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Home My WebLink AboutB11-0492 NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL T/MES �• TON?k OF VA�. . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.4792139, f. 970.4792452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0492 Project #: PRJ11-0696 Job Address: 100 E MEADOW DR VAIL Applied.....: 11/16/2011 Location......: VAIL VILLAGE INN PHASE 5, SUITE 119, LA Issued... : 12/O6/2011 Parcel No....: 210108261003 OWNER STAUFER COMMERCIAL LLC 11/16/2011 100 E MEADOW DR VAIL CO 81657 APPLICANT MASTIFF DEVELOPMENT 11/16/2011 Phone:970-390-5827 P.O. BOX 2096 EDWARDS 81632 License:287-A CONTRACTOR MASTIFF DEVELOPMENT 12/06/2011 Phone:970-390-5827 PO BOX 2096 EDWARDS CO 81632 License: C000003422 Description: INTERIOR REMODEL TO CREATE A DELI Occupancy: M Type Construction: VA Valuation: $44,800.00 .......�..........,�...........�..,.�.........�.................................. FEE SUMMARY ..,.,,�..........�.............,..,�.....�..................,.......,...>.._... Building Permit-----------> $593.25 Bldg Plan Check----------> $385.61 Use Tax Fee-----------------------> $696.00 Electrical Permit---------> $373.75 Elec Plan Check-----------> $242.94 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $200.00 Mech Plan Check---------> $50.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $180.00 Plmb Plan Check---------> $45.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES-------------> 33,006.55 Payments------------------------------> 53,006.55 BALANCE DUE-----------------------> $0.00 ....,,,,.,,,,,,...,....,,..:...............�„�...._.............,,,...,,..,,........,,........,,.......,�.................�,..,,.....................,.....�......,,,,,,�..........,,.....,.........x, DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. � � ,�� 2 zi �z ,F .. Signature of Owner or Contractor ate G�G�r� Print Name combination permit_012811 ..� � r �1►11 U� 1IitL , ............................................................................................«..,,.....,.,��.........,.......,..............,..,...,...........,,..,.,...,,,,......,... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B11-0492 Address: 100 E MEADOW DR VAIL Owner: STAUFER COMMERCIAL LLC Location: VAIL VILLAGE INN PHASE 5, SUITE 119, LA ......................,,...,,,..........,,........,,.,..,,..,.,...,....,......,.,...,,,.....,,,,.,..........,,,.,.,......,.,.,,,..,,...,,..,,,..x�....,.,...,..,......,...........».,., combination permit_012811 � � .�V�1�V� {',�� , ***,.*****�.**************«**.,**««««*******.,***********,,.,.....*,....***.�***************.,.,*.,********************,.,.*.******,.*********«******«,.�***«****. REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0492 Address: 100 E MEADOW DR VAIL Owner: STAUFER COMMERCIAL LLC Location: VAIL VILLAGE INN PHASE 5, SUITE 119, LA ***********«*****************************************************«*****************************************��***********************.,**„**,,,..******** Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00210 PLMB-Underground Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final combination permit_012811 __ *********************************************************************************+***++***** TOWN OF VAIL, COLORADO Statement ***********************************************************************************+******** Statement Number: R120000088 Amount: $220.00 02/21/201203:00 PM Payment Method:Credit Crd Init: RFD Notation: MASTIFF DEVELOPMENT ----------------------------------------------------------------------------- Permit No: B11-0492 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-6100-3 Site Address: 100 E MEADOW DR VAIL Location: VAIL VILLAGE INN PHASE 5, SUITE 119, LA Total Fees: $3, 006.55 This Payment: $220.00 Total ALL Pmts: $3, 006.55 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 220.00 ----------------------------------------------------------------------------- ,`�,�� j �. � il t� !��T� �� r�� 75 South Frontage Rd. Department of Community Development Vail,Colorado 81657 William T. Carlson,REHS 970-479-2138/479-2139 Environmental Health Officer FAX 970-479-2452 January 17,2012 David Denio,ETT AEC Engineering PO Box 8489 Avon, CO 81620 david@aec-vail.com Re: Food Service Plan Review La Bottega Deli 100 E.Meadow Dr. Vail, CO 81657 Dear Mr. Denio: This letter will serve to confirm the plan review of the above captioned food service establishment plans. The plans have been approved with the following additions and/or modifications: • The hot water generation required for this deli is 4.46 KW per hour. This based upon a maximum hot water demand of 17.5 gallons per hour. • Retail food establishments with no space on the premises for consumption of food by patrons are required to provide toilet facilities only for employees. Separate toilet facilities are not required for each sex for 15 or fewer employees where there is no seating capacity; provided the toilet is a single occupancy