.2: Provide beam splice detail at girder bend, lines M -8. Verify torsion has been considered if a fixed moment connection is required between the two skewed beams. IBC 2205.1. 99) S2.2, S3.1: Core A is supported by Level 2 W27 framing, gravity and lateral loads including overturning must be transferred out at Level 2 through steel beam framing into concrete walls below. Show wind and seismic beam shear reactions including maximum uplift and compression at all W27 connections at level 2. Note, seismic loads shall be amplified by .flo factor for special seismic load combinations, per ASCE 7, 9.5.2.6.2.11. Verify design of W27 framing and connections are designed for special seismic load combinations of ASCE 7, 9.5.2.7.1. 100) S2.2: W14x22 beams on girder lines L and N appear in error, W21 girders must cantilever overtop columns for a complete load path. IBC 1604.4. 101) S2.2W -E, S2.3W -E: North edge of new exterior corridor shows support of beams in both directions onto columns on a diagonal gridline that is not identified. Column reaction at each level is approximately 15k; note loads are 100 psf snow loads and shall not be reduced. Column bending must be considered from eccentricity in at least one direction, structural details are required for beam to column connection. Also for column moments consider guardrail lateral loading onto column, tributary wind load due to exposed face of column wrap / finish, and wind uplift loading. These columns on the diagonal gridline are not identified on S2.1, supporting beam designs and reactions do not appear to include the column transfer loads; for example bean on line N is shown to have reaction of 18k D +L, only slightly more than one level of column loads from above. Please review gravity load path for this area to the foundation. Note also, column layout does not match architectural plans, A2.3. IBC 1604.2, 1604.4. 102) S2.2W -E: W12x26 beams and wood columns above are not detailed to show lateral compression flange bracing or end connections, verify adequate support and stability bracing for steel framing. IBC 2205.1. 103) S2.2E: Metal framing notes: Note 1 conflicts with schedule information on S1.1, Note 2, verify that bearing stresses for steel studs onto existing wood sill plates or plywood has been considered. Provide bearing plates to minimize stresses to within NDS limits, NDS 3.10, AISI E6.1. Note 3, this information is required to be shown on the structural drawings, please provide structural headers and jamb details for all bearing walls. IBC 1603.1. 104) S2.2E: Coordinate wood framing note 7 with light gauge header information on S1.1, it is unclear where steel headers vs. wood headers are required. IBC 1603.1. 105) S2.3W -E, etc: Calculations for existing stud walls assume Douglas Fir -Larch for existing wood grade. Add notes on the drawings for the contractor to verify existing wood is Douglas Fir, may be Hem Fir in which case perpendicular to grain bearing is overstressed. NDS 3.10, 3403.2. 106) UAW: Provide roof structure and exterior walls for new mechanical room on existing roof. Verify existing walls and footing capacity for new substantial dead and live load at the roof, provide calculations. Provide lateral load path for rooftop structure. Verify designs for concrete roof topping, mechanical pads, and chillers per M2.4, reference 03300 3.10.0 requirement for mechanical pads at all equipment. Provide calculations. IBC 1604.4, 3403.2. 107) S2.4W -E: Show lateral connection from new roof addition to existing roof structure. Verify lateral load path is complete for in plane, out of plane, and roof uplift wind and seismic loading, typical at additions to existing structure. Reference details1, 3, 102, 103, 108/S3.3, define joist hanger connections and diaphragm connection. IBC 2305.2.1, ASCE 7, 6.5.12.4. 108) S2.4W -E: Demolition of existing north and south walls appears to remove much of the lateral load resisting shear walls of the existing structure. a) Analyze the existing structure for lateral loads in the completed condition, in conformance with current code requirements. b) Provide diaphragm chord detailing where existing chords are removed. C:\DOCUME- 1 \CDavis\LOCALS -1 \Temp \tov -B07 -0066 including electical.doc -9- C) As the existing structure is structurally connected to the new additions, the lateral analysis must include the completed existing structure plus the new structure. Verify load sharing and collectors are designed based on stiffness compatibility of the existing vs. the new combined structure. IBC 3403.2. 