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HomeMy WebLinkAboutB06-0039TOWN OF VAIL ~ DEPARTMENT OF COMMUNt rY DEVELOPMENT 75 S. FRONTAGE ROAD ~~-~ \~ VAIL, CO 81657 970-479-2138 ~ \~~ `~~ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ~j ~~~ ~ E ~ ~ ~~ ADD/ALT MF BUILD PERMIT Job Address.: Location......: Parcel No....: Legal Description: Project No...: 122 E MEADOW DR VAIL Village Center Units 6C/7C 210108208006 ~~Z~~ -(~~~o Permit #: B06-0039 Status...... Applied... Issued .... Expires...: ~~~ ISSUED 03/07/2006 07/07/2006 01/03/2007 OWNER KING, MARK M. & BRENDA K. -J03/07/2006 28127 MEADOWLARK DR GOLDEN CO 80401 APPLICANT HIGHLAND BUILDERS CORPORATI003/07/2006 2598 Palmer Park Blvd. Colorado Springs CO 80909 License: 208-A CONTRACTOR HIGHLAND BUILDERS CORPORATI003/07/2006 2598 Palmer Park Blvd. Colorado Springs CO 80909 License: 208-A Desciption: VILLAGE CENTER UNT 6C AND 7C-INTERIOR REMODEL Occupancy: R-2 Type Construction: I-B Phone: (719) 520-5100 Phone: (719) 520-5100 Valuation: $242,000.00 Revision Valuation: Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ********~********~*~*****~****************************************** FEE SUMMARY ~*****~**~*****~*~******~*~***********~**********+**~~*****+ Building------> $1, 788.95 Restuarant Plan Review--> $o. 00 Total Calculated Fees--> $2, 954.77 Plan Check---> $1,162.82 Recreation Fee--------------> $0.00 Additional Fees----------> $0.00 Investigation-> $0.00 TOTAL FEES-------------> $2,954.77 Total Permit Fee---------> $2, 954.77 Will Call-----> $3.00 Payments-------------------> $2, 954.77 BALANCE DUE---------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 03/16/2006 cgunion Action: CR building code corrections required. F:\cdev\CHRIS\PERMIT.COMMEN'I'S\B06-0039\B06-0039.DOC 05/10/2006 cgunion Action: AP approved revised plans. see conditions Item: 05400 PLANNING DEPARTMENT 05/01/2006 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 03/09/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informat' feted an accurate plot plan, and state that all the information as required is correct. I agree to comply wi the information and pI'ofiplal~z to comply with all Town ordinances and state laws, and to build this structure according to the tow ing and subdivision codes,.~ign review approved, International Building and Residential Codes and other ordinances of the Town icable thereto. __ j REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY T~LEPH~ AT 479-2149 OR~r'i'"Z~JR OFF FROM 8:00 AM - 4 SIGNATURE OF OWNER OR CONTRACTOR FOR PAGE 2 CONDITIONS OF APPROVAL Permit #: B06-0039 as of 07-07-2006 Status: ISSUED Permit Type: Applicant: 07/07/2006 Job Address: Location: Parcel No: ADD/ALT MF BUILD PERMIT HIGHLAND BUILDERS CORPORATION (719) 520-5100 122 E MEADOW DR VAIL Village Center Units 6C/7C 210108208006 Applied: 03/07/2006 Issued: To Expire: 01/03/2007 Description: VILLAGE CENTER UNT 6C AND 7C-INTERIOR REMODEL *~~*~**~*~~*~**~:**~:*~~*~:*~:*~:*~:~*~:*~:**~:**~~*~*~*Conditions:~**~*~~**~**~~**~:**~:*~*~:**~*~:*~:**~*~****~:~~~* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0007864 Fire sprinkler system required and shall comply with NFPA 13(2002) and VFES standards. Cond: CON0008016 STRUCTURAL AND SHOP PLANS FOR WINDING STAIRS ARE DEFERRED SUBMITTAL ITEM. PLANS TO BE APPROVED PRIOR TO FRAME INSPECTION. Cond: CON0008017 SPECIAL INSPECTION REQUIRED FOR STRUCTURAL STEEL FABRICATION, FIREPROOFING AND WELDING Cond: CON0008018 FIRESTOPPING DETAILS AND ALL FIRE RESISTIVE ASSEMBLY UL, GYPSUM OR OTHER FIRE RESISTIVE LISTINGS TO BE PROVIDED TO INSPECTOR AT FRAME AND DRYWALL INSPECTIONS SEE PLANS. TOWN OF VAIL, COLORADO Statement Statement Number: 8060000941 Amount: $2,954.77 07/07/200602:37 PM Payment Method: Check Init: DDG Notation: King 3272 ----------------------------------------------------------------------------- Permit No: B06-0039 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-082-0800-6 Site Address: 122 E MEADOW DR VAIL Location: Village Center Units 6C/7C Total Fees: $2,954.77 This Payment: $2,954.77 Total ALL Pmts: $2,954.77 Balance: $0.00 ************************************~***********~*****~k~k**~***********~~******************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 1,788.95 PF 00100003112300 PLAN CHECK FEES 1,162.82 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -05 -2013 at 08:29:12 02/05/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R070000187 Amount: $47.00 02/20/200702:36 PM Payment Method: Check Init: DDG Notation: Mark Hallenbeck 280 ----------------------------------------------------------------------------- Permit No: B06 -0039 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101 - 082 - 0800 -6 2101 - 082 - 0803 -4 Site Address: 122 E MEADOW DR VAIL Location: Village Center Units 6C /7C Total Fees: $3,111.77 This Payment: $47.00 Total ALL Pmts: $3,111.77 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 47.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -05 -2013 at 08:29:07 02/05/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R060000941 Amount: $2,954.77 07/07/200602:37 PM Payment Method: Check Init: DDG Notation: King 3272 ----------------------------------------------------------------------------- Permit No: B06 -0039 Type: ADD /ALT MF BUILD PERMIT Parcel No: 2101- 082 - 0800 -6 2101 - 082 - 0803 -4 Site Address: 122 E MEADOW DR VAIL Location: Village Center Units 6C /7C Total Fees: $3,111.77 This Payment: $2,954.77 Total ALL Pmts: $3,111.77 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 1,788.95 PF 00100003112300 PLAN CHECK FEES 1,162.82 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ~~ ~ LI TI N WILL OT B F INCOMPLETE OR UNSIGNE '~ Project #: ~~9'y~~2- ~ Building Permit #: ~*' 970-479.-2'149 {Inspections) ~~~~~~,, TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: ~«tfL.~t~t~ ~ t C Town of Vail Reg. No.: Contact Person and Phone #'s: ~o~-A I~ ~>`~~~7~q 'fit-7~q8 Email address: ~ ~ Fax #: 6 _ ~ Contractor Signature: COMPLETE VALUATIONS FOR BUILDING PERMIT Labor ~ Materials BUILDING: $ ~QO.DOD. vc~ ELECTRICAL: $ ~s'gr,~o. vD OTHER: $ ~ PLUMBING: $ s` ppp , JU MECHANICAL: $ ~~. vD TOTAL: $ ',~ yZ, D pp ~ dp For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www.eagle-county.com Parcel # ,,. -~. , -- `°~ _- - ~ ~ . ~j~ Job Name: ~~ ~ ~5` ~JN ~~wBeD`` K 7C Job Address: ~ 2 vt ~ V , iT ~ y ~ ~ ~ ' . ow - ~. ~~ Legal Description Lot: Block: Filing: Subdivision: Owners Name: N~ lC~N Address: ~°o (~? ~~~ ~ ~~,~ Phone: 3 6 - 9~~ B Architect/Designer: Address: Phone: Wlt i .o lY91,0 +~~ o. 91D 9'~6-6 x.73 Engineer: ~~ ~ rt~iE~.t,K6 A dre H~'7~ ~ Phone: ¢ b ~ 7 3 I Detailed description of work: =w 7~rkt o-i~ IQ~c...~.o~c-~ Work Class: New () Addition ( ) Remodel (y~ Repair ( ) Demo ( ) Other ( ) Work Type: Interior (yam Exterior ( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: ~j No. of Accommodation Units in this building: ~ No/T a of Fireplaces Existin Gas A liances ~ Gas Los Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A pliances Gas Los Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes (,~'~ No ( ) Does a Fire Sprinkler System Exist: Yes (/)'" No ( ) FOR OFFICE USE ONLY w.-,.,, T pe of Construction: Date Received: Occupancy Group: Accepted By: ~! '~"' ~} ial '.~ ~~~ ~ ~ i; ~~~ ~wamoxs F:\cdev\FORMS\Permits\Building\building~ermit.DOC Page 1 of 16 r~ ~ „~ ~i ~' ~w~ MAR ~~ ~Q06 VAIL 02/09/2005 ~~~~` Department of Community Deve%pment Building Safety and Inspection Services 75 South Frontage Road l/ail, Co%rado 81657 970-479-2138 FAX 970-479-2452 www. vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor/Applicant Architect Highland Builders Corp. Miller Design Mark Hallenbeck prof#? FAX/Email #: mark@highlandbuilders.com 926.6274 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 3 Chris Gunion, Building Plans Examiner 03/ 16/2006 606-0039 King . 124 Willow Bridge unit 6C/7C R-2 I-B The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail The fo/%wing comments wi//need to be addressed prior to issuance of a bui/ding permit; For processing; • Please submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writi~ to each comment by marking the attached list or creating a response letter Indicate which plan sheet detail specification or calculation shows the requested information Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's ~~wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans For commercial or multi-family proiects all sheets of the plans must be stamped. Architectural Comments: 1 All sheets of the architectural plans must be stamped and signed by the Colorado State Licensed Architect of record. IBC 106.1 2 Revise construction type on sheet COV. Type II-FR construction is designated as I-B per the 2003 IBC. 3 Clarify occupancy type. Occupancy type appears to be R-2 occupancy condo. IBC ch. 3 4 Revise code sheet on sheet COV. 2002 National Electrical Code is adopted by State of Colorado and Town of Vail 5 Specify all applicable codes in code summary sheet COV. 2003 International Fuel Gas Code, NFPA 72 and NFPA 13 for fire alarm and fire sprinkler. 6 Amend plans to show means of egress from the unit. Show location of exit access, exit stairs, and exit discharge per IBC Ch. 10. Two complying exits are required per IBC 1004.1.2 and IBC 1014.1. 7 Include complete construction details for the 2 hour floor/ceiling assembly per IBC table 601. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans 8 Include complete construction details for the 1 hour roof/ceiling assembly per IBC table 601. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans 9 Include complete construction details for the 2 structural frame columns and beams per IBC table 601. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans. Reference details at column and beam locations on the plans. 10 Amend plans to reference the wall 1 or 2 hour wall assemblies on the plans. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans. 11 Specify 1 or 2 hour wall construction at any shafts. IBC 707. 12 Include firestopping details for any penetrations in the fire resistive walls, floor/ceiling assembly, or roof/ceiling assembly. 13 Include construction details for maintaining fire resistive integrity at all recessed light fixtures. IBC 712.4.2. 14 Specify fire dampers at all bath exhaust fans, HVAC supply, or return ducting located in the fire resistive ceilings. IBC 716. 15 Include detail for 1 hour shaft construction and duct routing for kitchen and laundry exhaust ducts where fire dampers cannot be installed. IBC 716. 16 Specify 20 minute fire doors at doors into the exit corridors. IBC 1016 17 Include stairway construction details to show non-combustible construction per IBC 603. 18 Include stairway tread details to show compliance with winding stairway provisions per IBC 1009.3. 19 Include details for stairway handrails per IBC 1009. 20 Revise guard heights to 42" per IBC 1012.2 21 Show hearth extension dimensions per IBC 2111.10. 22 Specify flamespread index for all combustible interior finish materials per IBC Table 803.5 23 Include complete plans for proposed mechanical equipment and system above powder room and great room. Include condenser location for A/C system, duct and register locations etc. per 2003 IMC. Obtain Town of Vail Planning Department approval for any exterior equipment. Structural Comments: 24 Verify structural column relocation and increased load on existing roof beam is in compliance with IBC 3402.2. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F•\cdev\CHRIS\PERMIT.COMMENTS\606-0039\606-0039. DOC „~,,Drintable Details Account Number: R010663 Parcel Number: 210108208007 Tax Area: SC103 Mill Levy: 46.3410 Owner Name/Address: KING, MARK M. & BRENDA K. -JT 28127 MEADOWLARK DR GOLDEN, CO 80401 Legal Description: CONDO: VILLAGE CENTER UNIT:7C DESC:BLDG B PK SP 17 BK-0238 PG-0323 BK-0237 PG-0916 GD 11-07-74 BK-0431 PG-0574 QCD 11-26-85 BK-0557 PG-0912 DC 07-02-91 BK-0558 PG-0777 QCD 01-03-91 BK-0561 PG-0579 QCD OS-27-91 R742447 DEC 10-26-00 R742448 DEC 10-26-00 R752103 CWD 06-21-00 Physical Address: 000124 WILLOW BRIDGE RD Unit : 7C VAIL AREA Acres: 0.01 Property Tax Valuation Information Actual Value Assessed Value Value Land 190230 15140 Improvements 1402890 111670 Total 1593120 126810 Sale History Reception Number: M-901949 Book: n/a Page: n/a Sale Date: 12/27/2004 Sale Price: 3695000.00 Deed Type: WARRANTY DEED Grantor GILLILAND, ALLEN T. -GILLILAND, Remarks: Multi-sale includes unit 6C, Schedule R010662. Reception Number: n/a Book: 0232 Page: 0131 Sale Date: 11/14/1973 Sale Price: 88000.00 Deed Type: WARRANTY DEED Grantor n/a Remarks: n/a Improvement Information Residential Buildings: 1 Commercial Buildings: 0 Heated Areas http://www.eaglecounty.us/patie/printable details. cfm Page 1 of 3 03/07/2006 ._ Printable Details r MAIN FLR AREA 1369.000 Total 1369 All Areas MAIN FLR AREA 1369.000 BALCONY 80.000 Building Characteristics (First Improvment In Account) ABSTRACT CODE CONDO-LAND ACT_YEAR_BLT 1973 AIRCOND NONE ARCH_STYLE CONDO BASEMENTFINISH NO BASEMENT BATHS 3.00 BEDROOMS 3.00 BUILDING_TYPE CONDOMINIUM CONST_QUAL GOOD DEP02 YEAR - 1985 EXTERIOR_WALL FRM STUCCO FIXTURES 10 FLOOR CARPET INV FRAME REINF CONC GARAGE NO GARAGE HEATING_FUEL GAS HEATING_TYPE BASEBOARD INTERIOR_WALL DRYWALL LOCATION_ADJ LOC.ADJ. NEIGHBORHOOD VILLAGE CENTER ROOF COVER BUILT-UP ROOF STRUCTURE SHED ROOMS 5 SHAPED N/A STORIES STORIES 1 SUPER_NBHD VAIL CORE CONDO UNITS 1 USE CODE RESIDENTIAL WALL_FIN N/A Tax History Tax Year Transaction Type Amount 2005 Tax Amount 5876.50 2005 Tax Payment: First Half -2938.25 2004 Tax Amount 4450.28 2004 Tax Payment: First Half -2225.14 2004 Tax Payment: Second Ha lf -2225.14 2003 Tax Amount 4342.74 2003 Tax Payment: First Half -2171.37 2003 Tax Payment: Second Ha lf -2171.37 http://www.eaglecounty.us/patie/printable _details. cfin Page 2 of 3 03/07/2006 .