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VAIL POTATO PATCH BLOCK 1 LOT 31 210106301018
NO TE: THIS PERMIT MUS T BE POS TED ON JOBSI TE A T E W Vi 11111, Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970- 479 -2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT NDUP Job Address: 809 POTATO PATCH DR VAIL Location.....: 809 POTATO PATCH DR Parcel No...: 210106301018 OWNER 809 POTATO PATCH DRIVE LLC D611112008 392 MILL CREEK CIR VAIL CO 81657 APPLICANT RESCRT MOUNTAIN ENTERPRISES 06/11/2008 Phone: 970- 384 -2748 P.O, BOX 2032 GLENWOOD SPRINGS CO 81602 License: 268 -M CONTRACTOR RESORT MOUNTAIN ENTERPRISES 06/1112008 Phone: 970 -384 -2748 P,O. BOX 2032 GLENWOOD SPRINGS CO 81602 License: 268 -M Desciption: NEW DUPLEX: INSTALL THREE GAS FIREPLACES Valuation: $12,000.00 ALL TIMES Permit #. M08 -0131 [$n -° X(4y Project #: Status ... Applied .. Issued . . . Expires . .: PRJ07 -0093 ISSUED 06/11 12008 07/0112008 1212812008 Mechanical Permit Fee - -> $240.00 Will call ------ — ---- > $4.00 Total Calculated Fees - -> $304.00 Plan Check--------- - ----> $60.00 Use Tax Fee - - - - -> $0.00 Additional Fees ------- > $0.00 Investigation------- - - - - -> $0.00 TOTAL PERMIT FEE - - -> $304.00 Total Calculated Fees - -> $304.00 Payments --- — ------------ > $304.00 +e » »» r sr ea r »» rr rrR t +r »» rR r rr r +r» rr» r »» r » » »r» r# *# t +r tt i ti * + * +r r +» rt i t »t i »» * +r r +» rt i ti t* r i t» BALANCE DUE-- - - - - -> r* i » ** to i ii tR +#*» i rr» r »» r +e +rr +rr e» r +rr R►r» r» rr rR» $0.00 r » »» R» Rf» ■ APPROVALS Item: 05100 BUILDING DEPARTMENT 06/11/2008 JLE Action: AP 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: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 iFGC. * +it*t +t »*t #t # *##tr* iii+# i» t# i»*+ r+#### fi# R*## rfi#** r*# R*#* r* r*# # *# *rR * ►r+ * ++ # *++ * +Mr *Rt » ►r }rl+ iii * *Rr RRRlrRR+»+ Rrrr*► r* R# # * ** * * * # * * # * ** * * *r * * * * # * * * * * * #* *fir * * # * * * * * * * * * * ** * * # * * * * * ** 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. AMQU 5 OR PE N SF, L BE Mg[l� TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0f of Owner or Contractor Name mechcanical_perm it- 041908 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement Statement Number: R080001069 Amount: $304.00 07/01/200809:34 AM Payment Method: Check Init: DDG Notation: Resort Mtn. Enterprises 5963 ----------------------------------------------------------------------------- Permit No: M08 -0131 Type: MECHANICAL PERMIT Parcel No: 2101- 063 - 0101 -8 Site Address: 809 POTATO PATCH DR VAIL Location: 809 POTATO PATCH DR Total Fees: $304.00 This Payment: $304.00 Total ALL Pmts: $304.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - MP 00100003111100 - -- ------------------------ - - - - -- ------ MECHANICAL PERMIT FEES - - - - -- 240.00 PF 00100003112300 PLAN CHECK FEES 60.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 •. APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED TOV Project #: PG`y7 - 0C4113 Building Permit 6 Z ~ 0-21-e o �* Mechanical Permit # M097-01,31 Iit1 M 970 - 479 -2149 (Inspections) TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions. _ • Combustion Air Duct Size and Location L;L� i • Flue, Vent and Gas Line Size and Location AXAE • Heat Loss Calcs. ❑ Equipment Cut /Spec Sheets CONTRACTOR INFORMATION Contact Eagle County Assessors Office at 970 -328 -8640 or visit www eaale:county , com for Parke/ # Parcel # ( p ,p d Job Name: � � ]ob Address: � �r � ., Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: Phone: Detailed description of work: Work Class: New (Vf Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes( ) No( ) Type of Bldg: Single-family( ) Duplex (\4' Multi - family ( ) Commercial( ) Restaurant( )Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No a of Fireplaces Existing. Gas Appliances Gas Logs Wood /Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances (1,) Gas Logs ( r) Wood /Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes i No ) * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE ONLY * * * * ** ©they Fees Date Received: Y Accepted BY ;.:r <<y. * * * * * * * * ** n UN 1 12008 TOWN OF =Lnc F: \cdev\ FORMS\ PERMITS \Building \mechanicallaermit_11 - 23-2005. DOC *ViAl Town of Vail Mechanical Codes and Design Criteria ♦ You must obtain Design Review Board (DRB) approval if any of the mechanical work will involve ANY exterior work. This includes and is not limited to removal and replacement of driveway snow melt systems. Please contact the Development Review Coordinator at 479 -2128 for additional information. ♦ The Town of Vail has adopted the 2003 International Mechanical Code and the 2003 International Fuel Gas Code. All new construction within the Town of Vail is considered to be of unusually tight construction, thus all combustion air is required to be drawn from outside the structure for mechanical equipment. Town of Vail Fireplace Ordinance In September of 1991, the Vail Town Council adopted an ordinance which restricts to construction and use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has undergone numerous changes and revisions, striving for compromise, yet effectiveness in addressing the air quality issue. Therefore the following criteria has been adopted: ♦ Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail municipal boundaries. ♦ Dwelling Units —Each new dwelling unit may contain: One (1) EPA Phase II certified solid fuel burning device and no more than two (2) gas appliances (B vent) OR Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent). ♦ Restricted Dwelling Units — Each new restricted dwelling unit may contain: One (1) gas log fireplace and not more than one (1) gas appliance fireplace. ♦ Accommodation Units — Each new accommodation unit may contain: One (1) gas log fireplace or one (1) gas appliance fireplace. ♦ If two or more separate dwelling units or accommodation units are combined to form one larger unit, the combined unit may retain one woodburning fireplace (if one already exists) and no more than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas. ♦ If during the course of a remodel an existing woodburning fireplace is altered or moved, the unit must then comply with all provisions of the ordinance. That is, the fireplace must be converted to natural gas or replaced by an EPA Phase II certified unit. F:\cdev\ FORMS` PERMITS\ Building\ mechanical —permit_11- 23- 2005.DOC 11/23/2005 A' HOW DID WE RATE WITH YOU? Please take the time to tell us how we performed during the development review process. We will use this information to recognize our employees who serve you and we will also use it to improve our level of service. Please know we do care and will react to your suggestions. Thank you for your comments. George Ruther Director of Community Development nn 1. What services did you use at Community Development today? Check all that apply BEV WP Admin Building _ Environment Fire Housing Planning P.W. Llit C 2. Was your visit today as a: Homeowner Contractor Architect Other 3_ Please rate your satisfaction with the following aspects of the Community Development Department. Use a scale from 1 to 5 where 1 means "not at all satisfied" and 5 means "very satisfied" to rate each of the following items. Please use DK (Don't Know /No Opinion) as appropriate. Please circle yourresponse. Not Satisfied Very Satisfied Friendly and Courteous 1 2 3 4 5 DK Knowledgeable 1 2 3 4 5 DK Timely Response /Calls Returned 1 2 3 4 5 DK Overall Experience 1 2 3 4 5 DK 4. Was the review process clearly explained to you? (i.e., how the Design Review Board and /or Planning and Environmental Commission works, when they meet, what you need to have when you apply for the planning and /or the building process, how long review times generally take, housing and /or environmental health policy, etc.) YES NO If NO, what additional information would have been helpful? 