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HomeMy WebLinkAboutB09-0210Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 TOM CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10 -1 -2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Arosa Duplex NDUP (B) side Address of project: 2657 Arosa Drive Vail,Co. 81657 Owner name and address: Town of Vail 75 S.Frontage Road Vail IBC Edition: 2003 IBC Occupancy Group(s): R3 Type(s) of Construction: Permit Number(s): B09 -0210 Occupant Load: Martin Haeber , Chief Building Official VB Sprinkler System Y/N Type: N �? / ?- y /() Date Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 TOWN CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10 -1 -2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Arosa Duplex NDUP (A) side Address of project: 2657 Arosa Drive Vail,Co. 81657 Owner name and address: Town of Vail 75 S.Frontage Road Vail IBC Edition: 2003 IBC Permit Number(s): Occupancy Group(s): R3 Type(s) of Construction: VB B09 -0210 Occupant Load: Martin Haeberle, Chief Building Official Sprinkler System Y/N Type: N 6 12 L1 ,1 11 0 Date NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN OF VAII. )� Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P /S,DUP) PERMIT Permit #: B09 -0210 Project #: PRJ09 -0249 Job Address: 2657 AROSA DR VAIL Location......: Parcel No....: 210314204025 OWNER TOWN OF VAIL 08/26/2009 75 S FRONTAGE RD VAIL CO 81657 APPLICANT J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, #202 Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 1000 S Frontage Road W, #202 Vail CO 81657 License: 188 -A Description: NEW TWO- FAMILY DWELLING Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB Status .. : ISSUED Applied ..: 08/26/2009 Issued...: 09/14/2009 Expires ...: 03/13/2010 Town of Vail Adjusted Valuation: $441,986.00 Total Sq Ft Added: 3966 . ............. »..... ,.....x ,x.....,, ................. ,,....,........... FEE SUMMARY .....,......,.............. x............. . >.....,,...................... Building Permit Fee ------ > $2,908.95 Will Call --------------------------- > $4.00 Total Calculated Fees ------------- > $17,409.49 Plan Check--------------- - - - - -> $1,890.82 Use Tax Fee --------------------- > $8,639.72 Additional Fees------------------ - - - - -> 17,409.49) Add'I Plan Check Hours -> $0.00 Restuarant Plan Review --- > $0.00 TOTAL PERMIT FEES--------- - - - - -> $0.00 Investigation------------ - - - - -> $0.00 Recreation Fee ---------------- > $3,966.00 Payments ------------------------------- > $0.00 Total Calculated Fees ------ > $17,409.49 BALANCE DUE ------------------------ > $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FO SPECT ALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 P d Signature of O or Contractor Date C sit l� `If3u?N Print Name 08/26/2009 Phone: 970-476-3082 08/26/2009 Phone: 970-476-3082 Factor Sq Feet Valuation 3,966 $441,986.00' n ew_co n str u ct i o n_pe rm it_041908 APPROVALS Permit #: B09 -0210 as of 09 -14 -2009 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 08/28/2009 Martin Action: CR F: \CDev\ CHRIS \PERM IT. COMM ENTS \609- 0210 \6090210 plan comments1.DOC 09/11/2009 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 09/14/2009 warren Action: AP All portions of this plan are approved with the exception of those elements being presented to the DRB on September 16, 2009. Those elements which are not approved are the conversion of the windows from casement to single hung and the proposed debris flow mitigation solution. Item: 05600 FIRE DEPARTMENT 08/28/2009 mcgee Action: CR Monitored fire alarm required due to lack of exterior perimeter access. Landscaping berm within fire department staging shall not obstruct operations. Re- submit showing fire department staging. 09/01/2009 McGee Action: AP Revised Civil plans approved by Fire Dept. Requirement to show plan note that fire alarm system will be provided still stands due to distance and impeaded pedistrian access around the structure. Show 25 x 30 ft fire staging area in driveway 09/10/2009 McGee Action: CR Corrections required: G Permit Set 1. C 2.2 Provide confirmation 30" HDPE will support loads imposed by fire apparatus in staging area (min. 350 psf). 2. C 3.0 Gas meter location must be approved by Xcel Energy. See Sheet A 2.3 It appears the gas meter is subject to snow shedding. 3. L 1.1 Landscaping shall not obstruct ready access to gas meter. 4. Sheet S 0.01 indicates governing code is 2006 IBC. The 2006 edition of the IBC is not adopted in the Town of Vail. new st ru ct i o n_pe rm it_041908 5. Plans do not indicate fire alarm system as required. 09/14/2009 McGee Action: AP Drainage Culvert is approved as submitted 9 14 09 from Peak. Item: 05500 PUBLIC WORKS 09/03/2009 tk Action: CR 1. The Town will require the following easements, to be granted in a form acceptable to the Town prior to TCO: - Drainage and Snow Storage Easement from 10' off centerline of ditch and pipe to the south and north to the property line. A specific exclusion for maintenance of all walls and an exclusion of the ability of the Town to store snow on the paved driveway should be included. - Roadway easement for existing road encroachment onto lot, including an area 2' off the edge of asphalt for the length of the encroachment. 2. Show sight distance triangle for driveway intersection, no vegetation shall be permitted within the triangle that interferes with the sight profile. 3. Show turning movement for vehicles to get in and out of garages. 4. Provide an updated HP Geotech report that corresponds with the PLC assumptions and evaluates the current design of the Debris flow mitigation. The HP study suggests a debris flow of 1200 CFS and the most recent PLC study suggests 250 CFS. 5. The Mud Room elevation is called out on the plan at 13' not 13'6" 6. Provide updated wetland report. 