~ -~'rintable Details Page 3 of 3 2002 Tax Amount 5842.12 2002 Tax Payment: First Half -2921.06 2002 Tax Payment: Second Half -2921.06 2001 Tax Amount 5545.78 2001 Tax Payment: First Half -2772.89 2001 Tax Payment: Second Half -2772.89 http://www.eaglecounty.us/patie/printable_details.cfin 03/07/2006 Printable Details Account Number: R010662 Parcel Number: 210108208006 Tax Area: SC103 Mill Levy: 46.3410 Owner Name/Address: KING, MARK M. & BRENDA K. -JT 28127 MEADOWLARK DR GOLDEN, CO 80401 Legal Description: CONDO: VILLAGE CENTER UNIT:6C DESC:BLDG B BK-0244 PG-0149 WD 12-02-75 BK-0557 PG-0912 DC 07-02-91 BK-0561 PG-0581 QCD 08-27-91 R742447 DEC 10-26-00 R742448 DEC 10-26-00 Physical Address: 000124 WILLOW BRIDGE RD Unit : 6C VAIL AREA Acres: 0.01 Property Tax Valuation Information Actual Value Assessed Value Value Land 190230 15140 Improvements 1402710 111660 Total 1592940 126800 Sale History Reception Number: M-901949 Book: n/a Page: n/a Sale Date: 12/27/2004 Sale Price: 3695000.00 Deed Type: WARRANTY DEED Grantor GILLILAND, ALLEN T. -GILLILAND, Remarks: Multi-sale includes unit 7C, Schedule R010663. Reception Number: n/a Book: 0431 Page: 0575 Sale Date: 11 /26/1985 Sale Price: 400000.00 Deed Type: WARRANTY DEED Grantor n/a Remarks: n/a Reception Number: n/a Book: 0283 Page: 0791 Sale Date: 3/28/1979 Sale Price: 325000.00 Deed Type: WARRANTY DEED Grantor n/a Remarks: n/a Reception Number: n/a Book: 0244 http://www.eaglecounty.us/patie/printable _details.cfin Page 1 of 3 03/07/2006 Printable Details Page 2 of 3 J Page: 0150 Sale Date: 12/3/1975 Sale Price: 103000.00 Deed Type: WARRANTY DEED Grantor n/a Remarks: n/a Reception Number: n/a Book: 0231 Page: 0994 Sale Date: 11/5/1973 Sale Price: 82000.00 Deed Type: WARRANTY DEED Grantor n/a Remarks: n/a Improvement Information Residential Buildings: 1 Commercial Buildings: 0 Heated Areas MAIN FLR AREA 1369.000 Total 1369 All Areas MAIN FLR AREA 1369.000 BALCONY 80.000 Building Characteristics (First Improvment In Account) ABSTRACT CODE CONDO-LAND ACT_YEAR_BLT 1973 AIRCOND NONE ARCH STYLE CONDO BASEMENTFINISH NO BASEMENT BATHS 3.00 BEDROOMS 3.00 BUILDING TYPE CONDOMINIUM CONST_QUAL GOOD DEP02 YEAR - 1985 EXTERIOR_WALL FRM STUCCO FIXTURES 10 FLOOR CARPET INV FRAME REINF CONC GARAGE NO GARAGE HEATING_FUEL GAS HEATING TYPE BASEBOARD INTERIOR_WALL DRYWALL LOCATION ADJ LOC.ADJ. NEIGHBORHOOD VILLAGE CENTER ROOF COVER BUILT-UP ROOF STRUCTURE SHED http://www.eaglecounty.us/patie/printable_details.cfin 03/07/2006 Priptable Details Page 3 of 3 ROOMS SHAPED STORIES SUPER_NBHD UNITS USE_CODE WALL_F I N Tax History 5 N/A STORIES 1 VAIL CORE CONDO 1 RESIDENTIAL N/A Tax Year Transaction Type Amount 2005 Tax Amount 5876.04 2005 Tax Payment: First Half -2938.02 2004 Tax Amount 4449.80 2004 Tax Payment: First Half -2224.90 2004 Tax Payment: Second Half -2224.90 2003 Tax Amount 4342.28 2003 Tax Payment: First Half -2171.14 2003 Tax Payment: Second Hal f -2171.14 2002 Tax Amount 5841.20 2002 Tax Payment: First Half -2920.60 2002 Tax Payment: Second Hal f -2920.60 2001 Tax Amount 5544.90 2001 Tax Payment: First Half -2772.45 2001 Tax Payment: Second Hal f -2772.45 http://www.eaglecounty.us/patie/printable_ details.cfin 03/07/2006 i '~~~~3~ A & D Asbestos Testing and Consulting John R. Peterman P.O. Box 1230 Clifton, CO. 81520-1230 Cell 970-270-3689 Home Phone 970-464-5265 S; I? ,~ `~~ e f V` ~' ~ ~ ~~~ ~~ INSPECTION REPORT PREPARED FOR: r`~~ ~~ Highland Builders Corporation 2598 Palmer Park Blvd. Colorado Springs, CO. 80909 Attn: Mark Hallen Beck LOCATION: ~ ~ ~~ ~~~ ~~r~ ~- ~~ ~~ ~ ~ '~,, ~( ~~ '`~ Village Center Condo Building B Common Hallways and Designated Units Vail, CO. 81658 REPORT PREPARED BY: John R. Peterman Inspector Manager Certificate No. 6601 2 1 A & D Asbestos Testing and Consulting John R. Peterman Asbestos Testing, Project Design, and Consulting INTRODUCTION: On May 2nd, 2003, an inspection/survey was conducted and 75 bulk samples were collected from the: RESIDENCES AND COMMON HALLWAYS: Village Center Condo Building B Vail, CO. 81658 The purpose of the inspection/survey was to locate and sample suspected asbestos containing materials that might be present in the ceilings of the hallways and units that are planed for renovation. Common hallways that were tested are the 1St floor, 2nd floor, 3rd floor, 4t" floor, St" floor, 6t" floor and the 7t" floor. The units that were tested are as follows: 1C, 1D, lE, 1F, 2C, 2D, 2F, 3C, 3F, 4C, 4D, 4E, SE, SC, 6D, 6F, 7C, and 7D. The inspection was made, and the samples were collected by ~hn R. Peterman, an A.H.E.R.A. and State of Colorado Certified Asbestos Inspector. Great care was taken during the inspection and sampling to be as accurate as possible. It should be noted that minimal damage was done to the existing building structures during the inspection so there is no documentation for unseen conditions or stored items. All samples were analyzed by DCM Science Lab in Lakewood, CO. This laboratory is deemed "Proficient" in the E.P.A.Quality Assurance (QA) program for the determination of asbestos in bulk materials, and is accredited by the American Hygiene Association (AHA). SAMPLING PROTOCOL: A random sampling scheme was used to sample the suspect materials that were discovered. If during any future demolition or renovation work, suspect material is discovered that hasn't been sampled and would be disturbed, work should be halted until the material has been tested. 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O rn a~ c y ~ ~ c~ a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U _ ~ J J J J J J J J J J J J J J J J J J J J J J J J J J J * ~ ~ ~ _ y , _ ~ , ~ * " O M ~ N C7 r O O CD N O O O _ ~ v ~ ~ 0 0 ~ ~ 0 0 ~ ~ 0 ~ 0 ~ ~ ^ ~ 0 0 ~ 0 ~ ~ ~ ~ ~ ~ ~- N C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U ~ ,~a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a o ~ w z :~ m n w o ~ ~ ~ ~ ~ w ~ w ~ w ~ u ~ ,w ~ w ~ w ~ u ~ ,u ~ ,w ~ u ~ ,u ~ ,u ~ ,u ~ ,w ~ w ~ u ~ ,w ~ w ~ w ~ w ~ w ~ w ~ = w w w w I- Q A ~_ L _J ~ NM~ID O~ N N M N OO N M r M N M C M 7 C ~t O f) M O~M M M M O M mo O t' r ~ ' N ~ ' Ms ~ t- ~ c)( ~ D1 ~ ~M ~~ Q Z N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z ~ m m m m m m m m m m m m m m m m m m m m m m m m m m m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ W Q. ~ ~ ~ ~ ~ ~ ~ m C~ C~ m C~ UUt~U i i ~ ~ ~ ~ ~ ~ m m C~ m m m m m m m m m m fn m m m m m m m m VUC~000UUUUUUUUUUUUUUUU n a (.> »»» »»»»»»»»»» > c rn c 7 C O U c ro ~ ~ c~ m~ c ~ .~ a~ ~ ~ c O L O ~~ a~ a a d rn E ca o a a a a a a a a a a a a Q a Q a a a a a z z z z z z z z z z z z z z z z z z z o 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 N ~ ~ o ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ ~ Z Z z z Z Z Z Z z Z Z Z Z z z Z Z z Z O C t0 ~ ~ ~ « o a- U ~ o ;, o = v ° ~ V c +~ M 0 ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T O U ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N = > CC U' C'3 C'3 U' C3 C'3 C'3 U' U' C7 C'3 C'3 (.`3 C`3 C'3 C3 C3 U' m o ~~ O 0 O 4. U m ~ ~ ~L Y . • ~ CC G Z ~ O N ~ ~ cn V Z p ~ ~ ~ ~ CC ~ ~ CC ~ ~ CL ~ ~ ~ ~ ~ ~ ~ CC O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ L~ V ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r + C J ~ ~ a ~ ~ N ~ w w a m ~ C G ~ N N N M ~ ~ ~ Z N 0 0 0 0 N 0 N 0 N 0 N 0 N 0 ('~ 0 ('~ 0 M 0 C7 0 0 M 0 C7 0 (~ 0 (~ 0 M 0 ~ V ~ ~ W W J m m m m m m m m m m m m m m m m m m m I .+ ca a a ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m ~ m = ~ ~ ~ ~ ~ ~ ~ ~ v ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ ~ c a » » » » > ^ J cn c n » » » » » c~ ,- M Science Laboratory, Inc. 12421 W. 49th Avenue, Unit #6 Wheat Ridge, CO 80033 DCM Project No.: ADAT 57 Client Job No.: VILLAGE CENTER CONDO Bulk Sample Analysis BULK SAMPLE ANALYSIS PROCEDURES: Page ~ of" DCM Science Laboratory, Inc. analyzes bulk asbestos samples following procedures developed by the McCrone Research Institute and in compliance with guidelines established by the Environmental Protection Agency (EPA-600/R-93/116, July, 1993). Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood which provides acontamination-free environment. The sample is then analyzed by polarized light microscopy (PLM) at 100X. When the sample consists of more than one layer, each layer is prepared and analyzed separately. Fiber and matrix materials are identified by the characterization of optical properties including color and pleochrorism, form, cleavage, relief, birefringence, extinction, orientation, twinning, interference figure and other distinguishing features. Dispersion staining is also used to further aid in mineral identification. All percentages of asbestos, other fibers and non-fibrous constituents are calculated from the values obtained from the stereo and PLM microscopes analysis. In-house and NIST standards as well as a ~~ chart prepared by R.D. Terry and G.V. Chilinger for The Journal of Sedimentary Petrology", (Volume 24, pp. 229-234, 1955) provide a guide for estimating percentages. All samples are archived for six months unless other arrangements are made by the client. ACCREDITATION: DCMSL is accredited by the AIHA (since 1986). Our laboratory number is 101526. DCMSL is accredited by NVLAP (since April 1, 1989). DCMSL complies with NVLAP and AIHA requirements unless otherwise noted. ENDORSEMENT: The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of the U.S. Government. This test report relates only to the items tested. This report may not be reproduced except in full, without the written approval of the laboratory. The analysis was performed by John Silverman, P~nalyst Ron Schott Laboratory Director '~~~~~~ Ron Schott, Analyst -~-(~ ~L~ Date ~~~a NVLAP Code 101258 w e o o e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C7 ^ `'~ a o 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 o c a W a 0 0 0 0 n. .. .. ., 0 0 0 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 ., .. u W ~ O C] ~ I ~~ o 0 0 0 0 0 0 0 0 0 0 0 0 ~n o 0 o in o 0 0 0 D F- O o 0 0 0; o o a o 0 o a o o rn o 0 0 0; o o a c d o o a; o a o a d o 0 0 0: a o o a ~, E z ~, o ~~ c~ ~ ~ a ~ F w .. x ~; ` x ` O O z 0 z ~' :~ ~ w a ¢ F U m ~ ~ co V a ` W .: 0 0 o J Q F ~b~b~b~ G p ~,~~>ma w F~ a w ~ o F N z ~ ,;, a uj w ~ H K a o w w Wa ~~ a z~ ~;o a F- j F a m , F. W Q r yi .7 "~ M w ~' F A C7 O ~ - A ~ a ~ n ti ~ F m z? ~~ F. O . ~ a d F z O w W a .] Q W W .~ ~ ~ Q w =J wa aaav a a F w ~ o . 0 Z e C 7 W q ~ a a . ~ F' c~ rUii 3 F xj pU U 5~ a m w x D S ~ a 3 7 w U x w a v ~ N ~ ~ 1 00 ^ 0 0 ~ a w ^ 3 ~ aa. F z w `a v a: z U G~:7 A w a w 0. N a ~~ z~'~o ,w,°'> U vai T w BL ~1 .a w ~ A, m ~ ~ r c ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0~ o 0 0~ o 0 0 0~ 0 0 0 0 .: 0 0 0 0 0 ~Q ~Q ~~ ~° ^ O A A A A A A A A A A A '^. A A A 'O A A A A z z z z z z Z z z z 7_ z z o z z z ~ z z Z Z F F d ~ ~ ~ ~ x x U U e p e e e e e e e e e e e e e e e e o e e e 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .: .: 'Ny ~ 00 .: '+i o ~e 00 .: ~+i o ~o 00 ~i o0 o vi vi .., ... ~a e~i ri ao o r n ^ ^ ^ ^ H ^ 5 ~ ~ ^ ~ ^ ¢ ~ a~ a a ] a a ~.aa o ~7aa ^ a ~z~a ~ 3 aa m 3 3 ~m ~~m~ ~a~~~ 3 ~omr 5~ ~ a ax~ 5~ 5~ a xa~ aawa a3wax 5~ 3zwaa , 3A ^ p w z w , Ao. ^ w w w Aa. ^ w w z w a~ ^^ w a z w w ~a A^ a w z w w .~ F 3 F F F F F F~ F F A 3 F F A F 3 F F W `z a x x x a z x x a x x Q °~ s x a x a x x ~3m3 33m3 33m3 3F.m33 F~3m33 aaiuc 0 N daicic 0 N ~, aaiucS 0 N ~, am~cS~i 0 N ~ ¢a~ucw 0 N ~, N N N N N 0 0 0 0 0 cc as ~ a a~ > > > > > x a x a a O A z O U a W F z W m u ~ w z 0 0 o a a Q 0 CJ oNo z ~ ~ a w az.~ W W 4~jOW U O A S a d G E. z F 5 ~aM ~"' Q_zooHa w W Oz° F-O ~'FaE'va m e oW .~apWww~n ~ ~~ z w w a a ~ U E- ~j W d a s o: U a. A w ' a a ~3a Y a ~ ° Q ~ U ~ W ~ ~ 3 F .~ U z O U V Z F W N F ~_ ~ ~ ~ O O ~p a W a ~ a D `o M ~ aS 'n Q Q o a H z .a U ~ 0 0 0 0 0 Q W .? 0 0 0 0 0 F W F, O ~ O a a ~ I ~ F a kl F Z O z z O C.~ o ~n o 0 0 0o a o o a O H O W a ~; x q Q U 0 0 0 0 0 0 0 00 0 .% ~n W aO oa, F W o m ~, w O w w ~ ~ F a F ,wj z oL U W n a. w z O a a W A w .~ W a. F ~ ~ Q q '~? A A O z o z z z F W a O a x U aavee 0 0 0 0 0 ~;~o~~ 0 0 o J ..] .~ .] ~ Q Q' a 3 m a a a ]~ "' A A a z F A 3 F H xQ°axx 3 F w 3 3 Q 0.1 U A kl 0 N w a w a m ~ ~ U vQi 7 W a w Qa~ O o~ U U a 0 v a w } a a w .a C1 a a w z ~-. l V TO: Hi hland Builders Cor ,yI~IFER Mark Hallenbeck p `~~ "~' DECKER °~ B-~16~~~~ mark@highlandbuilders.com ~~'~ ., , fi, TO: Chris Gunion, Building Plans Examiner ~ ~ '`~``'~ 5 i , DATE: 4/26/06 ---- ..""'`~ PROJECT: King Residence JOB NUMBER: This is in response to the Town of Vail Building Department architectural review comment, dated 3/16/06 1. "All Sheets of the architectural plans must be stamped and signed by the Colorado State Licensed Architect of record. IBC 106.1" • COMPLETED SEE SHEET: COV 2. "Revise construction type on sheet COV. Type II-FR construction is designated as I-B per the 2003 IBC." • COMPLETED SEE SHEET: COV 3. "Clarify occupancy type. Occupancy type appears to be R-2 occupancy condo. IBC ch.3 • COMPLETED SEE SHEET : COV 4. "Revise code sheet on sheet COV. 2002 National Electrical Code is adopted by State of Colorado and Town of Vail." • COMPLETED SEE SHEET: COV 5. Specify all applicable codes in code summary sheet COV. 2003 International Fuel Gas Code, NFPA 72 and NFPA 13 for fire alarm and fire sprinkler. • COMPLETED SEE SHEET: COV 6. "Amend plans to show means of egress from the unit. Show location of exit access, exit stairs, and exit discharge per IBC ch 10. Two complying exits are required per IBC 1004.1.2 and IBC 1014.1 • SEE SHEET: COV 7. Include complete construction details for the 2 hour floor/ceiling assembly per IBC table 601. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans • SEE SHEET: A5.5 • SEE SECTION: 09260 -GYPSUM BOARD ASSEMBLIES 4/27/2006 D ~ APR 2 8 1006 1 ~'; TOWN OF VAIL 8. Include complete construction details for the 1 hour roof/ceiling assembly Per IBC table 601. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans. • SEE SHEET: A5.5 • SEE SECTION: 09260 -GYPSUM BOARD ASSEMBLIES 9. Include complete construction details for the 2 structural frame columns and beams per IBC table 601. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans. Reference details at the column and beam locations on the plans. • SEE SHEET: A5.1 DETAIL: 11 • SEE SECTION: 09265 -GYPSUM BOARD SHAFT -WALL ASSEMBLIES 10. Amend plans to reference the wall 1 or 2 hour wall assemblies on the plans. Include UL, gypsum association or other listed assembly. Include the assembly specifications and listing number on the plans. • SEE SHEET: A5.5 • SEE SECTION: 09260 -GYPSUM BOARD ASSEMBLIES 11. Specify 1 or 2 hour wall construction at any shafts. IBC 707. • SEE SHEET: A2.1 & .2 • SEE SECTION: 09265 -GYPSUM BOARD SHAFT -WALL 12. Include fire stopping details for any penetrations in the fire resistive walls, floor/ceiling assembly, or roof/ceiling assembly. • SEE SHEET: A5.5 13. Include construction details for maintaining fire resistive integrity at all recess light fixtures. IBC 712.4.2. • SEE SHEET: A5.5 14. Specify fire dampers at all bath exhaust fans, HVAC supply, or return ducting located in the fire resistive ceilings. IBC 716. • SEE SHEET: A5.5 15. Include detail for 1 hour shaft construction and duct routing for kitchen and laundry exhaust ducts where fire dampers cannot be installed. IBC 716 • Kitchen Exhaust -Reuse existing fire rated mech. chase. • Laundry -removed per the owners request. 16. Specify 20 minutes fire doors at the doors into the exit corridors. IBC 1016 • SEE SHEET: A2.1 Door Schedule -Reuse existing 20 minute fire rated door. 17. Include stairway construction details to show non-combustible construction per IBC 603. • SEE Attached letter from KRM Consultants, Inc. regarding design of stairs. 4/27/2006 2 18. Include stairway tread details to Show compliance with winding stairway provisions per IBC 1009.3. • SEE Attached letter from KRM consultants, Inc. regarding design of stairs. 19. Include details for stairway handrails per IBC 1009. • SEE Attached letter from KRM consultants, Inc. regarding design of stairs 20. Revise guard heights to 42" per IBC 1012.2 • SEE SHEET: A5.5 SECTION: 1 21. Show hearth extension dimensions per IBC 2111.10. • SEE SHEET: A5.2 Section: 2 22. Specify flame spread index for all combustible interior finish material per IBC Table 803.5 • SEE SPECIFICATIONS SECTION 09640 -WOOD FLOORING 09680 - CARPET 099912 -PAINTING 23. Include complete plans for proposed mechanical equipment and System above powder room and great room. Include condenser Location etc. per 2003 IMC. Obtain Town of Vail Planning Department approval for any exterior equipment. • Removed at Contractors request. Contractor to provide design and TOV approval under separate application. SI~NED: COPY TO: REVIEWED: 4/27/2006 3 King Residence Vail, Colorado SECTION 09260 -Gypsum Board Assemblies Part 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 100% CD: Apri12006 FOR CONSTRUCTION 1. Interior gypsum wallboard 2. Exterior gypsum wallboard 3. Exterior gypsum board panels for ceilings and soffits. 4. Tile backing panels 5. Fiber faced weather-resistant gypsum sheathing. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Samples: For each textured finish indicated and on same backing indicated for Work. 1.3 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: For gypsum board assemblies and fire-resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. Sound Transmission Characteristics: For gypsum board assembles with STC ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. GYPSUM BOARD ASSEMBLIES 09260-1 King Residence Vail, Colorado PART 2 -PRODUCTS 2.1 MANUFACTURERS 100% CD: Apri12006 FOR CONSTRUCTION A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Available products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified. 2. Products: Subject to compliance with requirements, provide one of the products specified. 3. Product: Subject to compliance with requirements, provide the product specified. 2.2 STEEL FRAMING A. Steel Framing, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Metal complying with ASTM C 645 requirements. a. Product Coating: 1) Exterior Applications: hot-dip galvanized zinc coating. B. Suspended Ceiling and Soffit Framing: 1. Tie Wire: ASTM A 641/M, Class 1 zinc coating, soft temper, 0.0625- inch-(1.59-mm-) diameter wire, or double strand of 0.0475-inch (1.21- mm-) diameter wire. 2. Hanger Attachments to Concrete: GYPSUM BOARD ASSEMBLIES 09260-2 King Residence 100% CD: Apri12006 Vail, Colorado FOR CONSTRUCTION a. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching hanger wires and capable of sustaining, without failure, a load equal to 5 times that imposed by construction as determined by testing according to ASTM E 488 by a qualified independent testing agency. 1) Type: Postinstalled, expansion anchor. b. Powder-Actuated Fasteners: Suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by a qualified independent testing agency. 3. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162-inch (4.12-mm) diameter. 4. Carrying Channels: Cold-rolled, commercial-steel sheet with a base metal thickness of 0.0538 inch (1.37 mm), a minimum'/2 inch- thick (12.7 -mm-) wide flange, and in depth indicated. 5. Furring Channels (Furring Members): a. Cold Rolled Channels: 0.0538-inch (1.37-mm) bare steel thickness, with minimum''/z-inch-(12.7 -mm-) wide flange, 3/4 inch (19.1 mm) deep. b. Steel Studs: ASTM C 645, in depth indicated. 1) Minimum Base Metal Thickness: 0.0179 inch (0.45 mm) c. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch (22.2 mm) deep. 1) Minimum Base Metal Thickness: 0.0179 inch (0.45mm) d. Resilient Furring Channels: '/2-inch- (12/7 7 -mm-) deep members designed to reduce sound transmission, and asymmetrical with single leg. C. Partition and Soffit Framing: 1. Steel Studs and Runners: ASTM C 645, in depth indicated. GYPSUM BOARD ASSEMBLIES 09260-3 King Residence 100% CD: Apri12006 Vail, Colorado FOR CONSTRUCTION a. Minimum Base Metal Thickness: 0.0179 inch (0.45 mm). 2. Deep-Leg Deflection Track: ASTM C 645 top runner with 2-inch- (50.8-mm-) deep flanges. 3. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. a. Minimum Base Metal Thickness: 0.0179 inch (0.45 mm) 4. Cold-Rolled Channel Bridging: 0.0538-inch (1.37-mm) bare steel thickness, with minimum 1 /2 -inch-(12.7-mm-) wide flange, and in depth indicated. a. Clip Angle: 1-1 /2 by 1-1 /2 inch (3 8.1 by 3 8.1 mm), 0.068-inch-(1.73-mm-) thick, galvanized steel. 5. Resilient Furring Channels: 1/2 -inch (12.7 -mm) deep, steel sheet members designed to reduce sound transmissions. Asymmetrical or hat shaped, with face attached to single flange by slotted leg (web) or attached to two flanges by slotted or expanded metal legs. 6. Cold-Rolled Furring Channels: 0.0538-inch (1.37-mm) bare steel thickness, with minimum'/2-inch-(12.7-mm-) wide flange, and in depth indicated. a. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum bare steel thickness of 0.0312 inch (0.79)mm). b. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch-(1.59-mm-) diamter wire, or double strand of 0.0475*-inch-(1.21-mm-) diameter wire. 7. Z-Shaped Furring: With Slotted or nonslotted web, face flange of 1- 1/4 inches (31.8mm), wall attachment flange of 7/8 inch (22.2 mm), minimum bare metal thickness of 0.0179 inch (0.454 mm), and depth required to fit insulation thickness indicated GYPSUM BOARD ASSEMBLIES 09260-4 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION 8. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. 2.3 PANEL PRODUCTS A. Panel Size, General: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Gypsum Wallboard: ASTM C 36 1. Regular Type: In thickness indicated and with long edges tapered. 2. Type X: In thickness indicted and with long edges tapered. 3. Moisture Resistant: In thickness indicated with long tapered edges. C. Glass-Mat Gypsum Sheathing Board: ASTM C 1177M, with core type and in thickness indicated. 1. Product: G-P Gypsum Corp; Dens-Glass Gold. D. Tile Backing Panels: 1. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M, with core type and in thickness indicated. 2. Glass-Mat, Water-Resistant Backing Board: ASTM C 1178/C 1178M, with core type and in thickness indicated. a. Product: G-P Gypsum Corp.; Dens-Shield Tile Backer. 3. Cementitious Backer Units: ANSI A118.9, in thickness indicated. 2.4 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Cornerbead: Use at outside corners. 2. U-Bead: Use at all exposed locations where gypsum board not joined to another board 3. Curved-Edge Cornerbead: 3/4" radius with notched or flexible flanges; use at all vertical outside corners and around all door and window openings. GYPSUM BOARD ASSEMBLIES 09260-5 King Residence Vail, Colorado 2.5 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475. B. Joint Tape: 100% CD: April 2006 FOR CONSTRUCTION 1. Interior Gypsum Wallboard: Paper. 2. Exterior Gypsum Soffit Board: Paper. 3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh. 4. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints, tapered rounded or beveled panel edges, and damaged surface areas, use setting-type compound. 2. Embedding and Firs Coat: For embedding tape and first coat on joints, flanges of trim accessories, and fasteners, use setting-type taping compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use setting-type, sandable topping compound. 4. Finish Coat: For third coat, use setting-type, sandable topping compound. 5. Skim Coat: For final coat of Level 5 finish, use setting-type, sandable topping compound. D. Joint Compound for Tile Backing Panels: 1. Water-Resistant Gypsum Backing Board: Use setting-type taping and setting-type sandable topping compounds. 2. Glass-Mat, Water-Resistant Back Panel: As recommended by manufacturer. 3. Cementitious Backer Units: As recommended by manufacturer. GYPSUM BOARD ASSEMBLIES 09260-6 King Residence 100% CD: Apri12006 Vail, Colorado FOR CONSTRUCTION 2.6 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. Available Products: a. Pecora Corp.; AC-20 FTR Acoustical and Insulation Sealant. b. United States Gypsum Co.; SHEETROCK Acoustical Sealant. C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84mm) thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly. PART 3 EXECUTION 3.1 NON-LOAD-BEARING STEEL FRAMING INSTALLATION A. General: Comply with ASTM C 754 and ASTM C 840 requirements that apply to framing installation. B. Suspended Ceiling and Soffit Framing: GYPSUM BOARD ASSEMBLIES 09260-7 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION Suspend ceiling hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. 3. Attach hangers to structural members. Do not support ceilings from or attach hangers to permanent metal forms, steel deck tabs, steel roof decks, ducts, pipes, or conduit. 4. Wire-tie or clip furring channels to supports, as required to comply with requirements for assemblies indicated. C. Partitions and Soffit Framing: 1. Where studs are installed directly against exterior walls, install isolation strip between studs and wall. 2. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. 3. Frame door openings to comply with GA-600 and with gypsum board manufacturer's applicable written recommendations, unless otherwise indicated. Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb, unless otherwise indicated. b. Extend jamb studs through suspended ceiling and attach to underside of floor or roof structure above. 4. Frame opening other than door openings the same as required for door openings, unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. GYPSUM BOARD ASSEMBLIES 09260-8 King Residence Vail, Colorado 100% CD: April 2006 FOR CONSTRUCTION D. Z-Furring Members: Erect insulation vertically and hold in place with Z- furring members. 1. Until gypsum board is installed, hold insulation in place with 10-inch (250-mm) staples fabricated from 0.0625-inch- (1.59mm-) diameter, tie wire and inserted through slot in web of member. E. Polyethylene Vapor Retarder: Install to comply with requirements specified in Divison 7 Section "Building Insulation." 3.2 PANEL PRODUCT INSTALLATION A. Gypsum Board: Comply with ASTM C 840 and GA-216. 1. Space screws a maximum of 12 inches (304.8 mm) o.x. for vertical applications. 2. Space fasteners in panels that are the substrates a maximum of 8 inches (203.2 mm) o.c. 3. On ceilings, apply gypsm panels before wall/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. 4. On partitions/walls, apply gypsum panels horizontally (perpendicular to framing), unless otherwise indicated or required by fire-resistance- rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or required by fire-resistance- rated assembly. 5. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. 6. Single-Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. 7. Multilayer Fastening Methods: Fasten base layers and face layers separately to supports with screws. C. Tile Backing Panels: 1. Water-Resistant Gypsum Backing Board: Install with'/4-inch (6.4- mm) gap where panels about other construction or penetrations. GYPSUM BOARD ASSEMBLIES 09260-9 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION 2. Glass-Mat, Water-Resistant Backing Panel: Install with '/4-inch (6.4- mm) gap where panels abut other construction or penetrations. 3. Cementitious Backer Unit Application: ANSI A108.11. 3.3 3.4 FINISHING A. Installing Trim Accessories: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Finishing Gypsum Board Panels: Treat gypsum board joints, interior angles edge trim, control joints penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. 1. Prefill open joints tapered, rounded or beveled edges and damaged surface areas. 2. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. 3. Glass-Mat Gypsum Sheathing Board: Finish according to manufacturer's written instructions for use as exposed soffit board. 4. Glass-Mat, Water-Resistant Backing Panels: Finish according to manufacturer's written instructions. C. Cementitious Backer Units: Finish according to manufacturer's written instructions. D. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Leve14: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges, unless otherwise indicated. APPLYING TEXTURE FINISHES A. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean, dry, and smooth. B. Texture Finish Application: Mix and apply finish using powered spray equipment, to produce a uniform texture matching approved mockup and free of starved spots or other evidence of thin application or of application patterns. GYPSUM BOARD ASSEMBLIES 09260-10 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION C. Prevent texture finishes from coming into contact with surfaces not indicated to receive texture finish by covering them with masking agents, polyethylene film or other means. If, despite these precautions, texture finishes contact these surfaces, King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION immediately remove droppings and overspray to prevent damage according to texture finish manufacturer's written recommendations. END OF SECTION 09260 GYPSUM BOARD ASSEMBLIES 09260-11 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION SECTION 09265 -GYPSUM BOARD SHAFT -WALL ASSEMBLIES PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1.Shaft enclosures. 2.Chase enclosures. 1.2 SUBMITTALS A. Product Data: For each gypsum board shaft-wall assembly indicated. B. Fire-Test-Response Reports: 1. Include data substantiating that elevator entrances and other items that penetrate each gypsum board shaft-wall assembly do not negate fire-resistance rating. 1.3 QUALITY ASSURANCE A. Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. STC-Rated Assemblies: For gypsum board shaft-wall assemblies indicated to have STC ratings, provide assembly materials and construction complying with requirements of assemblies whose STC ratings were determined according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Product: Subject to compliance with requirements, provide gypsum board shaft-wall assemblies named on drawings by design designation of a qualified testing and inspecting agency. B. Basis-of-Design Product: The design for gypsum board shaft-wall assemblies is based on products named on Drawings by design designation of a qualified GYPSUM BOARD SHAFT-WALL ASSEMBLIES 09265-1 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION testing and inspecting agency. Subject to compliance with requirements, provide the named product or a comparable product by one of the following: 1. American Gypsum Co. 2. G-P Gypsum Corp. 3. National Gypsum Company 4. United States Gypsum Co. 2.2 MATERIALS AND COMPONENTS A. General: Comply with requirements of fire-resistance-rated assemblies indicated. 1. Provide panels in maximum lengths available to eliminate or minimize end-to end butt joints. 2. Provide auxiliary materials complying with gypsum board shaft-wall assembly manufacturer's written recommendations. B. Studs: Manufacturer's standard profile for repetitive members and corner and end members and for fire-resistance-rated assembly indicated. 1. Depth: As indicated. 2. Minimum Base Metal Thickness: 25 MSG C. Track (Runner): Manufacturer's standard J-profile track with long-leg length as standard with manufacturer, but at least 2 inches (51 mm), in depth matching studs. 1. Minimum Base Metal Thickness: 25 MSG D. Gypsum Liner Panels: Manufacturer's proprietary liner panels in 1-inch (25.4-mm) thickness and with moisture-resistant paper faces. E. Gypsum Wallboard: ASTM C 36, core type as required by fire-resistance- rated assembly indicated. 1. Edges: Tapered for prefilling. F. Water-Resistant, Gypsum Backing Board: ASTM C 630/C 630M, core type as required by fire-resistant-rated assembly indicated. GYPSUM BOARD SHAFT-WALL ASSEMBLIES 09265-2 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION G. Accessories: Cornerbead, edge trim, and control joints of material and shapes specified in Division 9 Section "Gypsum Board Assemblies" that comply with gypsum board shaft-wall assembly manufacturer's written recommendations for application indicated. H. Gypsum Wallboard Joint-Treatment Materials: ASTM C 475 and specified in Division 9 Section "Gypsum Board Assemblies." I. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. J. Track (Runner) Fasteners: Power-driven fasteners of size and material required to withstand loading conditions imposed on shaft-wall assemblies without exceeding allowable design stress of track, fasteners, or structural substrates in which anchors are embedded. 