5. Did the planning process meet your expectations? YES NO 6. Did the building permit review process meet your expectations? YES NO 7. Did the inspection process meet your expectations? YES NO 8. Did you feel the process was fair and efficient? YES NO Please explain your response(s). 9. If you were looking for information (i.e., legal address file, plat map, plans, etc.) was the information in a format that was helpful i user friendly? YES NO 10. Are you aware of the Community Development Dept. information available at http: / /www.yailgov.com? YES NO Thank you for taking the time to complete this evaluation. If indicated below, we will personally contact you on specific concerns. If it is your desire, you may contact the director by telephoning, 970- 479 - 2145. Please feel free to use the back for additional comments. Name: Company: Address: Telephone: City: State: Zip Code: Date: F:\cdev\FORMS\SURVEYS\comdev_survey_091907.doc rrvlk ivWNQFVA11 Department of Community Development 75 South Frontage Road Bail, Colorado 81657 970- 479 -2138 FAX 970- 479 -2452 www.vailgov.com June 6, 2008 Michael English English Enterprises, Inc. 12 Vail Road, Suite 700 Vail, CO 81657 Re: B07 -0266, 809 Potato Patch Drive Dear Mr. English, The Town of Vail Building Department has extended your building permit B07 -0266 until December 31, 2008. At that time if no work or inspections have occurred the permit will be expired and you will have to reapply. Sincerely, Lynne Campbell Office Manager C) RECYCLM PAPER 06/0612008 15:38 9704797501 ENGLISH & ASSOCIATES 12 Vail Road, Suite 700 Vail, CO 81857 PH: (970) 479 -7500 Fax: (970) 479-7501 L IrIt -0:1 To: Lynne Campbell From: Michael English Fax: 479 -2452 Pages: 1 Phones 479 -2150 [hate: 6/6/08 Re: Permit B07 -0266 extension CCs PAGE 01/01 ❑ Urgent ❑ For Review Q Please Comment 0 Please Reply Cl Please Recycle • Lynne, Per our conversation today, I would like to request to have building permit B07 -0266 extended until December 31, 2008- If you need anything else to fulfill this request, please let me know. Thank you Michael English 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 NEW (SFR,P /S,DUP) PERMIT Job Address: 809 POTATO PATCH DR VAIL Location.....: 809 POTATO PATCH DR Parcel No...: 210106301018 OWNER 809 POTATO PATCH DRIVE LLC 392 MILL CREEK CIR VAIL CO 81657 APPLICANT ENGLISH ENTERPRISES, INC. 12 VAIL RD., SUITE 700 VAIL COLORADO 81657 License: 350 -A CONTRACTOR ENGLISH ENTERPRISES, INC. 12 VAIL RD., SUITE 700 VAIL COLORADO 81657 License: 350 -A 08/16/2007 Permit #: B07 -0266 Project #: PRJ07 -0093 Status . . . : ISSUED Applied..: 08/16/2007 Issued. .: 12/11/2007 Expires.....: 06/08/2008 08/16/2007 Phone: (970) 479 -7500 08/16/2007 Phone: (970) 479 -7500 ARCHITECT K.H. WEBB ARCHITECTS PC 08/16/2007 Phone: 970- 477 -2990 710 WEST LIONSHEAD CIR, UNIT A VAIL CO 81657 License: C000001627 Desciption: CONSTRUCTION OF A NEW DUPLEX Occupancy Type RESIDENT /1 & 2 FAM ( ZONE 3 VB Totals... Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,488,780.00 Factor Sq Feet Valuation 155.31 8,251 $1,281,462.81 8,251 $1,488,780.00* Revision Valuation: $0.00 +######+############+########+###+ + # # + # # + # # # # + #+ # # + # + + ++ # # # # # # # ## FEE SUMMARY +######+##+++####++#+++#+##+ # # # + # # ## # + ## # ## ## # #! # # +# # # + # ### Building - - ---> $7,393.60 Restuarani Plan Review - -> $0. 00 'Fatal Calculated Fees - - - - -> $13,440.09 Plan Check --- > $4, 8 0 5.84 Recreation Fee - - -- - - -> $1,237.65 Additional Fees------ --- - -> $0.00 Investigation -> $0.00 TOTAL FEES---- -----> $13,440.09 Total Permit Fee--- - - - - -> $13,440.09 Will Call - - - - -> $3.00 Payments-------------- - --- -> $13,440.09 BALANCE DUE--- - - - - -> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 09/19/2007 cgunion Action: CR F: \cdev\ CHRIS \PERMIT.COMMENTS \B07 - 0266 \B07 10/08/2007 cgunion Action: AP 11/30/2007 cgunion Action: CR 12/10/2007 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 08/17/2007 bgibson Action: DN 11/19/2007 bgibson Action: AP building permit set now does not match DRB approved revised plans submitted plans do not match DRB approved I 12/07/2007 bgibson Action: AP corrected plans approved by planning Item: 05600 FIRE DEPARTMENT 10/08/2007 JJR Action: AP See conditions. Item: 05500 PUBLIC WORKS 10/10/2007 gc Action: AP See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL. BE MADE 7lVENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. SIGNATURE OF OAR OR CONTRACTOR FOR HIMSELF AND OWNER CONDITIONS OF APPROVAL Permit #: B07 -0266 as of 12 -11 -2007 Status: ISSUED Permit Type: NEW (SFR,P /S,DUP) PERMIT Applicant: ENGLISH ENTERPRISES, INC. Job Address: 809 POTATO PATCH DR VAIL Location: 809 POTATO PATCH DR Parcel No: 210106301018 CONDITIONS Cond: 33 Applied: 08/16/2007 Issued: 12/11/2007 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION 8310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0009444 LIVE LOAD FOR DRIVEWAY BRIDGE TO BE POSTED PER STRUCTURAL ENGINEER Cond: CON0009445 Fire sprinkler system required an shall comply with NFPA 13R(2002)and VFES standards. Cond: CON0009446 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. I APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN Project #: Building Permit #: IV WN OF OVAIUL�` 75 S. Frontage Rd. Vail, Colorado B1657 TOWN OF VAIL BUILDING PERMIT APPLICATIQN',� Separate Permits are required for electrical, plumbing, mechani. Ekl, etc.! CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No_: FUontact Person and Phon .._a— - - - - -• -- __.. rrl. ° „_ / /•> 2 a Ifk'S' ./� r 5 �G _r ° Email address: Fax #: Contractor Signa el 4NhMPI PTP vel I IATlnnlc FnR Ri iii mr. PFRMIT tLabor & Materials) BUILDING: $ GGo ELECTRICAL: $ Rg, 000 OTHER: $ Owners Name: Address: .