facility and the door can be secured from the inside. The toilet facility shall comply with the requirements of the Plumbing Code of the Town of Vail. Public toilets in the building area may suffice for the use of retail food establishment patrons and employees, if toilets are provided in adequate numbers conveniently located to the retail food establishment and available at all times the food establishment is in operation. • Approved self-draining drain boards, or utensil racks large enough to accommodate all � soiled and cleaned items that may accumulate during hours of operation shall be provided for necessary utensil holding before cleaning and after sanitizing. A multi-use service three compartment sink shall have clean and soiled drain boards measuring 24 inches. • When a three compartment sink is utilized for ware washing, the operation shall be conducted in the following sequence: o Sinks shall be cleaned and sanitized before use; and o Equipment and utensils shall be thoroughly cleaned in the first coinpartment with a hot(not less that 110 degrees F) detergent solution that is kept clean and at a concentration indicated on the manufacturer's label; and o Equipment and utensils shall be rinsed fiee of detergent and abrasive with clean water in the second compartment; and o Equipment and utensils shall be sanitized in the third compartment by immersion for 30 seconds in a clean solution containing a minimum of 50 ppm and no more than 200 ppm of available chlorine and having a temperature of 75 degrees F or more. • If required by the Town of Vail Building or Eagle River Water and Sanitation District, a grease trap or grease interceptor should be located outside the establishment. When installed inside the establishment, a grease trap or grease interceptor shall be located away from the food preparation area and be easily accessible for cleaning. The State Retail Food Regulations recommend grease traps inside the establishment be installed flushed to floor. • Properly seal sinks and drain boards to their adjacent wall. Exposed screw heads and bolts are not approved. • The minimum acceptable ceiling finish in the food preparation area is gloss enamel or epoxy-based paint on drywall; or a non-perforated vinyl-coated lay-in ceiling tile. • The minimum acceptable wall finish in a food preparation and storage area is a smooth, easily cleanable,light in color non-toxic gloss enamel or an epoxy-based paint. • Under counter surfaces must be finished and sealed to provide a washable surface. • The junctures between walls and floors shall be coved and sealed. • Light fixtures must be adequately enclosed or shielded to protect foods in the storage, serving, or preparation areas from accidental bulb or tube breakage. • All exposed food placed out for serving shall be adequately covered or protected with approved sneeze guards. • Under counter surfaces must be finished and sealed to provide a washable surface. • Garbage and refuse containers, dumpsters, and compactor systems located outside, shall be stored on a smooth surface of nonabsorbent material, such as concrete or machine-laid asphalt,that is kept clean and maintained in good repair. • All equipment must be National Sanitation Foundation(NSF) listed or equivalent. Equipment cut sheets have not yet been provided or received. Approval of these plans and specifications does not constitute endorsement or acceptance of the completed establishment(structure or equipment). A final inspection is required to determine if the kitchen is in compliance with the Colorado Retail Food Rules and Regulations. Arrangements for this inspection will be made not less than seven(7) days prior to your anticipated opening. Do not hesitate to call me at 970-479-2333 if you have any questions. V ery tru yours, �---- Will a . Car son, REHS Environmental Health Officer Cc: TOV Building Dept. Steve Virion, Owner NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES , ��° �ow�ro�d��.� Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0492 Project #: PRJ11-0696 Job Address: 100 E MEADOW DR VAIL Applied.....: 11/16/2011 Location......: VAIL VILLAGE INN PHASE 5, SUITE 119, LA Issued. . . : 12/06/2011 Parcel No....: 210108261003 OWNER STAUFER COMMERCIAL LLC 11/16/2011 100 E MEADOW DR VAIL CO 81657 APPLICANT MASTIFF DEVELOPMENT 11/16/2011 Phone: 970-390-5827 P.O. BOX 2096 EDWARDS 81632 License:287-A CONTRACTOR MASTIFF DEVELOPMENT 12/06/2011 Phone: 970-390-5827 PO BOX 2096 EDWARDS CO 81632 License:C000003422 Description: INTERIOR REMODEL TO CREATE A DELI Occupancy: M Type Construction: VA Valuation: $44,800.00 ,�..........................................................«...........,,.,...... FEE SUMMARY .......,�,......«.......<...,.....��«................�..+..................... Building Permit-----------> $593.25 Bldg Plan Check----------> $385.61 Use Tax Fee-----------------------> $696.00 Electrical Permit---------> $373.75 Elec Plan Check-----------> $242.94 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $200.00 Mech Plan Check---------> $50.