1. Powder-Actuated Fasteners: Provide powder-actuated fasteners with capability to sustain, without failure, a load equal to 10 times that imposed by shaft-wall assemblies, as determined by testing conducted by a qualified independent testing conducted by a qualified independent testing agency according to ASTM E 1190. K. Acoustical Sealant: As specified in Division 9 Section "Gypsum Board Assemblies." L. Sound Attenuation Blankets: ASTM C 665 for Type I, unfaced mineral-fiber- blanket insulation produced by combining thermosetting resins with mineral fibers manufactured from slag or rock wool. PART 3 -EXECUTION 3.1 INSTALLATION A. Sprayed Fire-Resistive Materials: Coordinate with gypsum shaft-wall assemblies so both elements of Work remain complete and undamaged. B. Install gypsum board shaft-wall assemblies to comply with requirements of fire-resistance-rated assemblies indicated, manufacturer's written installation instructions, and the following: GYPSUM BOARD SHAFT-WALL ASSEMBLIES 09265-3 King Residence Vail, Colorado 100% CD: April 2006 FOR CONSTRUCTION 1. Division 9 Section "Gypsum Board Assemblies" for applying and finishing panels. 2. ASTM C 754 for installing steel framing. C. Install supplementary framing in gypsum board shaft-wall assemblies around openings and as required for blocking, bracing, and support of gravity and pullout loads of fixtures, equipment, services, heavy trim, furnishings, and similar items that cannot be supported directly by shaft-wall assembly framing. D. At penetrations in shaft wall, maintain fire-resistance rating of shaft-wall assembly by installing supplementary steel framing around perimeter of penetration and fire protection behind boxes containing wiring devices, elevator call buttons, elevator floor indicators, and similar items. E. Isolate gypsum finish panels from building structure to prevent cracking of finish panels while maintaining continuity of fire-related construction, F. Install control joint to maintain fire-resistance rating of assemblies. G. Seal gypsum board shaft walls with acoustical sealant at perimeter of each assembly where it abuts other work and at joints and penetrations within each assembly. Install acoustical sealant to withstand dislocation of air-pressure differential between shaft and external spaces; maintain an airtight and smoke- tight seal; and comply with manufacturer's written instructions or ASTM C 919, whichever is more stringent. H. In elevator shafts, where gypsum board shaft-wall assemblies cannot be positioned within 2 inches (51 mm) of the shaft face of structural beams, floor edges, and similar projections into shaft, install '/2 - or 5/8 inch - (12.7 or 12.9 mm-) thick, gypsum board cants covering tops of projections. 1. Slope cant panels at least 75 degrees from horizontal. Set base edge of panels in adhesive and secure top edges to shaft walls at 24 inches (610 mm) o.c. with screws fastened to shaft-wall framing. 2. Where4 steel framing is required to support gypsum board cants, install framing at 24 inches (610 mm) o.c. and extend studs from the projection to the shaft-wall framing. GYPSUM BOARD SHAFT-WALL ASSEMBLIES 09265-4 END OF SECTION 09265 King Residence Vail, Colorado SECTION 09640 -WOOD FLOORING PART 1 -GENERAL 1.1 SUMMARY A. This section includes the following: 100% CD: April 2006 FOR CONSTRUCTION 1. Engineered-wood, strip or plank flooring. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Shop Drawings: Show installation details including location and layout of each type of wood flooring and accessory. C. Samples: For each type of wood flooring and accessory, with stain color and finish required. 1.3 QUALITY ASSURANCE A. Hardwood Flooring: Comply with NOFMA grading rules for species, grade, and cut. 1. Certification: Provide flooring that carries NOFMA grade stamp on each bundle or piece. B. Hickory Flooring: Comply with SPIB grading rules for species, grade, and cut. C. Softwood Flooring: Comply with WCLIB No. 17 grading rules for species, grade and cut. 1.4 PROJECT CONDITIONS A. Conditioning: Maintain relative humidity planned for building occupants and an ambient temperature between 65 and 75 deg F (18 and 24 deg C) in spaces to receive wood flooring for at least seven days before installation, during installation, and for at least seven days after installation. WOOD FLOORING 09640-1 King Residence Vail, Colorado 100% CD: April 2006 FOR CONSTRUCTION After post-installation period, maintain relative humidity of 6% or less and ambient temperature planned for building occupants. 1. Move wood flooring into spaces where it will be installed, at least seven days before installation. 2. For unfinished products, open sealed packages to allow wood flooring to acclimatize. 3. Do not install floor until it adjusts to the relative humidity of and is at the same temperature as the space where it is to be installed and is a constant moisture of 6% or less. B. Install factory-finished wood flooring after other finishing operations, including painting, have been completed. PART 2 -PRODUCTS 2.1 ENGINEERED-WOOD STRIP OR PLANK FLOORING A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: B. Engineered-Wood Strip or Plank Flooring: ANSI/HPVA LF for Interior Finish: 1. Species: Hickory 2. Grade: Premium 3. Thickness: '/z inch (12.7 mm) 4. Construction: Top Layer cork, middle fiber board, bottom layer 2 mm cork. 5. Width: 12 inches 6. Length: 36 inches 7. Edges: Flush 8. Finish: 5 coats UV-cured acrylic finish 2.2 FINISH MATERIALS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: WOOD FLOORING 09640-2 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Basic Coatings. 2. BonaKemi USA, Inc. 3. Dura Seal Division; Minwax Co., Inc. 4. Hillyard Floor Treatments 5. Huntington Laboratories, Inc. 6. National Coatings Co. C. Urethane Finish System: Complete water-based system of compatible componets that is recommended by finish manufacturer for application indicated. 1. Stain: Penetrating and nonfading type. a. Color: As selected from manufacturer's full range. 2. Floor Sealer: Pliable, penetrating type. 3. Finish Coats: Formulated for multicoat application on wood flooring. D. Wood Filler: Formulated to fill and repair seams, defects, and open-grain hardwood floors; compatible with finish system components and recommended by filler and finish manufacturers for use indicted. If required to match approved samples, provide pigmented filler. 2.3 ACCESSORY MATERIALS A. Floor Muffler: Closed cell foam with attached moisture barrier. B. Fasteners: As recommended by manufacturer, but not less than that recommended in NOFMA' S "Installing Hardwood Flooring" for a floating system. PART 3 -EXECUTION 3.1 EXECUTION A. Comply with Flooring manufacturer's written installation instructions, but not less than recommendations in NOFMA's "installing Hardwood Flooring." WOOD FLOORING 09640-3 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION B. Concrete Substrates: Verify that slabs are dry according to test methods recommended by flooring manufacturer or, if none, by test methods in NOFM's "Installing Hardwood Flooring". C. Provide expansion space at walls and other obstructions and terminations of flooring of not less than 3/4 inch (19 mm). D. Floor Muffler: E. Engineered -Wood Flooring: Floating System. 3.2 SANDING AND FINISHINGS A. Machine-sand flooring to remove offsets, ridges, cups, and sanding-machine marks that would be noticeable after finishing. Vacuum and tack with a clean cloth immediately before applying finish. B. Fill open-grained hardwood. C. Fill and repair seams and defects. D. Apply floor finish components in number of coats recommended by finish manufacturer for application indicated, but not less than one seal coat and three finish coats. E. Cover wood flooring before and after finishing during remainder of construction period. Use heavy kraft-paper on other suitable covering. Do not us plastic sheet or film that could cause condensation. 1. Do not cover site-finished floors with kraft paper, or any other material, until finish reaches full cure, but not less than seven days after applying last coat. END OF SECTION 09640 WOOD FLOORING 09640-4 King Residence Vail, Colorado SECTION 09680 -CARPET PART 1 -GENERAL 1.1 SUMMARY 100% CD: April 2006 FOR CONSTRUCTION A. This section includes installation of carpet and carpet cushion. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Shop Drawings: Include the following: C. Samples: For each for each carpet, cushion, and exposed accessory and for each color and pattern required. D. Product Schedule: Use same room and product designations indicated on Drawings and in schedules. E. Maintenance data. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who is certified by the Floor Covering Installation Board or who can demonstrate compliance with its certification program requirements. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with CRI 104, "Storage and Handling." 1.5 PROJECT CONDITIONS A. General: Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Humidity." CARPET 09680-1 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION B. Environmental Limitations: Do not install carpet and cushion until wet work in spaces is complete and dry, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1.6 WARRANTY A. Carpet Warranty: Manufacturer's standard form in which manufacturer agrees to replace carpet that does not comply with requirements or that fails within 10 years from date of Substantial Completion. Warranty does not include deterioration or failure of carpet from unusual traffic, failure of substrate, vandalism, or abuse. Failures include, but are not limited to, more than 10 percent loss of face fiber, edge raveling, snags, runs, and delamination. B. Carpet Cushion Warranty: Manufacturer's standard form agreeing to replace carpet cushion that does not comply with requirements or that fails within 10 years from date of Substantial Completion Warranty does not include deterioration or failure of carpet cushion from unusual traffic, failure of substrate, vandalism, or abuse. Failure includes, but is not limited to, permanent indentation or compression. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Carpet: Full-width rolls equal to 5 percent of amount installed for each type indicated, but not less than 10 sq. yd. (8.3 sq.m). PART 2 -PRODUCTS 2.1 CARPET A. Provide Allowance for carpet installation $40/square yard. PART 3 -EXECUTION 3.1 INSTALLATION CARPET 09680-2 King Residence Vail, Colorado 100% CD: April 2006 FOR CONSTRUCTION A. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position. Bind or seal cut edges as recommended by carpet manufacturer. B. Install pattern parallel to walls and borders. END OF SECTION 09680 CARPET 09680-3 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION SECTION 09912 -PAINTING (PROFESSIONAL LINE PRODUCTS) PART 1 -GENERAL 1.1 SUMMARY A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Samples: For each type of finish-coat material indicated. 1.3 QUALITY ASSURANCE A. Benchmark Samples (Mockups): Provide afull-coat benchmark finish sample for each type of coating and substrate required. Comply with procedures specified in PDCA P5. 1.Wall Surfaces: Provide samples on at least 10 sq. ft. 2.Sma11 Areas and Items: Architect will designate items or areas required. 3.Fina1 approval of colors will be from benchmark samples. B. Fire-Test-Response Characteristics: All paint shall meet ASTM E 84 General data requirements. 1. Latex semi-gloss -Flame spread 5 smoke development index: 10 Flame spread rating: Class A 2. Alkyd Satin -Flame spread 5 smoke development index: 10 Flame spread rating: Class A 3. Latex Flat -Flame spread 5 smoke development index: 20 Flame spread rating: Class A 1.4 PROJECT CONDITIONS A. Store materials not in use in tightly covered containers in awell-ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain storage containers in a clean condition, free of foreign materials and residue. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-1 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION B. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F (10 and 32 deg C). C. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F (7 and 35 deg C). D. Do not apply pain in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces. 1.5 EXTRA MATERIALS A. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner. 1. Quantity: 3 percent, but not less than 1 gal. (3.8L) or 1 case, as appropriate, of each material and color applied. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. C. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Benjamin Moore & Co. (Benjamin Moore). 2. PPG Industries, Inc. (Pittsburgh Paints). 3. Sherwin-Williams Co. (Sherwin-Williams). PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-2 King Residence Vail, Colorado 2.2 PAINT MATERIALS, GENERAL 100% CD: April 2006 FOR CONSTRUCTION A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint-material containers not displaying manufacturer's product identification will not be acceptable. C. Colors: As selected from manufacturer's full range. Allow for a minimum of 4 exterior colors and 8 interior colors. 2.3 PREPARATORY COATS A. Interior primer: Interior Latex based of finish coat manufacturer and recommended in writing by manufacturer for use with finish coat and on substrate indicated. 1. Ferrous-Metal Substrates: Quick drying, rust-inhibitive metal primer. 2. Zinc-Coated Metal Substrates: Galvanized metal primer. 3. Where manufacturer does not recommend a separate primer formulation on substrate indicated, use paint specified for finish coat. 2.4 INTERIOR FINISH COATS A. Interior Flat Acrylic Paint: 1. Benjamin Moore: Moorecraft Super Speck Latex Flat No. 275. 2. Coronado; 28 Line Super Kote 5000 Latex Flat Paint. 3. ICI Dulux Paints; 1200-XXXX Dulux Professional Velvet Matte Interior Flat Latex Wall & Trim Finish. 4. Kelly-Moore; 450 Pro-Wall Interior Flat Latex Wall Paint. 5. M. A. B. Paint; Fresh Kote Latex Flat 402 Line. 6. Pittsburgh Paints; 6-70 Line SpeedHide Interior Wall Flat-Latex Paint. 7. Sherwin-Williams; ProMar 200 Interior Latex Flat Wall Paint B30W200 Series. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-3 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION B. Interior Semi Gloss Latex-Emulsion Size: 1. Benjamin Moore; Moorecraft Super Spec Latex Semi Gloss 2. Pittsburgh Paints; 6-70 Line SpeedHide Interior Wall Semi Gloss. 3. Sherwin-Williams; ProMar 200 Interior Latex Semi Gloss Wall Paint B30W200 Series. C. Interior Semigloss Arcylic Enamel: 1. Benjamin Moore; Moorcraft Super Speck Latex Semi-Gloss Enamel No. 276. 2. Pittsburgh Paints; 6-500 Line SpeedHide Interior Wall Semi Gloss Latex 3. Sherwin-Williams; ProMar 200 Interior Latex Semi-Gloss Enamel B31 W200 Series. 2.5 INTERIOR WOOD STAINS AND VARNISHES A. Open-Grain Wood Filler: 1. Benjamin Moore; Benwood Paste Wood Filler No. 238. 2. Sherwin-Williams; Sher-Wood Fast-Dry-Filler. 3. Sherwin-Williams; none recommended. B. Clear Sanding Sealer; Fast-drying alkyd based. 1. Benjamin Moore; Moore's Interior Wood Finishes Quick-Dry Sanding Sealer No. 413. 2. Pittsburgh Paints; 6-10 SpeedHide Quick-Drying Interior Sanding Wood Sealer and Finish. 3. Sherwin-Williams; Wood Classics Fast Dry Sanding Sealer B26V43. C. Interior Waterborne Clear Satin Varnish; Acrylic-based polyurethane. 1. Benjamin Moore; Stays Clear Acrlic Polyurethane No. 423, Satin. 2. Pittsburgh Paints; 77-49 Rex Satin Acrylic Clear Polyurethane. 3. Sherwin-Williams; Wood Classics Waterborne Polyurethane Satin, A68 Series. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-4 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION D. Paste Wax: As recommended by manufacturer. PART 3 -EXECUTION 3.1 APPLICATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility. of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. C. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. D. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges ends, faces, undersides, and back sides of wood, including cabinets, counters, cases and paneling. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-5 King Residence 100% CD: Apri12006 Vail, Colorado FOR CONSTRUCTION c. If transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on back side. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 3. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances.. Use solvent ro mechanical cleaning methods that comply with SSPC's recommendations. a. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. b. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush, clean with solvents recommended by paint manufacturer, and touch up with same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum- based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. E. Material Preparation: 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir a required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. F. Exposed Surfaces: Include areas visible when permanent or built-in fixtures, grilles convector covers, covers for finned-tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-6 King Residence Vail, Colorado 100% CD: Apri12006 FOR CONSTRUCTION 1. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 2. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 3. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 4. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. G. Sand lightly between each succeeding enamel or varnish coat. H. Schedule Painting; Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. I . Omit pimer over metal surfaces that have been shop primed and touchup painting. 2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is uniform finish, color, and appearance. I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. Minimum Coating Thickness: Apply paint materials not thinner than manufacturer's recommended spreading rate. Provide total dry film thickness of the entire system as recommended by manufacturer. K. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in equipment rooms and occupied spaces. L. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-7 King Residence Vail, Colorado 100% CD: April 2006 FOR CONSTRUCTION M. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be panted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn-through or other defects due to insufficient sealing. N. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. O. Transparent (Clear) Finishes: Use multiple coats to produce aglass-smooth surface film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surfaces imperfections. P. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface imperfections. 3.2 CLEANING AND PROTECTING A. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. B. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. C. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-8 King Residence 100% CD: April 2006 Vail, Colorado FOR CONSTRUCTION 3.3 INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEUDLE A. Stain-Varnish Finish: Two finish coats of varnish over a sealer coat and interior wood stain. Wipe wood filler before applying stain. 1. Filler Coat: Open-grain wood filler. 2. Stain Coat: Interior wood stain. 3. Sealer Coat: Clear sanding sealer 4. Finish Coats: Interior alkyd- or polyurethane-based clear satin varnish. B. Natural-Varnish Finish: Two finish coats of varnish over a sealer coat and a filler coat. 1. Filler Coat: Open-grain wood filler. 2. Sealer Coat: Clear sanding sealer. 3. Finish Coats: Interior alkyd- or polyurethane-based clear satin varnish. C. Wax-Polished Finish: Three finish coats of paste wax over a sealer coat and alkyd-based interior wood stain. 1. Stain Coat: Interior wood stain. 2. Sealer Coat: Clear sanding sealer 3. Finish Coats: Paste wax END OF SECTION 09912 PAINTING (PROFESSIONAL LINE PRODUCTS) 09912-9 K R M CONSULTANTS, INC. [970J 94J-939'1 P.O. Box 4572 FAX 949-1 577 Vail, Colorado 81 658 RECORD TO: Mark Hallenbeck Highland Builders mark@highlandbuilders.com DATE: 4/25/2006 JOB NUMBER: 0511-20 PROJECT: King Residence Remodel ^ RFI ^ MEETING NOTES ®RESPONSE ^ CLAR/FICAT/OWCHANGE This is in response to the Town of Vail Building Department structural review comment, dated 3/16/2006: 24. The existing roof beam and column relocation are in compliance with IBC section 3403.2. In addition, we have been asked by the contractor to structurally design the new stair stringers and supports. We will be providing that design when we receive more information from the interior designers. COPY TO: Kimberly R. McC~liee, PE, CCE REVIEWED: 01/29/2007 12:11 970524"'1 INSULVAIL PAGE 01/03 ~~ ~o ~ ~~rta~r~t"eet~ ~ ~ r~ ~ ti av4 cz~-~ . Bu~ld~ers State~rn+~r~~ c ~~ ~-,~ _ ,~ ~~7M , JAN ~ ~ 2001.. Fiber Glass hsula>tion• used iln (fie flow-lo-Blat#lcet~ Syslteim ,~. 'Fhe OPTIMA System Its iaeea iststalled using OPTIMA- lnBUla#fiao~ t~ provide a R value ~."Z~ a~ng~.~l •°~• irwullatlan to cove l ~q~re feet of arra at a Ihicla~ess rafr...~ • - `incHea, i'V~"f L , 5T I.PD v1A' ITi~ ~TLt o ~_ ~a •» D Name L ~ S ~ t•-• a~• Bvflder feign) company Name ~i~w !,.!)NO ~Lfl ~ ~ ~ t7att: ~ ~~'~ f7 ~. t~~~~ II~~Fa~MAlvcl~ OPTIMAT"' Loose Fill •Insulation is manufactured' fior closed Cavity appEication instaiied behind OPTIMA Fabric or equivalent, It should not be used fvr open blow applications. in accordance vKitfi the charts below, you must instal! the minimum nurnbet' of bags per' 1,t)t3Q sq. ft. of net area for each R val>rtelcavity thickness iisted. Coverage is based on a nominal 28 (b. bag. Tfie maximum net coverage must not exceed that specr~ied fot: each R-value. Failure to install the requireCl minimum weight per sq. R ~ Mtisuistion wii) result in a reduced R value. This p,xiduct should not be mixed with other blown insulafrons ar ~'if: thermal claims will beGOnle irrvalid. _-_-- nrr_." Sidewalk, Cathed per, ral tCe and ottler aosea cavirctes T73ali are erraA R~n~fae cb~. E'or Ca. Ft V~~ ~u.C... 3'!~' C2x4) 5'!x" {Zxfi) 15 23 1.@ 9.8 0.525 o,82S 1 B.9 29.a 53 34 • 7'/," (2xB 9'la" x1 30 3.9 1.8 9.8 1.088 1.38@ 3@.5 a0,0 zfi 20 ii'k"fZ1rT2) 47 1.8 9.G88 56,6 t7 13Ya'(2x14) 96 1.B T.9B8 71.4 i4 Codo;3w24418 values a ~ mid Ined in aaa•~ ancr~wlrM~C h687xr RC6°I'1pw~meMinsulaHon ~s r~~'+neaeivpeetYlol~owt` ngttte` ro~ ~f«t4hrf~eed cbrpo~lon. grease !i F,own% ®et ApPROYEI] FOR USE IN THE BLUW~iN•BU1N~-ET'° SYSTfiNt _• slaw-In-Blanker" Syst~n is a t!$Istlged irAd~rwAc of ArktiSpal 1aiErrtationel, ieC, Derva CD 80223.OPi'iMA^ h a ~¢enwrk of CErWIttTee(f Corporation CERTAINTi~G CORI+OIr/IJION, P.O. B(~X ,~ vAid.Elr FORGE, PA 79482 Floored AktECS•-C lwaed Caviities ilfd t ace not Ron Waco. D~t~ P l~ 1b Qu w~fit SQ ~• pia t~h ~• NmxAhlgif! 5tj. r~. Cavotm~ Per Bad i R-valre e. C , - 3'h' 12z4) T X 9.0 0.292 i 0.4 ~ 3'h" ~x4} 13 1.2 0.350 12.5 80 3 94 ,408 14.5 ~ 3'/t" (2x41 14 T.6 b.467 16.7 ~ 5Yn ) T9 TA 0.45@ 16,a 69 5bY" (Y•x63 21 91 ti.350 19.6 59 5'F~" (2x6) 22 1.4 O.ba2 2Z.7 44 36 5'/:" (2x6! 22 1.8 0.733 26.3 7'le" %6 26 i •0 0.504 2i .7 ~ 7'h" {2x@i 2T T,2 p.725 Z5.7 34 7'/s" z8 19 1.{ Q.846 3d.3 33 7'/+" t2z8? 30 1.6 b.967 34.5 ?.9 9Ye" (2x10 33 i.0 0.779 27.9 36 9'A"{2x1(n 35 T,2 0.925 33.3 ~ 9'k" x1 36 i.4 1.079 36.5 2b 23 9'k' i2xi0) 38 i.b (.233 43.5 r fl Tfie h the R-V91igC, 9S8A!'ieltiYnGnd Cr,,rpo,gt(on 6/99 01/29/2007 12:11 97052a'~101 INSULUAIL PAGE 02/03 ;. ~ • • Builders` •.~ta~ie . ~ • ~~ ~~7N1 Fit"ber rsli~,fi Insulation t ~n the Blow~+~n~~~#,}key 47~i~em tr,~ apruw- - r~ t~+ s~ned u~ e~ tnwi~eiea• ~o i a it.~r,~ae of ~:~ ~~ ~L ~ ~. ia~a~tlon to s i ~a 9 e_e ~t.ef arm at a ~ ~P~..~~ir • t~ rn .\ Builder ) Name k~L fL Dace i ~t n~•- ?M1~RMy1L PiEI~~OMtMANCE t]PI'iMA'~ toase Ali it„sula~asl !s m~allutaduf~ecl for closed cavity sppiic~tlan lnstalied behind OFrt'IMA Fabric or ec~uirraierlt, K should nat be used fior apetT birnnr a~pticatlorts. In accordance Hti9'+ the G~ft9 he~ow, you must install the rntrlimum number' all begs per 1,QClU s4 tk, of nd arm far Bch i~-vmludeavlry thickruess listed. C.~av~ge is based on a rlamirlal ~~ tb: bag, Ttle maximum r~ ge must rfct e~aceed dTaf; spud ioc each R value. Failure to inatail ttte required mitumum vrei~t per 9q~ R of iusul~tion wilt result in a reduced ~-value. Th1s product should clot be misted vs-idi other b1oMm irlsuCations arthQ thermal clairtxs T~q t>eoo~nne invalid. SideMraiL, Catt~ral t:ct;ih~s acrd other closed cav#~ that arse ~ kited. 3~~&" G.%4 T S 7.te 0.529 t0.4 73 S'M CtxbJ 23 f.B o,exS a9.e 34 7' 8d 1.8 f .088 58,5 2s 91G" 39 1,6 f .388 ,5Q,0 20 T144°t2xTa) 47 1.8 1.b88 58.8 ii 13ti4°t2x'1•H rsb 7,B 19B8 7T,4 fa ~e~8to 4sRgp~awac ~imde~,d~~iMa1114. R u e f Q~i1RM ~1 1'~i 1 ~1l~folbwlrigdto~adOerulr~d Qorpoaalla~. A,~'PiEtiDV~p PQR USt: IN ~ BIB,UW^!N-I$1.ANiC~'i~Sl(S'flElVl Blow-In-siank~t* 97atsm is a reg~ecrod had~ae~n~9c d,q~b.9ea1 h-~ena~bnal, ihc.. uen,~er cC !02x9 • CPTiMA^ b s a~de~mk of Gertaln'itiad •~arporaNa' ~IR1'AIK17~D COIIPORA'i'101~f, PA. BDX 960, VAtf,EY fFy PA 79488 Cody. aozn-eta t8fi9 C6r1A81BBd OOrpplatlon 61~ rworea Ames-~.c:loela citvlp~B i1l R ~ RIOi ~R ffN180. ~ ~ fb~6tae )~. ra y sg IFF. 154 ~• sq,, ~. ~+~" • 3 TR 1.0 0.292 9fr 3~/a" R>a4) 73 7.2 0.880 i~S 80 " i4 t, ,408 4 69 3~h" R~4) t4 1.G D,487• t6J t;0 3Y+" 9 .tl 0.45E 6 6 8TA" 12xbT 21 i.2 0,950 19.6 61 Soh" 1x6 ?.x 7,~L 0.642 2a~T 44 5"/x° 12><6) ?.Z t.6 OG739 263 88 7Yi° as i.0 ~ Q.6P4 T.T 776P 1z~ x? f,2 0.729 xB.7 39 ° 29 i.4 0 303 93 Ty6" Q~ 30 1.b D.96T 34,5 29 9'h" t2~7 3f) 1A. 1).771 27.A 3fi 9y4° K1W 35 1.5 D.485 83.9 ap 4 " 98 .R tA74 38.5. 9~/~' (Z%•10) 38 ~ 7,¢ f .x33 43.5 23 " " t h t 8 o ® flow The Rra RrvAlpc~ 01/29J2007 12:11 970524" ~1 INSULVAIL PAGE 03/03 ~.._..-- r''-1 ~u~~d~~s Stat~n~ . ~~~ ~TM ' C t~ulation used in die B~aw-~n-Sfa~~e~ S~t~m 1i~ ~"('a~ ~t~n Iw b.ea h~aNed wMg~o~!'tt~A- ~~ ~ i ~ > of Q'1'~ ~8 ~ ~ °1~~ ~ ~o aove~'15 felt of i~ B-t ~ ~~1' ..:~~ ice. t~lemller ~ ta~1e c. tit G- ~ ~ f ~ ~} sunder Name v t Deo9 1 ~~ ~i : ~ . T#~lI~IYWII. ~NG~ t7P'tiMATM~ Loaee Rtt ir~ulatkm 1s 'for dosed c,~vlly apptici~ion inatattedbehind UPi'IMA Fabric or ec~,ivak~t. at sti~id ~ be used for Qpere bloan- appilcatlans. fr '~ w1d- ~ r below. feo1.~ mint ir~all the ~ number cd' ~ per 1,000 aq. !k. of t~et area #ar e.~h R,rralu~+unvity thidcr~ lis~ed~ Q~verage fs based ao a aominai ~ti tb. bag. 71ie t1~ri~1'N.Im clef moat rcpt exeeed tt~ak speeded ~ each R-vglue. Fai! ore to Eta!! tt>e mimtt~um~t~a ~ ~~ t ckrirro~wr'tt~beooa~~ R-Nak~e, i'i-ia pa~ad~+at rtot be mGoed~~a~her down ~~ _..----- _ I~r.1~ CB.Ik i~~. P~rBg R~ __ _ _ '~~ ~ CM~K~ iM1MS" 3+M~ 1 S 9.a P,SSS 19x9 S8 eo a 34 as 1.8 ' $$.$ -- 17 a~ i4 Bi 1.8 - 1.9~ 71,4 iFtQOR'~d Allka"- .~ Med CaVll~ i~+rire t~ 110t ~ ~ ittt~. oi.2',~Z ipa, R, Q may, ~ 96 . ~~~ ~ 19 1,g 0.aSQ iz.a ~ 34u' f,7~e4? ~ 74 lr6 0.467` i6~T ~ 19 6 60 67 3i ~'t~? ShEt~ Glxfi ~Zi Z2 i,Z i,~i .0.3~ Od~42 . ,a '~ ~'t~s4'J ~ t.8 aria ueo4 xb~ ~ ~ 7'F~ 1~Rx80 Z7 i.x 4.95 16.? ~ ~ 1 3d ~4 7Yt{>h~ 30 1.6 0.9b7 ~9 9'1t~• at0 93 iA ~ 0.774 .a ~& ~1~" »f3 38 1~ d~E5 33.3 3D 9 t 9'!-" G1at b) 98 ~ '~.ti 1.833 q9,R T9 R~+W11~s are dele~nlhed 81 rrllh A~T/M C tlreare~fYehrulsenanewer'e-~ee9ter~fid~ Ger. gow~ha~r 7 ~ ~ -~ or ~rt1~ re~us m mat flnNC~hiar rae 1~+~ h~.~tla ru tdlonr nella~n~sef ee.eorrw~. ~PRl7rVED PO## U~ IN ~ ~Ia01Ah#N~AJy1tE'><'°~i1fST~M _ tMu~rfirata,ket~ b ~ ngUp~vnd hadano~e o4Arle~9~ri t4 uie., aw.r co aD?Z9 • oPi'IM,~1M e A a~drrn~ at c~1r,4ree ~,orpir~aio~ tA,tt+ITl~p CQI~ORAi'NDiN, rA~ ~X ~r VALt,81f r fUl t~IB'! , cbeM~ aez4.~ta ?aeoe..l~ln+.d ~ ~ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Job Address.: Location....... Parcel No....: Legal Description: Project No...: 122 E MEADOW DR VAIL Village Center Units 6C/7C 210108208006 r'l~Z~d~._CjC?~=~ OWNER KING, MARK M. & BRENDA K. -J03/07/2006 28127 MEADOWLARK DR GOLDEN CO 80401 APPLICANT HIGHLAND BUILDERS CORPORATI003/07/2006 2598 Palmer Park Blvd. Colorado Springs CO 80909 License: 208-A CONTRACTOR HIGHLAND BUILDERS CORPORATI003/07/2006 2598 Palmer Park Blvd. Colorado Springs CO 80909 License: 208-A Desciption: VILLAGE CENTER UNT 6C AND 7C-INTERIOR REMODEL Occupancy: R-2 Type Construction: I-B Permit #: B06-0039 Status...... Applied...: Issued .... Expires...: ISSUED 03/07/2006 02/09/2007 01/03/2007 Phone: (719) 520-5100 Phone: (719) 520-5100 Valuation: $242,000.00 Revision Valuation: Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ***~:*************************~**************~*~********************* FEE SUMMARY ****** ****~**~~******************~***~~**************~*~**~* Building------> $1, 788.95 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $3, 064.77 Plan Check---> $1.,162.82 Recreation Fee--------------> $0. oo Additional Fees----------> $0.00 Investigation-> $0.00 TOTAL FEES-------------> $3,064.77 Total Permit Fee---------> $3 , 064 .77 Will Call-----> $3.00 Payments-------------------> $3, 064.77 BALANCE DUE---------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 03/16/2006 cgunion Action: CR building code corrections required. F:\cdev\CHRIS\PERMIT.COMMENTS\B06-0039\B06-0039.DOC 05/10/2006 cgunion Action: AP approved revised plans. see conditions 02/08/2007 jplano Action: AP Approved winder stair details Item: 05400 PLANNING DEPARTMENT 05/01/2006 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 03/09/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information 'red, completed curate plot plan, and state that all the information as required is correct. I agree to comply with the Informa ' d plot plan, comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and su ision code , desi~ review approved, International Building and Residential Codes and other ordinances~e Town applicable the REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV PM. /%) AT OUR OFFICE FROM,&~1AM - 4 TURE OF OWNER OR CON1'I~CTOR FOR HIMSELF AND OWNEF PAGE 2 CONDITIONS OF APPROVAL Permit #: B06-0039 as of 02-09-2007 Status: ISSUED Permit Type: Applicant: 02/09/2007 Job Address: Location: Parcel No: ADD/ALT MF BUILD PERMIT HIGHLAND BUILDERS CORPORATION (719) 520-5100 122 E MEADOW DR VAIL Village Center Units 6C/7C 210108208006 Applied: 03/07/2006 Issued: To Expire: 01/03/2007 Description: VILLAGE CENTER UNT 6C AND 7C-INTERIOR REMODEL ~~*~*~:**~*~~*~*~~:*~~*~:*:~*~~*~*~~*~:*~~~~:*:~~*~***Conditions: ~:*~~~:~~~:~*~*~**~:**:~~*~:*~:~***~*~*~:*~:*~*~:*~***~: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0007864 Fire sprinkler system required and shall comply with NFPA 13(2002) and VFES standards. Cond: CON0008016 STRUCTURAL AND SHOP PLANS FOR WINDING STAIRS ARE DEFERRED SUBMITTAL ITEM. PLANS TO BE APPROVED PRIOR TO FRAME INSPECTION. Cond: CON0008017 SPECIAL INSPECTION REQUIRED FOR STRUCTURAL STEEL FABRICATION, FIREPROOFING AND WELDING Cond: CON0008018 FIRESTOPPING DETAILS AND ALL FIRE RESISTIVE ASSEMBLY UL, GYPSUM OR OTHER FIRE RESISTIVE LISTINGS TO BE PROVIDED TO INSPECTOR AT FRAME AND DRYWALL INSPECTIONS SEE PLANS. ******~:~***:x*****************~**********~*~x****~~+~~~*********************~x:~~*~*~~~**:~*~x~*** TOWN OF VAIL, COLORADO Statement *********+~*********~:****~:******~*~**********~x***:x***~:**:x~:*~:**~*~~*~:************************ Statement Number: 8070000152 Amount: $110.00 02/09/200703:39 PM Payment Method: Check Init: LC Notation: #277/mark Hallenbeck ----------------------------------------------------------------------------- Permit No: B06-0039 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-082-0800-6 Site Address: 122 E MEADOW DR VAIL Location: Village Center Units 6C/7C Total Fees: $3,064.77 This Payment: $110.00 Total ALL Pmts: $3,064.77 Balance: $0.00 ************************~*************~x***********~*****************************~*********~:~ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 u AP ON WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building. Permit #:~~ ~_^ #, 970-479-2149 (Inspections) ~~ ~ ~ REVISION TO TOWN OF VAIL ILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 _.