� �,,41_� Phone: PLUMBING: $ MECHANICAL: $ Engineer: f % 1,'2 TOTAL: $ j' r,7g0 Detailed description of work: . � A- "-' C car S�f 0 , Ac/= =, a DnP ^—I fi f`— C --I- f "41%, A f1fiirn am f 07n-19R_.gAAn nr vie it iA/ww aaryta- r:nrintv_enm 210106 30/ 0/£� Job Name: f �o 31 Job Address Legal Description Lot: f Block: % Filing: Subdivision: Owners Name: Address: .� �,,41_� Phone: Arch itectlDesigner. �� 1���� Address: .y�o Phone: % go Engineer: f % 1,'2 Address: O , ys �7 L)"7' . Phone: 9y g _ Detailed description of work: . � A- "-' C car S�f 0 , Ac/= Work Class: New�K) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both ()f) Does an EHU exist at this location: Yes ( ) Na () Type of Bldg.: Single - family ( j Two - family ( ) Multi-family t ) Commercial ( ) Restaurant ( ) Other No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood /Pellet ( Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burning NOT ALL Does a Fire Alarm Exist: Yes( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) Not ) FOR OFFICE USE ONLY*** ReceEVeri... ; F: \cde.v \FOP',IS \Permits\ Building \building -permit_4- 17- 2007.DOC Page 1 of 7 04/17/2007 1 TOWN OF V, , COLORADO Statement Statement :umber: R070001546 Amount: $4,805.84 08/16/200709:02 AM Payment Method: Check Init: .7S Notation: 996 /ENGLISH ENTERPRISES, INC. ----------------------------------------------------------------------------- Permit No: 507 -0266 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 21.01- 063 - 0101 -8 Site Address: 809 POTATO PATCH DR VAIL Location: 809 POTATO PATCH DR Total Fees: $12,202.44 This Payment: $4,805.84 Total ALL Pmts: $4,805.84 Balance: $7,396.60 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 4,805.84 TOWN O6V&'* 75 S. Frontage Rd. Vail, Colorado AA ** *All Revis APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit #: _ 9711 -479 -2149 (Inspections) REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! % rittals must it will be arefo I I the Field Set of approved plans. No further inspections until the revisions are approved. * ** CONTRACTOR INFORMATION General Contra F VAI Town of Vail Reg. No.: Contact and Phone Xs: A NTION: JOE, JR, CHARLIE, GREG, CHRIS Contractor Signat e: r DI FTr- P1=X11Q1r)MC I=%/Al I IATlnM5,' r:np RI ill nwr; PPRMIT 11 ahnr 1 Materials) REVISED AMOUNT: $ i IFELECTRICAL: $ OTHER: $ PLUMBING. $ MECHANICAL -: $ REVISED TOTAL: $ Far Parcel # Cnntar_t Farrle Countv Assessors Office at 970 -328 -8640 or visit www.eacile- countv.com Parcel �? JO 106 301 r /F� Job Name: f � '/ Job Addres Legal Description Lot: / Block: % Filing: Subdivision: Owners Name � ! Address: �z U � � �,; Phone: 75-iC Arc 1t t1D si er: V..�2 Address: Phone: Engineer: Address:. REASON FOR REVISIONS: ? % /v Cdi� 'Y l �/rf C�Yri. Work Class: New (,4, 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 (A Multi - family ( ) Commercial ( ) Restaurant ( ) Other 1t =c_'mc No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning No/T e of Fireplaces Proposed: Gas ApEliances ( Gas Los ? Wood /Pellet Wood Burning NOT ALLOWED} Does a Fire Alarm Exist: Yes( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( } No ( } * **r *xx #* ** ** ****FOR OFF](-F= I1SF ONLYE *"" Date Received: Permit Fee 0 0): Plan Ck Fee (80):. Accepted By: Permit Fee (11): Plan Ck Fee (81): j Outsourced Terms; F: lcdevlFORMS1 PermitsiBuildingl building_revision_4- 18- 2007.doc Page 1 of 1 4/1812007 SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCES LOTS 31 & 32, BLOCK 1, VAIL POTATO PATCH 0809 & 0811 POTATO PATCH DRIVE TOWN OF VAIL EAGLE COUNTY, COLORADO PROJECT NO. 06193 MAY 24, 2007 PREPARED FOR: MR. MICHAEL ENGLISH ENGLISH & ASSOCIATES 12 VAIL ROAD, SUITE 700 VAIL, CO 81657 TABLE OF CONTENTS EXECUTIVESUMMARY ............................................................ 2 SCOPEOF STUDY .................................................................. 2 SITEDESCRIPTION ................................................................ 2 PROPOSED CONSTRUCTION ....................................................... FIELD INVESTIGATION ............................................................ 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION ............ I ........... 1-1 ..... . FOUNDATION RECOMMENDATIONS .............................. 4 SLAB CONSTRUCTION .............................. ............................... 4 RETAINING WALLS .. . .................................................. I .......... 5 UNDERDRAINSYSTEM ............................................................. 5 SITE GRADING AND DRAINAGE .................................................... 6 LAWN IRRIGATION ................................................................. 6 LIMITATION...................................................................... 7 FIGURES LOCATION SKETCH .................. ........................DRAWING NO. I SUBSURFACE EXPLORATION LOGS .......................... FIGURE NO'S 1 &2 PERIMETER DRAIN .......................................... FIGURE NO. 3 LKP Engineering, Inc. EXECUTIVE SUMMARY The proposed residences should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings of the entire foundation on the undisturbed, sandy gravel with large sandstone boulders. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for proposed residences to be constructed on Lots 31 & 32, Block 1, Vail Potato Patch, Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soi I and to provide recommendations for the foundation design, grading, and drainage. Geologic hazard studies are outside of our scope of services. SITE DESCRIPTION Lot 31 is a 0.48 -acres site and Lot 32 is a 0.73 -acres site, located on the west side of Potato Patch Drive, in the Town of Vail, Eagle County, Colorado. Lots 31 & 32 had steep topography. Vegetation on the lots consisted of sage brush, wild grass and some aspens. Drainage is to the south and southwest. Lot 31 is vacant and Lot 32 has an existing residence. LKP Engineering, Inc. 3 PROPOSED CONSTRUCTION We have assumed that the proposed residences will consist of a two - story, wood frame construction, with a walkout basement, on a concrete foundation. We understand that the current residence located on Lot 32 will be razed. Loads are anticipated to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on May 17, 2007, consisted of excavating, logging and sampling two test pits. The test pits' locations are shown on Drawing No. 1. Excavation of the test pits was done with a Cat 315C, trackhoe. We show the soil profiles of the test pits on the Subsurface Exploration Logs, Figure No's one and two. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the test pits were fairly uniform. Test Pit No. I had four feet of topsoil over three feet of reddish brown, sandy gravel with large sandstone boulders. Test Pit No. 2 had five feet of topsoil over two feet of reddish brown, sandy gravel with large sandstone boulders. Refusal was encountered at 7 feet in both test pits. Ground water was not encountered in either test pit. LKP Engineering, Inc. IH FOUNDATION RECOMMENDATIONS The proposed residences should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2000 psf. The footings, for the entire foundation, should be placed on the undisturbed, sandy gravel with large sandstone boulders, below all of the topsoil. We recommend a minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. A minimum of 48 inches of backfill cover is recommended for frost protection of the footing subsoils. The undersigned engineer should observe the foundation excavation to verify that the soil conditions are uniform throughout the foundation excavation. The foundation excavation should be free from excavation spoils, frost, organics and standing water. The on -site soil free from topsoil, organics, and rock fragments smaller than six inches, is suitable backfill material. imported fill material, approved by the undersigned engineer, might be necessary for the foundation backfill. Voids left in the excavation, due to rock removal, should be filled with lean concrete. Footings should be constructed on a level surface. SLAB CONSTRUCTION The natural on -site soils, exclusive of topsoil, organics, are suitable to support lightly loaded slab -on -grade construction. The subgrade for the slab -on -grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on -site soil, free from topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D -698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4 -inch layer of clean gravel consisting of -3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the LKP Engineering, Inc. 5 No. 200 sieve. They should reinforce the concrete slab -on -grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS They should design foundation walls retaining earth and retaining structures that are laterally supported to resist an equivalent fluid density of 60 pcf for an "at- rest" condition. Laterally unrestrained structures retaining the on -site earth should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backflll conditions and a horizontal backflll surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backflll and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, installation of a foundation perimeter drain (see Figure No. 3) is recommended. The foundation perimeter drain should consist of a 4 -inch diameter perforated pipe sloped to a suitable gravity outlet, or to a sump pump location. The drain should slope at 1/4 inch per foot if flexible or at 1/8 of an inch if rigid pipe is used. The bottom of the trench adjacent to the footing should be lined with a polyethylene moisture barrier glued to the foundation wall. The drain pipe should be placed over the moisture barrier and covered with a minimum of 6 inches of -3/4 inch free- draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free - draining gravel to prevent siltation and clogging of the drain. The backflll above the drain should be granular LKP Engineering, Inc. material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material should consist of a relatively impervious fill. The backfill should slope away from the building. SITE GRADING AND DRAINAGE A site plan was not available for review at this time. The following recommendations are general in nature. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site or permanent cuts, should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaction should be used. Do not puddle the foundation excavation. LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. LKP Engineering, Inc. Z LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.I and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of the Mr. Michael English, English & Associates, for the specific application to the proposed residences on Lots 31 & 32, Block 1, Vail Potato Patch, Town of Vail, Eagle County, Colorado. Sincerely, LKP ENGINEERING, INC. Luiza Petrovska, PE President 3:1wP 12- LKP12006106143snd- grv.RPT.wpd LKP Engineering, Inc. TRACT A TEST PIT #2 �0) LOT 6 LOT 32 0.73 -ACRES 081 TRACT A NOTE.' TEST PITS LOCATED BY PACING. CNN /GEOTECEDUCAL LKF Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 tsi (970) 926 -9088 tax (970) 926 -9089 LOT 31 0.4 8 -A CRES 14=77�00 TEST PIT # 1 LOCATION SKETCH LOTS 31 & .3z BLOCK 1. VAIL POTATO PATCH am & Bl1 POTATO PATCH DRIVE TONN OF VAIL EAGLE COUNTY, COLORADO LOT 30 06193 ti 1" = 40' 1 DATE OBSERVED: May 17, 2007 Test Pit # 1 ELEVATION: S S DEPTH Y M A M DESCRIPTION OF MATERIAL LABORATORY REMARKS FEET B p AND SAMPLE LOCA TION TEST RESULTS 0 L L E Topsoil 5 Reddish brown, sandy gravel with large boulders Refusal 7 feet No Ground Water -- Encoun tered 10 15 20 LEGEND: 0 — 2 —inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (%) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit PI — Plasticity Index GW --- Ground water PR(AECT IWU: 06193 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG nctmE Afa-. 1 DATE OBSERVED: May 17, 2007 Test Pit # 2 ELEVATION: S S DEPTH Y A4 A M DESCRIppoN OF MATERIAL LABORATORY REMARKS FEET B P AND SAMPLE LOCA77ON TEST RESULTS 0 'L L E Topsoil — 5 - Reddish brown, sandy gravel with large boulders Refusal ® 7 feet No Ground Water Encoun tered — 10 15 20 LEGEND: 0 — 2 —inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (%) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit P/ — Plasticity Index GW — Ground water r Nn 06193 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG Flow N7- 2 D - SLOPE AWA Y FROM BUILDING ' COVER BACKFILL WITH ONE ' . FOOT OF RELA 77 VEL Y IMPERVIOUS SOIL e. • P PLASTIC LINER, GLUED TO THE FOUNDATION WALL, CWM /0E0TECMCkL LKP Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 td (970) 926 -9088 fax (970) 926 -9089 RL TER FABRIC (MIRAFI 1401V OR EOUIVALENT' COARSE GRA VEL, 314 INCH DIAM. WITH LESS THAN 5% FINES 4 —INCH DIAMETER PERFORA 7FD PIPE SLOPED TO A SUITABLE OUTLET AT 1%4" PER FOOT FOR FLEXIBLE AND AT 1/8' PER FOOT FOR RIGID PIPE PERIMETER DRAIN L075 31 R 32. BLOCK 1. I✓A11 POTATO PATM PMECT Na: 06193 809 d4. 811 POTATO PATCH MW SrAM N. Ts. TOW OF VAIL EAGLE COUNTY, COLORADO FMAW Na: 3 CNJ( REScheck Software Version 4.0.1 Compliance Certificate Project Title: Potato Patch Lot 31 Report Date: 09/27/07 Data filename: P:1EnglishlGeneral\ENGLISv1.RCK Energy Code: 2003 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 20% Heating Degree Days: 9248 Construction Site: 809 Potato Patch Drive Vail, CO 81657 Owner /Agent: Michael Current KH Webb 710 West Lionshead Cir Vail, CO 81657 970.477.2990 michael @khwebb.com Designer/Contractor: Michael English English Enterprises LLC Vail, CO 479 -7500 michael @englishdeveloper.com plist e: Passes Maximum UA: 1502 Your Home UA: 1403 — 6.6% Better Than Code (UA) Ceiling 1: Cathedral Ceiling (no attic): 4171 38.0 28.0 63 Wall 1: Wood Frame, 16" o.c.: 6280 21.0 0.0 285 Window 1: Wood Frame:Double Pane with Low -E: 762 0.350 267 Door 1: Glass: 525 0.350 184 Basement Wall 1: Solid Concrete or Masonry: 1852 11.0 10.0 67 Wall height: 12.0' Depth below grade: 10.0' Insulation depth: 12,0' Floor 1: All -Wood Joist/TruSs:Over Unconditioned Space: 1387 38.0 0.0 36 Floor 2: Slab -On- Grade: Heated: 708 14,0 466 Insulation depth: 6.0' Floor 3: All -Wood Joist/Tru ss: Over Unconditioned Space: 1358 38.0 0.0 35 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version and to with the mandatory requirements listed in the REScheck Inspection Checklist. 