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $180.00 Plmb Plan Check---------> $45.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES-------------> $2,786.55 Payments------------------------------> $2,786.55 BALANCE DUE-----------------------> $0.00 •rt'kitt�xx#4ilf4rttrfrtArtYeA�kYert�kwhfYrwhrt'krtf:twA#*#*:F��f1rt/�rt�rtfrwf�.FYrhP'f�k##t�**��f�41r�.FfYr#rtrtYrY'Y(�kt'k**1(l�rt�k4lrthwrtwrtA'RRef#�+!#filf4x��##rtwirAY`ertYrFq+Y(#Yr1r*�tfrtl444fR1e�kwY`�k�.1'hhrtYfYeR+T*�kM!#�##wt�#f V Y`�kA'wwxx�R�44• DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicabie thereto. REQUESTS FOR INSPECTION SHALL BE ADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. � '�, � t� l 1 Signrature of n or Cont actor Date --�`�1=��.`�k� �i K- �t� Print Name combination permit_012811 � ..' � �1�� i� 1 ..=«...x<x..x....+x..xxxxx..x+.....+x.«..........+...x.++x+x.++x«..e....+..x+x.x..+..++x....xx....:r.....xx....+.x.+x.•x...++......+xx.+.x....+.......+..�x+..x..........w...xxx+x..x. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0492 Address: 100 E MEADOW DR VAIL Owner: STAUFER COMMERCIAL LLC Location: VAIL VILLAGE INN PHASE 5, SUITE 119, LA .............<,,.........,.................x..,,...,..........,.,.x<........,......,.�,...,.�.....,,.,...,,..,......,....,,.................�.............,..,.�....,,..........,..., combination permit_012811 � � ��►!�1 V�t 4`� , �.**********„*.************w*�.*„**„****,,.,******„***********«*******.,,,«*.***,.*.,*****.,**.***�**********„�.***.,****„«**..*�**„*******«*****«„«*.�.,*.,** REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0492 Address: 100 E MEADOW DR VAIL Owner: STAUFER COMMERCIAL LLC Location: VAIL VILLAGE INN PHASE 5, SUITE 119, LA *..,,*.**.,*.,***.,**********„«**«„***...*****�.,,*„**„****.*..*.*,,,,,,*.***********..*..**,**..,******„************««****.*******.,**.,***..*�*****„«*..,,***„* Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00210 PLMB-Underground Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final combination permit_012811 **************************************************************************************�***** TOWN OF VAIL, COLORADO Statement *********************************************�****************************************+***** Statement Number: R110001747 Amount: $2, 063 . 00 12/06/201111:49 AM Payment Method:Credit Crd Init: SAB Notation: VISA-STEPHEN VIRION ----------------------------------------------------------------------------- Permit No: B11-0492 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-6100-3 Site Address: 100 E MEADOW DR VAIL Location: VAIL VILLAGE INN PHASE 5, SUITE 119, LA Total Fees: $2,786.55 This Payment: $2, 063 .00 Total ALL Pmts: $2,786.55 Balance: $0.00 ****************************************�**************+*****�****************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 593 .25 EP 00100003111100 ELECTRICAL PERMIT FEES 373 .75 MP 00100003111100 MECHANICAL PERMIT FEES 200.00 PP 00100003111100 PLUMBING PERMIT FEES 180.00 UT 11000003106000 USE TAX 4°s 696.00 WC 00100003112800 WILL CALL INSPECTION FEE 20.00 ----------------------------------------------------------------------------- Department of Community Development 75 South Frontage Road TOWIU OF VA1L� vai�, �o s�ss7 �� Tel:970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: Project#: 'PK.�``�-��pq �p 100 East Meadow Drive 119 ,� r (Number) (Street) (Suite#) DRB#: �%�/�} ' Building/Complex Name: Village Inn Plaza Building Permit#: �� " ��9� _. Contractor Information Lot#: Block# Subdivision: Business Name: Mastiff Development - - Business Address: p o box 2096 Work Class: New( ) Addition ( ) Alteration (✓) City Edwards State: Co Zip: 81632 TYpe of Building: :i Single-Family( ) Duplex( ) Multi-Family( ) ' Contact Name: Ron Amass ', 'Commercial(✓) Other( ) Contact Phone: 970 390 5827 '" �� Work Type: Interior(✓) Exterior( ) Both( ) ' Contact E-Mail: R�- evelo�rr�nt.com ' r._ - , . . , ,� X �� _. � � Valuation of Work Included Plans Included Work Owner/Own ' resentative Signature(Required) !Electrical (✓ )Yes ( )No ( ✓)Yes ( )No $500 Applicant Information Mechanical (�)Yes ( )No (�)Yes ( )No 9300 ' Applicant Name: La Bottega c/o Stephen Virion Plumbing (� )Yes ( )No (✓)Yes ( )No 12000 ', Applicant Phone: 4760280 'Building (�)Yes ( )No (✓)Yes ( )No 15000 ' Applicant E-Mail: labotegavail@aol.com Value of all work being performed: $44800 , -- (value based on IBC Section 709.3&IRC Section 108.3� Project Information La Botte a ;Electrical Square Footage 950 Owner Name: 9 Parcel#: 2101-082-61-003 ' (For Parcel#,contact Eagle County Assessors Oftice at(970-32&8640 or visit www.eaglecounty.us/patie) Detailed Scope and Location of Work: Interior remodel to create a deli ' (use additional sheet if necessary) , For Office Use Only: Date Received: _,. FeePaid: ��=t�'J� �� « �� " � � � �.