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HomeMy WebLinkAboutB10-0189 SEBASTIAN HOTEL IMPAIRMENT PLAN Rear Vestibule 1. Rear Vestibule ; B10-0189 1.1. Project Information 1.1.1. Brief Description of scope; addition of new airlock doors 1.1.2. Impairment Coordinator 1.1.2.1. Scott Parks—primary Phone: 970-819-9002 sparks @vailplazahotel.com 1.1.2.2. Mike Oprish—secondary Phone: 970-477-8010 moprish @vailplazahotel.com 1.2. Timing 1.2.1. Start—December 16, 2010 1.2.2. Completion—December 24, 2010 1.3. Master Plan Location 1.3.1. Reference project as indicated on master plan 1.4. Increased Risk Inspection 1.4.1. Egress 1.4.1.1. See attached plan for temporary egress 1.4.2. Smoke detectors are installed and operational 1.4.3. Existing pull stations are not affected by this work. (see plan for locations) 1.4.4. Fire Protection Impacts 1.4.4.1. FDC's—no impact to existing FDC's 1.4.4.2. Sprinklers—Sprinklers are operational 1.4.4.3. Smoke Control—Approved December 16, 2010 1.5. Recommendations to Owner/Manager 1.5.1. Temp signage for egress doors 1.5.2. Copy of this impairment plan at the front desk. 1.5.3. Manage all construction via this impairment plan. 1.6. Fire Department notification 1.6.1. By copy of this letter/plan 1.7. Insurance Carrier,alarm company and Owner/Manager notification 1.7.1. Attached correspondence to this plan 1.8. Fire Protection Engineer Review 1.8.1. by copy of this impairment plan v E D DEC 17 2010 TOWN OF VAIL DRAWING KEY ns IMPAIRMENT PLAN KEY s=s TM)PAR1'IWO V OpAIPIMlIOM) q��sv�� � .. 1O TEIAPORARY E7Gf SKIN IOGJODNB O EXISTlW FIRE AINN RILL STATION TO RBAAN ACCESSIBLE �IyppAy.Rp�d 9TOYlb�® � ,�,noaasANs �a s O *VMVMNT RAN TO BE LT ONSRE AT THIS LOCATION FOR REFERENCE , OEXISTING EGRESS DOORS TO SE KIWCLEM OF DEBRIS AND CONSTRUCTION `--��/'�'��...:� '>..."::.. � VAIL 4 EQUIPMENT TO ALLOW FOR PROPER EGRESS N CASE OF EERGE,CY O �� PLAZA O5 FfEDR1NGU1&HtLOCATIONS -- Y - J HOTEL KEY PLAN BAR&LOBBY -- REMODEL VAIL, COLORADO DATE JUN DRAWN BY,BY: MRR CHECKED BY: I s f FINE ® VP BMhiSDSMq �. I.F.PER ISSUE: D • ISSUED FOR S CONSTRUCTION REVISIONS: n a I I I a ''1 aea SF, u 1m SF.PER OCO"NT `I s OCUNPANTs SM&F. 60 aF.PEtofLWANr 'I ,5 O3 no,xuPANTS 1 © O 12 , QT3i®S g ,a,az na,x CONSTRUCTION BARIUM WITH V18IXFH1 TENT TO 11 ''1 R R 1sm,IF. OONTANPROJECTOUSTANO PER 18 INOCOIPAMq OEIWB—�, lI� WOIH Q O INC" 1 R 4 15 8F.P@t OCCUPANT O '1 QOC,pIPAMB • Oa� NETYACCJg ' \VI C011111E1•w wFF 2r_� 817-- .1 B Al T `� ,I,auaArawaeeuTr pnocclvwne 1 11 ® O $31 S.F. - `1 108 S.F.PEI OCQiANT 1 1 11S000UPM,T111 1 (SEE IIA,2 FOR BAROCCUI`N O O a ..OHS) 4�D 1 1 1 i Map --- �1 PTStBCnAANT so , �J ,OOpIRANT. M iL C� o .I D 2olU U�AIIRRM�EW DEC 7 t PLM NTl TOWN OF VAILN A1 .1 B Ua,61m 000EAiSnET1U,iDaITUN December 9, 2010 Subject: Summary of Structural Steel Observations, Vail Plaza Hotel Improvements,Vail, Colorado Job Number: 10-6596 TOV Permit Number: B 10 0189 Vail Plaza Hotel 16 Vail Road Vail, Colorado 81657 Attn: Mr. Scott Parks, This letter summarizes the special inspections GROUND Engineering Consultants, Inc. (GROUND) performed during the construction of the Rear Vestibule at the Vail Plaza Hotel, located in Vail, Colorado. The observations were performed at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the Rear Vestibule were observed during construction by a certified welding inspector (CWI). These observations were completed on October 26, 2010 as scheduled by the Client, Contractor or Subcontractor. Based on our observations on this ISTF date and the documentation received from the Contractor, it is our opinion that the materials tested and/or observed for the structural steel addition were in general accordance with project plans, specifications, or applicable RFI's. :Lr The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evacuating 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 any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractors scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. o:R�G�Sr�o Sincerely, .E GROUND Engineering Consultants, Inc. A� Evan E. Kuhn Reviewed by Michael K. Wariner, P.E. RO1111t111 ENGINEERING CONSULTRNTS INC 101AAlrpark 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 79WN*V& FINAL REPORT OF SPECIAL INSPECTIONS Project: Vail Plaza Fotel Improveme-its Permit Number: B 10 0189 Project Location: 16 Vail Road; Rear Vestibule Owner Vail Plaza Fotei Address 16 Vai; Road City: Vail Zip: 81657 Design Professional In Charge:GROUNID Eagr Coasultaats, Izc. (Special Inspectors) Address-. PO Box 464; 101A Airpark Drive #9 City: Gypsum State: CO Zip: 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-mail: Mi.SeW @Grow-lde-iq.com To the best of my information, knowledge, and belief, the special inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be �= considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. RE Prepared by: CaO� G�s��. LT,pe or Print Name kv I >,X Signature ° Date Preparer's Seal and Signature Required -12- SEBASTIAN HOTEL - PROJECT INSPECTION SCHEDULE FRONT VESTIBULE faLo 1211412010 RESTROOMS �k-SV 'v4�2 2/15/2010 Submit Ground Eng-Special Insp 12/10/2010 Mechanical Rough 12/13/2010 Framing Inspection 12/13/2010 Complete Fan duct install 12/13/2010 Open up 4 areas 12/13/2010 Mechanical Final 12/14/2010 Get Electrical Rough/Final 12/7/2010 Electrical Final 12/14/2010 Receive Planning/DRB Final 12/6/2010 Plumbing Final 12/14/2010 Bldg Final 12/14/2010 Fire Protection Needed? 12/10/2010 Fire Alarm Final 12/13/2010 FIREPLACE 03162 12/9/2010 Bldg Final 12/15/2010 Submit Ground Eng Report 12/10/2010 ,�Sw-0�(d Elec Final 12/14/2010 SKI VALET BRIDGE Pr 12/14/2010 Plumb Final 1211012010 Submit Ground Eng Special Insp 12/10/2010 Bldg Final 12/9/2010 Planning/DRB Inspection 12/15/2010 Fire Final 12/16/2010 LIBRARY 03 b( 12/15/2010 Bldg Final 12/14/2010 Electrical Final 12/2/2010 ( �Q -DYi ( Sprinkler Final 12/8/2010 REAR VESTIBULE 12/17/2010 Fire Alarm Final 12/14/2010 Install Doors 12/9/2010 Change Atrium Heats to Smokes 12/15/2010 Tie doors into FA Panel Bldg Final 12/15/2010 Insulation Inspection 12/14/2010 Sheetrock Inspection 12/15/2010 FROST BAR 12/17/2010 Special Inspection 12/14/2010 Submit Ground Eng Report 12/10/2010 Planning/DRB Inspection 12/16/2010 Sheetrock Inspection 12/13/2010 Electrical Final 12/14/2010 Complete ALL fire stopping 12/10/2010 Mechanical Final 12/14/2010 Mechanical Final 12/14/2010 FA Final 12/15/2010 Electrical Final 12/16/2010 Sprinkler Final 12/15/2010 Plumbing Final 12/14/2010 Bldg Final 12/17/2010 Sprinkler Final 12/14/2010 Fire Alarm Final 12/15/2010 BLOCK 16 f(&�- (U 12/17/2010 Change Heats to smokes 12/15/2010 Framing Inspection 12/8/2010 Smoke Control Final 12/16/2010 Wine Tower Submittal 12/10/2010 Bldg Final 12/17/2010 Mech Rough/Final 12/16/2010 Electrical Final 12/16/2010 SMOKE CONTROL PR-5 i0 _ 6`-� 12/16/2010 Plumbing Rough 12/13/2010 Atrium Curtain Doors Tied into FA Pi 12/10/2010 Plumbing Final 12/15/2010 Rear Vestibule Doors installed 12/13/2010 Sprinkler Final 12/15/2010 RV Doors tied into FA Panel 12/14/2010 Fire Alarm Final 12/15/2010 Change Heats to Smokes 12/10/2010 Bldg Final 12/17/2010 Internal Testing 12/14/2010 TOV Test 12/16/2010 BLACK TIE 1)FS Bldg Permt Submit 12/10/2010 Elec Final Bldg Final rev 1 addresc PO Box io61 Avon, CO 8162o � phone 970.331.1732 0 TRANSMITTAL email info@gouldingadvisors.com web www.gouldingadvisors.com A D V 1 5 0 R PROJECT: S i=.G�l�� � �� PROJECT NO. REFERENCE NO: DATE: TO: j O (�C>�L�=,cJ(� CGS IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: IF CHECKED BELOW,PLEASE: ( )ACKNOWLEDGE RECEIPT OF ENCLOSURES ( )RETURN ENCLOSURES TO US. WE TRANSMIT: X HEREWITH ( ) IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: APPROVAL ( ) DISTRIBUTION TO PARTIES ( ) INFORMATION ( ) REVIEW&COMMENT RECORDS USE ( ) THE FOLLOWING: ( ) DRAWINGS ( ) SHOP DRAWING PRINTS ( ) PRODUCT INFO ( ) SPECIFICATIONS ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES ( ) CHANGE ORDER 44 SpCC��LSP�� �dNS COPIES DATE REV.NO. DESCRIPTION ACTION CODE If_ I.to LS 10 — cr L.