4.0.11 rcomply ' �V1 00 Name Title - Signature Date Potato Patch Lot 31 Page 1 of 4 ON( REScheck Software Version 4.0.1 Inspection Checklist Date: 09/27/07 Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R -38.0 cavity + R -28.0 continuous insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16 "° o.c., R -21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 12.0' ht / 10.0' bg 112.0' insul, R -11.0 cavity + R -10.0 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather - resistant protective covering that covers the exposed (above- grade) insulation and extends at least 6 in, below grade. Windows: ❑ Window 1: Wood Frame:Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Glass, U- factor: 0.350 Comments: Floors: ❑ Floor 1: All -Wood JoistfTruss:Over Unconditioned Space, R -38.0 cavity insulation Comments: ❑ Floor 2: Slab -On- Grade: Heated, 6.0' insulation depth, R -14.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Exterior insulation has a rigid, opaque, weather- resistant protective covering that covers the exposed (above- grade) insulation and extends at least 6 in. below grade. ❑ Floor 3: All -Wood Joist/Truss:Over Unconditioned Space, R -38.0 cavity insulation Comments: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R -19. Vapor Retarder, ❑ Installed on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Materials Identification: Potato Patch Lot 31 Page 2 of 4 ❑ Materials and equipment are installed in accordance with the manufacturers installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. ® Insulation is installed according to manufacturers instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: LI Supply ducts in unconditioned attics or outside the building are insulated to R -11. LI Return ducts in unconditioned attics or outside the building are insulated to R -6. ❑ Supply ducts in unconditioned spaces are insulated to R -11. Li Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return ducts in basements. ci Where exterior walls are used as plenums, the wall is insulated to R -11. Duct Construction: Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. Lj All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic -plus- embedded - fabric, or tapes. Tapes and mastics are rated UL 181A or UL 161 B. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ® The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating andlor cooling input to each zone or floor is provided. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. L3 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Lj All heated swimming pools have an onloff heater switch and a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Potato Patch Lot 31 Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Rangeff) Insulation Thickness In Inches by Pipe Sizes Heating Systems Non - Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature ( °F) 1.5 2.0 Low Temperature 106 -200 170 -160 0.5 1.0 1.5 2.0 140 -169 0.5 0.5 1.0 1.5 100 -139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Rangeff) Insulation Thickness in Incites by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low PressurelTemperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 106 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 4055 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Potato Patch Lot 31 Page 4 of 4 Ic h w e b b l/7 ! ( P f ! S U f TRANSMITTAL To: Chris Gunion from: Michael Current CC: Date: 09.27.07 Re: Potato Patch House 31 (809) ENCLOSED: (4) Sets of Revised Permit Drawings. NOTES: Chris — Here are four complete sets of revised drawings for the house on Lot 31 at 809 Potato Patch. Responses to your comments: 1, Amend party wall detail to show fire resistive walls at the party wall to extend to the underside of the roof sheeting. IRC 8317 - - -- Done, see revised party wall detail I, sheet A310. 2. Revise floor plan sheets to show a party wall at all proposed property line locations between units. Clearly show property line location on all floor plan sheets. - -- -Done, shown on all floor plan sheets with "Match Line I Party Wall Separation" note and center line demarcation. 3. Exterior walls of R -3 occupancies are required to be one hour fire resistive construction where located less than 3' from property line. Revise plans. Provide a UL or gypsum association listing for the I hour wall assembly (R302). .... Done, see General Plan Note #1 on all plans and Detail 6, sheet A501. 4. Openings are not permitted in exterior walls of R -31U -1 occupancies are not permitted less than 3' from property line. Revise sheet AIOI, windows W9, plans (11302). Done, removed window in the Guest Bedroom Two A #106. 5. Include WT and W8 on the window schedule as referenced from sheet A105. Amend plans to provide at least one operable window or door approved for emergency escape from bedroom 211. Done, all windows now on the exterior door and window schedule sheet A601, Window W2 on Guest Bed 2B is Egressab'fe. 6, Provide guard details. Guards are required at unenclosed floor openings, landings, balconies or porches which are more than 30" above grade or floor below. Specify minimum 36" height and openings that a 4" sphere cannot pass through. (R312). - -- -Done, see notes on floor plans and detail 4, sheet ASK 7. Provide (2) copies of ResCheck compliance certificate and inspection cheddist. Coordinate all insulation R values shown on the ResCheck report with the building plans and sections.- - --Done, see attached ResCheck Please let me know if you have any questions. Thanks, Michael Current 710 WEST LIOxSHEATI GRCLE, SUITE A PAIL COLORADO 61657 970.477.2910 970.411.2965 (F) www.khwebb.com KRMCONE3ULTANTS, INC. (970) 949 -9391 P.D. Box 4572 FAX 949 -1577 Vail, Colorado 81 658 RECORD TO: Chris Gunion DATE: 9/26/2007 JOB NUMBER: 0706 -18 PROJECT: Lot 31 Potato Patch Dr. ❑ RFI ❑ MEETING NOTES RESPONSE ❑ CLARIFICATION /CHANGE The following are in response to the structural comments submitted by Chris Gunion, for lot 31 Potato Patch Dr, permit #607 -0266: 8, 9) The structure for the elevated driveway does not encroach into the Town of Vail right of way. The portion of the driveway located within the right of way is constructed of pavers set on grade. A concrete retaining wall separates the elevated portion of the driveway from the pavers, and is indicated on revised structural drawings as well as the site plan. {The footing for the retaining wall does extend into the right of way, but has been approved by Tom Kassmel). See sheet S2 -13 for retaining wall information. See site plan for all property lines, setbacks, and rights of way. 10) See revised S2 -13. 