��I Received From: �e��,p S. �iY1,f4� Cash Check # NQV 1 ;.; 2�� CC: Visa/�Last 4 CC #��53 8 exp date: � � Auth # asf y 01-Jan-I I � a� Architectural Engineering Consultants, Inc. Mechanical, Electrical, & Lighting Design Services An Office with LEED�Accredited Professionals Letter of Transmittal To: Steve Virion From: David Denio Com an : La Botte a Pro�ect: La Botte a Deli Date: li/14/11 Pro'ect No.: 11091.00 We are sending you the following items via: ❑ UPS ❑ Courier ❑ Pick up ❑ FedEx � Drop off ❑ Shop drawings � Plans ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Other lY. DATE DESCRIPTION 30 11/14/11 Permit Set � �E�f�'f�l l ��';�I G Ue<_l� These are transmitted as checked below: ❑ For approval � For your use ❑ As requested ❑ Rejected ❑ Prints returned after loaned to us Remarks: Signed: G<-�� ,�I � I r tlr; I_r:; � `� I � i� ::; cc: ';�� NOV 16 2011 , If enclosures are not as noted, kindly notify us TOWN OF VAIL 40801 US Hwy 6&24,Suite 214,Eagle-Vail,CO 81620 Post Office Box 8489,Avon, CO 81620 phone: 970-748-8520 fax: 970-748-8521 email: stan@aec-vail.com web: www.aec-vail.com COMcheck Software Version 3.9.0 Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type:Alteration Project Title: La Bottega Deli Construction Site: Owner/Agent: DesignedContractor: 100 E.Meadows Drive Stanton Humphries Vail,CO 81637 Architectural Engineering Consultants, Inc. 9707488520 stan�aec-vail.com Section 2: Interior Lighting and Power Calculation A g C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Deli(Dining:Family) 688 1.6 1101 Total Allowed Watts= 11p1 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fiutures Watt. Deli(Dining:Famiy 888 sq.ft.) LED A lamp chandelier:ID1:Other 1 3 3 9 LED A lamp chandelier: ID2:Other 1 1 3 3 LED lighting festoon 1.5 W lamps:ID3:Other 1 30 2 60 LED candela chandelier:ID4:Other 4 1 3 3 I LED par lamp pendant:ID5:Other 1 1 15 15 LED A lamp chandelier:ID6:Other 1 2 3 6 LED par lamp pendant:ID7:Other 3 3 15 45 LED A lamp chandelier:ID8:Other 3 3 3 9 Track lighting 1:T:Wattage based on low-voltage transformer capacity 0 0 0 150 HID 1:D:Metal Halide 32W/Standard 1 13 39 507 I HID 2:D1:Metal Halide 32W/Standard 1 8 22 176 Total Proposed Watts= 983 Section 4: Requirements Checklist - -- -- -- I , Lighting Wattage: .,� -- �-- _ ;; � 1. Total proposed watts must be less than or equal to total allowed watts. �'`' NOV 16 2011 � �JII � Allowed Watts Proposed Watts Complles � u 1101 983 Passes TO W N C7� VA I L ------- - ..v_t�..._._..,_.___..._� Controls, Switching, and Wiring: � 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. � 3. Daylight zones have individual lighting controls independent from that of the general area lighting. � _ __._ _ _ -._.�_ ..__ _ Project Title: La Bottega Deli Report date: 11/14/11 Data filename:P:\Current Projects\11091.00-La Bottega Deli\Calculations\COMcheck�La Bottega.cck Page 1 of Exceptions: � Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. � Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. � 4. Independent controls for each space(switch/occupancy sensor). Exceptions: � Areas designated as security or emergency areas that must be continuously illuminated. � Lighting in stairways or corridors that are elements of the means of egress. � 5. Master switch at entry to hotel/motel guest room. � 6. Individual dwelling units separately metered. � 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. � 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of altemate rows of luminaires,altemate luminaires,or altemate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. � The area is a corridor,storeroom,restroom,public lobby or sleeping unit. p Areas that use less than 0.6 Watts/sq.ft. � 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. � 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. � 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: � Electronic high-frequency ballasts;Luminaires on emergency circuits or with no availab�e pair. � Section 5: Compliance Statement Compliance SYatement: The proposed lighting alteration project represented in this document is consistent with the building plans, specifications and oth�r calcuTations submitted with this permit application.The proposed lighting alteration project has been designed to meet the 2009 I C,Chapter 8,requirements' AaeheckV rsio�and to comply wit the mandatory requirements in the Requirements Checklist. � i l ; - � --� : � /� � I Name- Signature Date � � C� � � � � � NOV 16 Z011 TOWN OF VAlL - _ . __._ _ .� _ __ - _.. Project Title: La Bottega Deli Report date: 11/14/11 Data filename:P:\Current Projects\11091.00-La Bottega Deli\Calculations\COMcheck\La Bottega.cck Page 2 of Dune#1851 Page 1 of 2 ` « ��'��f�s� (��r��^'��' B�srn�nr�, Search Enter Product#,name or term �a�;� � idxes 6ecartm reafty:"' My Arm;trong � View Cart COMMERCIAL CEILINGS&WALLS�USA&Canada Chanye Country � En franSais ��1 t. �• � � �. Mineral Fiber Dune - Item #1851 �Email ,a,Print � Cirrus Dune � TOOLBOX Fine Fissured - Health Lone Ultima °°"v Calculate Recycled Content Value Mesa School Zone Fine Fissured �� `w:+ Regional Materials Eli9ibility Ultima �. 