-r m [ /z.1.to 7310 61159, e5­1 if L- V— [ IL•4,ro 'l3!v -C, IgT 3, GXpV•-c> e�'-(r r /Z.4./o ./o C9 ( t Z .4.10 19/v - 02 SG �3,/o C3lU 6-e-q 4 r,¢ou.r� TJ 4 /77t-- Nei ST/.r'IJ�D [ I Z.. /O.r o Ma - o ZIrj, r- REMARKS: COPIES TO: WITH ENCLOSURE(S) D v Master File ( ) DEC BY:Todd Goulding O DE 1 Q 2010 Goulding Development Advisors TOWN OF VAIL FDECn/7 (� December 9, 2010 I �J L� Subject: Summary of Structural Steel Observations, � ? Vail Plaza Hotel Improvements, Vail, Colorado TOWN OF VAIL Job Number: 10-6596 TOV Permit Number: B 10 0189 Vail Plaza Hotel 16 Vail Road Vail, Colorado 81657 Attn: Mr. Scott Parks, This letter summarizes the special inspections GROUND Engineering Consultants, Inc. (GROUND) performed during the construction of the Rear Vestibule at the Vail Plaza Hotel, located in Vail, Colorado. The observations were performed at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the Rear Vestibule were observed during construction by a certified welding inspector (CWI). These observations were completed on October 26, 2010 as scheduled by the Client, Contractor or Subcontractor. Based on our observations on this date and the documentation received from the Contractor, it is our opinion that the materials tested and/or observed for the structural steel addition were in general accordance with project plans, specifications, or applicable RFI's. 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 any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. Q sOrvM� Evan E. Kuhn Reviewed by Michael K. Wariner, P.E. I GIR13UNIO ENGINEERING CONSULTRNTS, INC. 101A 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 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN O WAIL ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT COMM BUILD PERMT Permit #: B10-0189 Project #: Job Address: 16 VAIL RD VAIL Status. . ISSUED Location......: VAIL PLAZA HOTEL Applied . . : 07/22/2010 Parcel No....: 210108285053 Issued... : 09122/2010 Expires. 03/21/2011 OWNER FERRUCO VAIL VENTURES LLC 07/22/2010 701 BRICKELL AVE STE 2550 MIAMI FL 33131 APPLICANT FERRUCO VAIL VENTURES, LLC 07/22/2010 Phone:970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B CONTRACTOR FERRUCO VAIL VENTURES, LLC 07/22/2010 Phone:970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B Description: ADD AIR LOCK TO SOUTH VESTIBULE, INCLUDE NEW DOORS Occupancy: mixed Valuation: $70,000.00 Type Construction:16 Total Sq Ft Added: 105 ................................... ............................ .. ........... FEE SUMMARY ..............,...............,..,.x.,................, , ..................... Building Permit Fee------> $783.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $2,712.19 Plan Check--------------------> $509.44 Use Tax Fee---------------------> $1,200.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $2,712.19 Investigation-----------------> $0.00 Recreation Fee-----------------> $105.00 Payments------------------------------> $2,712.19 Total Calculated Fees--------> $2,712.19 BALANCE DUE-----------------------> $0.00 DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the informatior 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 oning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS R 1 HALL B TW -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00AM-4 OP Signature of Owner or on a Date Print Name b Id_a It_co n st ru ct i o n_pe rm it_041908 xxxxxxxxxxxxxxxxx+xxxxxx+xxxx+x+xxxxx+xxx+xxxxxxx+x+x++x++++xx+++++xxx++++xxxxxxxxxxxxxxx+xx+x++x++++x++++++x+++x++++xx+xxxxxxxxxxxxxx+x++x++++++++++xxxxxxxxxxxxxx+++++++++x++xxxxxx APPROVALS Permit#: B10-0189 as of 11-10-2010 Status: ISSUED x+x x+xxx+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++xxxxxxxxxxxxxxx+x x x x++++++++++++++++++++++++++++++x x x x x x x x x x x x x x x x x x x+++++++++++++++x++xxxxxxxxxxx+x x+++++++++++++ Item: 05100 BUILDING DEPARTMENT 08/13/2010 cg Action: CR comments sent to applicant. see laserfische 09/09/2010 CG Action: AP 11/05/2010 cg Action: AP APPROVED REVISION DRAINAGE SHEET Item: 05400 PLANNING DEPARTMENT 08/03/2010 Warren Action: AP 09/02/2010 Warren Action: AP Revisions dated recieved on August 27, 2010 are approved by planning. Item: 05600 FIRE DEPARTMENT 08/09/2010 mcgee Action: DN See Conditions. Installation of vestibule may not start until smoke control system has been revised. No net reduction in makeup air is allowed until smoke control revisions are complete. 09/22/2010 McGee Action: AP Item: 05500 PUBLIC WORKS 08/05/2010 salli Action: AP ++xxxxxxx+xxxxxxxx+xx++x++++++++++++++x++++++++++xx+x+++++x++++x+x+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+x+xx+x+++xxx+++xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxx++++xxx+++ See the Conditions section of this Document for any that may apply. b I d_a It_co n st r u ct i o n_p a rm i t_0419 08 +++k+#++++++++#k**#k#kkkkkk++++++k++*+k*##k###kkkkk+k++*k+*+*++*+#*k#k#kkkkkkkkkkkk++++++k+***##**##kkkkkk#kk#kkkk++++++++++++*+*++k++kk***#**k***k#kk##kkkkkkkkkkkkkkkkkkkkk#*kk+k++ CONDITIONS OF APPROVAL Permit#: B10-0189 as of 11-10-2010 Status: ISSUED ##k##kkk kkk*###k*++++++++kk+###k##kkkkkkk+++*+****+*k#kkkkkkkkkkkk*+++*++++++++*******k*kkkkkkk*+++*+*+**+#*#kkk*****k*####kkkkk*kk+k++*+++++*++*++++++++*++++*#+++k+*kkk***k*k+***## Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0011561 Complete fire protection smoke control revisions to front and back lobby prior to starting work on doors. No reduction in makeup air is allowed. b Id—a It_co n st r u ct i o n_pe rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R100001815 Amount: $110.00 11/10/201011:53 AM Payment Method:Credit Crd Init: SAB Notation: VISA-WILLIAM GOULDING ----------------------------------------------------------------------------- Permit No: B10-0189 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-8505-3 Site Address: 16 VAIL RD VAIL Location: VAIL PLAZA HOTEL Total Fees: $2,712.19 This Payment: $110.00 Total ALL Pmts: $2,712.19 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- :ERNA,-.... 