109) S2.4E: Two 2x8 hip beams at east dormer are unsupported. IBC 1604.2. 110) S2.4E: Verify exterior wall girts and columns are designed for components and cladding wind loading, provide connections of headers to jambs, and jamb columns to structure top and bottom. Consider especially two story open area at the south east corner. ASCE 7, 6.5.12.4. 111) S2.5E: Roof framing at new rotunda contains light gauge steel beams that appear inadequate for structural loads. Quick calculations indicate that assuming tributary area of eave only, four 12005162 -68 joists are required for bending strength, and six joists are required for web crippling strength. Calculations for light gauge beams do not consider web crippling failure mode for this project. Provide details for web stiffeners where required for slender web sections. IBC 2209. 1, AISI C.3, C.3.4. 112) S2.5E: Roof framing at new rotunda is incomplete. W10 low framing details are not shown and lateral buckling bracing is not provided. Columns are not all identified. Compression ring detail referenced on plan 7/S3.4 does not match the plan conditions, further details are required. Verify designs for 80 psf snow load. Lateral system is unclear. IBC 1604.2, 1604.4, 2205.1. 113) S2.5E: Verify 2x12 roof framing can accommodate significant notch in top of member for gutters, per 1/A8.4. Verify diaphragm continuity due to plywood sheathing separation at gutters. IBC Ch. 23. 114) S2.5E: Chimney framing information shown near the middle of the page is unclear; details including wind anchorage are required on the drawings for construction. IBC 1603.1. 115) S2.5E, S2.6, S2.7, etc: All details referenced on all of the roof plan sheets either do not match the details provided or do not exist in the set submitted. Most roof details reference sheet S5.4, which is not in the set or the drawing list on A1.0. Roof beam elevations have not been provided. Upper roof drawings are incomplete and can not be reviewed. Resubmit a complete and coordinated set of drawings. IBC 1603.1. 116) S2.6: Beams on line G.8 support transfer columns from above, as well as girder lines from level 5 framing. Verify typical loading criteria on S1.0 is adequate for W16 girders, typical shear tab capacity per 1/S5.0 for connection to HSS column is exceeded, per AISC 13th edition, 10 -109. Similar at S2.4 level 4 framing and other transfer conditions. IBC 2205.1. 117) S2.6: Beams and columns supporting steel braced frames must be designed for special seismic load combinations. Reference previous comment regarding R factor: verify seismic loads used for design are large enough. Define "drag strut" collector line J, show braced frame above and connection from frame to drag strut and from drag strut into slab. IBC 1604.4; ASCE 7, 9.5.2.6.2.11. 118) S2.6: Complete structural framing details: Show composite shear studs on beams. Show steel beam to beam and beam to column moment connection details. Provide cantilever backspan support along lien G. Several beams are unsized. Verify lateral roof deck to slab connection for diaphragm continuity, typical at interior to exterior transitions. Provide moment connection to concrete core wall detail and moment for precaster's design of embeds plate. Provide detail at compression ring near A.5 -14. Provide elevator machine beams & hoist beams. Similar other framing levels, details are incomplete or missing. IBC 1604.2, 1603.1. 119) S2.7: Braced frames Al -D3 shown on plan are not detailed in the drawings. Provide structural member sizes and connection details. Braced frames are typically verify short slender frames, verify adequate deck shear strength or provide collectors and connections to frames as required. East structure does not have lateral support for east -west motion at the south side of the building, provide braced frame above concrete core. IBC 1604.2, 1604.4. 