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Guarantee Against Mold/Mildew&Bacteria PERFORMANCE SELECTION Acoustic5 NRC: 0.50 Acoustics CAC: 35 Acoustics AC: N/A � Fire Resist/ Flame spread: Fire Resistive � Light Reflect: 0.83 � Humidity HumiGuard ��l � (� � � M � Resistance: Plus �� U7 U ;�,,i' �� Anti-microbial: BioBlock+ �-�'�' �u� NOV 16 2011 Durability � Scratch resistance ; TpWN OF VAIL ENVIRONMENTAL httn://www.armstron�.com/c�mmceilin�sna/ceilin� clata.i�n�nrn�ln�tT,ineTr�=1 FiRJitPmTr1=( 1 1/7/��1 1 �rmstrong Fire Resistant Ceilings Code Compiiance and Standards Local building codes for safe construction rely on two ratings to evaluate compliance: u5e or,�v F;re�uara products •Material Fiame Spread Rating" ior Fire-Rated Assernblies •Construction Assembiy Fire-resistance'Rating These ratings are based on ASTM standards. Compliance is determined by several independent, nongovernmental testing services such as Underwriters Labaratories, Inc. Armstrong ceiling panels and suspension systems Selecting the Right UL Fire-Rated Fire-Resistance Rating of a Ceiling listed in fire-rated assemblies are designated as Assembly Assembly(ANSI/UL 263—ASTM E119 Fire Guard'""products and are identified with the �.Establish the hourly rating needed to and NFPA 251)(CANlULC-S101 M) Fire Guard icon throughout this catalog. meet code requirements. The degree to which(measured in hours)the Fire Guard Ceilings are specially formulated to entire assembly,not individual components, 2.Determine the existing or planned building provide enhanced resistance against structural elements,including structural,mechanical, withstands fire and high temperatures. failure. electrical and finish materials,in the fire-rated Specifically,it is an assembly's ability to prevent Fire Guard Suspension Systems have patented assembly. the spread of fire between spaces while retaining expansion reliefs,to help maintain structural structural integrity. 3.Aefer to the Flre Resistance Rating Summary integrity of the ceiling. (armstrong.com/ulfire)to determine the UL The resulting fire-resistance rating relates to the design numbers and ceiling system products assembly in its entirety and is published or that correspond to the fire-rated assemblies classified in the UL Fire Resistance Directory. that meet your needs. 4.Refer to the Fire Resistance Selector Flame Spread Rating of a Ceiling Material information on the Ceilings Selector chart on (ASTM E84)(CAN/ULC-S102Mj Y page 238 for a list of Fire Guard fire-resistive The relative rate at which a flame will spread over � � � ceilings. the surface of the material.This rate is compared :'.wE...:�::t43�±��.i.$.�3[..�,`J. .'�rr.r�e�FA�.:.� 1�rz� F;; ,, against a rating of 0 for inorganic reinforced , � � � �,� x �� cement board and a rating of 100 for red oak. �� ,�W: �°�� '°< �� Two types of fire-rated construction Class A ceilings have flame spreatl ratings of 25 or ��_ �. � ' a assemblies pertain to acoustical ceiling less — the required standard for most � " systems: :�� =°*��=�� commercial applications. �'' Roof/Ceiling Assemblies Armstrong fire resistant ceiling panels antl tile Ceiling system,lighting,HVAC outlets and other meet both Class A surtace burning characteristics penetrants through the ceiling,the plenum,roof Per ASTM E84 as well as fire-resistive support structure and roof assembly inclutling construction requirements as classified in the deck,insulation and roofing system. UL Fire Resistance Directory. ivlain Runner expansion relief FloorlCeiling Assemblies Ceiling system,lighting,HVAC outlets and other Continuous Versus Open Plenum Ceilings penetrants through the ceiling,the plenum, A continuous ceiling may allow sprinklers and structural system,subfloor and finish floor. smoke detectors to activate faster,providing added escape time for occupant evacuation. In builtlings where a ceiling is not in place,the height of the space is normally greater and�oultl delay the operation of the fire sprinkler or smoke detector systems. 'Note:Flame spread and fire-resistance ratings are separate issues,and must be addressed independently � � in selection and specification. � I - _.. I : Armstrong Resources Available to You: �i " � i For UL Fire Resistive Ceiling Assembly •armstrong.com/fireguard � i ' � � Details,see armstrong.com/ulfire �; �`"�' � �� •TechLine at 1 877 ARMSTRONG(276-7876) � •CS-3959 Suspended Ceiling or Open Plenum—Making the Right Choice i •Summary listing,UL fire-Resistive I <�-•I Ceiling Assemblies—armsVong.comlulfire � j .a � 2 5 7 UL Fire Summary Listing(above) TechLines"'877 ARMSTRONG armstrong.com/performance CS-3959(below) Dune #1851 Page 2 of 2 Total Recycled Content: 32% Post-consumer Recycled Content: 0% Pre-consumer Recycled Content: 32% `�s Calculate Recycied Content Value LEED Credit Area Contribution EA Credit 1 Optimize Energy Performance MR Credit 2.1,2.2 Construction VVaste Management MR Credit 4.1,4.2 Recycled Content MR Credit 5.1,5.2 Regional Materials MR Credit 6.0 Rapidly Renewable Materials EQ Credit 4.1 io 4.6 Lotiv-Emitting Materials EQ Credit 8.1,8.2 Daylight and Views �i RECYCLdN{3 PPlt](3RAM A�liations: <}A;ro(i!5 i1Y i SS�i{30. 