2 6 ....... Department of for fflizi e�elo menu' tY.. .gip P �: r e�P South Frontage Pei Rocl, c t F� �Y . , K VaIJ Qlora Q� ONC. ' 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. I Permit#(s)information applies to: Attention: ( evisions Q ( ) Response to Correction Letter _ )O 1 V� Cu us S G. _attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: Description/List of Changes: (,(Number) (Street) (Suite#) REV ISEM l )V 11. A_A a i Building/Complex Name: Contact Information: Company: L�� �(=,r, �ELD�('t1�y'T ADV; Company Address: N 601 Wo I City: AvD State: C_0 Zip: 81('0Qr)— Contact Name: Contact Phone: E-Mail Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) Building: $ (use additional sheet if necessary) Plumbing: $ Date Received: Electrical: $ 1'Mechanical: $ I Total: $ O1-Jan-10 address PO Box 1o61 Avon, CO 81620 D phone 970.331.1732 email info@gouldingadvisors.com OCT2 0 2010 web www.gouldingadvisors.com development A D V I S O R S TOWN OF VAIL TRANSMITTAL PROJECT: Veil Plaza Hotel PROJECT NO. REFERENCE NO: DATE: T��D TO: IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: IF CHECKED BELOW,PLEASE: ( )ACKNOWLEDGE RECEIPT OF ENCLOSURES ( )RETURN ENCLOSURES TO US. WE TRANSMIT: ()4 HEREWITH ( ) IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: ( ) APPROVAL ( ) DISTRIBUTION TO PARTIES { ) INFORMATION ( ) REVIEW&COMMENT ( ) RECORDS ( ) USE ( ) THE FOLLOWING: ( ) DRAWINGS ( ) SHOP DRAWING PRINTS ( ) PRODUCT INFO ( ) SPECIFICATIONS ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES ( ) CHANGE ORDER ( ) COPIES DATE REV.NO. DESCRIPTION ACTION CODE REMARKS: 71-071— (t- COPIES TO: WITH ENCLOSURE(S) Master File ( ) ( ) BY:Todd Goulding Goulding Development Advisors 1. CREATE SUBTLE L L FLOWLINE 6" AWAY 'j FROM BUILDING J DIRECT--FLOW--TO _ 71 L, PEDMAT DRAIN _ _: 6'0 \ 11% N 1% Do f 6'0 1% 9 CREATE SUBTLE FLOWLINE 6" AWAY FROM BUILDING DIRECT FLOW TO TRENCH DRAIN 60� �I? S9 ` 1 i I F OO THRESHOLD '• 1 CREATE SUBTLE -` 6" ARE- DRAIN —F LO WLINE 6" AWAY UNDER PEDMAT FROM BUILDING - ` DIRECT FLOW TO EXISTING DRAIN I v�o 3'• `° P� CCU . .�0 FLOW 2% MAX C!. O10 ro0A.D O,1 THRESHOLD, r3 44" ANDING N EXISTING DRAIN �l FLOW r 2% MAX f— N i U 1 6��3 2q Mq X GRADE BREAK 60,9 — — -- — 60 79 MATCH EXISTING GRADE 5% MAX INSTALL NEW TRENCH DRAIN DRAWN: LN DESIGNED BY: LAi REVIEWED: PLC JOB* 1290, DATE 10-14-1 OCT 2 0 2010 TOWN OF VAIL r _ &4 di o its- f - coo a`�yiYY Ni1YW,Vtl v L two 32753 ` 9og®�. Vgy�a^A'^ 3h•� SCALE 1" = 2' VAIL PLAZA HOTEL o REAR VESTIBULE ADDITION NO TE: THIS PERMIT MUS T BE POS TED ON JOBSITE A T ALL TIMES TOWN00HO Town of Vail, Community Development, 75 South Frontage Road,Vail,Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT COMM BUILD PERMT Permit #: BI 0-0189 Project #: W_10_03 Job Address: 16 VAIL RD VAIL Status. . ISSUED Location...... VAIL PLAZA HOTEL Applied . . 07/22/2010 Parcel No.... 210108285053 Issued. 09/22/2010 Expires. 03/21/2011 OWNER FERRUCO VAIL VENTURES LLC 07/22/2010 701 BRICKELL AVE STE 2550 MIAMI FL 33131 APPLICANT FERRUCO VAIL VENTURES, LLC 07/22/2010 Phone: 970-477-8110 16 VAIL ROAD VAIL CO 81657 -B License: 1038 CONTRACTOR FERRUCO VAIL VENTURES, LLC 07/22/2010 Phone:970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B Description: ADD AIR LOCK TO SOUTH VESTIBULE, INCLUDE NEW DOORS Occupancy: mixed Valuation: $70,000.00 Type Construction:113 Total Sq Ft Added: 105 FEE SUMMARY Building Permit Fee------> $783.75 Will Cal Fee—-----------—-----> $4.00 Total Calculated Fees---—-—-----> $2,602.19 Plan Check—----------------> $509.44 Use Tax Fee---------------------> $1,200.00 Additional Fees--------------> $0.00 Add'I Plan Check Hours- $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES—-—-----> $2,602.19 Investigation-­­-­ $0.00 Recreation Fee-----------> $105.00 Payments---- ----—-----> $2,602.19 Total Calculated Fees--------> $2,602.19 BALANCE DUE----> $0.00 DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to th:ettownsxoning and subdivisio odes,design review a ernational Building and Residential Codes and other ordinances of the Town to. applicable there S / REQUESTS R LL E NTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 0 8:00 AM-4- 0 .4 I/Tig4fure of Owr(er o or Date Print Name bld—alt—construction_permit-041908 t **YYYYY#Y##*##x****44444#!x#**Y*44444x##**#*1r*Ir**YY####****d*YYY**Y###Y*##****#******#####*!#####**4#4444*########***444444#####*#******Y**###Y#***!*##******YYY###***####*****4444## a APPROVALS Permit#: B10-0189 as of 09-22-2010 Status: ISSUED f Item: 05100 BUILDING DEPARTMENT 08/13/2010 cg Action: CR comments sent to applicant. see laserfische 09/09/2010 CG Action: AP t !: Item: 05400 PLANNING DEPARTMENT 08/03/2010 Warren Action: AP 09/02/2010 Warren Action: AP Revisions dated recieved on August 27, 2010 are approved by planning. Item: 05600 FIRE DEPARTMENT 08/09/2010 mcgee Action: DN See Conditions. Installation of vestibule may not start until smoke control system has been revised. No net reduction in makeup air is allowed until smoke control revisions are complete. 09/22/2010 McGee Action: AP i Item: 05500 PUBLIC WORKS 08/05/2010 salli Action: AP See the Conditions section of this Document for any that may apply. F A t 4- g4 k i' S E 3 bld_alt construction_permit_041908 CONDITIONS OF APPROVAL E Permit#: B10-0189 as of 09-22-2010 Status: ISSUED k, x Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE I COMPLIANCE. Cond: CON0011561 Complete fire protection smoke control revisions to front and back lobby prior to starting work on doors. f No reduction in makeup air is allowed. r ( ( i { ar ( I b Id_a It_co n s t r u ct i o n_pe rm it_041908 i t ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R100001382 Amount: $2, 602 .19 09/22/201001:58 PM Payment Method:Credit Crd Init: LC Notation: CREDIT CARD FROM WILLIAM T. GOULDING Permit No: B10-0189 Type: ADD/ALT COMM BUILD PERMT x Parcel No: 2101-082-8505-3 Site Address: 16 VAIL RD VAIL Location: VAIL PLAZA HOTEL Total Fees: $2,602.19 r` This Payment: $2,602.19 Total ALL Pmts: $2, 602.19 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 783 .75 PF 00100003112300 PLAN CHECK FEES 509.44 RF 11100003112700 RECREATION FEES 105.00 UT 11000003106000 USE TAX 4% 1,200.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 f i iuthrntage �. r f k s �II x uT y $' . cai - y BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: Office Use: 16 Vail Rd. Project#: (Number) (Street) (Suite#) DRB#: Building/Complex Name: Vail Plaza Hotel Building Permi Contractor Information: Lot#: Blo division: Company: Ferrucco Vail Ventures L.L.C. Company Address: 16 Vail Rd. Detailed Scope and Location of Work: Add a airlock to the City: Vail State: Co Zip:81657 existing south vestibule. This will include new doors. Contact Name: Scott Parks Contact Phone: (970)819-9002 E-Mail sparks @vailplazahotel.com (use additional sheet if necessary) 1038-B Work Class: Town of Vail Contractor Registration No.: New( ) Addition( ) Remodel(ki Repair( ) Other( ) X Work Type Contractor Signature(required) Interior( ) Exterioro< Both K Property Information Type of Building: Parcel#: 210108285053 Single-Family( ) Duplex( ) Multi-Family( ) (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or ��r visit www.eaglecounty.us/patie) Commercial l�V Other( ) Tenant Name: Does a Fire Alarm Exist? Yes(X" No( ) Owner Name: Ferrucco Vail Ventures L.L.C. Monitored Alarm? Yes(X No( ) Does a Sprinkler System Exist? Yes(K No( ) Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances +✓b L Gas Log Wood/Pellet Wood Burning Building: $ 56, ocL"y� e10 #&Type of Proposed Fireplaces: Gas Appliances Plumbing: $ ; Ctv Gas Log Wood/Pellet Wood Burning Electrical: $ '-5 e,C) an Mechanical: (including fireplace) $ 5co JRece1v (� oa Total: $ LE M 2010 JUL 2 OFA ay-10 TOWN OF VAIL Vail, Colorado Denver, Colorado Frisco, Colorado August 26, 2010 Monroe & Newell Engineers, Inc. Verruco Vail Ventures LLC 16 Vail Road Vail, CO 81657 Attn.: Mr. Mark Norris Re: Rear Vestibule Addition at Vail Plaza Hotel, Building Permit#B10-189, Vail,Eagle County, Colorado (M&N#8194) Gentlemen: Monroe & Newell Engineers, Inc. have reviewed the Building Department Review Comments for the rear vestibule addition at the Vail Plaza Hotel project, dated August 13, 2010. The following are our responses to the structural items: 1. Item 4: The special Inspection Packet has been signed and reviewed by our office. 