120) S2.7: West building main girder supports, W21x57: Provide beam bend detail at roof slope transitions. Verify support at line G.8, it is unclear what elevation supporting W16 framing is located. Provide flat roof beam sizes. Verify if braced frame columns line E support W21 girders, otherwise W21 girders appear overstressed. Similar issues appear present at other roof levels, please verify sloped geometry has been considered and all beams are supported. IBC 1604.2, 2205.1. C:\DOCUME- 1 \CDavis\LOCALS-1 \Temp \tov -B07 -0066 irWuding electical.doc _10- 121) S2.7,etc: Provide / verify lateral force resistance at rooftop chimney structures, verify adequate lateral bracing for wide flange beams, consider negative bending due to uplift. Provide details. IBC 1604.4. 122) S2.7, etc: Provide metal deck fastening requirements for lateral load transfer and wind uplift resistance. Provide transition details at ridges and valleys for diaphragm continuity. Coordinate with specifications requirements, 05310 3.3. Typical all roof levels. IBC 2204.4. 123) Lateral calculations: Seismic mass is shown not to include tributary weight of walls in first page of RAM output. Exterior walls including veneer and weight of core walls shall be included in seismic mass. In addition, RAM output shows that 10psf partition load, 20% flat roof snow load, and 25% live loads over 100 psf also have not been included. Increase seismic mass to meet code requirements. Verify lateral designs. ASCE 7, 9.5.3. 124) Lateral calculations: Provide calculations for designs of diaphragm shear and chords, collectors into and out of shear walls, overturning onto foundations and associated soil pressure, friction and passive pressure for lateral load resistance, foundation design, and story drift. It appears that Levels 1 and 2 will have large collector forces due to restraint of cores at these stiffer connected levels, please check. Consider the effects of structurally connected existing building, RAM analysis includes only the addition structure for lateral analysis. IBC 1604.4, 3403.2, ASCE 7, 9.5.2.6.2.6, 9.5.2.6.2.11. 125) Lateral calculations for existing building use the wrong wind speed, 80 mph vs. 90 mpg required per Town of Vail. Also, the Simplified wind design procedure has been used to evaluate the existing structure only, where the existing structure fails criteria # 4, 6, and 9 due to presence of structurally connected existing building. Review lateral designs of the combined completed structure as a whole, the Analytical wind design procedure is required for wind pressures. ASCE 7, 6.4.1.1. 126) Lateral calculations for existing building use R =7 for wood shear walls. R =6 is required for "bearing wall systems," per ASCE 7, Table 9.5.2.2. New concrete bearing walls also are structurally connected to the existing building, which requires R=4 for the existing building, controlling the design forces. ASCE 7, 9.5.2.2.2.1. 127) Lateral calculations for existing building: Seismic mass used does not include 20% flat roof snow, weight of mechanical equipment and new concrete floors, weight of exterior walls, or 25% storage loading. ASCE 7, 9.5.3. 128) Lateral analysis for existing building: Lateral system in north south direction appears to rely on existing wood bearing walls for shear resistance. Specify assumptions on the drawings for existing nailing and blocking, hold downs, and similar requirements for field inspection of existing shear walls if only existing shear walls are used for lateral resistance. IBC 2305.3, 1604.4. 129) Lateral calculations for existing building: There appears to be no lateral system in the east west direction, verify adequate shear load path for lateral loads. Calculations show that light gauge steel shear walls are used for shear resistance, however not shown on the drawings. Capacities for light gauge shear walls in the calculations are ultimate shear strengths of wall panels as listed in IBC Tables 2211.2(1) & 2211.2(2), and must be divided by a 2.5 factor of safety per IBC 2211.2.1. Verify lateral designs are adequate using the appropriate factor of safety. 130) 7/LG3.0: Two inch wide separation gap can not be maintained by gravel as shown. Verify exterior walls and supporting floors are designed for lateral soil pressures of 50H where gravel backfill is located. IBC 1610. 131) 9/S3.0: Soil pressure for "at -rest" condition shall be 50 pcf per soils report, p. 36. Seismic load criteria does not seem required for this project, please verify. IBC 1610 ,1802. 132) S3.0, etc; Verify basement walls and footings designed to span for 10 ft, per soils report. P. 25 & 27. IBC 1802. 