11K.�¢�Nr(�. R`tld�iC2 PHYSICAL DATA Material: Minerel Fiber,Wet-formed Texture: Fine Pattern: No Pattern Surface Finish: Factory applied latex paint Weight: 1.22(Ibs/sqft) Sqft(Sqft/Carton): 64.0 ASTM Classification: Type: III, Form: 2, Pattern: CE Insulation Value: R Factor-BTU: 1.6 BTU,R Factor-Watts: 0.28 WAT Hardware Friendly N �Y/N)� Get new product aierts: Enter Your Email Address Armstrong Home � Global Websites � Commercia�Floors � Commercial Ceilinys � Careers � Site Map About Armstrong � Global Locations � Contact Armstrong �Terms&Conditions � Privacy Policy Armstrong World Industries P.O. Box 3001 Lancaster, PA 17604 OO 2000-2011 AWI Licensing Company.All rights reserved. http://www.armstrong.com/commceilingsna/ceiling_data.j sp?productLineId=16&itemId=6... 11/7/2011 UL Fire Resistive Ceiling Assemblies MINIMUM MN7(IMUM MRXIMUM PANEL OR PqNEL FI%7URE 011C7 UL OESIGN CONCRETE TIIE SIZE OR TILE PENETRAT70N PENETRATION GRID OECK CONSTRUCTION 7YPE NUMBER TNICKNE55 6 TYPE THICNNESS ((t�/100 R�) P�7�100(t� SVSTEM�S) CONCRETE FLOOR/CEILING ASSEMBLIES CONCRETE ON FULL CELLULAR DECK 4-Hour-Concealed Grid AO'11(21-4) 2-1/2" 12"x l2"�P SB" None None 4 3-Hour-Concealed Grid A012�3�-4) 2-1/2" 12"x 12";P SB" 25 576 �4 CONCRETE ON FLAT CELLULAR,FLUTED OR BLEND DECK 4-HOUr-Concealed Grid A011(21-4) 2-�/2" 12"x 12";P 5/8" None None 4 3-Hour-Concealed Grid A012(31-4) 2-t/2" 12"x 12";P 5/8" 25 576 4 3-Hour-Exposed Grid A211(95-3) 3" 24"x 48";P or PC SB" 24 576 1,2 A212(200-3) 2-1/2" 48"x 48";PC SB" 25 158 t,2 36"x 60";PC 30"x 60";PC D216 3-t/4" 24"x 24";BF �B"(P or PC) 24 576 1,2 24"x 24"to 30"x 60";P 3/4"(BF) 24"x 24"to 36"x 60"or 48"x 48";PC 2-Hour-Exposed Grid A202(246-2) 2-1/2" 48"x 48";PC 5/8" 24 576 1,2,3 36"x 60";PC 36"x 36";PC 30"x60";PorPC 30"x 30";P or PC 24"x 60";P or PC 24"x 48";P or PC 24"x 36";P or PC 24"x 24";P or PC 20"x 60";P or PC D216 2-�/2" 24"x 24":BF 5/8"(P or PC) 24 576 7,2,3 24"x 24"to 30"x 60":P 3/4"(BF) 24"x 24"to 36"x 60"or 48"x 48";PC A2�0(220-2) 2-1/2" 24"x 48";P or PC 5/8" 24 576 1,2 24"x 24";P or PC CONCRETE ON RIBBED OR CORRUGATED DECK 3-Hour-Concealed Grid G033(218-3) 3-V2" 12'x 12`to 17'x 36"or y4"(BF or P) 25 288 4 12"x 12"to or Y8"(PC) 24"x 24";BF,P,or PC 3-HOUr-Exposed Grid G256 3-1/2" 24"x 24";BF or P S�B"(P or PC) 24 255 7,2 24"x 48";P or PC or 3/4"(B� 2-HOUr-Concealed Grid G028(92-2) 2-1/2" 24^x 24";BF or P 3/4"(BF)or 25 576 4 S/8"(P) G037(287-2) 2-1/2" 1T x 1Y to�2"x 36"or 3/4"(BF)or 25 288 4 12"x 12'ro S8"(P or PC) 24"x 24";BF,P,or PC G023(322-2) 2-1/2" 12"x 12";BF or P 3/4" 24 288 4 � 24"x 24";BF or P ��1""" 2-HOUr-Exposed Grid � G256 2-1/2" 24"x 24";BF or P 5�B"(P or PC) 24 576 7,2,3 � 24"x 48";P or PC or 3/4"(BF� G258 2-1/2" 24"x 24";P SB" 24 113 1,2 24"x 48";P G214 2-3/4" 24"x 48";P 5/8" 17 57 1.2 20"x 60";P CONCRETE ON METAL LATH,RIBBED OR CORRUGATED DECK 3-HOUr-Concealed Grid G036 3-�/4" 12"x 12";P SB" �4 81 4 l2"x 24":P G030(57-3) 3" 12"x 72"[0 12"x 36"or 3�4" None None 4 12"x 12"to 24"x24";BFOrP 3-HOUr-Exposed Grid G229(232-3) 3-1/4" 24"x 48";P or PC SB" 20 576 1,2 2-HOUr-Concealed Grid G022(285-2) 2-1/2" 12"x 24";BF or P 3/4" 16 57 4 G028(92-2) 2-1/2" 24"x 24";BF or P 3/4"(B�or 25 576 4 SB"(P) G036 2-1/2" 12"x 12";P 5i8" l4 81 4 12"x 24";P G032(8-2) 2" 12"x 12";P �8" None None 4 2-Hour-Exposed Grid G209(46-2) 3" 24"x 48";P or PC S�B" 8 None 1,2 24"x 24";P or PC G244(240-2�' 3" 24"x 48";P or PC SB" 24' S76 '1,2,3 24"x 24";P or PC 20"x60";PorPC G210(253-2) 2-1/2" 24"x 24";BF or P 3/4" 24 1�3 1,2 G216(74-2) 2-1/2" 24"x 46";P or PC SB" 8 None 7,2 24"x 24":P G217(53-2) 2-1/2" 24"x 48";P or PC 5/8" S 57 7.2 24"x 24";P or PC 20"x 60";P or PC G229(324-2) 2-1/2" 24"x 48";P or PC 5/d" 20 576 1,2,3 24"x 24";P 20"x 60";P or PC G242(210-2) 2-1/2" 24"x 48";P or PC 5/8" 8 None 1,2 NOTE:Numbers in paren[heses are original ULI tlesign numbers. Some unit sizes are rw lorger available as stantlar0 icems;some Aesigns inclutle atltlitional sizes. 228 TechLine • 1 877 ARMSTRONG �mstrong MINIMIIM MA%IMUM MA%IMUM PANEL OR PANEL FI%TURE DUCT UL DESIGN CONCRETE TILE SI2E OR TILE PENETRATION PENETRAT70N GRID DECK CONSTRUCTION iYPE NUMBER THICKNE55 &TYVE THICNNE55 (k�/100 ft� Qn?M00/t� SVSTEM(5) CONCRETE ON METAL LATH,RIBBED OR CORRUGATED DECK(CONT.) 2-Hour-Exposed Grid G243(230-2)' 2-1/2" 24"x 48";P 5/8" 16' S76 1,2,3 WHAT YOU NEED z4`"Z°°:P TO KNOW TO USE zo°X so°;r THIS CHART: G236(27-2) 2-12" 24"x 48";P 5/8" None None 1,2 24"x 2a";P If�ou are unfamiliar with UL Fire Resistance G250 2-1/2" 30"x 60";P or PC 5/8" 20 �13 �.2 Ratin s be in with a zo"x 60";P or PC 9 � 9� 24"x a8";P or PC review of ineeting Code z4^x 2a";P Requirements,pg.18. i-l/2-Hour-Concealed Grid G027(7-�1l2) 2" 12"x 12";BF or P 3/4"(B�or 25 576 a As explained there,these si8"(a� ratings are applied to Go2s�2i-nYt) z° 2a�x 2n^;BF or P 3/a'�BFl or 25 5�6 q certain rypes of roof/ S�g--(p) ceiling and Floor/ceiling consWCtion assemblies, 1-Hour-Exposed Grid G241(32-7) 2" 24"x 48";P 5/8" None None 7.2 which are tested and 24"x 24";P assigned hourly ratings WOOD DECK/CEILING ASSEMBLIES manda[ed by building codes or other building DOUBIE-PLVWOOD(OR PLYWOOD),2 x 10 WOOD JOIS7S safety requirements. 