2. Item 5: See the revised sheets S2.0 and S4.0 that show sections 1/S2.0 and 1/S4.0. These sections indicate the detailing requirements for the columns. Our responses to the project review comments should answer the structural items. If any questions remain, please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. Hannes Spaeh, P.E. 0.- Principal 25799 y ...... .• www.monroe-newe11.com 70 Benchmark Road • Suite 204 . Y.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avon@monroe-newell.com Job Name: vl4 L- 1PL ®RO Job Address:Z�IDWN Permit No.: _f�'" i O - b�� SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Spacial Inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Town of Vail for review and approval.(Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre-construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the Building I pector's review prior to final inspection. Acknowledgeme Owner: S ure Print Name Da ' J 6�D Special Inspectio �'* Agency: Sign I to rb Print Name Date Project Arch/En _ ttM �5� Na.1eu_ 28 (C Signa Print Name ate Contractor: � - SC,6T arm 0427#0 Signature Print Name Date -3- i *VA1 TOWN SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) Project Name: � 14-494 Permit# C)� Owner's Name:�� Testing InspeM ature P N me .^�''tt Agency: 4 l 14 ( ) Testing Inspection � Signature Print Name Date Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below,to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: UNDERPINNING: Tensile&Bend,one set per heat per tons Temporary/Permanent .� Inspection of Placement Inspection of Steel Fabrication Inspection of Welding Inspection of Reinforcing&Forms Epoxy Inspection of Concrete Placement Inspection of Tiebacks MASONRY: Prelim.Acceptance Tests(Masonry Units,Wall Prisms) SOIL NAILS: Subsequent Tests(Mortar,Grout,Field Wall Prisms) Temporary Shoring Inspection of Placement and Grouting Permanent Wall CONCRETE,.SHOTCRETE GROUT AND MORTAR: STRUCTURAL STEEL: Concrete Shot Grout Mortar u Sample&Test(List specific members below) Aggregate tests for design Shop Identification&Welling Inspection Suitability of aggregates Shop Ultrasonic Inspection /LC Wx Designs Shop Radiography fr Test Panel 5��/.. Field Welding Inspection Batch Plant inspection Field Bolting Inspection Cement Grab Sample Field Ultrasonic Inspection Inspect Placing Field Radiography Compression Tests Metal Deck Welding Inspection Cast Specimens FIREPROOFING: Pick-up Samples Inspection&Placement Shrinkage Bars Yield Check SOILS: Air Check Acceptance Tests Dry Unit Weight Moisture-Density Determination PRECAST CONCRETE: Field Density Reinforcing Tests Drilled Piers Inspection of Reinforcing Placement Deep Foundation Tendon Tests Inspection of Tendon Placement STRUCTURAL WOOD: Inspection of Concrete Placement Inspection of Fabrication Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachment&Inserts Sample&Test Components Compression Tests Inspection of Glu Lam Fabrication Inspection of Stressingfrransfer SMOKE CONTROL: PILING,CAISSONS,CAPS,TIES: Inspection of Reinforcing Placement SPECIAL CASES: Inspection of Concrete Placement Inspection of Concrete Belching SPECIAL INSPECTION: Seismic Resistance Specify other tests,inspections or special instructions required. Wind Requirements -4- August 27, 2010 Chris Gunion, LEED AP ICC Plans Examiner Department of Community Development 5 South Frontage Road Vail, CO 81657 RE: Permit Application# B10-o189 16 Vail Road Dear Chris, Please find below our responses to you Building Department Comments for the Vail Plaza Rear Vestibule Addition. Building Department Comments: 1 Revise plans to include complete construction details for 1 hour fire resistive columns, beams and roof assembly. Include UL or other fire resistive listing detail. The UL F906 referenced does not appear to be applicable. IBC table 601 We are planning on using intumescent paint for fire protection of the structural steel. Here are is a list of the UL listings and ITS (Intertek Testing Services/Warnock Hersey) listings for our primary structural members: HSS 4x4x114"Column— UL#X673 HSS 6x4318"Beam— ITS#AD/CA 90-02 HSS 14x6x1/4"Beam— UL#X673 See attached AID FireFilm l/I documentation. As for the roof assembly, I have attached a new detail(21A5.1 Typical Roof Assembly) that is based on UL Design#P510 for a 1-hour rating. See attached UL Listing P510. 2 Include wall, and roof sections showing insulation R-values at exterior walls and roof per 2009 I ECC See drawing sheets A5.1 &A5.2 for typical wall and roof assemblies and typical roof edge detail. These details are based on the existing building drawings and it is our Ferrucco Vail Ventures LLC 16 Vail Road Vail,CO&6S7 intention to match existing conditions. Wall assembly to include batt insulation of R- 19 (6"stud cavity)plus two layers of gypsum board(one on each side) which creates a total of R-20.4. Roof assembly to include R-38 batts in structural cavity in addition to rigid insulation (R-6 per inch) above gypsum board sheathing. Per existing drawings, rigid insulation is 4"thick for an additional R-24. That makes the total R-value of the roof assembly at R-62. 3 Show class A roof covering per Town of Vail ordinance at new Roof covering to be standing seam copper. Per IBC 1505.2, exception 2, copper sheets classify as a Class A covering. See details 21A5.1 & 1/A5.2. 4 Complete the attached Town of Vail special inspection packet for structural steel and welding inspection. The Town of Vail special inspection packet for structural steel and welding inspection has been completed and is attached. 5 Include connection detail for HSS columns to new foundation and HSS column to beams Connection details have been included for the requested conditions. See attached drawings 1/S2.0 & 1/S4.0. If you have an additional questions or comments, please let me know. 1 Best Re rds, 4 Mark Ru' o f, AIA Senior Arc i ect Timbers Re its Ferrucco Vail Ventures LLC 16 Vail Road Vail,CO 8657 ' - NK PROJECT INFORMATION ARCHITECTURAL SYMBOLS PROJECT DESCRIPTION �tll�ti BUILDING SECTION OR ELEVATION p p/1 THE SCOPE OF THIS PROJECT INCLUDES THE ADD111ON REFERENCE DRAWING NUMBER 33 S 0 RT S OF 105 S.F. TO CREAT AN AIRLOCK AT THE EXISTING SOUTHEAST LOBBY EXIT AT THE VAIL PLAZA HOTEL 201 Main Street�Ste 102 cl e REVISION PHYSICAL ADDRESS: 3 REFERENCE 16 VAIL ROAD PROJECT � %�o % %"oi�iii/�/•iii//iiaaji/ii�'�>-::/ / '. NORTHARROW REFERENCE DRAWING NUMBER Vail • • F-1 MODERATE HAZARD INDUSTRIAL A-2 ASSEMBLY(FOOD&BEVERAGE) B BUSINESS R-1 RESIDENTIAL(HOTELS) LEVELLINE COPY R-2 RESIDENTIAL(TIME SHARE) DASH AND DOT LINE FOR CENTER LIMENI PROJECTED LINES WINDOW DASH AND DOUBLE DOT LINE FOR PROPERTY LINES, TYPE OF CONSTRUCTION: I-B TYPE ALLOWABLE AREA: UNLIMITED BOUNDARY LINES i' •o ii r TOTAL BUILDING O NOTE DASHED HIDDEN LINES VESTIBULE ADDITION .5 S.F. REFERENCE (ABOVE OR • TOTAL PRPOSED AREA., 319,467 S.F. i _ ••• • : • I BUILDING CODE USED: 2009 IBC SUB LETTERS ARE USED) _Av_ �� • ACCESSIBILITY CODE .