11) Per discussion with Tom Kassmel, the elevated bridge has been designed to support vehicles with a 24,000 lb, axle (similar to H -15 loads). The associated vehicle weight limitation for the elevated driveway structure has been noted on sheet S5 -B. We are also recommending that this weight limitaion be posted on site. 12) See detail 8/S10, 13) See revised S2 -A,B Please contact our office with any questions or concerns. SIGNED: Michael F'. 5trumph REVIEWED: Loren R. Hill, PE ���j iO "•�c-3 32130 r: c COPY TO: Michael Current SEP 2 6 2007 Michael English BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 BXUV.U305 Fire Resistance Ratings - ANSI /UL 263 Fire Resistance Ratings - ANSI /UL 263 See General Information for_Flre Reslstatice_HaVDnS - ANSI/ 0 Design No. 0305 fly 30, 2007 Bearing Wall Rating — i HR. Finish Rating — See Items 3, 3A, 3D, 3E and 3F. STC Rating - 56 (See Item 9) Load Restricted for Canadian Applications — See Guide BXUV7 Page 1 of 6 1. Wood Studs — Nom 2 by 4 in, spaced 16 in, OC max, effectively firestopped. 2. Joints and Nall -Heads — Exposed or covered with fiber tape and Joint compound, except where required for specific edge configuration. For tapered, rounded -edge gypsum board, joints covered with joint compound or fiber tape and Joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Nallheads exposed or covered with joint compound. 3. Gypsum Board* — 5/8 In. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically, Gypsum panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 In. long, 0.0915 In shank dlam and 15/64 In. diem heads. When used In widths other than 48 In., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6 or 6A, Steel Framing Members *. When Item 6, Steel Framing Members *, Is used, gypsum panels attached to furring channels with i In. long Type S bugle- head steel screws spaced 12 In. OC. When Item 6A, Steel Framing Members *, Is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 In. long Type S bugle -head steel screws spaced 12 In. OC. Face layer attached to furring channels with 1 -5/8 In, long Type 5 bugle -head steel screws spaced 12 In. OC. All Joints In face layers staggered with joints In base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 In, thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self - drilling, self - tapping Type S or 5 -12 steel screws spaced 8 In. OC, vertical Joints located midway between studs. AMERICAN GYPSUM CO — Types AGX -1 (finish rating 23 min.), Type AGX-11 (finish rating 26 min) or Type AG -C littp ; / /database.ul.com/egi- bin/XYV/ template /LISEXT /I FRAME /showpage.htm17name =B... 10/2/2007 BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 6 BE]UING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX -1 (finish rating 24 min). BPS AMERICA INC — Type 1, Type SF3 (finish rating 20 min) or FRPC, ProROc Type C or Pr4Roc Type X (finish rating 26 min), Type EGRG (finish rating 23 min) BPS CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse - Resistant (finish rating 26 min) CANADIAN GYPSUM COMPANY — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type [P -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -Xi (finish rating 24 min), Type IP- X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (flnlsh rating 24 min) . G -P GYPSUM CORP, SUB OF GEORGIA - PACIFIC CORP — Type S (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), DA. LAFARGE NORTH AMERICA INC — Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC -C (flnlsh rating 20 min), Type LGFC6A (flnish rating 34 min), Type LGFC2A, Type LGFC- C/A. NATIONAL GYPSUM CO — Type FSK (finish rating 20 min), Type FSK -G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW -2 (finish rating 24 min), Type FSW -3 (flnlsh rating 20 min), Type FSW -5 (finish rating 22 min), Type FSW - G (finish rating 20 min), Type FSK -C (finish rating 20 min), Type FSW -C (finish rating 20 min), Type FSMR -C. PASCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- Types C, PG -2 (finish rating 20 min), PG -3 (finish rating 20 rein), Types PG -3W, PG -5W (finish rating 20 min), Type PG -4 (Nish rating 20 min), Type PG -6 (finish rating 23 min), Types PG -3W$, PG -SWS (finish rating 20 min), Types P13-5, PG -9 (flnlsh rating 26 min) or Type PG -C. PANEL REY S A — Type ! RX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1 (finish rating 26 min) TEMPLE - INLAND FOREST PRODUCTS CORP — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X. UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (flnlsh rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (flnlsh rating 24 min), Type SHX (finish rating 24 min), Type FRX -G (finish rating 29 min), Type [P -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). USG MEXICO S A DE C V -- Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type [P -X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). 3A. Gypsum Board* — (As an alternate to Item 3) — 5/8 In, thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with i -I/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw I, in. from edge of board. When used In widths of other than 48 In., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Types AGX -1 (finish rating 25 min.), Type AG -C (finish rating 25 min.). http;Il database. ul. comlcgi- binIXYVltemplate /LISEXT /1 FRAME/showpage.html ?name =B... 10/2/2007 BXUV,U305 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 6 CANADIAN GYPSUM COMPANY — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min) , Type IP -AR (finish rating 24 min), Type ]PC-AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP- X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -XS (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX -G (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). USG MEXICO S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX, Type IP -AR (finish rating 24 min), Type ]PC-AR (finish rating 24 min). 3B. Gypsum Board* — (As an alternate to Item 3) — Nom 3/4 In. thick, installed with 1 -7 18 in. long cement coated nails as described in Item 3 or 1 -3/8 In. long Type W coarse thread gypsum panel steel screws as described In Item 3A, CANADIAN GYPSUM COMPANY — Types AR, 1P -AR. UNITED STATES GYPSUM CO — Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. 3C. Gypsum Board* — (As an alternate to Items 3, 3A and 3B) - 5/8 In. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1 -7/8 In, long cement coated nails as described In item 3 or 1 -1/4 In. long Type W coarse thread gypsum panel steel screws as described In Item 3A, Joint covering (Item 2) not required. CANADIAN GYPSUM COMPANY — Type SHX, UNITED STATES GYPSUM CO — Type SHX. USG MEXICO S A DE C V — Type SHX. 3D. Wall and Partition Facings and Accessories* — (As an alternate to Items 3, 3A, 38 and 3C, not shown) - Nominal 518 In. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 In. long Type S screws spaced 12 In. OC at perimeter of panels and 8 In. OC In the field, Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of jolnt compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described In Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. QUIET SOLUTION INC — Type QuletRock QR -530 (finish rating 23 min). 3E. Gypsum Beard* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For Direct Application to Studs Only - Nom 518 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 In, OC at perimeter and In the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1 -1/2 In. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two i in. long Type S -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used In lieu of or In addition to the lead batten strips or optional at other locations. Max 3/4 In, diam by max 0.125 In. thick lead discs compression fitted or adhered over steel screw heads or max 112 in. by 1 -1/4 In. by max 0.125 In. thick lead tabs placed on gypsum boards underneath screw locations prior to the Installation of the screws. Lead batten strips to have a purity of 99.90% meeting the Federal specification QQ- L -201f, Grade "C ". RAY -BAR ENGINEERING CORP — Type RB -LBG (finish rating 24 min). 3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 30, and 3E) — 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in, long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last 2 screws 1 and 4 In. from edge of board or nailed 7 In. OC with 6d cement coated nails 1 -7/8 In. long, 0.0915 In, shank clam and 15/64 In. diam heads. When used In widths of other than 48 In,, gypsum boards are to be Installed horizontally, Joints and nail heads treated as described In Item 2. http: / /database.ul. corn lcgi- bin1XY VItemplatelLISEXT11 FRAME/showpage.html ?name =B... 10/212407 BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 6 TEMPLE- INLAND FOREST PRODUCTS CORP — GreenGlas Type X (finish rating 23 min). 4. Steel Corner Fasteners — (Optional) -- For use at wall corners, Channel shaped, 2 In, long by i In. high on the back side with two 1/8 in. wide cleats protruding Into the 518 In, wide channel, Fabricated from 24 gauge galy steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 In, from corner of gypsum board, max spacing 16 In. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Comers of wall board shall be nalled to top and bottom plate using No, 6d cement coated nails. 5. Batts and Blankets* — (Optional - Required when ]tern 6A Is used ) Glass fiber or mineral wool Insulation. Placed to completely or partially fill the stud cavities, When Item 6A Is used, glass Ober or mineral wool Insulation shall be placed to completely rill the stud cavities and shall be secured to the studs 24 In. OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF OWENS CORNING — Corning Fiberglas Corp. ROCK WOOL MANUFACTURING CO — Delta Board. ROXULINC THERMAFIBER INC — Type SAFE, 5A. Fiber, Sprayed* — (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is applied with water to completely All the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 3.0 Ib /ft3. Alternate application methodr The fiber Is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely 011 the enclosed cavity In accordance with the application Instructions supplied with the product. Nominal dry density of 2.5 Ib /ft3. U 5 GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) SB. Fiber, Sprayed* — (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose Insulation material. The flber Is applied with water to Interior surfaces in accordance with the application Instructions supplied with the product. Applied to completely Flil the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 5C. Batts and Blankets* — Required for use with resilient channels, Item 7, 3 in. thick mineral wool batts, placed to fill Interior of wall, attached to the 4 In. face of the studs with staples placed 24 In. OC. THERMAFIBER INC -- Type SAFE 5D. Glass Fiber Insulation — (As an alternate to Item 5C) — 3 in. thick glass Ober batts bearing the UL Classification Markdng as to Surface Burning and /or Fire Resistance, placed to 011 the Interior of the wall, attached to the 4 In. face of the studs with staples placed 24 In. OC. See Batts and Blankets (BKNV or BZ3Z) Categories for names of Classified companies. 5E. Batts and Blankets* — (Required for use with Wail and Partition Facings and Accessories, Item 3D) — Glass Ober Insulation, nom 3 -1/2 In, thick, min. density of 0.80 pd, with a flame spread of 25 or less and a smoke developed of 50 or less, frictlon -ratted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 6. Steel Framing Members (optional, Not Shown)* — Furring channels and Steel Framing Members as described below; a. Furring Channels — Formed of No, 25 MSG gals steel, 2 -3/8 in. wide by 718 In. deep, spaced http ; / /database,ul.com/cgi- bin/XY V/ template /LlSEXT /I FRAME /showpage.htrnl ?name =B... 10/2/2007 BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 24 In. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels are overlapped 6 In. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In, and secured together with two self - tapping #6 framing screws, min, 7/161n. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described In item 3. b. Steel Framing Members* — Used to attach furring channels (Item 6a) to studs. Clips spaced 48 In. OC. RSIC -L clips secured to studs with No. B x 2 -1/2 In. coarse drywall screw through the center grommet. RSIC -W clips secured to studs with No. 8 x 1 -1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted Into clips. PAC INTERNATIONAL INC — Types RSIC -1, RSIC -V. Page 5 of 6 6A. steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members on one side of studs as described below; a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 In. OC perpendicular to studs. Channels secured to studs as described In item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described In Item 5. Two layers of gypsum board attached to furring channels as described In Item 3. b. Steel Framing Members* — used to attach furring channels (Rem 6Aa) to one side of studs only. Clips spaced 49 In. OC., and secured to studs with two No. 8 x 2 -1/2 In. coarse drywall screws, one through the hole at each end of the clip, Furring channels are friction fitted into clips, KINETICS NOISE CONTROL INC -- Type Isomax. 7. Furring Channel — Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG gaiv steel, spaced vertically 24 In. DC, flange portion screw attached to one side of studs with t -1/4 In, long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D Is required. 