133) 10/S3.0: Detail is incomplete, provide reinforcing information. ACI 318, 14.3. 134) S3.1, S3.2: Provide lateral and gravity loading for all precast concrete cores including the worst case wind or seismic load, lateral soil loading (in plane and out of plane), dead, live, and snow loading. Note that C:\DOCUME—I \CDavis\LOCALS-1 \Temp \tov -B07 -0066 indluding electical.doc - 11 - plans do not show beam reactions or collector point load requirements. Drawings are incomplete and unable to be used for precast concrete detailing. IBC 106.3.4.2. 135) S3.1, S3.2: Provide core plan dimensions. Provide doorway dimensions. Provide wall thickness. IBC 1603.1 136) 1/S3.3, etc: Provide pressure treated lumber or moisture barrier for wood against concrete. IBC 2304.11.2.1,3. 137) 2/S3.3, etc: Concrete wall horizontal and vertical reinforcing does not meet spacing limit of 18" maximum. Typical all foundation wall details as occurs. ACI 318, 14.3. 138) 2/S3.3, etc: Where steel fasteners are in contact with pressure treated lumber, specify hot dip galvanizing or other corrosion protection for metal hardware, bolts and fasteners. Typical all details as occurs. IBC 2304.9.5. 139) 201/S3.3: Verify eave support for components and cladding Zone 3 wind uplift. Verify adequate design for moment due to snow loading from snow guard attachment, per 4/A8.4. IBC 1609.1.3, 1604.4. 140) 2- 6/S3.4: Metal stud top plates are inadequate to span between studs for support of roof beams or joist framing. L90 connectors at top of wall appear inadequate for wind uplift resistance as nails in withdrawal will control the capacity, please check. VL rim is a structural element in many roof framing conditions, define structural connection for roof joists into rim and for rim to beam supports. Lateral in plane diaphragm to shear wall or low diaphragm load path is incomplete in all the details, provide complete load path from upper to lower roof diaphragms. IBC 1604.4. 141) 9/S5.0: Indicate that side of connection with standard holes is to be the side supported by a column. Verify double shear plate detail is adequate for all transfer conditions at S2.1 Level 1 plan, girders on lines 388. It appears moment splice is required per plan S2.1, but not detailed as such on the drawings. IBC 2205.1. 142) 3/S5.1: Detail referenced at column, 7/S5.1, does not show the referenced condition, coordination is required. 143) 4/S5.1: Minimum shear stud spacing transverse to longitudinal beam axis shall be 4 diameters, not three diameters as noted the "three rows of studs" detail. Verify RAM analysis has taken stud reduction factors into account for spacing and weak side of deck location. AISC 1.3.2. 144) 689/S5.1: Provide ramp slab to main slab connection for diaphragm action. The ramp slab appears to resist lateral soil loading at top of exterior wall on line A, provide load path for soil loading reaction at bottom of slab. At detail 6, provide reinforcing at cast in place wall to meet minimum requirements. Provide flexural connection at top of precast wall to cast in place wall for lateral soil loading. IBC 1610, ACI 318, 14.3, Ch 10811. 145) 7- 8/S5.1: Include weight of stone veneer for beam reactions on ramp framing plan, S2.1. Verify section 8 design for vehicle barrier loading, provide complete load path including adequate curb development into structural slab below. IBC 1604.2, 1607.7.3. 146) 9/S5.1: Provide minimum bearing at left side of drain block out, as drain interrupts composite deck. Verify hydronic tubing per C2.0 has been accounted for in terms of composite deck span capacity. IBC 2209.2 147) 6,12,16/S5.1: Details for in plane and out of plane load transfer for wind, seismic, and soil forces are not shown in typical slab to wall details. Provide structural connections to meet code requirements. Details 6 and 16 must also transmit out of plane soil loading from the wall span below. IBC 1604.8.2, ASCE 7, 6.1.1, 9.5.2.6.1.1. 148) 15/S5.1: Exterior wall is a retaining wall, however top of wall is unsupported. Footing is not designed as a cantilevered wall footing, and mid height slab and precast wall are not detailed to resist lateral soil pressure, provide soil pressure load resistance, IBC 1610. C:\DOCUME- 1 \CDavis\LOCALS -1 \Temp \tov -B07 -0066 itOuding electical.doc - 12 - 149) 15/S5.1: Show 4' -0" min frost depth cover at footing, verify frost heave will not affect what appears to be a precast slab on grade, IBC 1805.2.1. Verify soil pressure at new slab under stone veneer wall and precast wall as the lid structure will support 100 psf snow loads. IBC 1805.4. 