__ ..._..__ _.~ ***All Revision submittals must include the Field Set of approved plans N;o further inspectr!dr~s~ will be preformed until the revisions are approved,# ! ~ ~, ! a CONTRACTOR INFORMATION ~ ~ ; ~• ~ r. ~ General Contracto •, Town of Vail Reg. No.: Contact and Pho a#..'s: , ~~~ ~ a ATTE ION: JQE, JR,~,CHARLIE, ,CHRIS COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor 8~ Materials) REVISED AMOUNT: $ f~ ~~ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ ~ c-~-C.~~~r~ For Parcel # Contact Eaale County Assessors Office at 970-328-8640 or visit www.eagle-county.com Parcel Job Name: `~ ~~ltJ~Ei c.~~. Job Address: Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: ~y~ n. -. ; p ~ ~ 1 °,~,' ~c. Phone: ~~ ~. ~~y~ Architect/Designer: Address: Phone: Engineer: Address: Phone• REASON FOR REVISIONS: ~ •~ ~G-~t v2 C ~ w=. Work Class: New O Addition ( ) Remodel (~ Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family (~) Commercial ( ) Restaurant ( )Other ( ) g g g: mmodation U,nits._n._i;(Z.is building: No. of Existin Dwellin Units in this buildin No. of Acco ,. ,, No/T e of Fire laces Existin Gas A liances Gas Los ~ Woody' 1Ret 1Nood Burnin NoIT e of Fire laces Pro osed: Gas A liances Gas Los •~' Wood%Peliet t ood°BAflfin NOT ALLOWED Does a Fire Alarm Exist: Yes (' No ( ) Does a Fire Sprinkler System Exist: Yes F--j No ( ) FOR OFFICE USE ONLY Qther Fees: 'Occupancy Group: Acce ted B :' Type of Construction: (Date Received: ~ F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 t! T~ a~ Department of Community Deve%pment Building Safety and Inspection Services 75 south Frontage Road fail, Co%rado 81657 970-479-2138 FAX 970-479-2452 www, vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor/Applicant Architect Stair Designer Highland Builders Corp. Miller Design Arcways Mark Hallenbeck prof#? FAX/Email #: mark@highlandbuilders.com 926.6274 (920)725-2053 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 2 John Plano, Building Plans Examiner 02/02/2007 B06-0039 King 124 Willow Bridge unit 6C/7C R-2 I-B O ~~ ~ ~~ _, The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fo/%wing comments wi//need to be addressed prior to issuance of a bui/ding permit; For processing: • Please submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter Indicate which plan sheet detail specification or calculation shows the requested information Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover ~aae of any structural calculations, all structural details and structural sheets of the~lans For commercial or multi-family proiects all sheets of the plans must be stamped. . ~~ Architectural Comments: 1 The greatest winder tread depth at the 12" walk line within any flight of stairs shall not exceed the smallest by more than .375". When the drawings are scaled the deviation is more than the code permits. Please address accordingly. (IBC 1009.3) Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. Thank you, John Plano Plans Examiner Town of Vail (970)977-6278 F: \cdev\CH RIS\PERMIT.COM MENTS\B06-0039\606-0039 1. DOC FEB -05-200Z(MON) 15.51 Rr~~~~ays (FA?('''S2053 P. 002/002 s I H_ i u i syt b-cn. . I ~ SECCND FL~~R PLAN I' FLOQR. ~~ . SCALES I' ~ i'-0' ~' ~~~ . ' NQTE~ FRAM: OUT Ta MEET STAIR Nom' USE CURVF~p CURB/ b INSTALL HEADER AFTER STAIR 4, r FASCIA as A TEMPLATE IS SET ~ FLAC:E! a c TCI FRAME CURVED FLOCIR SYSTt:M. ~ LANDING IS ~, 8Y CITHERS, 3•x 12' CURB/ '~:~ 3 '. ~~'- FASCIA - QPEN ~~~ ~r~~, .. ~~ ~~ , ~ ~ ~ , ,, ~ ARC ` ~ `~ ~, ~P 1 1 , 1 ~ '~ ~o• arc wa ~, `"--~ "ac --'""~" ~ ~~ sus ~.~ ~~ A r.A' ~` .rte ~..r f ~ r "" '~.."•r. ~7• RA'B' SO' ~ ARC '' ARC t~ g 2Q' -ARC . .. r as ARt ~, ~ ~ ~„ ~..~ NE~IAI.l. 8EL01~% .. :`:ti : .... .... ~ . i ~ Q, ~ ~ r / \ r -•• ~ ' / `~ ARC ~ .r , - ~ ~ + ffl- ~ / ~ I // ` ~ ~\ ~ . ` M / \ ; H ~ ~ 1 t , `, r I 10" ' r ~ f ~ ! • r A ARC m ~ ~ ! ar / ,, ~ - c ~ ~ 1 ~ , f ` nlv. i '~ R. 1 t '` ~ , t t ~ r 1 ti i - I ~ 1 CIPEN OPEN r ! , ?' MIN. ~-~..'. RasE"r~rE { 8'-2' FIN. STAIR DIA. - vERiFY 8'-7' FIN. GM-B TU F'11~t, GVB. ^ VERIFY C 8'•8' RGH/i7GH. -VERIFY UPPER & L37WER FLaaR 7 C[7NCRETE f$1 oR vaan C5 FLITOR 7 19 2007 11:21RM Hp LRSERJET 3200 p.3 Kf~ ~ CONSULTANTS, INC. P.O. Eox 4572 970-949-9391 Vafl, G ~loredc B 1658 FAX 849-1577 _- FIELD REPGIRT rn: DATE 10/171'2006 Highland Builders ARRIVE 12:30 p.m. DEPART: 1:00 p.m. INEATHEFL• cold ATTHI'T/ON: Mark Halienbeck JOot3 NUAfBER: 0511-20 PRO.EiCT: King Residence Remodel -Village Center Units 6C=7C z,. PRESf:NT AT S/TP: Kim McGhee, Mark Hallenbeck, Ian Hunter STATL-S OFCOMW.ET/ON: stnrdural steel framing in place I obseruad the new strudural steel framework that has been completed at the main floor and roof framing of the above referenced project. The work appears to tre in compliance with our plans and specifications. eJyQ~D; P G~Sp COPYTO: ..~.., A V~r~f.~,` ~ '! , R. g'Pns ~0 ~ , f^• IGmbeily R. McGh , PE, CCE '~ i~ m' t ~ ~ ` REI/!E WED: ! r 0 '~' G . "S~CN A1. ~ Q6 m-c~9 System No. C-BJ-3024 F Rating - 2 Hr T Rating - 1/2 Hr A A SECTION A-A I. Floor or Wall Assembly Min 8 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor assembly may also be constructed of any 8 in. thick UL Classified hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max size of opening is 6 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFN) category in the Fire Resistance Directory for names of manufacturers. 2. Cables Aggregate cross-sectional area of cables in opening to be max 45 percent of the aggregate cross-sectional area of the opening. Cables to be centered and rigidly supported on both sides of floor or wall assembly. Annular space between cable bundle and edge of opening to be 1 in. maximum. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 300 pair No. 24 AWG telephone cables with polyvinyl chloride (PVC) jacket. B. Max 500 kcmil single-conductor power cables; copper conductors; cross-linked polyethylene insulation with polyvinyl chloride (PVC) jacket. C. 7/C (with ground) No. 8 AWG cable, with PVC insulation and outer jacket. D. Multiple 24 fiber-optical communication cables jacketed with polyvinyl chloride and having a max outside diam of 1 /2 in. E. 3/C (with ground) No. 12 AWG bare copper ground metal clad cable with PVC jacket. 3. Fill, Voitl or Cavity Materials* -Sealant Min 2 in. thickness of fill material applied within the annulus, flush with bottom surface of floor. HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Markinq N 0 -~ m U ~~,SS I Fj~O ~a~~~~ Reproduced by HILTI, Inc. Courtesy of ~~ Underwriters Laboratories, Inc. FIRESTOP SYSTEMS June O6, 2000 C US System No. F-E-3005 F Rating --1 Hr T Rating --1 Hr 4 ~A 2 A SECTION A-A ~n 0 0 M W I .Floor-Ceiling Assembly -The 1 hr fire rated concrete and steel joist Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual G500 Series Design in the UL Fire Resistance Directory, as summarized below: A. Concrete Floor --Normal weight or lightweight (100-150 pcf) concrete over metal lath or steel deck as specified in the individual G500 Series Design. Max diam of opening is 3 in. B. Joists -- Steel joists or Structural Steel Members* as specified in the individual G500 Series Design. C. Gypsum board* -Min 518 in. thick, screw-attached to furring channels as specified in the individual G500 Series Design. Max diam of ceiling opening is 3 in. 2. Cables -Aggregate cross-sectional area of bundled cables in opening to be max 25 percent of the cross-sectional area of the opening. The annular space within the firestop system shall be 314 in. Cables to be rigidly supported on both sides of floor assembly. Any combination of the following types and sizes of cables may be used: A. RG 59 coaxial cable with single copper conductor, cellular polyethylene cellular foam insulation and polyvinyl chloride (PVC) jacket. B. Max 25 pair No. 24 AWG telephone cable with PVC jacketing. C. Max 31C No.10AWG cable (Type NM). D. Max 3/C with ground No. 210 AWG aluminum or copper Type SER cable with PVC insulation. E. Max 24 fiber optic cable. F. Through Penetrating Products* --Three conductor No.10AWG Metal-Clad Cable AFC CABLE SYSTEMS INC 3. Fill, Void or Cavity Materials+ -Sealant -Min 314 in. thickness of fill material applied within the annulus, flush with top surface of floor. Min. 518 in. thickness of fill material applied within the annulus, flush with bottom surface of gypsum board. Sealant forced into the interstices of the cables on both surfaces of the assembly to the max extend possible. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Mark +Bearing the UL Listing Mark ® p.SS I F~ Reproduced by HILTI, Inc. Courtesy of Vv FQ ~~~~~ Underwriters Laboratories, Inc. FIRESTOP SYSTEMS December o4, 2001 C US System No. W-J-1067 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating at Ambient -Less Ttwn 1 CFY/Sq Ft L Rating at 400 F- 4 CFM/Sq Ft SECTION A-A 1. Wall Assembly -- Min 3-3/4 in. and 5 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete for 1 and 2 h rated assemblies, respectively. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32-1/4 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through--Penetrants -- One metallic pipe, conduit or tubing to be centered within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tube may be installed at an an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A Steel Pipe -- Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or 6 in. diam (or smaller) steel conduit. D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe-wall interface on both surfaces of wall. HMI CONSTRUCTION CHEMICALS, DIV OF HIL~1 INC -- FS-One Sealant *Bearing the UL Classification Mark ~~~~~ Reproduced by HILTI, Inc, Courtesy of ~~ Underwriters Laboratories, Inc. flRESTaP SYSi'EIAS December 4, 2002 0 3 System No. C-AJ-1346 F Rating - 2 Hr T Rating - 0 Hr SECTION A-A 1. Floor or Wall Assembly -- Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 3 in. See Concrete Blocks (CAZT) category in the Fre Resistance Directory for names of manufacturers. 2. Through-Penetrant -- Max one flexible metal pipe or conduit installed concentrically or eccentrically within opening. The annular space between penetrant and periphery of opening shall be min of 1/2 in. to max 1-1/4 in. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of penetrants may be used: A. Flexible Steel Conduit+ -- Nom 1 in. diam (or smaller) flexible steel conduit. See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Material Directory for names of manufacturers. ~~,SS I Fj~o ~~~~~~ Reproduced by HILTI, Inc. Courtesy of ~~ FIRESTOP SYSTEMS Unde October 30, 2003s, Inc. r I I~ co ~- M U Page: 1 of 2 . System No. C-AJ-1346 F Rating - 2 Hr '~ T Rating - 0 Hr B. Through Penetrating Product* -- Flexible Metal Piping -- The following types of steel flexible metal gas piping may be used: 1. Nom 1 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. TITEFLEX CORP A BUNDY CO 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. Firestop System -- The firestop system shall consist of the following: A. Packing Material -- Mint in. thickness of min 4.0 pcf mineral wool butt insulation firmly packed into the opening as a permanent form. Packing material to be recessed from top surface of floor or both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials*--Sealant -- Min 1 /2 in. thickness of sealant applied within annular space, flush with top surface of floor or both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant *Bearing the UL Classification Mark ~~,SS I Fj~o ~~~C~~ Reproduced by HILTI, Inc. Courtesy of ~~ Underwriters Laboratories, Inc. l l FIRESTOP SYSTEMS October 30, 2003 C '" ~ Page: 2 of Z September 1999 -Factory Mutual Research ApproYal Guide Building Materials 9-193 SEC71aN A-A 1. FLOOR OR WALL. Alin 4ri4 in. (114 mm) thkk lightweight o- rarmal'arelght ooroteM. Sea table bebrr for nornina! opartirtg die. 2. STEEL PIPE. Sdteduls 1 D or heavier steel pipe in point of oot+fsot wph floor a ws4 {Item No. t ). tiAax annular apace l w in. (32 rttm). yes tWte below for norwnal pipe dtr1. S. FIRE STOP COMPONEM'S. a F3A Material. Sealant is installed wiWn the recessed area d the annular apace. For welts. sealant shall be applied symmetrica4y on aaoh side. 9oe table bebw fa required dept of sealant. Hilt[ Constructlfln Chemicals Mc 5400 S 122nd Sast Ave Sou Z1t4B TWsa QK '74146 FS-ONI: Nigh Perfamrance Intumescent F'eestop Sealant. tlllti Carp F1r8494 Schsan FGrstenturn L(es:htenstain CP612 High Pedormence Intumescent Fireetpp Sealant. IHfltt Canada Ltd 6790 Century Ava Suite 300 Yissisaauya Qntario L6N 2Y8 PS-ONE High Perlormanee Inturneseent Fireetop Sealant b. Backing material. 6Yneral }i~er of nom3nel 4 pd (64 kgrm3) density. 7lgtstiy pecked by hand within the amular space between the steel pipe and the edge d the opening. See table Wktiw for required depth oT mineral wool. Aha ken Pies Ihr kqm DeN14 d Sea+mrr Orpl! dASir R~ni+D pEre. in. (mny oie. K (rrWy n (mrry Nfbor P-i 10 12 tAr 3 t (12.1) (76) H 8 'k 4 1 cif: (0.4) (tt32) FIRE STOP DESIGN 263 Ratln9 -1 artd 1t~ HR System No. F-E-5002 F Rating - 1 Hr r n_ie_ _ ~ r ~_ SECTION A-A I. Floor-Ceiling Assembly The 1 hr fire rated concrete and steel joist Floor-Ceiling assembly shall be constructed of the materials in the individual G500 Series Design in the UL Fire Resistance Directory, as summarized below: A. Concrete Floor Normal weight or lightweight (100-150 pcf) concrete over metal lath or steel deck as specified in the individual G500 Series Design. Diam of floor opening to be max 1-1/2 in. larger than OD of insulated pipe (Items 2 and 3). B. Joists Steel joists or Structural Steel Members* as specified in the individual G500 Series Design. C. Gypsum Board* Min 5/8 in. thick, screw-attached to furring channels as specified in the individual G500 Series Design. Diam of ceiling opening to be 1-1/2 in. larger than OD of insulated pipe (Item 2 and 3). 2. Through Penetrant One metallic pipe, conduit or tube to be installed within the opening. Penetrant to be located approx midway between joists and rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of metallic tubes or pipes may be used: A. Copper Tube Nom 2 in. diam (or smaller) Type L (or heavier) copper tube. B. Copper Pipe Nom 2 in. diam (or smaller) Regular (or heavier) copper pipe. C. Steel Pipe Nom 2 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. N ® ~I F~~O ~~~~~ Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. ~ ®~ F1RE5i0P SYSTEIrIS December 4, 2001 System No. F-E-5002 F Rating - 1 Hr T Rating - 1 Hr 3. Pipe covering Nom 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing tape. Traverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space shall be min 1 /2 in. and max 1 in. See Pipe and Equipment Covering Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Materials* -- Sealant Min 3/4 in. thickness of fill material applied within the annulus, flush with top surface of floor. Min 5/8 in. thickness of fill material applied within the annulus, flush with bottom surface of gypsum board. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant *Bearing the UL Classification Mark ® c~IF~FO ~~~~~ Reproduced by HILTI, Inc. Courtesy of ~~ Underwriters Laboratories, Inc. w FIt~SinP SY5TE11S December 4, 2001 4 N TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A06-0102 Job Address: 124 WILLOW BRIDGE RD VAIL Status .. .: ISSUED Location.....: VILLAGE CENTER BLDG B UNIT 6C/7C Applied . .: 11/13/2006 Parcel No...: 210108208032 Issued . .. 12/06/2006 Project No Expires . .: 06/04/2007 OWNER KING, MARK M. & BRENDA K. 11/13/2006 28127 MEADOWLARK DR GOLDEN CO 80401 CONTRACTOR COMMERCIAL SPECIALISTS OF 11/13/2006 Phone: 970-513-7100 WESTERN COLORADO, LLC P.O. BOX 1572 SILVERTHORNE CO 80498 License: 161-5 APPLICANT SHAKER LIFE SAFETY 11/13/2006 Phone: 970-409-9082 DEBORAH L. SHAKER P.E. PO BOX 1073 FRISCO CO 80443 License: 0000001971 Desciption: INSTALL NEW SMOKE DETECTORS WITH SOUNDS Valuation: $180.00 ***********~****************~*~************************************* FEE SUMMARY ******:~*******************:~********************************* Electrical---------> $0.00 Total Calculated Fees--> $238.75 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $0.00 Total Permit Fee--------> $238.75 Will Cal I--------- > $ o . 0 0 Payments------------------ > $ 2 3 8.7 5 TOTAL FEES--> $236.75 BALANCE DUE--------> $0.00 Approvals: Item: 05600 FIRE DEPARTMENT 11/16/2006 mcgee Action: AP Each detector must have an addressable module. CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANC&B~~LF~PH~ ~T 479,2135 FROM 8:00 AM - 5 PM. SIGNATURI~OF'OW)~k CONTRACTOR FOR HIMSELF AND OWNEF APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: Building Permit Alarm Permit #: ~ 970-479-2135 Ins c ions ~ TOWN OF VAIL FIRE ALARM PERMIT APPLICATION ~OR'N©FY14IL Commercial 8~ Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information listed on the Vail, Colorado 81657 2nd page of this form. Application will not be accepted without this information. ~"~ ~ Q ~~ ~v / CONTRACTOR INFORMATION Fire Alarm Contractor: Town of Vail Reg. No.: Contact and Phone #'s: E-Mail Address: C S~ C , ~\~- - b ~ ~. Contractor Signature: ~ ` \ COMPLETE VALUATIONS FOR ALARM PERMIT (Labor 81 Materials) Fire Alarm: $ r `~~ n~...a..s c~,.~s i+.,,..a+„ 6e~n~~n~c n~;~a at 970_328-8640 or visit www.eaale-countv.com for Parcel # VVIIIQIiI L.Q Iri vvu..a ~ - - --- -- - -- ----- - Parcel # ~. r~l~.~ ,~ ;~. Job Name: ~ 1 ~ ~eS }~ G ft l~C, ~/~' Job Address:' Z~~~~, ` ~~ l~i~~ ~ • ,, Legal Description Lot: Block: Filing: ~ Subdivision: ~ ~ l Owners Name:. ~ Address:~Q~ ~~, ,, ~ ~ ~~ Phone: Engineer.` ~ Address: (~ 1 ~ Phone: ~ G Detailed Location of work: (i.e., floor, unit #, bldg. #} ~ L9C ~C Detailed description of work: S r.,-o 7 vJ ca Work Class: New () Addition ( ) Remod ( ) Repair ( ) Retro-fit ( } Other ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation units in this building: Does a Fire Alarm Exist: Yes ) No ( ) Does a Fire Sprinkler System Exist: Ye ( No ( ) - ~ /~ ******~~~~~*~~*~*~~*~~*~~~~**~~~~~~~~~FOR OFFICE USE ONLY**~~*~*~~~*~~~~~~***~~~** ~** ~~* 'Other Fees - ~CJatb t~ecelve>`I ~~ V 6 public W~ Permit F_ ee: ~ Acce tamed _B rte: _ I ~'~ k~Occup,ancy Group: - i_ ]t ~ b ~~ ~/ ~ /~, 6 1\Vail\data\cdev\FORMS\PERMITSWLRMPERM.DOC 47/24/2002 *************~**************~x**********:x**+*****:~****+****~*~**********:x~~**********~x**~x***~x TOWN OF VAIL, COLORADO Statement Statement Number: 8060002062 Amount: $238.75 12/06/200601:59 PM Payment Method: Check Init: LT Notation: Commerical Specialists / ck 10660 Permit No: A06-0102 Type: ALARM PERMIT Parcel No: 2101-082-0803-2 Site Address: 124 WILLOW BRIDGE RD VAIL Location: VILLAGE CENTER BLDG B UNIT 6C/7C Total Fees: $238.75 This Payment: $238.75 Total ALL Pmts: $238.75 Balance: $0.00 ****~****~***********~**********~~******************~~*:x**~:******:x****************~=********* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 6.75 PF 00100003112300 PLAN CHECK FEES 232.00 ... _.. Pa e 1 Mike McGee -Kin Residence 9 From: "Shaner Life Safety" <shanerls@comcast.net> To: "'Mike McGee"' <mmcgee@vailgov.com> Date: 1 1/1 6/2006 1:57:17 PM Subject: King Residence Per your conversation with Tim Ward and our emails, CSWC will indeed install addressable monitor modules at each detector to be installed at the King Residence. Please let me know if you have any other questions. Debbie Deborah L. Shaner-Lueck, P.E. Fire Protection Engineer Shaner Life Safety Mountain areas (970) 409-9082 Denver Metro (303) 594-6618 CC: "'Tim Ward"' <cswc.timC~comcast.net> JAN-19.-2007 FRI 10:44 AM FAX N0, p, 02 ~~; ~~ C'['~, ~ TE~c~~d~l~ aCn1~ LETTER OI~ TRANSMITTAL HICrh11.ANU BUILtiERS COMP. p,p, 80X G345 VAIL CO 8158 pate; THURSDAY, JANUARY 18, 2007 project: VILLAGE CENTER CONDOS Project Na: GS04929.000 WE, ARC TRANSMITTING: Sprayed Fire-Resistive Materials Measurements FOR pAT~S: 1117/2007 REMARKS: The materials measured meet project requirements for the items measured. CgPIES MAILED TO: CTL~ Inc RYIFIE~.R MANAGER 2:i-4 Center Dr. I Gler~wo~d Sprln~s. CO x1601 ~ FhonB: ~J7Q-a~5-2809 ~ Fax; 970-9~i5-TQ11 JAi~-19-2007 FRI 10 ~ 44 AM FAX N0. P. 03 -i~~s -I,i;~- .~ SPRAYED FIRE-RESISTIVE NIAT I.. i I'ORMATION ~~ Project No: GSQ4929.000 Date of easurements: 1117/20x7 Report No: 1 Project: VILLAGE CEN-I"ER CONDO ' Clirnt; FIIGHLAND BUILDERS CORP. Technician: ST ' Contractor: t.ai;ation Qfi Measurements: BUlLD1NG B, UNITS 7C AND 6C. gUgSTRATE (NI"ORNIATION Req. UL Keq. UL Thick. I~esir~n Thick. DCSign (in-) No. 12/16 QQ Column 1216 (/] Primary E3carn [~ Fluted Floors [] Scconclary Burn ' [] Other [~ I3at Joisis ResErained: No Submittal Given By: INSU1_ VAIL LL.G SUBSTRATE CONDiT -., Oiled No Scale: No Painted: No TYPE Oar FIRE-RESISTIV>w MATERIAL: BLAZE= SHIBt_L7 11 ML"-ASURi~MENTS PERFORMED ~' gond Taken. No Ttrickncss Measurement: No Dansity Taken: No REIVIA-RKS: SEE A~1-TAChiED FIELD R1wPORT. "134 Gpnter Dr. ~ Glenwood Springs, CO 81fiU1 I ri~one: 570-~J45-2809 I Fax: X70-945-7411 JAN-19-2007 FRI 1044 AM FAX N0. P, 04 j~; HIGHLAND BUI~-DERS CORF', P.O. BOX 63A~5 VAIL, CO 81658 DATE: 1.17-07 ~ GSO4929--395 FIREPROOF OBSERVATION BUILDING B, UNITS 7C ANo 6C REppRT N0.1 THE FOLLOWING WAS NOTED: FIREPROOFING PLACEMENT WAS COMPLETE ATO SE pR O O TO uQ~AICEMENT. WE DID NOT OF3SI=RVE THE SUBSTRATE COHdITt TiiiCKNESS MEASUREMENTS WERE PERFORMEp ON THEORY TH C~IESS. THI=N~J~~ Slt~~ 1011213EAM. OUR MEASUREMILt. BE DRESPRAYEDPAFTER THE NEW STAIRS ARE BEAM IN THE STAIRWAY W INSTALL-ED. r_ ii~LD TECHNICIAN: SANDY 7HiBAULT '' ` ~ N DOWNING LAB AND MELD MANAGER R1=VIEWE>~ A ~4.'I X827 Structural Steel Square Tube Columns CAFCO BLAZE-SHIELD II, HP ASTM Desig. Wall Thk A/P 6 x 6 12 0.46 3/8 0.35 5/16 0.30 1/4 0.24 3/16 0.18 5 x 5 12 0.45 3/8 0.35 5/16 0.29 1/4 0.24 3/16 0.18 4 x 4 12 0.44 3/8 0.34 5116 0.29 1/4 0.23 3/16 0.18 Note: A/P Ratio based on Design Formula Metric Desig. MID Hp/A 1-Hour 1-112 Hour 2-Hour 3-Hour 4-Hour 152 x 152 x 12.7 86.6 89.9 7/16 11/16 1 1-5/8 2-114 x 9.5 67.6 115.2 12 13/16 1-1/4 2-1/8 2-15116 x 7.9 57.4 135.7 5/8 1-1/16 1-9/16 2-12 3-3/8 x 6.4 46 169.3 3/4 1-5/16 1-15/16 3-1/16 NR x 4.8 35.7 218.2 1 1-9/16 2-3/16 4 NR 127 x 127 x 12.7 83.9 92.8 7/16 3!4 1-1/16 1-11/16 2-1/4 x 9.5 66 118.0 12 13/16 1-1/4 2-118 2-15/16 x 7.9 56.3 138.3 518 1-118 1-9/16 2-9/16 3-12 x 6.4 46.1 168.9 3/4 1-5/16 1-15/16 3-1/16 NR x 4.8 35.3 220.6 1 1-9/16 2-3/16 4 NR 102 x 102 x 12.7 79.8 97.6 7/16 3/4 1-1/16 1-11/16 2-5/16 x 9.5 63.7 122.3 9/16 13/16 1-1/4 2-3/16 3 x 7.9 54.7 142.4 5/8 1-1/8 1-9/16 2-9/16 3-1/2 x 6.4 45 173.1 '~""' 1-3/8 2 3-3/16 NR x 4.8 35 222.5 1 1-9/16 2-3/16 4 NR Page 2 223/2006 X827 Structural Steel Pipe Columns CAFCO BLAZE-SHIELD II, HP Standard Weight Pipe Columns Nominal Dia. Wall Thk A/P Metric Desig. MID Hp/A 1-Hour 1-1/2 Hour 2-Hour 3-Hour 4-Hour 3 0.216 0.2 89 x 5.5 38.0 204.9 7/8 1-5/8 2-5/16 3-11/16 NR 4 0.237 0.22 102 x 6.0 45.0 173.0 13!16 1-7/16 2-1116 3-3/8 NR 5 0.258 0.25 141 x 6.6 49.4 157.8 314 1-5/16 1-13/16 2-15/16 NR 6 0.28 0.27 168 x 7.1 53.8 144.8 11/16 1-3/16 1-11!16 2-3/4 3-3/4 8 0.322 0.31 219 x 8.2 59.0 132.0 9/16 1-1/16 1-1/2 2-3/8 3-5/16 10 0.365 0.35 273 x 9.3 70.7 110.1 1/2 15/16 1-5116 2-1/8 2-15/16 12 0.375 0.36 324 x 9.5 73.0 106.7 1/2 7/8 1-5/16 2-1/16 2-13/16 Extra Strong Pipe Columns Nominal Dia. Watl Thk A/P Metric Desig. M/D Hp/A 1-Hour 1-1/2 Hour 2-Hour 3-Hour 4-Hour 3 0.3 0.27 89 x 7.6 51.3 151.8 11/16 1-3/16 1-11/16 2-3/4 3-3/4 4 0.337 0.31 102 x 8.6 62.0 125.6 9/16 1-1116 1-1/2 2-3/8 3-5/16 5 0.375 0.35 141 x 9.5 70.2 111.0 1/2 15/16 1-5/16 2-1/8 2-15/16 6y t.~';: 9y~2 r ;' ~ F~ ==`,aiQI~JC3;1' $aA~-.: ~ 8~i2 x/16 1~js6:: 1H3'f1~ '.1-7/$i ~ 281161. 8 A"5" 1~1:47 219x12.7 94.5 82.4 3/8 11/16 1 1-916 2-3/1b`"" 10 0.5 0.48 273 x 12.7 95.6 81.4 3/8 11/16 1 1-9/16 2-1/8 12 0.5 0.48 324 x 12.7 96.4 80.8 3/8 11/16 1 1-9/16 2-1/8 Double Extra Strong Pipe Columns Nominal Dia. Wail Thk A/P Metric Desig. MID Hp/A 1-Hour 1-1/2 Hour 2-Hour 3-Hour 4-Hour 3 0.6 0.5 89 x 15.2 95.0 82.0 3/8 11116 15/16 1-1/2 2-1/16 4 0.674 0.57 102 x 17.1 114.0 68.3 3/8 9/16 13/16 1-5/16 1-13/16 5 0.75 0.65 141 x 19.1 130.3 59.8 3/8 1/2 3/4 1-3116 1-9/16 6 0.864 0.75 168 x 21.9 150.7 51.7 3/8 7/16 5/8 1 1-318 8 0.875 0.79 219 x 22.2 157.7 49.4 3/8 7/16 5/8 15/16 1-5/16 Note: A/P Ratio based on Design Formula Page 1 2/23/2006 D902 All-Fluted Deck Lightweight Concrete CAFCO BLAZESHIELD II, HP ASTM Desig. WID Metric Desig. M1D HpfA 1-Hour 1-1/2 Hour 2-Hour 3-Hour W10 x 26 0.7 W10 x 39 41.3 188.6 7/16 3/4 1-1/8 1-3/4 22 0.6 33 35.4 220.0 12 13116 1-3/16 1-7/8 19 0.6 28 35.4 220.0 1/2 13/16 1-3116 1-718 17 0.54 25 31.9 244.4 1/2 7/8 1-1/4 1-15/16 15 0.48 22 28.3 275.0 12 15/16 1-5/16 2-1/16 W8 x 67 1.65 W200 x 100 97.4 80.0 3/8 7116 11/16 1 58 1.44 ~ 85.0 91.7 318 1/2 3/4 1-1/8 48 1.21 71 71.4 109.1 3/8 9/16 13!16 1-i/4 40 1.03 59 60.8 128.2 3/8 5/8 7/8 1-3/8 35 0.9 52 53.1 146.7 3!8 11/16 1 1-1/2 31 0.8 46 47.2 165..0 7116 3/4 1-1/16 1-5/8 28 0.81 42 47.8 163.0 3/8 11116 1 1-9/16 24 0.7 36 41.3 188.6 7116 3/4 1-118 1-3/4 21 0.67 31 39.5 197.0 7/16 13/16 1-1/8 1-3/4 18 0.58 27 34.2 227.6 1/2 7/8 1-1/4 1-7/8 15 0.55 22 32.5 240.0 12 7/8 1-1/4 1-15/16 13 0.48 19 28.3 275.0 12 15116 1-5/16 2-1116 10 0.37 15 21.8 356.8 9/16 1 1-1/2 2-5/16 W6 x 25 0.83 W150 x 37 49.0 159.0 3/8 11/16 1 1-9/16 20 0.67 30 39.5 197.0 7/16 13/16 1-1/8 1-3/4 16 0.68 24 40.1 194.1 7/16 13/16 1-1/8 1-3/4 15 0.52 22 30.7 253.8 12 7/8 1-5/16 2 12 0.52 18 30.7 253.8 12 7/8 1-5/16 2 9 0.39 14 23.0 338.5 9116 1 1-7/16 2-1 /4 8.5 0.37 13 21.8 356.8 9/16 1 1-1/2 2-5116 W5 x 19 0.77 W130x 28 45.4 171.4 7116 3/4 1-1/16 1-5/8 16 0.66 24 38.9 200.0 7/16 13/16 1-1/8 1-3/4 W4x 13 0.67 W100x 19 39.5 197.0 7/16 13/16 1-1/8 1-3/4 Note: The thickness of lower flange may be reduced to T/2 for the 3-hour rating. Page 7 2/23/2006 TOWN OF VAIL FIRE DEPARTMENT1 VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 122E MEADOW DR VAIL Location.....: Village Center, Units 6C/7C Parcel No...: 210108208006 Project No ~~~ ~ , b ~ Z OWNER KING, MARK M. & BRENDA K. -J10/04/2006 28127 MEADOWLARK DR GOLDEN CO 80401 APPLICANT CASTLE FIRE SPRINKLERS INC. 10/04/2006 PO BOX 3878 AVON COLORADO 81620 License: 735-5 CONTRACTOR CASTLE FIRE SPRINKLERS INC. 10/04/2006 PO BOX 3878 AVON COLORADO 81620 Licenser 735-5 Permit #: F06-0062 ~rOG -OU =~`t Status ...: ISSUED Applied ..: 10/04/2006 Issued . .. 11/14/2006 Expires . .. Phone: (970) 688-0789 Phone: (970) 688-0789 Desciption: RELOCATE SPRINKLERS TO ACCOMODATE REMODEL Valuation: $6,000.00 ***~**********+**********~*******************~********************** FEE SUMMARY ***********************~*******~***********~********+******* Mechanical---> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $605.00 Plan Check---> $350.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES--------------> $605.00 Total Permit Fee----------> $605.00 Will Call-----> $0.00 Payments-------------------> $605.00 BALANCE DUE---------> $ o . 00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/05/2006 JJR Action: DN Denied for following: 1.Hydraulic calculations not provided. 2. Required material data sheets not p rovided. 3. Ceiling heights not shown on plans. 4. Beam depths not shown on plans. 5. General notes on plans, number one states design sprinklers per manufacture's and NFPA 13D requirements." Resubmittal required. 11/13/2006 JJR Action: AP Approved as noted: 1. Maintain minimum 8' spacing. 2. Provide date, time, location, and elevation of flow test. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. ~ y~~~ ~~ ~ SIGNATUR OF OWNER OR CONTRACTOR F HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement ~************~~**********~~**:~~*****************~********:x~*********~************~*~+****~+* Statement Number: 8060001959 Amount: $605.00 11/14/200609:40 AM Payment Method: Check Init: DDG Notation: Castle Fire Sprinklers 1029 ----------------------------------------------------------------------------- Permit No: F06-0062 Type: SPRINKLER PERMIT Parcel No: 2101-082-0800-6 Site Address: 122 E MEADOW DR VAIL Location: Village Center, Units 6C/7C Total Fees: $605.00 This Payment: $605.00 Total ALL Pmts: $605.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 255.00 PF 00100003112300 PLAN CHECK FEES 350.00 TOWNOFVAfL ' APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS CANED , Project #• (~' L~ ~~ ~ ~. ¢..-~ '~ Building Permit #:• D ',f~ ~ ~ L' ~<--!~ ~-~ ~ < ~'`'• Sprinkler Permit #• i G ~ -~~1C~(~~ ~~ 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL FIRE SPRINi(LER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and must include the following. Permit application will not be accepted without this information: • A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. • A State of Colorado Plan Registration form. • Plans must be submitted by a Registered Fire Protection Contractor. rnlvTi? A !"'TnR TNT'(?~Rl`vT A TT(l1V ...., . Fire Sprin r Con ctor: Town~o7f Vail Reg". No.: Con ct and 's: ~=~'~G'!/, E-Mail Address: Contractor Signature: COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Sprinkler: $ ~~'~~~.~' .._ _.._ ~. ~_ _._ .•_.._.,.....,,..,.,.,..... n~s;,.a ~f o ~n_ ~ ~Q_Q~an nr v;eif innvini aan/arn~ mtv_ r~s fnr ParCe/ # ~~~~****~**~r~rvrw*~~~**~*~*~**~~*,~,~~~*****FOR OFFICE USE nN9,Y:~~~~***~~:~~~~~~*~:~~~**~~~**~~*******~ :,, .~ ~<' ees: Date 'Received c public Wa~ Permif Fee: Acce tad B : . Qccupancy G~o~tp: _. _. .: . , •~ - F:\cdev\FORMS\PERMITS\Fire\sprinkler~erm_12-5-05.DOC HIV//f~QVf. Lq Iii vvYl~r Arrvrrvrr v ~ ~-- -- -- -- ----- Parcel # ~„ C ~'! j Q ~.(~ ~ p~, ]ob Name: ` t ~~ i ~q ~' E' S ~ ~G +~ ]ob ddress: 1..x.1 °~"'l~, ~ s~ ~ ~ ~ ~ ~ l ~~'z..) 1:; .'' d t = I~; Legal Description ot: Block: Filing: Subdivision: Owners Name: ,., Address. `~;~ ~~° ~~~:~~'C'~^'Ili G1 ~i ~ .+-~. ~ ~~ ~ ti Phone•,~'L~-~' r/~ ~~~~ ~ Address: ~ ) ri ~ ` En ineer: ++ // ' hone: -~. ~> ._ C~ -~} ') ,~ Detailed ocation of work: (i.e. floor, unit #, bldg. #) - i- - n~- Detailed desc~ ptio of w~o`rk: ~ ~ c i -'C~~ i •" ~' •7 . !'\ ~ I ~' :.' ,. `y ~".w `~~; !Z C ('t,'s„" ~ Gn ZX /~ ~~ C' ~°' C.,a,.