• o� • q INDEX SHEET A1.0 COVER SHEET C1 PROPOSED SITE PLAN C2 DETAILS ARCHrrECrURAL A3.1 FLOOR PLAN uj A3.2 ROOF PLAN A4'1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS STRUCTURAL S1.0 GENERALNOTES S2_0 LEVEL 160 FRAMING PLAN S3'0 LEVEL 170 FRAMING PLAN S4.0 ROOF FRAMING PLAN S.5.0 DETAILS uj S6.0 DETAILS > ELECTRICAL E1.0 ELECTRICAL SCHEDULES&1-LINE DIAGRAM El'1 ELECTRICAL ENERGY CODE CALCULATIONS E2.0 ELECTR:CAL PANEL SCHEDULES < E3.0 ELECTS!CAL POWER PLAN uj e e • .. .. FIRE-RESISTANCE CONSTRUCTION - . l • TYPE I-B CONSTRUCTION(TABLE 601;IBC 2009) RINWER CONTRACTOR VAIL PLAZA , PRIMARY STRUCTURAL FRAME 1 HR.(REDUCED BECAUSE AILROAD 16 VAIL ROAD AV HOTEL SUPPORTING ROOF ONLY) "CO 81657 VAIL CO 81657 EXTERIOR 2 HR. jF INTERIOR 2 HR. ,�RCHITZCT STRUCTURAL ENGINEER NON-BEARING WALLS&PARTITIONS 1 HR.(BASED ON 1,V-T MIN, T114BERS RESORTS P.O.BOX 1597 EXTrRIOR FIRE SEPARATION DISTANCE) 20�MAIN STREET,surm 70 BENCHMARK ROAD,SUITE 2N A1 . 0 Cj�,RBONOALE,CO 81623 AVON.CC 81620 FLOOR CONSTRUCTION&SECONDARY MEMBERS 2 HR. 7 A NTACT HANNES SPAEHI ROOF CONSTRUCTION I SECONDARY MEMBERS 1 HR, ELEORICAL ENGINEER CWL ENGINEER ALPINE ENGINEERING INC. GR I IGHT ENGINEERING 259 CONTINENTAL COURT ST 29TH AVE BRECKENRIDGE CO BM4 «: . • • ,� e . ..� • , � .: . • • . • . ,. ..« • . . • . T 303-!,;5-2D84 CONTACT.JIM MCNEIL i 11 �� INSTALL 8"x4" TEE-CONNECT TO z g SLATE TILES (TYP) INSTALL NEW PEDMAT EXISTING 8" PVC GRAVITY LINE � z Lip CAP END OF 4" PVC zl il INSTALL NEW 8" _ AREA DRAIN CORE DRILL FOR 4" PVC C3� UNDER PEDMAT (8160.00) INSTALL NEW 8" AREA DRAIN GRATE ELEV=8159.75 _ - _--- U 160.00 a NEW ,. r J VESTIBULE , A,' z 9159.80 n 4' PVC a EXISTING TRENCH 6160:00 DRAIN TO BE ABANDON ED IN—PLACE IA IA IL a\ J O k f ' > xy r; ��6 , -- __ I a a a B160-00 CONNECT TO EXISTING DISCHARGE LINE 0�2 160.00 M. N 9.9 cli 2 / e9ps • . Ys Q O 7 i plp�y NOTES: � k � - �21►r1i3N1� - m 1. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL Q op k o NOTIFY THE ENGINEER SO THAT HE MAY BE ON—SITE N k s ui TO WITNESS THE CONSTRUCTION. _ 2. TOPOGRAPHIC INFORMATION IN THE AREA HAS NOT / OD t :\ \ BEEN FIELD VERIFIED. PRIOR TO CONSTRUCTION THE 6$ o CONTRACTOR WILL BE REQUIRED TO VERIFY ALL LIZ ELEVATIONS AND EXISTING UTILITIES. A CIV w 3. CONTRACTOR IS ADVISED THAT EXISTING UTILITIES, BEYOND WHAT ARE SHOWN ARE EXISTING, INCLUDING w N w IRRIGATION LINES, WATER AND ELECTRIC LINES. INSTALL NEW 6" ,`s�9 LEGEND SCALE: 1" = 2' a CONTRACTOR IS ADVISED TO LOCATE UTILITIES PRIOR =�' = m ❑ TO EXCAVATION. TRENCH DRAIN W W ❑ 1 — — PROPERTY LINE WITH 4" THROAT ° U V 3 4. WHERE CORE DRILLING TAKES PLACE, CONTRACTOR WILL Z(EX) EXISTING o o o a BE REQUIRED TO FILL ANNULAR SPACE WITH NON—SHRINK GROUT. `� f f +(8160) EXISTING SPOT ELEVATION N 5. 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SECTION A-A ......... ............................... SECTION B-B BEYOND o o ... . ... ...... ...... . ..__ ... . ........... . ...1111. ........ ..... N.T Q .... .... _ .... _ N.T.S N ...1111... .. .. ........ 1111. ....... 1111...........1111.............. .... .... .. ........_. .._.... .............._ ._-........................................................... 1111.. ... _... ._....... ........... ........ ....................... ............ .......1111 1111 1111.. .. 111......._......................._.......................... .................... ........... ....................................... 1111... .............. ......... .................... ............ ca a .................................... ........... .1 ...1...11 ..... ... ...... ...111..1. .............................. .... .................................................111 .....1 ........ .__ . . ......, . 1111. ..........111 ..........1 ..................... . .... .... ............................................................. ... .. ..... ...............111 .... .1111 ..... ... ..... ............. a _.._. _.............. _1111 1111... 1111. 1111 .................... 201 Main Street,Ste 203 p:970.963.4626 F.970.963.4616 uvv.timbenresormcotn -_-max•--. � ,. . 1 1 EGRESS THROUGH REAR LOBBY I ° FRONT LOBBY 103 1500 S.F. 15 S.F. PER OCCUPANT __ o Q r- 100 OCCUPANTS i i N > 535 OCCUPANTS FROM I I _ I 00 ADJACENT SPACES L J 2 A4.1 FIB NFLOOR PA EL.+160'-0 I KEY PLAN 317 a - PLAN NOTES. 7 ——— 1.ALL NEW DOORS TO HAVE PANIC Z HARDWARE. O NEW INFILL WALL I - 2.ALL NEW DOORS TO HAVE TEMPERED REAR VESTIBULE BELOW EXIST. 'B GLAZING. 170 WINDOWS A4.1 \ _ 3. REMOVE EXIST. AUTOMATIC SLIDING Q dl 3A Dl O 1 B A4.3 FIREPROOFING NOTE w REMOVE E IST. \ - 1. NEW STRUCTURAL MEMBERS TO BE J WINDOW PROTECTED BY 1 HR. FIRE-RESISTANCE Lu RATING. m 2. FIRE-RESISTANCE RATING TO BE MET — _ OF EDGE WITH THE USE OF INTUMESCENT PAINT. NEW EXT. W — — — — — — — — ABOVE i THE DESIGN LISTINGS ARE AS FOLLOWS: V) 1 0 0 1. HSS 4X4X4"COLUMN -UL#X673 NEW STONE 2. HSS 6X4,$" BEAM -ITS#AD/CA 90-02 VENEER s o s-ter TERI R 3. THE ROOF ASSEMBLY B SHALL COMPLY WITH UL DESIGN# P510 FOR A 1-HOUR W FRAME DIM. �g RATING w 1 of m v+ i VAIL PLAZA �OF CO(Q� 0 � Aa2 PROPERTY LINE DRAWING KEY 2 HOTEL Z 0 t'? 0 z / 3� OCCUPANT LOAD Q /� >� � A3 . 1 1 12 , OP PANIC HARDWARE PROVIDED ON �j DOOR PER IBC 1008.1.10 FLOOR PLAN � A REAR VESTIBULE PLAN 5!18/2010 1/4" = 1'-O" 1 1 SCALE=a"=1'-0" i 1 0 lrI 201 Main Street,Ste 202 p:970.963.4626£970.963.4616 wa .timbersresortsxc= AV air.$ a � Is .* KEY PLAN z NOT TO SCALE O LU 1 - - - -- ---» - -- - ---- - �^ ._I I m V) W W COL VA I L PLAZA �Q- O HOTEL M 1 1h A3 . 2 REAR VESTIBULE ROOF PLAN 5/18/2010 1/4" = 1'-0" SCALE _-4'"=1'-0" 80RITs jk 201 Main Street,Ste 202 p:970.963.4626 f.970.963.4636 umw.timbersresorts.co REAR LOBBY 103 RELOCATE EXISTING EXIT SIGN 1A JJ i i ——— KEY PLAN z NOT TO SCALE O VAULTED PLASTER �- REAR VESTIBULE EL.VARIES — 0 0 sA PLAN NOTES: 0 El70] �e A42 Q VAULl ED CEILING ui J m f— V) ' W W VAI L PLAZA A42 I �P •�.,� o HOTEL � F A3 . 3 f / Le ''p R.C.P. 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(n _ W STEEL STRUCT. -RE: STRUCT. DWGS. $' EXT. GYP. SHEATHING Q W 2X12 R.S. WD. SUBFACIA FULL WIDTH BATT F FURRING CHANNELS @ 16"O.C. VAIL PLAZA INSULATION (R-38) $" EXT. GYP. SHEATHING HOTEL ROUGH-SAWN CEDAR �1T C o`O CIDQ f ° A5 . 2 F * ROOF * � DETAILS TYPICAL ROOF EDGE �. � 1 8i18/2010 1-1/2" = V-0° '' SCALE 1-1/2"=1'-0" GENERAL NOTES 9. STRUCTURAL STEEL 4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE 1.LIVE LOADS USED IN DESIGN: CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED.(PERIODICALLY) A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS G. WATERPROOFING,VAPOR BARRIERS,WATERSTOP,ETC.,SHALL BE AS SHOWN ON THE A.ROOF 80 PSF WHICH SHALL CONFORM TO ASTM 992,(50 KSI)AND EXCEPT PIPE COLUMNS WHICH ARCHITECTURAL,DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. SHALL.CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500,GRADE B,LATEST 4. FOUNDATIONS H.ROOF SLOPE LESS<4:12 100 PSF EDITIONS.STEEL SUPPLIER MAY PROVIDE ASTM A572,GRADE 50 AT HIS OPTION. H.ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR A.THE ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS 2000 PSF.THE MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. C.POOL DICK 100 PSF CONTRACTOR SHALL FOLLOW ALL REQUIIiEMENTS NOTED IN THE SOILS REPORT BY B ALL,STRUCTURAL BOLTS SHALL BE A325N INSTALLED HEPWORTH PAWLAK GEOTECHNICAL,INC.,JOB NUMBER 110112A,DATED MAY 17, TO A MINIMUM SNUG TIGHT 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND D.PUBLIC SPACES 100 PSF 2010.77HE SOILS ENGINEER SHALL INSPECT THE FOUNDATION EXCAVATION AND THE CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED ARCHITECTURAL DRAWINGS. INSTALLATION OF FILL.SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL OTHERWISE. 1 E.IMPORTANCE FACTORS SOILS CAPACITY IS EQUAL TO OR GREATER THAN 2000 PSF. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS.IF CONDITIONS CATEGORY I C.STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE ARE DIFFERENT THAN ASSUMED,NOTIFY ENGINEER. SEISMIC FACTOR EE I B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED.EXACT BEARING LATEST PROVISIONS OF AISC"MANUAL OF STEEL CONSTRUCTION." SNOW FACTOR IS I ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY WIND FACTOR IW I CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS D.EXCEPT WHERE DETAILED OTHERISE,FABRICATOR SHALL SELECT STEEL CONNECTIONS SHALL BE A MINIMUM OF 48"BELOW EXTERIOR GRADE. PER AISC"MANUAL OF STEEL CONSTRUCTION"(ASD),TABLE 11-A AND/OR AISC P. WIND "SIMPLE.SHEAR CONNECTION MANUAL"WITH A325 N BOLTS(OR WELDED EQUIVALENT) 3 SECOND GUST 90 MPH C.ALL FOOTINGS ARE TO BE PLACED ON FIRM,UNDISTURBED,NATURAL SOIL OR TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS.WHEN LOADS ARE NOT • FASTEST MILE 85 MPH PROPERLY COMPACTED BACKFILL,APPROVED BY THE SOILS ENGINEER. SOILS ENGINEER SHOWN,SELECT CONNECTION TO SUPPORT 60%THE TOTAL UNIFORM LOAD CAPACITY PER EXPOSURE B SHALL DETERMINE REQUIRED FILL MATERIAL AND COMPACTION REQUIREMENTS. RISC"MANUAL OF STEEL CONSTRUCTION"FOR EACH GIVEN BEAM AND SPAN. G.LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. D.CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN E.ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY VERTICAL LIFTS AS RECOMMENDED IN THE SOILS REPORT.REFER TO SOILS REPORT STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-DI.1. H.CODE USED IN DESIGN:INTERNATIONAL BUILDING CODE,2009 EDITION. FOR BACKFILL MATERIAL.. F.MII`IIILTIJM WELDS TO BE PER AISC TABLE 12.4 BUT NOT LESS THAN 3/16"CONTINUOUS 2. DEFERRED SUBMITTAL E. CONTRACTOR TO PROVIDE,AT HIS EXPENSE,FIELD DENSITY TESTS ON COMPACTED FILLET UNLESS NOTED OTHERWISE FILL UNDER FOOTINGS. G.PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL A.DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. F.NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL B.DEFERRED SUBMITTALS ARE: SYSTEMS AND DECKS ARE IN PLACE. 1.STEEL SHOP DRAWINGS G.FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 2.CONCRETE MIX DESIGN 10.METAL DECK 5. SLAB ON GRADE 3.TESTING,INSPECTIONS AND OBSERVATIONS: A.UNLESS NOTED OTHERWISE,DECK SHALL BE SHOP-PAINTED STEEL,SHALL BE OF A.THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT' THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIMUM A.THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE.THE WHERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED.DECK SUPPLIER STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SU13GRADE PREPARATION SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS. CONSTRUCTION;SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS"SPECIAL- B.DECKING SHALL BE INSTALLED FD AND ALL OPENINGS IN DECK CUT AND REINFORCED IN INSPECTIONS"AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL B.MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS BUILDING CODE. TO BOTH THE SLAB AND OTHER PORTIONS OF THE STRUCTURE.ISOLATION DETAILS EXCEPT AS NOTED OTHERWISE. FOR WALLS,PIPING AND OTHER ITEMS MAY BE REQUIRED.REFER TO THE APPROPRIATE B.THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON SPECIFICALLY WAIVED BY TT EE BUILDING OFFICIAL. TO CONNECTING ITEMS TO BOTH THE STAB ON GRADE AND OTHER PORTIONS OF THE DRAWINGS. 1.SOIL PREPARATION STRUCTURE. 1.ATTACH ROOF DECK TO SUPPORT BEAMS,STEEL JOISTS OR PLATES WITH 5/8" a EARTHWORK EXCAVATION,PLACEMENT AND COMPACTION OF FILL AND IN-PLACE PUDDLE WELDS AT 6"(7 WELDS PER SHEET MINIMUM). DRY DENSITY OF THE COMPACTED FILL.FOR CONFORMANCE WITH THE APPROVED 6. CONCRETE 2.LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS(SIDEIAPS)SHALL REPORT. BE WELDED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATIONS PER SPAN. 2.CONCRETE CONSTRUCTION A.ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE L/II PORTLAND CEMENT, 3.ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL r Er TO DECK WITH 5/8" a PERIODIC INSPECTION OF REINFORCING STEEL,INCLUDING PRESTRESSING STONE AGGREGATE AND SHALL.SATISFY THE FOLLOWING REQUIREMENTS: DIAMETER PUDDLE WELDS AT 12"ON CENTER. TENDONS AND PLACEMENT. 4.ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH b.PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. CONCRETE ITEM FC MIX TYPE MAX W/C RATIO %AIR REQ. INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH c.CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO STAINLESS STEEL SPA 5/8"DIAMETER PUDDLE WELD.PROVIDE WELD WASHERS AS REQUIRED. FABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR FOUNDATION WALLS 4000 psi STD --- -- 5.LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. SHOTCRETE FOR POOL WALLS FASTENED TOGETHER AT 36"MAXIMUM SPACING WITH 5/8"DIAMETER PUDDLE d.CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRET I PLACEMENT FOR AND FLOOR 4000 psi STD 0.50 WELDS.FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 12"ON PROPER APPLICATION TECHNIQUES. SLABS ON METAL DECK 4000 psi STD 0.50 __ CENTER. e.PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE EXTERIOR CONCRETE(+ ) 4500 psi STD 0.45 6%-8% 6.HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS AND TECHNIQUES. THROUGH DECK. 3.STEEL CONSTRUCTION ++NIAXEMUM SLUMP SHALL NOT EXCEED 4". a ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 11.LIGHT GAGE FRAMING EXCEPT THE FOLLOWING: B. CONTRACTOR SHALL SAWCUT OR TROWELCLTT JOINTS IN SLABS ON GRADE.JOINTS 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCIIT 1/4 OF SLAB DEPTH X 3/16" A.LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE ACCORDANCE WITH SECTION 1704.3. WIDE WITHIN 12 HOURS AFTER POURING.CARRY ALL SLAB REINFORCEMENT THROUGH DRAWINGS.N b.THE SPECIAL INSPECTOR NEED NOT BE COTINUOUSLY PRESENT JOINT. DURING WELDING OF THE FOLLOWING ITEMS,PROVIDED THE MATERIALS, B.FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE C. SLABS,TOPPING,FOOTINGS,BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A LAT'ES'T EDITION,WITH A MINIMUM YIELD STRESS OF 33,000 PSI. VERIFIED PRIOR TO THE START OF WORK;PERIODIC INSPECTIONS ARE HORIZONTAL PLANE.ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF MADE OF WORK IN THE AND A VISUAL INSPECTION OF ALL WELDS SPAN WITH VERTICAL BULKHEADS KHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE C.FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP SHOWN.ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE LATEST EDITION,WITH A MINIMUM YIELD STRESS OF 50,000 PSI. WELDING. ENGINEER. 1. SINGLE PASS ELL L ET WELDS NOT EXCEEDING 5/16"IN SIZE. D.ALL WORK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR 2.FLOOR AND ROOF DECK WELDING. D.ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE LIGHT GAGE METAL FRAMING. 3. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING WITH ACI BUILDING CODE 318 LATEST EDITION,UNLESS NOTED OTHERWISE.USE MEMBERS SUCH AS STUDS AND JOISTS. STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE.ALL EXPOSED EDGES OF 12.NON-SHRINK GROUT 4.WELDING OF STAIRS AND RAILING SYSTEMS. CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. c. VERIFY WELD FELLER ER MATERIALS CONFORM TO AWS SPECIFICATIONS A.NON-SHRINK GROUT SHALL BE PROVIDED: AND MANUFACT'URER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. 7.REINFORCEMENT 1.BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. d.PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE 2.BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS. WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH A.ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM 3.GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH AS BRACING,STIFFENING,MEMBER LOCATIONS AND PROPER APPLICATION OF A615,GRADE 60 EXCEPT TIES,STIRRUPS AND PLATE ANCHORS WHICH SHALL BE OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. JOINT DETAILS AT EACH CONNECTION. DEFORMED BARS,ASTM DESIGNATION A615,GRADE 40 OR ASTM A706 GRADE 60. e.VERIFY STRUCTURAL STEEL MATERLAL CONFORMS TO ASTM STANDARDS 13.NON-STRUCTURAL ELEMENTS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND B.WELDED WERE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE MANUFACT'URER'S CERTIFIED MILL TEST REPORTS. LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. A.ELEMENTS SUCH AS NON-BEARING PARTITIONS,ETC.ATTACHED TO AND/OR f.PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS,NUTS AND WASHERS SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLEC'T'IONS AND FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED C.REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: OTHER STRUCTURAL MOVEMENTS. CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF 1.CONCRETE POURED AGAINST EARTH 3" COMPLIANCE. 2.CONCRETE POURED IN FORMS(EXPOSED TO WEATHER OR EARTH)2" B.FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALT.MEET g. CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTION WITH HIGH 3.SHOTCRETE FOR POOL(INCLUDING TIE BARS) ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE STRENGTH BOLTS.PERIODIC INSPECTION OF BEARING TYPE 4.SLABS AND WALLS(NOT EXPOSED TO WEATHER) 3/4" ARCTBTECTIJRAL DRAWINGS.STRUCTURAL.STEEL MEMBERS SHALL BE CONSIDERED CONNECTORS WITH HIGH STRENGTH BOLTS. UNRESTRAINED UNLESS NOTED OTHERWISE. 1. WHILE THE WORK IS IN PROGRESS,THE SPECIAL.INSPECTOR SHALL D.REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH DETERMINE THAT THE REQUIREMENT'S FOR BOLTS,NUTS,WASHERS AND SECTIONS 7.5,7.6 AND 7.7 OF ACI 318,LATEST EDITION. 14.GENERAL. PAINT,BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET.FOR JOINTS REQUIRED TO BE TIGHTENED ONLY E.NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR A.ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. - TO THE SNUG-TIGHT CONDITION,THE SPECIAL INSPECTOR NEED ONLY AUTHORIZED BY THE STRUCTURAL ENGINEER.LAP SPLICES,WHERE PERMITTED,SHALL VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER BE A MINIMUM OF 48 BAR DIAMETERS FOR#6 BARS AND SMALLER UNLESS NOTED B. VERIFY ALL OPENINGS THROUGH FLOORS,ROOF AND WALLS WITH MECHANICAL AND AND PROPERLY SNUGGED, OTHERWISE.MAKE ALL BARS CONTINUOUS AROUND CORNERS. ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS,SIZES,L LNTEI S AND 4.MASONRY CONSTRUCTION REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY, • a THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON- F. PLACE TWO#5(PER 8"THICKNESS)WITH T-O"PROJECTION AROUND ALL OPENINGS IN ESSENTIAL FACILITIES SHALL BE AS FOLLOWS: CONCRETE WALLS,SLABS,AND BEAMS.ALSO PROVIDE TWO#5 X 4'-0"DIAGONALLY AT C.PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER �.'T^•✓ '�`•`-..?:�'� 1.FROM THE BEGINNING OF MASONRY CONSTRUCTION,THE FOLLOWING SHALL EACH CORNER. ITEMS TO BE ATTACHED TO THE STRUCTURE,ENGINEER'S APPROVAL OF CONNECTIONS !,•"wx..n .,.,i BE VERIFIED TO ENSURE COMPLIANCE: AND SUPPORTS SHALL BE OBTAINED.UNLESS SPECIFICALLY DETAILED ON 4; "•+ •5 a PROPORTIONS OF SITE-PREPARED MORTAR,GROUT AND PRESTRESSING 8.MASONRY ARCHITECTURAL AND STRUCTURAL DRAWINGS,RESPECTIVE SUBCONTRACTOR GROUT FOR BONDED TENDONS. (PERIODICALLY) SHALL.FURNISH ALL HANGERS,CONNECTIONS,ETC.,REQUIRED FOR INSTALLATION OF e•. b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR A.ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF HIS ITEMS. - JOINTS.(PERIODICALLY) THE INTERNATIONAL BUILDING CODE. c.GROUT SPACE PRIOR TO GROUTING.(CONTINUOUSLY) D.PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, T} d.PLACEMENT OP GROUT.(CONTINUOUSLY) B. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90,GRADE N.BRICK SHALL MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS.MISCELLANEOUS EMBEDDED 2.Ill]'-INSPECTION PROGRAM SHALL VERIFY: FULFILL ASTM C62,0216 OR C652.MORTAR SHALL BE ASTM C270 TYPE S OR M. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED a SIZE AND LO ELEMENTS.OF STRUCTURAL E EMENrS.(PERIODICALLY) BY CONCRETE CONTRACTOR.STEEL SHALL FI n FI r ASTM A36. b.SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT.(PERIODICALLY) C.MASONRY SHALL.CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE ,•t c. PROTECTION OF MASONRY DURING COLD WEATHER(TEMPERATURE BELOW STRENGTH OF F.OF 1500 PSI BASED ON GROSS AREA. E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. 40 DEGREES F)OR HOT WEATHER(TEMPERATURE ABOVE 90 DEGREES P).(PERIODICALLY) D.ALL CMU WAILS REQUIRE A MINIMUM OF 245 IN BOND BEAM AT TOP. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL 3. PREPARATION OF ANY REQUIRED GROUT SPECIMENS,MORTAR SPECIMENS STEEL.AND METAL DECK.THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR AND/OR PRISMS SHALL BE OBSERVED.(CONTINUOUSLY) E.FELL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT. TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. Monroe & Newell VAIL PLAZA HOTEL REAR VESTIBULE ADDITION TITLE: GENERAL NOTES Engineers,Inc. VIII-,CO. DATE:05/19/10 C • P.O.Box 1597 J 70 Benchmark Road,Suite 204 Avon,Colorado 81620 970 949-7768 FAX(970)949-4054 NO.#8194 SCALE:N.T.S. DRAWN BY:AVN 1A_ EMAB.avon@monroe-newell.com • ` I I I I I I I I I I 1 i EXISTING i i HSS 4X4X1/2 EPDXY-DOWELS HSS 4X4X1/4 COLUMN I I I I 1 COLUMN I I I I RE: SEC. 1/55 I I i 3/4" X 8" X I'-O" 3" I � (2)-#5 CONT, i STEEL BASE PLATE AROUND WITH (4)-1/2" (V X ANCHOR BOLT CORNER i m I" NON-SHRINK &ROUT d� CONCRETE PILASTER 7 — WITH (2)-#3 TIES X 8" 6"nb" NEW HSS 4X4X1/4 COLUMN 8 OT 24 8„ r 15G'-5" --------- ------------------------ -=---- I TOP OF 0 CONCRETE 4" 8" = 55.0 --------------- -- ---- ------ _ I 52.0 O O 1z I -- C O O -- ----- -- --J 55.0 NEW HS 4X4X1/4 GOLUM / r. 4" 4" 1 PL AN V IE W m - NEW 6" GRADE B �AM 3/4" = 1'-0" I !I I 1 I I LE \/'gL 1 & 1 - 011 I 257 - 1/4" = 1'-0" -- - r VAIL PLAZA HOTEL REAR VESTIBULE ADDITION TITLE: PARTLAL MAIN LEVEL FRAMING AND Monroe & Newell VAM CO FOUNDATION PLAN Engineers,Inc. P.O.Box 1597 DATE:05/19/10, 1 08/27/10 C J `� 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#8194 SCALE: 1/4"/FT. DRAWN BY:AVN EMAII.avon @monroe-newell.com r I I I I 3 I WALL STEP I EXISTING I HSS &X4X318 LLV I NEW HSS 4X4X1/4 COLUMN N W HSS &X44X318 MATCH ELEVATION I OF EXISTING I I ■ I I I I no Re is p. . \ /�/\J �; 2 799 L E x/ 1 -1 I JV I I I r 1/4" = 1'-0" Monroe & Newell VAI1-PLAZA HOTEL REAR VESTIBULE ADDMON TITLE: PARTIAL MAIN LEVEL FRAMING AND FOUNDATION PLAN �AII.