150) 1,5,6,8,10/S5.2: Show lateral diaphragm connection from composite slab to precast walls, especially consider transfer of core A shear load to perimeter walls on S2.2. Provide a complete lateral load path, consider wind, seismic, and soil lateral loading. IBC 1604.4. 151) 2/S5.2: Verify concrete curb has been analyzed for combined lateral pressures from soil topping and components and cladding wind loading from exterior stud wall above. Provide stud wall connection for wind load resistance. IBC 1609.1.3, 1610. 152) 9/S5.2: Detail does not seem to be cut on plan, please verify. 153) 1/A5.1, 1/A5.3, etc: Building sections show that the first level where open to above, second level parking, and existing structure may be subjected to sliding snow loading from high roof above. Verify the lower addition levels and the existing structure have been designed for sliding snow load. ASCE 7, 7.9, 7.12. 154) 6/A8.3: Provide structural details for snow guard attachments, fastening to metal deck or plywood roof alone as shown in the architectural details does not appear adequate. IBC 1604.2. Electrical Comments: 155) E2.0: Both electrical room entrances are to swing out. Article 110.26.C. 156) E2.3 (typical) Maintain fire rating if load centers are installed in rated separation walls. 157) E3.0: The #1 awg for #8 150A Feeder conductors appear to be undersized. Table 310.16. 158) Show branch circuit for elevator hoistway venting. 159) E3.1: show total amps for the Isc calculation. 160) Show GFI protection for the pool lighting. Show boding for pool. 161) Provide branch circuiting for all equipment such as FCU's and CUH's. 162) E2.1,E2.2 ... : Show branch circuiting for new receptacles in units. (ok if shown on TI dwgs) 163) E3.1: Type XT em light does not appear to be an "em ". 164) Note that Type NM (romex) cannot be used in mixed occupancy. 165) If building comments require emergency generator for elevator, provide revised electrical one - line diagram. 166) Verify elevator machine room is rated per IBC chapter 30. 167)Ceilings and floor assemblies are rated. Installation of recessed fixtures and access doors to maintain rating. Fire Department Comments: 167) Location of Fire Command Center is not approved. C:\DOCUME- 1 \CDavis\LOCALS -1 \Temp \tov -B07 -0066 irk3uding electical.doc - 13 - 168) Staging area for fire apparatus is not approved as shown. Too close the the building and obstructs exiting. 169) Plans are not stamped. 170) Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). 180 No transmital sheet was attached to indicate phased submittal or deferred submittals . 181) Fire protection plan must demonstrate sixth and seventh floors are within in reach of fire standpipes." Plan Review Comments Duskin Lowe Colorado Inspection Agency Plans Examiner (303) 7543449 Structural Comments James Horne (303) 854 -7495 Electrical Comments Stan Hahn (970) 479 -2147 Fire Department Comments Mike McGee (970) 479 -479 -2135 C:\DOCUME- 1 \CDavis\LOCALS -1 \Temp \tov -B07 -0066 i"uding electical.doc -14- Charlie Davis B07 -0066 Lionsquare North Page 1 PR•�� S /a�lb� 1: From: Mike McGee 15 P61 To: Building_Division; matt.royer @coinspect.com Date: 05/22/2007 11:02:18 AM Subject: B07 -0066 Lionsquare North I have completed a more detailed review of the plans (large set submitted under the Project number). In the interest of expediency, I do not feel I need to change the comments I entered on 05/02/07. CC: Deborah Shaner; Fire—inspectors 0 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI 6 _ �6 ✓� Protect #: tpib * l3uitdin Permit #: TA \1I \■ A\� \lam \\ �..\• r.�.� ���... �..` .��. ______ 75 S. Frontage Rd. Vail, Colorado 81657 0 are cnNTRAnTnR etc.! BUILDING: $ 000 000 ELECTRICAL: $ OTHER: $ PLUMBING: $ el Core MECHANICAL: $ TOTAL: $ /S�L.P.aa;sL,# CO/!1`ACf ESU /B COOOfI�AsBesso/S Ot/iCe at 97Q.32B.86�4 er v!_cll unenu anrYl�•n,►nh..