8. Caulking and sealants — (not shown, optional) A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating — The STC Rating of the wall assembly Is S6 when It Is constructed as described by Items 1 through 6, except: A. Item 2, above - Nallheads Shall be covered with joint compound. 8. Item 2, above - Joints As described, shall be covered with fiber tape and joint compound. C. Item S, above - Batts and Blankets* The cavities formed by the studs shall be friction fit with R -19 unfaced fiberglass Insulation baits measuring 6 -1/4 In. thick and 15 -1/4 In. wide, D. Item 6, above - Steel Framing Members* Type RSIC -I clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above - Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items SA and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10, Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 In, thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached In accordance with manufacturers recommendations. When the QR -510 panel Is Installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) Is /are to be Installed as Indicated as to fastener type and spacing, except that the required fastener length shall be Increased by a minimum of 1/2 In. Not evaluated or Intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET SOLUTION INC — Type QUletRock QR -510. 11, Camentitlous Becker Units* — (Optional Item Not Shown - For Use On Face Of L Hr Systems With All Standard Items Required) - 1/2 In., 5/8 In., 3/4 in. or 1 In. thick, min, 32 In. wide.- Applied vertically or horizontally with vertical Joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 In. for steel framing members, and a minimum of 314 In. for wood framing members spaced a max of B In. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing, http:ll database. ul.comlcgi- binIXYV /templatelLISEXTI l FRAME /showpage.html ?name =B... 10/212007 + BXUV.U305 - Fire Resistance Ratings - ANSUUL 263 Page 6 of 6 NATIONAL GYPSUM CO — Type PermaBase *Bearing the UL Classification Mark Lo Upddted on 2007 -07 -30 Questions? Notice of Discialmer Page -Top CgMmght_C_2007 Und£'LlWAArs Laboratories Inc,( The appearance of a company's name or product In this database does not In itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the fallowing conditions: 1. The Guide Information, Designs and /or Listings (Flies) must be presented In their entirety and In a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. Tn addition, the reprinted material musk Include a copyright notice In the following format: 'Vopyrlght 4D 2007 Underwriters Laboratories IncA" An Indapendant organization working for a safer %eorld %Yilh integrity, precision and knowlodga. SMAL�i�i+� ' http:lldatabase.ul. tarn legi- bin/XYVltemplatelLiSEXT11 FRAME /showpage.html ?name =B... 1012!2007 94 GA -600 -2006 FIRE RESISTANCE DESIGN MANUAL EXTERIOR WALLS GA FILE NO. WP 8130 1 1 PROPRIETARY' GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE, WOOD STUDS EXTERIOR SIDE: One layer 6/8' proprietary type X glass mat gypsum substrate (sheathing) applied parallel or at right angles to 2 x 4 wood studs 16" o.c. with galvanized roofing nails, 13/4" long, 0.128" shank, 714' head, 7" o.c. Exterior surface covered with weather exposed cladding or Rnish system, INTERIOR SIDE: One layer sla" proprietary type X glass mat gypsum substrate, glass mat water - resistant gypsum backing board, gypsum wallboard, water - resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with Bd coated nails, 17 /e" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered on opposite sides. (LOAD - BEARING) PROPRIETARY GYPSUM PANEL PRODUCTS American Gypsum Company 66" FlreBlocO Type X G -P Gypsum 6 /e" DensGlass GoldO Fireguard® Lafarge North America Inc. 518" Firecheck® Type X Temple - Inland Forest Products Corporation 61s" Type X GA FILE NO. WP 8131 1 J PROPRIETARY" GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION, WOOD STRUCTURAL. PANELS, CEMENTITIOUS BACKER UNITS EXTERIOR SIDE: Base layer 7513i' wood structural panels applied parallel to 2 x 4 wood studs 16" o.c. with 10d galvanized nails 6" o_c. at edges and at top and bottom plates and 12" o.c. at intermediate studs. Weather resistive barrier applied ovor panels. Face layer r /2" proprietary rrementitious backer units applied parallel or at right angles to studs with 16/e" long corrosion resistant screws 8" o.c. INTERIOR SIDE: One layer a /e" proprietary type X gypsum wallboard applied parallel or at right angles to studs with either 6d cement coated nails, 171a" long 7" o.c. or 17 /a' long Type S or Type W drywall screws 8" o.c. 3" mineral fiber insulation, 3.0 pcf, friction fit in stud space. (LOAD- BEARING) PROPRIETARY GYPSUM BOARD United States Gypsum Company - ale" SHEETROCK® Brand FIRECODEO Core Gypsum Panels GA FILE NO. WP 8132 1 1 PROPRIETARY` GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE, WOOF} STUDS EXTERIOR SIDE; One layer 618" proprietary type X glass mat gypsum substrate (sheathing) applied parallel or at right angles to 2 x 4 wood studs 16" o.c. with galvanized roofing nails, 13MI long, 0.128" shank, The" head, 7" o.c. Exterior surface covered with weather exposed cladding or finish system. INTERIOR SIDE: One layer 618" proprietary type X glass mat gypsum substrate, glass mat water - resistant gypsum backing board, gypsum wallboard, water- resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated nails, 1716" long, 0,0915" shank, 114" heads, 7" o.c. Joints staggered on opposite sides. (LOAD - BEARING} PROPRIETARY GYPSUM PANEL PRODUCT G -P Gypsum ON' Dens Armor@) Plus Fireguard® Interior Guard for more 1 HOUR FIRE I� Thickness: 43W Approx. Weight: 7112 psf Fire Test; WHI -498- 0702, 8 -7 -85; WHI -495 -0703, 8 -8 -85; UL R2717, 89NK3419, 8- 29 -89, UL Designs U337 & U305 1 HOUR FIRE IaaVawaaa�aa� ILYA /� v' G r' Thickness: 6112" Approx. Weight: 14 psf Fire Test: UL R1319, 97NK14997, 4- 25 -97, UL Design U303 1 HOUR FIRE L:� Thickness: 4314" Approx. Weight: 7112 psf Fire Test: WHI- 495 -0702, 8 -7 -85; WHI - 495 -0703, 8 -8 -85; UL R2717, 89N K3419, 8- 29-89, UL Designs U337 & U305 on ;I BEST COPY AVALW English Enterprises, Inc. 12 VAIL ROAD VAIL, COLORADO 81657 Tel (970) 479 -7500, Fax (970) 479 -7501 TO: Town of Vail Building Department WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ❑Attached ® Prints ❑ Change order LETTERUF TRANSMITTAL 200607 RE: Potato Patch lot 31 U LC7_ k�� 1 E� !_l W/ �fflovz(p NOV 3) 2007 ❑Under separate cover via the fo14e I N O F VA I L ❑ Plans ❑ Samples ❑ Specifications ❑ Bid Plans COPIES DATE NO. DESCRIPTION 2 11/30/07 RP Architectural and Structural drawings for 809 Potato Patch Drive that match up DRB re uirements THESE ARE TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit ® For your use ❑ Approved as Noted ❑ Submit ® As requested ❑ Returned for corrections ❑ Return ® For review and comment ❑ For Pricing Remarks: COPY TO: copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIG If enclosures are not as noted, kindly notes