~ ~."r~C`"` Work Class: New O Addition ( ) Remodel (• Repair ( ) Retro-fit ( ) Other ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: ~ ~ PJo. of Acccmmodat.on Units in this building: Does a Fire Alarm Exist: ..Yes. (~ -_ No;(•) ~ "k . Dees a Fire Cprink!er System Exist: Yes ( No ( ) 12/05/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0387 Job Address: Location..... Parcel No...: 124 WILLOW BRIDGE RD VAIL VILLAGE CENTER UNIT 6C 210108208032 Status ...: ISSUED Applied ..: 12/26/2006 Issued . .: 01/04/2007 Expires . .: 07/03/2007 Legal Descrlptlon. Project No ~~ y ~ ~~ -~~~6G~-v~G,~ OWNER KING, MARK M. & BRENDA K. 28127 MEADOWLARK DR GOLDEN , CO 80401 APPLICANT R & H MECHANICAL LLC PO BOX 810 EAGLE CO 81631 License: 184-M CONTRACTOR R & H MECHANICAL LLC PO BOX 810 EAGLE CO 81631 License: 184-M Desciption: HVAC AND HEAT FOR REMODEL Valuation: $5,000.00 Fireplace Information: Restricted: N of Gas Appliances: 0 1# of Gas Logs: 0 # of Wood PelleC 0 **********~****************~************************~*******~**~**** FEE SUMMARY *********************************~************************** Mechanical---> $100.00 Restuarant Plan Review--> $0.00 Total Calculated Fees- --> $228.00 Plan Check---> $25.00 TOTAL FEES--------------> $228.00 Additional Fees--------- --> $o . 00 Investigation-> $100.00 Total Permit Fee-------- --> $228.00 Will Call-----> $3.00 Payments----------------- --> $228.00 BALANCE DUE------- --> $0.00 Item: 051 00 BUILDING DEPARTMENT 01/ 04/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . 12/26/2006 12/26/2006 Phone: (970) 328-2699 12/26/2006 Phone: (970) 328-2699 Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF 'NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. Cond: CON0008617 FIRE DAMPERS REQUIRED FOR ALL DUCT PENETRATIONS IN FIRE RATED ASSEMBLIES DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TEkEPH AT .149 OR AT OUR OFFICE FROM R:00 AM - 4 PM. I'~ ` ~° ~ _ CONTRACTOR FOR HIMSELF AND OWNEF ~~ **~+********~**~*~************:x*~x********~x***:~*********~x~x****************:x~x~x**~*~:**:x*~*:x:x**:x TOWN OF VAIL, COLORADO Statement Statement Number: 8070000011 Amount: $228.00 01/04/200702:30 PM Payment Method: Check Init: LT Notation: R&H Mechancal / ck 18543 ----------------------------------------------------------------------------- Permit No: M06-0387 Type: MECHANICAL PERMIT Parcel No: 2101-082-0803-2 Site Address: 124 WILLOW BRIDGE RD VAIL Location: VILLAGE CENTER UNIT 6C Total Fees: $228.00 This Payment: $228.00 Total ALL Pmts: $228.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description -------------- Current Pmts ------------ --- MP ----------------- 00100003111100 ---------------- MECHANICAL PERMIT FEES 100.00 PF 00100003112300 PLAN CHECK FEES 25.00 PN 00100003153000 INVESTIGATION FEE (BLDG) 100.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 k a' i APPLICATION. WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Project #: ~~c~ - O 0 ~ Z Building Permit #: Mechanical Permit #: 970-479-2149 ,(Inspections) ~DWN OF Y~ 75 S. Frontage Rd. Vail, Colorado 81657 I OF VAIL MECHANICAL PERMIT APPLIC Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include: a Mechanical Room Dimensions ^ Combustion Air Duct Size and Location O / „ . /~rZ~~ ^ Flue, Vent and Gas Line Size and Location ~S! V r~ 1 ^ Heat Loss Calcs. ^ Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Me nical Contractor: Town of Vail Reg. No.: C ntact and Phone #'s: E-Mail Address: ~ ~ ~~ Contractor Signature:` /i ~ _ . COMPLETE VALUATION FOR MirCFiANICAL PERMIT Labor & Materials MECHANICAL: (~ •~.L:~ ~~ ,'~ Contact Eag/e County Assessors Office at 97LF-3~3 8640 or vis6t www eagle c Parcel # ~, ~-~ Job Name: Job Address:~~ ~~ ~/ ~ /c Legal Description Lot: Block: Filing: Subdivision: Owners Name: ~~ /J ~~ -~t? Address: ~ Phone: ~'t c J ~Qa E''!i~ ~~' . Engineer: Address: Phone: Detailed description of work:. Work Class .New O Addition ( ) Alteration~f Boiler Location: Interior ( ) Exterior ( ) Other Type of Bldg: Single-family ( ) Duplex ( ) Multi-famil ~ ` No. of Existing Dwelling Units in this building: for Parce/ # ~~~ Repair ( ) Other ( ) Does an EHU exist at this location: -Yes ( ) No ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Accommodation Units in this building: ~ No/Type of Fireplaces Existing; Gas Appliances ( )Gas Lo s ( ) Wood/Pellet ( ) Wood Burning ( ) No/Type of Fireplaces Proposed: Gas Appliances ( )Gas Logs Z ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ~=-~ (3 Ito:(-,_ ~....._. __. wWW W w]~wwWWWW WWwWWWwWWW ~ w~ _.. T T T T .- T T T~ T T T T T T T T T 7 •' FOR OFFICE USE QTLY********~~;***~~~*~~ ~~*~~~* -,.. OtEier-Fees { 3 ^= '_ , . Planner`Si n=off ~~ ~~ ,. ::-' =Acce ~d'B ~.~:; DRB=Fees :. Date Received .__ ._ ~ r \\Vail\data\cdevlPOR1~9SU'ERMITSIMECHPERM.DOC n'7ninnn~"" TOWN OF VAIL llEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P06-0155 Job Address: 122 E MEADOW DR VAIL Status ...: ISSUED Location.....: Village Center, Units 6C/7C Applied ..: 11/15/2006 Parcel No...: 210108208006 Issued . .. 11/16/2006 Legal Description: -- ~`-,-~ ~(~, - (~pCe 2, Expires . .: 05/15/2007 Project No OWNER KING, MARK M. & BRENDA K. -J11/15/2006 28127 MEADOWLARK DR GOLDEN CO 80401 APPLICANT PLUMBING SYSTEMS, INC. 11/15/2006 Phone: 970-390-7 763 License: 277-P CONTRACTOR PLUMBING SYSTEMS, INC. 11/15/2006 Phone: 970-390-7 763 License: 277-P Desciption: REPLACE 2 SHOWER DRAINS AND VLAVES, RELOCATE 1 TOILET, 1 SHOWER AND 2 LAVS IN THE MASTER BATHROOM Valuation: $12,000.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? ***********************~*~*******~*******~**************~~*********** FEE SUMMARY Plumbing---> $180.00 Restuarant Plan Review--> $0.00 Plan Check---> $45.00 TOTAL FEES--------------> $228.00 Investigation-> $ 0.00 Will Call-----> $3 .00 Item: 05100 BUILDING DEPARTMENT 11/15/2006 CG Action: AP Item: 05600 FIRE DEPARTMENT # of Gas Logs: ?? # of Wood Pallet: ?? Total Calculated Fees---> $228.00 Additional Fees----------- > $ 0. 0 0 Total Permit Fee---------- > $ 2 2 8. 0 0 Payments------------------- > $ 2 2 8. 0 0 BALANCE DUE---------> $0.00 CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS I~Y~ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ~ ~ i ~ l SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF *****:x*******:x*********************~**********~***:x~x~x**~x*~x*****************~x*~~~x*:~~********~ TOWN OF VAIL, COLORADO Statement ***~*******~~********************~**~*+*~*****:x***********~****************************~x**~~ Statement Number: 8060001996 Amount: $228.00 11/16/200603:38 PM Payment Method: Check Init: DDG Notation: PSI 20017 --------------------------------------------------------------------------- Permit No: P06-0155 Type: PLUMBING PERMIT Parcel No: 2101-082-0800-6 Site Address: 122 E MEADOW DR VAIL Location: Village Center, Units 6C/7C Total Fees: $228.00 This Payment: $228.00 Total ALL Pmts: $228.00 Balance: $0.00 *********************************:~*~***+:x****+*****************************~:*****:x*******~** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 45.00 PP 00100003111100 PLUMBING PERMIT FEES 180.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ~~~ ~i ~ ~ ~1 c~C.9 ~ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI Project #: ~~ Building Permit #: ~~ - ~© __ ~,. ~ S Plumbing Permit #: ~ `~ J .~ _ _ . ;i ~~~~~~~ ~~4 ~ 970-479-2149 (Inspections) 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CONTRACTOR INFORMATION Plumbing Contractor: Town- N Conte, Person and Phone #'s: ,~. ~ ~ ~ ~~ -~ via r ~~C~ ~v ~t E-Mail Address: Fax #: Contractor Signature: , ~/~ COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ /o2~c)lJ ..-... sees n~wn .. ~:~ ~.n.n.~ awn/n_~niinfii ~nm fnr DarcA/ GO/1taGTCa /e C.OU/1 AssC~w/~ vuic.c oc .~~.. -+~~ --~ -~- --. _._._ ..._...__ ._ __ __ Parcel # Job Name: Job Address: h, Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: /yam Phone: .J Engineer: Address: Phone: Detailed description of work: ~~,/,~~~ ~ 5;~,. - ~fi~ S ~ v~i~~ S .+ ~ /- .~cs.w- cam, ~~ ~.~'. Work Class: New () Addition ( ) Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family (.~f' Commercial (~ Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: *************** *****~*********~*******FOR OFFICE USE ONLY:~************************~*****~***** ~~~ Other Fees: Date Received: Acce ted B F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1 11/23/2005 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -05 -2013 at 08:25:35 02/05/2013 Statement Statement Number: R060002117 Amount: $130.65 12/18/200612:22 PM Payment Method: Check Init: LT Notation: Mountain Electric / ck 3451 ----------------------------------------------------------------------------- Permit No: E06 -0268 Type: ELECTRICAL PERMIT Parcel No: 2101 - 082 - 0800 -6 2101 - 082 - 0803 -4 Site Address: 122 E MEADOW DR VAIL Location: Village Center, Units 6C /7C Total Fees: $130.65 This Payment: $130.65 Total ALL Pmts: $130.65 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- EP 00100003111100 ELECTRICAL PERMIT FEES 127.65 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: Village Center, Units 6C /7C Parcel No...: 210108208006 Legal Description: Project No OWNER KING, MARK M. & BRENDA 28127 MEADOWLARK DR GOLDEN CO 80401 APPLICANT MOUNTAIN ELECTRIC P. 0. BOX 131 GYPSUM CO 81637 License: 105 —E CONTRACTOR MOUNTAIN ELECTRIC P. 0. BOX 131 GYPSUM CO 81637 License: 105 —E K. —J 12/14/2006 Permit #: E06 -0268 Status ...: FINAL Applied..: 12/14/2006 Issued. .. 12/18/2006 Expires . .: 04/30/2008 12/14/2006 Phone: 970 - 524 -7115 12/14/2006 Phone: 970 - 524 -7115 Desciption: NEW LIGHTS AND DIMMING SYSTEM AND OUTLETS Valuation: $0.00 Square feet: 2900 ki##### iss##► sf#+*++**#*#*# k# kk#} f} s +s+i +ifi # * # * #s # * # * # * * * # * * * # ##ik FEE SUMMARY Electrical - - -> $127.65 Total Calculated Fees - -> $130.65 Investigation - -> $0.00 Additional Fees - - - -> $0.00 Will Call - - - -> $3.00 Total Permit Fee -- ----- > $130.65 TOTAL FEES —> $130.65 Payments--------- - - - - -> $130.65 BALANCE DUE- - - - - -> $0.00 ► iif# 44# if# 4► fi►##### k######## i4# fif 4# 4f4f f#+#+############### k##### 4f4f+ f4f+#+####### i# i## i#*+#+► f########}# f}# f4 #iff # +4* } #► # # # # # # # # } #i }4 # }#i #ff Approvals: Item: 06000 ELECTRICAL DEPARTMENT 12/18/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT # if#►►►########## i# k## f#}# 4f4#####*#####*# k#*# k#####}#}#} 4*# i# if##+####*########}# f# f+ i4# f# f####### f+}###}+#+# f### # # # # # #k4 + #i #if # # # #4 # + # # # #Ri #i#t CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ff►► iiif#►► s#+► f##*# k## k## k# is+ sf4#+ s# s##**####*#*# kf►# k# r# is4f+ f+#+#► f+####### i*##}►* 4# 4#*+*#**+*###}►#►+ s+##*##* # * # # # # * } # } *i # # + #f +f + # + # * # # # # # ## DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. E06 -0268 : Entries for Item: 190 - ELEC -Final 08:25 02/05/2013 Action Comments By Date Unique_ Key CR DISC FOR HUMIDIFIER SHAHN 04/25/2008 A000112 ARC FAULT FOR DEBROOMS. 882 VERIFY 120 VOLT DETECTORS /LOW VOLTAGE.9 AP SHAHN 04/30/2008 A000113 030 Total Rows: 2 Page 1 MO6 -0387: Entries for Item-390 - MECH -Final 08:26 02/05/2013 Action Comments By Date Unique_ Key CR 1.POWDER ROOM EXHAUST FAN DUST GCD 04/25/2008 A000112 DISCONNECTED 892 2.HUMIDIFIER NOT CONNECTED TO WATER SUPPLY OR DRAIN. 3.18" MIN CLR FROM COOK TOP TO CORBEL 4.PROVIDE TRANSFER GRILL OR DOOR UNDERCUT FRO BATH VENTILATION. NR CORRECTIONS NOT COMPLETE $47 GCD 04/28/2008 A000112 REINSPECTION FEE WAIVED. 948 AP JRM 05/01/2008 A000113 049 Total Rows: 3 Page 1 P06 -0155: Entries for Item-290 - PLMB -Final 08:26 02/05/2013 Action Comments AP Total Rows: 1 Page 1 By Date Unique_ I Key JRM 05/02/2008 A000113 1 116 Page 1 05-01-2008 Inspection Request Reporting Page 39 4'31 pm Vail, CO -City Of Requested Inspect Date: Friday, May 02, 2008 Inspection Area: CG Site Address: 122 E MEADOW DR VAIL Village Center Units 6C/7C A/P/D Information Activity: 606-0039 Type: A-MF Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: I-B Insp Area: CG Owner: KING, MARK M. & BRENDA K. -JT Contractor: HIGHLAND BUILDERS CORPORATION Phone: (719) 520-5100 Description: VILLAGE CENTER UNT 6C AND 7C-INTERIOR REMODEL Reauested Inspections Item: 90 BLDG-Final Requested Time: 09:00 AM Requestor: HIGHLAND BUILDERS CORPORATION Phone: (719499-9248 -or- (719) 499- 232 Comments: will call Scott 1/2 hour ahead at (719) 499-8232, PM requested Assigned To: GDENCKLA Entered By: DGOLDEN K Action: Time Exp: ~~ S ~ 7 3 r ~- ~ ,i f~ ~ ~ ~ , ~~~ 147 r ~; ~- - _ ~..,.-._ t.._. /~ ~ .~ ___ , _ :. P~~,.,,.:_ .- Yom,....-~ f' ,~ `~~r Inspection History ~_. !"~~ ~. ~ may) ~~ ' ~~ • ~'~~ ~ ~'~ '~ 1 ,r -, Item: 226 FIRE DEPT. NOTIFICATION ~ ,~~' '~,y .1 y ~ ~ ' Item: 10 BLDG-Footings/Steel + UFER grd ~ 9 Item: 20 BLDG-Foundation/Steel •-` ~f , ~j ~~(` Item: 30 BLDG-Framing 4 01/04/07 Ins ector: JRM Action: DN DENIED ~ ~ Comment: MEpCHANICAL PERMIT IN APPROVED STATUS 01/05/07 Inspector: JRM Action: PA PARTIAL APPROVAL a ~~ ~ 4: Comment: PARTIAL APPROVAL ,ALL EXCEPT FOR STAIRS. ;;`u - 'J NOTIFIED MARK, THAT HIS STRUCTURAL STAIR PLAN, WELDING SPECIAL INSPECTOR, FIREPROOFING FIRE STOPPING DETAIL ARE REQUIRED TO BE APPROVED BEFORE ANY t '" MORE BLDG INSPECTIONS ARE PERFORMED! ~" `~ 01/19/07 Ins ector: GCD Action: CR CORRECTION REQUIRED ~' ,f Comment: 1,SpPECIAL INSPECTION REPORT BY KRM ENG FOB STEEL RECEIVED.. ,~''' ~~ 2.SPECIAC 1NSPECTION REPORT FOR SPRAY APPLIED FIRE PROOFING RECEIVED -~ (..-/ REPORT IS DEFICENT• PROVIDE CORRECT DESIGN NUMBER FOR COLUMNS AND F' '~ BEAMS. PROVIDE DEtJSITY REPORT. :_3_ADD STRIKE PROTECTION FOR CSST AS DISCUSSED. 4.FIRE STOPPING APPROVED. - OK TO INSULATE Item: 50 BLDG-Insulat ion "' Approved "' 01/29/07 Inspector: shahn Action: COND APPROVED/CONDITIONS Comment: pending receipt for blown in insulation. Item: 60 BLDG-Sheetrock Nail "" Approved " 02/12/07 Inspector: GCD Action: CR CORRECTION REQUIRED " " Comment: OC FOR FIRE RATED OC AND TO FIELD TO = 8 ADD SCREWS TO BUTT JOINTS TO = 6 CONSTRUCTION. 02/13/07 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: CORRECTION NOT MADE. 02/21/07 Inspector: JRM Action: AP APPROVED Comment: APPROVED Item: 70 BLDG-Misc. REPT131 Run Id: 7927 Z`t 04-29-2008 Inspection Request Reporting Page 33 4:21 pm Vail, CO -City Of Requested Inspect Date: Ins ection Area: Site Address: Wednesday, April 30, 2008 122 E MEADOW DR VAIL Village Center, Units 6C/7C A/P/D Information Activity: E06-0268 Type: B-ELEC Const Type: Occupancy: Owner: KING, MARK M. & BRENDA K. -JT Contractor: MOUNTAIN ELECTRIC Sub Type: AMF Use: Phone: 970-524-7115 Description: NEW LIGHTS AND DIMMING SYSTEM AND OUTLETS Requested Inspection(s) j~- y S Item: 190 ELEC-Final ~ J Requestor: MOUNTAIN ELECTRIC Comments: will call Mike 471-6155, reinspect Assigned To: SHAHN Action: Time Exp: Comment: IFIER ARC FAULT FOR DEBROOMS. VERIFY 120 VOLT DETECTORS/LOW VOLTAGE.9 _~ }~rJ Inspection History Requested Time: Phone: Status: ISSUED Insp Area: SH 08:30 AM 970-524-7115 -or- 471- 6155 Entered By: DGOLDEN K Item: 110 ELEC-Service Item: 120 ELEC-Rough *' Approved *` 12/20/06 Inspector: SHAHN Action: COND APPROVED/CONDITIONS Comment: PROVIDE ACCESS DOORS FOR ALL J-BOXES AND VALVES AT FINAL. STRAP ALL MC CABLE WITHIN 12 INCHES OF FIXTURE/DEVICE.(CONTRACTOR WAS IN PROCESS OF DOING THE WORK) SPEAKER HOUSINGS NEED TO MAINTAIN FIRE RATING. A BOOSTER FAN IS NEEDED FOR CLOTHES DRYER AS IT EXCEEDS 25 FT. NEED FIRE HAT ON THE FIXTURE OVER STAIRS. Item: 130 ELEC-Condu it Item: 140 ELEC-Misc. Item: 190 ELEC-Final 04/25/08 Inspector: SHAHN Action: CR CORRECTION REQUIRED Comment: DISC FOR HUMIDIFIER ARC FAULT FOR DEBROOMS. VERIFY 120 VOLT DETECTORS/LOW VOLTAGE.9 REPT131 Run Id: 7919