•.,,,� . Job Name: ob Ad re QI�tt a- Legal Description I 1ot- Block: Filing: hP Subdivision: l.,Ion Pt Owners Name: A dress: vaciw jr- ro Phone: Arc i ct/Designe OG Ad ss G 7 Phone Engfnlj� � � NEB G� t A es • 41 cu'k IV S - Phone c/ 7 Detailed description of work: p 1697 I�VON Work Class: New (V/'Addition (,) ( Repair {) Demo { ) Other ( ) Work Type: interior ( Exterior ( LVBoth (� oes an EHU exist at this location: Yes ( ) No ( Type of Bldg.: Single - family ( ) Two -famll Multi - family ( Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: o. f ccommodation Units in this building: No/T a of Fireplaces Existin Gas Pellet fiances :; o V ood Wood Burnin No /T a of Fireplaces Proposed: Gag A liances Gas Los Wood/Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes ( No ( ) Does a Fire Sprinkler System Exist: Yes ( ) Nc ""t '► «,� ** * *, ... * **"�.*" ****FOR OFFICE USE ONLY******************** . ***** m **** m * fi �F•\cdev� RMS\Pe LuO Buflding#, , '. ng._pe� 21 .DOC E E i t" a 7' Page VA 1 62 O Z T,6 COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materialsl December 18, 2009 Job Name: Spray Applied Fireproofing Testing Final Letter, Lion Square Lodge Renovations, Vail, Colorado Job Number: 09 -6534 J.L. Viele Construction, Inc 1000 South Frontage Road West, Suite 202 Vail, Colorado 81657 Attn: Mr. Tony Faulhaber As requested, Ground Engineering provided testing on a part time basis, at times scheduled by the contractor for fro Spray applied fireproofing between May 1, 2009 and August 1, 2009. We performed thickness, density and adhesion tests on fireproofing sprayed by Gallegos Corporation at various locations. Based on the test results to'date, field observations, RFI's and other project documentation received from the design team, it is our opinion that the materials placed for, structural concrete, reinforcing steel and structural steel for the building areas referenced above and in our summary reports are in general accordance with project plans and specifications. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and /or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over the Contractor's work. We were not responsible for the Contractor's means, methods, procedures, techniques, or sequences of construction, nor responsible for Contractor to carry out the work in accordance with the contract documents. If you have any questions regarding this letter, please contact this office. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Michael K. Wariner, P.E. 39422 2 • •• A1. Town of Vail OFFICE OPY ROUN ENGINEERING CONSULTANTS INC. IOTA Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524 -0720 Fax (970) 524 -0721 www.groundeng.com Office Locations: Englewood Commerce City Loveland Granby Gypsum Grand Junction T own o aec OFFICE COPY pJ�IL. C v a fMO� Architectural Engineering Consultants, Inc. Mechanical, Electrical, & Lighting Design Services An Office with LEED Accredited Professionals Mr. David Viele J.L. Viele Construction Company 1000 S. Frontage Road #202 Vail, CO 81657 Reference: Lion Square Lodge North Building Mechanical, Plumbing & Electrical Dear David, To the best of my knowledge the Lion Square Lodge North mechanical, electrical and plumbing construction documen subsequent changes through the RFI and ASI contract exception of the punch lists. Stanton 0. Humphries, P.E. December 17, 2009 b0i t 0 G building has been built per the dated 23 May 2007 along with administration process with the 40801 US Hwy 6 & 24, Suite 214, Eagle -Vail, CO 81620 Post Office Box 8489, Avon, CO 81620 p: 970 - 748 -8520 f: 970 - 748 -8521 e: stan(&aec- vail.com w: www.aec - vail.com I . . } M E L I C K A S S O C I A T E S I N C iat 15 December 2009 Mr, David Viele J.L. Viele Construction Company 1000 S Frontage Road #202 Vail, CO 81657 RE: Lion Square Lodge North Building Dear David, To the best of my knowledge the Lion Square Lodge North building has been architecturally built per the construction documents dated 23 May 2007 along with subsequent changes through the RFI and ASI contract administration process with the exception of the punch lists. Sincerely, rl- V V� Chip Melick , MELICK ASSOCIATES, INC. Town of Vail 355 SOUTH TELLER STREET OFFI A R C H I T E C TU R E SUTETHREE HLR� SEVENTY I N T E R 1 O R 5 LAKEWOOD CO 80226 P L A N N I N G TEL 303.534.1930 WWW.MELICK.COM FAX 303.534. 