1-Hour-Concealed Grid L004(9-1) NA 12"x 12";P 3/4"or 5/8" None None 4 REMINDERS: L005 NA 12"x 12";BF or P 3/4"(BF) 14 81 4 1.UL tests rate an entire t 2"x 2a°;BF or P s/e"(P) assembly.No ceiling t-Hour-Exposed Grid L209(30-1) NA 24"x 48";P 5/8" 16 110 7,2 or grid product alone L210(51-�) NA 24"x 48";P 5/8" 2q 227 �,p,g constitutes a fire rated 24"x 24";P assembly. DOUBLE-PLYWOOD(OR PLVWOOD),3 x 8 WOOD JOISTS 2.You can use only the specific[ype.size and �-1/2-HOUr-Exposed Grid L208(8-11/2) NA 24"x 48";P or PC 5/8" None None t,2 minimum[hickness of 24�X 24'P Fire Guard ceilings or grid iden[ified in each ROOF/CEILING ASSEMBLIES assembly. STANDING SEAM EXPOSED METAL ROOF 3.This[able is a guide. 1-1/2+1-HOUr- P265"" See Design 24"x 48";P or pC 3/4"(p) 24 576 � (See Ul Fire Resistance Exposed Gnd Details 24"x 24";p or pC 5/8"(pC) Directory for complete design details).To PRECAST CONCRETE PLANK purchase a copy of the 2-Hour-Concealed Grid P004(RC4-2) 2" 12"x 12";BF or P 3/4" None None 4 UL Directory: LIGHTWEIGHT INSULATING CONCREfE ON RIBBED OR CORRUGATED DECK Underwriters Laboratories,Inc. 2-HOUr-Exposed Grid P215(RC24-2) 2" 24"x 48";PC plus 5/6"PC p/us 16 57 1,2 Publications S[ock 24"x as";Gypsum ad. vz"G psum Bd. 333 Pfingsten Rd. P219 2" 24"x 48";PC plus 5/8"PC plus 16 57 �,p NorthbfOOk,IL 60062 24"x 48":Gypsum Bd. 1/2"Gypsum Bd. (Tel.)847-272-8800, P251 2-3/4"Min 24"x 48":P or PC 5/8"(P or PC) 24 576 ��z 3 ext.42612 or 42622 [0 6 3/4"" 24"x 24";BF,P,or PC 3/a"(BF) KEY TO PANEL AND 20"x 60";P or PC TILE TYPES �-1/2-Hour-Exposed Gnd P23'I 3-3/8"" 24"x 48".24"x 24";P 5/8" 24 255 ��2 pC=CERAMAGUARD 1-Hour-Exposed Grid P216(RC8-1) 2" 24"x 48";P 5/8" 16 57 �.Z BF=CIRRUS N579 '_h MINERAL-FIBER,GLA55-FIBER,OR COMPOSITE ROOF INSULATION ON FLUTED METAL ROOF DECK P =A��other produc[s � INSUTATON THICNNE55 designated Fire � Guard in this catalog � 1-1/2-Hour-Exposed Grid P225 l"Min[0 24"x 48";P or PC 5/6" 24 255 �.Z 'Allows Flat-board fixture N Unlimited Max 20"x 60";P or PC P227 1"Min to 24"x 48";P or PC 3/4"(P) 24 255 � 2 pro[ec[ion N• Unlimited Max "Concrete plus insuia[ion � [hickness G P250•••• 1"Min to 24"x 48";P or PC 3/4"(P) 24 113 � ••'plank lus insulation � Unlimited Max � 24"x 24";P or PC 5/8"(PC) P thickness C� 1-HOUr-Exposed Grid P206(RC16-1) 1"Min&Max 24"x 48";P 5/8" �6 113 1,2 � ""Square edge ceiling P210(RC4-1) t"Min&Max 24"x 48";PC 5/8" 16 57 7,2 panels only — P217(RC3-1) 1"Min to 2"Max 24"x 48";PC 5/8" 16 57 7,2 3 KEY TO GRID � P225 1"Min to 24"x 48";P or PC 5/8"(P or PC)or 24 576 1.2,3 SYSTEM TYPES p� Unlimited Max 24"x 24";BF,P or PC 3/4" (B� � 20"x 60";P or PC 1=AFG and FST 6000- N P227 1"Min to 24"x 48";P or PC 5/8" 24 255 �,p PRELUDE Fire Guard � Unlimited Max 24"x 24";P or PC and XL Fire Guard with steel cap � P250"" 1"Min to 24"x 48";P or PC 3/4"(P) 24 576 � z-qFG-A end FST 6000A- � Unlimited Max 2a"x 24";P or PC 5/B"(PC) PRELUDE PLUS Fire �' S7RUCTURAL CEMENT/WOOD-FIBER PLANK Guard and XL Fire � PLqNN T/GCKNE55 Guard wi[h aluminum 1-1/2-Hour-Exposed Grid P253 2-1/2"Min[0 24"x 48";P 5/8"(P) 24 254 7,2,3 CaP � Unlimited Max"' 2a"x 24";BF 3/4"(BF) 3=FSLK-SUPRAFINE 20"x 60";P Fire Guard with s[eei 3 1-Hour-Exposed Gnd P253 2-1/2"Min to 24"x 48";P or PC 5/8"(P or PC) 24 576 'I,2,s �aP 3 Unlimited Max"' 24"x 24";BF,P or PC 3/4"(BF) 4=Concealed Suspension (j� zo°x so`;P or ac System(see Design d POURED GYPSUM CONCRETE OVER 1/2"GYPSUM FORMBOARD DetailS in UL Directory) A CONCRETE THICKNE55 � 1-1/2-Hour-Exposed Gnd P217(RC6-'11/2) 1-1/2" 24"x 60";P 5/B" 16 288 1,2 � IRMA(INVERTED ROOF MEMBRANE ASSEMBLI� � INSULATION THICKNE55 3 � 1-Hour-Exposed Grid R2�7 2"Min to 24"x 48";P or PC 5/8" 24 255 �,2 (p (UL Canada) Unlimi[ed Max 24"x 24";BF 3/4" NOTE:Numbers in parentheses are original ULI tlesign numbers. Some uni[sizes are no longer available as standard i[ems;some designs incluae atl0itlonal sizes. armstrong.com/ceilings 229 'i UL Fire Resistive Drywall Grid System Assemblies �� MAXIMUM MAXIMUM MINIMUM FI%TURE WCT DRYWALI ULDESIGN CONCRETE DRVWALL PENETRATION FENETRATON GRID DECK CONSTRUCTION TVPE NUMBER THICKNE55 Y DRYWqLL LAYERS THIGNNE55 ((t�/100 ft�) Qn�M00lt�) SYSTEM � FLOOR/CEILING DRYWALL ASSEMBLIES CONCRETE ON COMPOSITE FLAT CELLULAR,FLUTED OR BLEND DECK 2-Hour D501 2-1/2" 1 5/8" none none DFR B000 D502" 2-1/2" 1 5/8" 24 144 DFR 8000 CONCRETE ON METAL LATH,CORRUGATED AND RIBBED DECK 3-Hour G523" 3 1 5/8" 24 144 DFR 8000 G524"' 3-1/2",3-3/4" 1 1/2" none 113 DFR 8000 G529 3-1/4" � 1/2" 24 57 DFR B000 G529 2-3/4" 1 5/8" 24 57 DFR 8000 2-Hour G523 2•t/2" 1 1/2"or 5/8"' 24 144 DFR 8000 G524"' 3-1/2",3-3/4" 1 1/2" none 113 DFR 8000 G526 2-1/2" 1 1/2"or 5/8"' 25 56.5 DFR 8000 G527 2-1/2" 1 1/2"or 5/8"' none none DFR B000 G529 2-1/2" 1 1/2" 24 57 DFR 8000 1-1/2-Hour G528 