�o. S3.q Engineers,Inc. DATE:05/19/10 P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#8194 SCALE:1/4"/FT. DRAWN BY:AVN 1A EMAII.avon @monroe-newell.com H55 6X&X1 14 2 i I BEND HSS 5X4X3/5 LLV H55 6X6X1/4 e I i tll5'-6 18'> EXISTING HS5 14X&X1 3" METAL ROOF .. DECK RE: 5EC.x/53.0 EXISTINO MCI-2X10.8 M m 1 X 3"-18 &A. METAL ROOF DECK X X w ------------------- HSS 4X4X1/4 l(1 HSS 4X4X1/4 UMN BELOW BEAM 1'�" I Q GLUMN BELOW BEAM ------------------- NEW H55 ED XI/4 Z z 54.0 L3X3X1/4 H55 4X4X3/8 BEAM RE. SEC. -2/53.0 ROLLED HSS I.4XbX3/8 MGI�X10.8 6" TY BEAM (SEGMENTED TO >Q MATCH EXISTING) HS 3 14 2 RE' SECTION 3/16 I I W '� -2/ 0 TYPICAL I I ff3)F PI A�Fri I I _., HSS 4X4X11-4 COLUMN . . . . . . .-. . . . - - - - p I I . . . . . . . . . . . . I I ..,.. I I � . . . . . . . . . . . . . . . . . . . . . . . . . . I I F d . S C 7 ON 1 _ _ X . 1. . . . . . . . . . . . . . _ n Cho . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALAN 1/4" = 1'-0" Monroe & Newell VAIL PLAZA HOTEL REAR VESTIBULE ADDITION TITLE: PARTIAL MAIN LEVEL FRAMING AND vAIL,co. FOUNDATION PLAN Engineers,Inc. P.O.Box 1597 DATE:05/19/10, 1 08/27/10 70 Benchmark Road,Suite 204 S4,0 Ali Avon,Colorado 81620 (970)949-7768 FAX(970)9491054 NO.#8194 SCALE:1/4"/FT. DRAWN BY:AVN 1A EMAIL avon@monroe-newell.com .� NEN a" CONCRETE FLOOR FINISH AT CURB -4" INTERIOR BY ONNER all ° SHALL BE REPAIRED 160'-0" (2)-#5 n- FLOOR SLAB EXISTINC-7 PA\/EIRS IN AT LOE313Y d) SANDBED AND INSULATION TO REMAIN EX15TINO PA\/Ef;Z5 IN FLOOR CONSTRUCTION 5ANDBED AND INSULATION AT INTERIOR BY EPDXY-DONEL a" EX15TIN& DEEP INTO EXISTINO V4ATERPROOF1146i SLAB AND NALL TO REMAIN I/ EX15TINO PRECAST NOTE. V4ATERPROOFINO FLOOR AND SHALL BE REPAIRED DOUBLE T FLOOR INTO FLOOR SLAB & ECTION 2- & ECTION I- no VAIL PLAZA HOTEL REAR VESTIBULE ADDITION TITLE: PARTIAL MAIN LEVEL FRAAHNG AND Monroe & Newell FOUNDATION PLAN P.O.Box 1597 DATE:05/19/10 70 Benchmark Road,Suite 204 S5,0 Avon,Colorado 81620 (970)949-7768 NOTE: WATERPROOFING SHALL BE REPAIRED PER OWNER a NOTE: WATERPROOFING SHALL BE REPAIRED EXISTING STEEL FRAMING PER OWNER 3"-18 GA. METAL DECK -2'-0" 1/-4" 3"-1& GA. METAL ROOF DECK IL L3X3X1/4 AT EACH (Y W END EACH CHANNEL In W IL SEGMENT (8)-LOCATIONS '�> z ---------- --------------- ------------------ I/-4 R I 3/16 LMC12XIO.& LL3X3XI/-4 AT CENTER SEGMENTED WITH L4X4X3/8 DECK I -AX-AXi/d _DF_C OF ROLLED TUBE SUPPORT ANGLE EDGE SUPPORT \ HSS 14X&X1/4--ROLLED IN 1'-0" SE&MENTS LJ Li BEAM (MATCH RADIUS EXISTING CHANNEL AND ELEVATION OF BEAM AT GRID E EXISTING ROLLED HSS 14X&X1 1-4 5E CT I ON 2 & E CT I ON 1 '�.. ... i Monroe & Newell VAIL PLAZA HOTEL REAR VESTIBULE ADDITION TITLE: PARTIAL Maur LEVEL FRAMUIG AND vnn,co. FOUNDATION PLAN Engineers, Inc. P.O.Box 1597 DATE:05/19/10 C C. 70 Benchmark Road,Suite 204 J V Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#8194 SCALE:3/4"/FT. 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C 20 1 SPARE 24 35 SPACE - - C - - SPACE 36 25 PANEL EL1 VIA XFMR(E) 3000 L 3 25 A 20 1 SPARE 26 37 SPACE - - A - - SPACE 38 27 / 3000 L / ! B 20 1 SPARE 28 39 SPACE - - B - - SPACE 40 29 / 3000 L / ! C 20 1 SPARE 30 41 SPACE - - C - - SPACE 42 0- NEC LOAD CALCULATIONS OONNECTED(kVA) DEMAND(kVA) NEC LOAD CALCULATIONS CONNECTED(WA) DEMAND(kVA) LOAD TY PE A B C TOTAL A B C TOTAL LOAD TY PE A B C TOTAL FACTOR A B C TOTAL rA LIGHTING(TYPE"L") 19.0 12.0 13.0 44.0 1.25 23.8 15.0 16.3 55.0 LIGHTING(TYPE"L") 0.0 0.0 0.0 0.0 1.25 0.0 0.0 0.0 0.0 Ln rA E.,T RECEPTACLE(TYPE"R") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 RECEPTACLE(TYPE"R") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 � w RECEPTLOAD>10WA 0.50 0.0 0.0 0.0 0.0 RECEPT LOAD-10kVA 0.50 0.0 0.0 0.0 0.0 t2 �- ;�; HVAC(TYPE"H") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 HVAC(TYPE"H') 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 O N MOTORS(TYPE"M-) 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 MOTORS(TYPE"M-) 0.7 0.0 0.7 1.4 1.00 0.7 0.0 0.7 1.4 W V CONTINUOUS.MOTOR(TYPE"CM') 0.0 0.0 0.0 0.0 1.25 0.0 0.0 0.0 0.0 CONTINUOUS MOTOR(TYPE"CM') 0.0 0.0 0.0 0.0 1.25 0.0 0.0 0.0 0.0 a L KITCHEN LOA OS(TYPE"K-) 0.0 0.0 0.0 0.0 0.65 0.0 0.0 0.0 0.0 KITCHEN LOADS(TYPE W-) 0.0 0.0 0.0 0.0 0.65 0.0 0.0 0.0 0.0 Ll � Q NON-CONTINUOUS LOADS(TYPE"N') 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 NON-CONTINUOUS LOADS(TYPE"N") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 CC NONCOINCIDENTA L(TY PE"NC') 0.0 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.0 NONCOINCDENTAL(TYPE"NC') 0.0 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.0 w N Z co 0 ELEVATORS(TYPE"EL") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 ELEVATORS(TYPE"EL") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 LARGEST MOTOR 0.0 0.0 0.0 0.0 0.25 0.0 0.0 0.0 0.0 LARGEST MOTOR 0.0 0.0 0.7 0.7 0.25 0.0 0.0 0.2 0.2 TOTAL DEW NO(kVA) 23.8 15.0 16.3 55.0 TOTAL DEMAND(WA) 0.7 0.0 0.7 1.6 � u SPARE(WA) 4.0 12.7 11.5 28.1 SPARE 24.3 25.0 24.3 73.4 TOTAL(A/PH)-95--7 54.2 58.7 66.2 TOTAL(A/FIT) 5.8 0.0 5.8 4.3 - SPARE(A/PH)IIII 14.3 45.8 41.3 SPARE(Af H) 202.5 208.3 202.5 J PANEL SCHEDULES o NOT TO SCALE _ J CI w :Doz < M co ce NOTE: ALL LOADS WERE REMOVED FROM PANEL R213 AS PART OF N o PRIOR DEMOLITION PERMIT. ADDITIONAL LOADS WILL BE ADDED TO R2B AS PART OF BAR REMODEL UNDER SEPARATE PERMIT. J w z Q • > REVISIONS: • s 39 Zs N. T Oj�•• _�`i SC u: AS SI-N I, •••••• \` ORIGINAL ISSUE MTE: JUNE 18,2010 L ENS' GIE PROJECT NO GLE 1051 �ssl�NA ELECTRICAL PANEL SCHEDULES E2.0 0 E 0 KEYED NOTES: R26-24 O1 a PROVIDE CONNECTION TO g 3 HANDICAP-ACCESS DOORS AND 3 PUSHBUTTONS AS REQUIRED. VERIFY �N REQUIREMENTS, MOUNTING, AND CONNECTION POINTS WITH DOOR AND ° HARDWARE MANUFACTURER. • LJJ VESTIBULE LJJ �2 CONNECT VESTIBULE LIGHTING TO EXISTING EMERGENCY LIGHTING CIRCUIT 1 70 IN THE LOBBY AREA. TOTAL LOAD R2B-26 01 ADDED IS 102W TO A 277V/1PH CIRCUIT. FIELD VERIFY CIRCUIT LOAD ■ o AND CONFIRM THAT EXISTING CIRCUIT CAN HANDLE ADDITIONAL 0.36A OF i o • LOAD. W - - — — — — — — - - — — — — — J � � ov L_�j 3; m3 GENERAL NOTE: °°m3 ELECTRICAL CONTRACTOR TO INVESTIGATE �---- � SOURCE OF POWER TO EXISTING • AUTOMATIC DOOR OPENERS TO BE POWER PLAN REMOVED AT THIS LOCATION. VERIFY WITH ARCHITECT THE LOAD (MOTOR HP N SCALE: 1 /4$$ = 1 _0" / VA) OF NEW DOOR OPENERS AND DETERMINE IF EXISTING CIRCUIT IS 4 Ln N o ADEQUATE TO HANDLE THE NEW LOADS. If w VERIFY LOAD REQUIREMENTS WITH Ln 02 o ENGINEER PRIOR TO RE-USING EXISTING w L z m z 0 CIRCUIT IN LIEU OF THE (2) NEW �_ a CIRCUITS SHOWN ON THIS PLAN. ~ 0 2 1 -6" -- W4 (EM) �� 41(EM) W ALIGN WITH W4 �� MOUNTED ABOVE f— o OPPOSITE - T - INTERIOR, WINDOW O E —■ - FRAMING - COORD -- W Lu D2 � WITH ARCHITECTURAL S Q W o m o Q o 170 1 o4 0 0 Y � '� I Q g N a � W > � :cz > i 4 •• nwisioes: LL r " ___. - -.- __-- ---- _, I - �/ • SCdIE AS�N —.._ i oRwuuc issue on1c. XHC ie,zoio �• sdvamecreo. see-ios1 / 0 0,�.'•• ELECTRICAL LIGHTING PLAN Fs�,oNAL� POWER PLAN 2 SCALE: 1 /4" = 1 '-0" E3.0 B10-0189 : Entries for Item:540 - BLDG-Final C/O 10:39 03/08/2013 Action Comments By Date Unique_ KO AP JRM 12/27/2010 A000140 241 AP sgremmer 01/1012011 A000140 488 Total Rows:2 I Page 1