1931 Koechlein Consulting Engineers, Inc. December 16, 2009 Tony Faulhaber J.L. Viele Construction 1000 S. Frontage Road West, Suite 202 Vail, CO 81657 Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE- Denver.com LAKEWOOD AVON /SILVERTHORNE GRAND JUNCTION (303) 989 -1223 (970) 949 -6009 (970) 241 -7700 (303) 989 -0204 FAX (970) 949 -9223 FAX (970) 241 -7783 FAX Subject: Summary of Construction Observation and Testing Services Proposed Additions - Lions Square North Building 660 West Lionshead Place Vail, Colorado Job No. 08 -033 As requested, we have reviewed our construction observation and testing reports prepared for the additions to Lions Square North Building located in Vail, Colorado. The purpose of this letter is to present a summary of our construction observation and testing services for the subject project. The following table presents the construction observation and testing services that our office provided and our conclusions with regard to these items meeting project specifications. Construction Observation and Testing Services Performed Compliant with Proiect Specifications 2.3 Foundations Excavation observation Yes Reinforcing Steel Placement Yes Masonry Reinforcement Yes Soils Compaction (Utility and foundation wall backfill Yes Concrete Testing Structural concrete, footings, walls, retaining walls Yes Notes: 1. Construction observation and testing services were performed from May 1, 2008 thru December 24, 2008. 2. Observations and tests are considered compliant when the information within the construction observation and testing report meets project specifications or when sufficient documentation has been provided to Koechlein Consulting Engineers, Inc. by the project team to negate the non - compliant observations and/or tests documented in the reports. 3. Compliant observations and tests are based strictly on the observations and tests performed at the locations indicated in the reports. Compliant observations and tests are only applicable for areas observed and tested as documented in the reports. It is possible that areas and construction items not observed or tested are not in compliance with project specifications. 4. The concrete cylinders cast on 10/10/08 for the footing at Gridlines G.0/8.0 failed to meet the required strength at 28 days. However, the concrete cylinder tested at 56 days did meet the required strength. Based on our limited observations, testing, and the information provided to us by the design and construction team, it is our opinion that the construction testing and observation items presented in the preceding table have been constructed substantially in compliance with the project plans and specifications for the additions to Lions Square - North Building. We appreciate the opportunity to provide this service. If we can be of further assistance, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. Scott B. Myers, P.E. Senior Engineer 3 copies sent Town of Vail 'P I " . • r INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303 -674 -7560 FAX 303 -674 -7560 September 1, 2009 J.L. Viele Construction Company 1000 S. Frontage Road Suite 202 Vail, CO 81657 Project: Lionsquare Lodge North Subject: Special Inspections of Structural Steel Welding and Bolting, Including Light Gage Framing, Welding and Pre -Cast Field Welded Connections ITIS has conducted a review of the inspection file for the referenced project, and finds all required inspections and tests complete. All outstanding conditions noted in the reports of record have been resolved either by rework, RFI or engineering solutions. All verifications of conformance of the corrective work are complete. It is, therefore, the opinion of this inspector that the precast, structural steel and welded light gage framing were constructed in accordance with the contract documents. I s mi President ICC #1138247 -85 ASNT Level III Retired QC -1 Town of Vail OFFICE ' SAFEbuilti., Client Project Address VAIL Lionsquare Lodge North Spatial Division Room # Floor 3 304 Requested Inspection Permit # Final Building B07 -0066 After Hours Inspection Form approved 118/10 Final Plumbing P08 -0116 rnrrartinnc RpnnirP& INSPECTION REPORT Date 1/9/2010 Contact Info Inspector Nick Chand Fail Comments Partial Pass Cancelled ❑ ❑ Final Building 4 ; 3v Final Plumbing I HAVE THIS DAY INSPECTED THE ABOVE DESCRIBED WORK AND HAVE LISTED ANY CODE DISCREPANCIES I HAVE DISCOVERED. ALL CODE DISCREPANCIES, WHETHER LISTED OR NOT, MUST BE CORRECTED, RE- INSPECTED, AND APPROVED BY AN AUTHORIZED INSPECTOR BEFORE THE WORK IS COVERED UP. PURSUANT TO UBC SECTION 108.1 AND IBC SECTION 109.1, APPROVAL AS A RESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OR A VIOLATION OF THE PROVISIONS OF THIS CODE OR OF OTHER ORDINANCES OF THE JURISDICTION_ Date: Inspector: Y SAFEbuilti.,,. INSPECTION REPORT Client Project Address Contact Info Comments VAIL Lionsquare Lodge North Spatial Division Room # Date Inspector Floor 4 401 12/29/,009 Nick Chand ss Cancelled Requested Inspection Permit # Pass Fail Partial P Final Building B07 -0066 ❑ ❑ ❑ Corrections Required: Final Building �`V /Ll -LC 4:<— I HAVE THIS DAY INSPECTED THE ABOVE DESC IBED WORK AND HAVE LISTED ANY CODE DISCREPANCIES I HAVE DISCOVERED. ALL CODE DISCREPANCIES, WHE HER LISTED OR NOT, MUST BE CORRECTED, RE- INSPECTED, AND APPROVED BY AN AUTHORIZED INSPECTOR BE ORE THE WORK IS COVERED UP PURSUANT TO UBC SECTION 108.1 AND IBC SECTION 109.1, APPROVAL AS A F ESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OR A VIOLATION OF THE PROVISION 3 OF THIS CODE OR OF OTHER O RDINANCES OF THE JURISDICTION Date: i / / Inspector: V INSPECTION REPORT Client Project Address VAIL Lionsquare Lodge North Spatial Division Room # Date Floor 3 302 12129/ Requested Inspection Permit # Final Building B07 -0066 Final Mechanical B07 -0066 Corrections Required: Contact Info Inspector 009 Nick Chand Pas Fail Partial Pass ❑ ❑ ❑ ❑ Comments Cancelled ❑ ❑ Final Building , , 4. Final Mechanical I HAVE THIS DAY INSPECTED THE ABOVE DESC DISCOVERED. ALL CODE DISCREPANCIES, WHE APPROVED BY AN AUTHORIZED INSPECTOR BEFORE 108.1 AND IBC SECTION 109.1, APPROVAL AS A F APPROVAL OR A VIOLATION OF THE PROVISION JURISDICTION. Date: 2 1 7, `1 �� Inspector: IBED WORK AND HAVE LISTED ANY HER LISTED OR NOT, MUST BE CORRECTED, THE WORK IS COVERED UP ESULT OF AN INSPECTION SHALL OF THIS CODE OR OF OTHER ORDINANCES �.. CODE DISCREPANCIES I HAVE RE INSPECTED, AND PURSUANT TO UBC SECTION NOT BE CONSTRUED TO BE AN OF THE SAFEbui1ti. IN PECTION REPORT Client Project Address VAIL Lionsquare Lodge North Spatial Division Room # Date Floor 3 301 12/29/,,009 Requested Inspection Permit # Final Building B07 -0066 Final Mechanical B07 -0066 Corrections Required: Contact Info Inspector Nick Chand Pass Fail Partial Pg cid, ❑ ❑ ❑ ❑ Comments ss Cancelled ❑ ❑ Final Building �> Final Mechanical I HAVE THIS DAY INSPECTED THE ABOVE DESCFIBED DISCOVERED. ALL CODE DISCREPANCIES, WHE APPROVED BY AN AUTHORIZED INSPECTOR BE 108.1 AND IBC SECTION 109. 1, APPROVAL AS A F APPROVAL OR A VIOLATION OF THE PROVISION JURISDICTION. Date: (Z/27/J7 Insp WORK AND HAVE LISTED A14Y HER LISTED OR NOT, MUST BE CORRECTED, ORE THE WORK IS COVERED UP ESULT OF AN INSPECTION SHALL OF THIS CODE OR OF OTHER ORDINANCES MC tor: — CODE DISCREPANCIES I HAVE RE- INSPECTED, AND PURSUANT TO UBC SECTION NOT BE CONSTRUED TO BE AN OF THE SAFEbuiltinc. INSPECTION REPORT Client Project Address VAIL Lionsquare Lodge North Spatial Division Room # Date Floor 2 201 12/29/,'009 Requested Inspection Permit # Final Building B07 -0066 Final Mechanical B07 -0066, Corrections Required: Contact info Inspector Nick Chand Pass Fail Partial P tss ❑ ❑ ❑ ❑ Comments Cancelled ❑ ❑ Final Building Final Mechanical I HAVE THIS DAY INSPECTED THE ABOVE DESC DISCOVERED. ALL CODE DISCREPANCIES, WHE APPROVED BY AN AUTHORIZED INSPECTOR BEFORE 108.1 AND IBC SECTION 109.1, APPROVAL AS A APPROVAL OR A VI O T JURISDICTION. IO OF THE PROVISION 2�, Date: �7 Inspector: IBED WORK AND HAVE LISTED A14Y FHER LISTED OR NOT, MUST BE CORRECTED, THE WORK IS COVERED UP ESULT OF AN INSPECTION SHALL OF THIS CODE OR OF OTHER ORDINANCES CODE DISCREPANCIES I HAVE RE- INSPECTED, AND PURSUANT TO UBC SECTION NOT BE CONSTRUED TO BEAN OF THE 12/28/2009 15:35 9704763423 1 JL VIELE CONSTRUCTIO PAGE 01 INSPECTION REQUEST Job Name: Contact Pe s bu inc. Phone #: _ COQ 1; R A V ; Inspection 1286 Chambers Aved P.O. Box 1618 Eagle, CO 1631 Address: Building Permit #_0 2OL- Plumbing Permit #: Type of Inspection: Type of Tn pection: Footing Un erground Foundation Gas Framing A V in sul ati on W..er Drywall Rol g11 -in Veneer /Latta Fill 11 Roof Final. _ ❑ Partial 0 Partial (AM)/ PM Notes/ Comments: i &w Mechanical Permit #: Type of Ins; Ventilatioi Heat Rough -in Snowmelt Filial a In ion& 970.328 -1790 Fax: 970. 328.1791 Electrical Permit: Type of Inspection: Underground Temp. Service Service Rough-in Final ❑ Partial C:lflocuments and Sodrigsltfaulbabetll oval ScongslTempormy Intemet Files1OLK9Wapect on ttequest Form (3).doc