2-1/2" 1 1/2"or 5/8"' none none DFR 8000 PRECAST CONCRETE SLAB 3-Hour J502 2-3/4" 1 5/8" none none DFR 8000 2-Haur J502 2" 1 5/8" none none DFR 6000 WOOD DECK/CEILING DRVWALL ASSEMBLIES PLVWOOD 2 x 10 WOOD JOISTS 1-Hour L502 NA 1 1/2" none none DFR 8000 L513 NA 1 5/8" none none DFR 8000 L515 NA 1 l/2" none none DFR 8000 L525 NA 1 1/2"or 5/8"' 24 57 DFR 8000 L526" NA 1 5/S" 24 �14 DFR 8000 PLYWOOD (2)2 x 10 or(1)4 x 10 WOOD JOISTS 1-Hour L508 NA 1 5/8" none none DFR 8000 PLYWOOD WITH WOOD TRUSSES 1-Hour L529 NA 1 5/B" 24 57 DFR 8000 � ROOF/CEILING DRYWALL ASSEMBLIES ��. STANDING SEAM EXPOSED METAL ROOF WITH BATTS/BLANKETS � 1-Hour P516 NA 2 5/8" none none DFR 8000 f0 MINERAL FIBER,FOAM ON CELLULAR,FLUTED,CORRUGATED METAL DECK T2-Hour P501 NA � 5/8" none none DFR 8000 �- P514 NA 1 5/8" 24 255 DFR 8000 � 1-1/2-Hour P507 NA 1 5/8' 24 57 DFR 8000 � N P510 NA 1 5/8" 24 57 DFR 8000 � P513" NA 1 5/8" 24 144 DFR 8000 � 1-Hour P508" NA 1 5/8" 24 144 DFR 8000 � P509" NA 1 5/8" 24 144 DFR 8000 ln P510 NA 1 l/2" 24 57 DFR 8000 N fD MINERAL FIBER/LAMINATED GYPSUM PLANKS � 7-1/2-Hour P506 NA 1 � 5/8" 24 57 DFR 8000 � ' Depentls on racing,manufac[urer '� " Optional acous[ical tile may be glue applietl ro gypboard (� ArmsVOriq DrywaO Furring "Design[o Fi["items%L8926.XL8947 and XU918 canno[be used as part ol a ULI Fire Resistive Design. � 8000-UL Oesignatioq fireguartl Nywall furring system > '°Concrere[hickness depentls on joist depth usetl .� � .N � L � w 230 TechLine • 1-877-ARMSTRONG i � Restrained Assembly Ratings — 1, 2 and 3 I-ir. (See Items 2, 5, 11B, 13, 13D and 13E) U�restrained Assembly Ratings — 1, 2 and 3 Hr. (See Items 2, 5, 11B, 13, 13D and 13E) Unrestrained Beam Ratings — 1, 2 and 3 Hr. (See Items 13, 13D and 13E) z � � � 4-�-°;�•��. �..s—°`�.`► �-°�T° .:n .'°"`_ �`"�o'—°�' �`: �',.�,..�d , - � � $« _ g 9 � � �� $ 20�1/2" i � �o ;:� � .,.. r � ... �, ... ... �. .ti .�. �....+ �1 14 �3 2 3 4 k� ^�`�.-,�-�.=�-=-4— b-.;- �y�.� •.�.:•,�.;a,,�-�,.�-��p: a-�:-•�-a,:,��L'-,�•.. - -- - � 5 fi to � .^ 20-I/2° l l 12 $ -- --- — N N N N '/\�hi 1i i.i�.�V N N .�v h� �W%'��, �V r/ �. . . "'�' .I .- w-.L7+��A�' ...r�T. r +M� A...� _ � . . . . . . . . . . �•�' ' 4 1. � ) ___ 611 .V N N N N N N N N N N N�/h. N �iV ti� N .r�� 14 �g 7 1. Beam — W6{x}12, min size. As an alternate to beam, steel joist girders of 20 in. min depth, 14 lbs per lin ft min weight with min area of steel of 1.12 sq in. for chord members. Min distance from bottom of the joist girder to bottom of the ceiling is 10 in. For lowering the ceiling, the suggested method of using intermediate supports described under Sus- pension Systems in the Design Information Section General should be followed. 2. Norrnal-Weight Concrete — Carbonate or siliceous aggregate, 150{+or-}3 pcf unit weight, 3500 psi compressive strength. For the 2 hr Restrained and Unrestrained Assembly Ratings, min concrete topping thickness is 2-1/2 in. For the 3 hr Restrained and Unrestrained Assem- bly Ratings, min concrete topping thickness is 3-1/2 in. The concrete topping thickness shall be measured from the surface of the concrete to the top plane of the steel deck corrugations. 3. Steel Form Units — Min 9/16 in. dee corrugated units, min 28 MSG galv steel. Welded to supports with 1� in. puddle welds throu h welding washers. Welds located at each joist along the side lap�and 48 _ �� y ., . „ � ., .. �. . - - #! J r � � ! I e i 06-28-2012 Inspection Request Re orting Page 9 � 4•26 pm Vail CO - Citv O � � Requested Inspect Date: Friday June 29, 2012 r Site Address: 100 E�VIEADOW DR VAIL ; VAIL VILLAGE INN PHASE 5, SUITE 119, LA ,: � A/P/D Information Activity: 611-0492 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: M Insp Area: t Owner: STAUFER COMMERCIAL LLC € Contractor. MASTIFF DEVELOPMENT Phone: 970-390-5827 � t Description: INTERIOR REMODEL TO CREATE A DELI � i s' Requested Insaection(s) � Item: 290 PLMB-Final Requested Time: 04:00 PM ; Requestor: MASTIFF DEVELOPMENT Phone: 970-390-5827 � Comments: 37 8 � Assigned To: J N Entered By: JMONDRAGON K = Action: Time Exp: �� k � �' � 4 5 4 d � � ¢ � � F 2 Inspection Historv ` � Item: 120 ELEC-Rough *'Approved"* � 03/14/12 Inspector. sgremmer Action: AP APPROVED � Comment: i Item: 200 MECH-Rough 4 Item: 210 PLMB-Underground Item: 220 PLMB-Rough7D.W.V. ""Approved"" 03/13/1Z Inspector: gremmer Action: AP APPROVED � � Comment p Item: 230 PLMB-Rough/Water "'Approved** 03/13/1Z Inspector: gremmer Action: AP APPROVED � Comment: � Item: 30 BLDG-Framin.g � Item: 50 BLDG-Insulation ` Item: 60 BLDG-Sheetrock Nail "*Approved*" j 03/26/12 Inspector: Martin Action: AP APPROVED j Comment: , 05/04/12 Inspector: JRM Action: AP APPROVED � Comment: DRAFT STOP IN CHASE APPROVED ; Item: 190 ELEGFinal i 05/25/12 Inspector. sgremmer Action: DN DENIED ! Comment: 3 phase service needs to be completed it is part of the permit and scope of work '� all 125volt recpts.to be GFCI protected in kitchen area ', Item: 290 PLMB-Final ' Item: 390 MECH-Final ' Item: 90 BLDG-Final ; 9 i ) REPT131 Run Id: 14593