09/11/2009 tk Action: AP 1. The Town will require the easements as shown and noted to be granted in a form acceptable to the Town prior to TCO. 2. Show sight distance triangle for driveway intersection, no vegetation shall be permitted within the triangle that interferes with the sight profile. This will require at a minimum the two QA and one PA just west of the driveway to be relocated. See the Conditions section of this Document for any that may apply. new nstruction_perm it_041908 CONDITIONS OF APPROVAL Permit #: B09 -0210 as of 09 -14 -2009 Status: ISSUED Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: CON0010954 Special inpsection for Soils requires actual observation by Geotech engineer upon excavation of footings. Cond: CON0010984 Building sewer and backwater valve to be inspected prior to backfill Cond: CON0010983 Special inspection required by engineer of record on boulder walls Cond: CON0010985 Record Easements prior to TCO new n stru ction_pe rm it_041908 1 Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: ��. S A 4v5A Poe. (Number) (Street) (Suite #) Building /Complex Name: Contractor Information: II Company: -� L- yt C�e, . S'�r c'h ad , I ac . Company Address: 1pt>c7 S, t ( I o �� j 7 A 'y G G eD City: VA 16 State: Zip: Contact Name: Ao z114_1 Contact Phone: 240 z E -Mail 2 6r�l7 Vn 54i4 J , F wj , Town of Vail Contractor Registration No.: X ,- Contractor Signature (required) Property Information Parcel #: (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or visit www.eaglecounty.us /patie) Lot #: 6 Block # "-' Subdivision: - Tenant Name: Owner Name: 'afA1' 0-/ L Valuations (Labor & Material)) Building: $ 3 7 1 72-3- Plumbing: Electrical: Mechanical: Total: $ 29 /4 & $ Iq .37 � — $ qq / q Office Use: Project #: DRB #: Building Permit #: M 2.1 Detailed Description of Work: A .' , ?� „ (use additional sheet if necessary) Work Class: New (­) ( ) Remodel ( ) Repair ( ) Other Work Type Interior ( ) Exterior ( ) Both ( �J Type of Building: Single - Family ( ) Duplex (i) Multi-Family ( ) Commercial( ) Other( ) Does a Fire Alarm Exist? Yes ( ) No (1j Monitored Alarm? Yes ( ) No (..� Does a Sprinkler System Exist? Yes ( ) No (� a # & Type of Existing Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood /Pellet ( ) Wood Burning ( ) # & Type of Proposed Fireplaces: Gas Appliances Gas Log ( ) Wood /Pellet ( ) Wood Burning ( ) Date Recei fpri AUG 2 4 1009 TOWN OF VAIL 8- Jun -09 BUILDING PERMIT APPLICATION FES) PEAK LAND CONSULTAN INC. 970 - 476 -8644 • FAX 970- 476 -8619 •1000 LIONS RIDGE LOOP • VAIL, CO 81657 DRAINAGE STUDY OFF -SITE CONVEYANCE for AROSA DRIVE DUPLEX 2657 Arosa Drive Vail, Colorado 81657 PLC Job No. 1695 September 1, 2009 Prepared For: J.L. Viele Construction Vail, CO 81657 Prepared By: Peak Land Consultants, Inc. 1000 Lions Ridge Loop Vail, CO 81657 EC'EIVE D SEP 0 3 2 -009 TOWN OF VA1'1=___^ PURPOSE The purpose of this study is to provide the drainage analysis for conveyance of the off -site drainage through the property located at 2657 Arosa Drive in the Town of Vail, Eagle County, Colorado. Peak Civil Engineering completed the original drainage report in May of 1999, determining the 100 -year storm event and 100 -year snowmelt. In conjunction with the drainage report, Collins and Lampiris Consulting Geologists completed a debris flow analysis also in 1999. Both of these reports were completed for a preliminary site plan. The Town of Vail has moved forward with Viele Construction to develop a duplex on the property and a detailed design has been developed. Since the original drainage report was developed for a preliminary plan, this current report will re- analyze only the conveyance through the site for the current design. HP Geotech has also reanalyzed the debris flow and has provided recommendations for the current design. The flows provided the Peak Land Consultants 1999 report will be utilized since the basin itself has not had any significant change since its completion. OFF -SITE HYDRAULICS The 1999 Drainage report had determined the 100 -year event to be 44.78 cfs and 100 -year snowmelt runoff as 54.12 cfs; the combined event would be 98.90 cfs. Based on these calculations, HP Geotech has determined the bulk debris flow to be approximately 250 cfs. DRAINAGE CONVEYANCE The proposed site has many constraints for the desired development, including building height, lot configuration, and roadway grade to name a few. The proposed site plan has been developed which meets the all Town requirements and considered all the site constraints, as a result the drainage will be conveyed in a storm culvert for the entire length of the development. The general concept for conveyance is to design the storm culverts for the combined 100 -year storm and snowmelt events of 98.90 cfs. The assumption for the debris flow of 250 cfs is that the storm culvert will plug with sediment and the flow will be conveyed over the culvert and through the driveway section of the project. Debris will be directed away from the structure by a deflection wall as shown on the current site plan. As the debris flow plugs the culvert, the water level will rise above the culvert and overtop at that low point (Section D), which will have a grouted overflow spillway. The flow will rise at the northwest corner of the building until it overtops at the highpoint elevation of 7916.47' between Sections C and C2, which acts as a weir for the small "pond" that has developed as a result of the culvert being plugged. This report will analyze flow depths of the debris flow through the site at critical locations. HP has specified 6" clearance from the debris flow elevation and top of foundation. HYDRAULICS Storm Pipe Design The storm pipe has been designed to convey the combined 100 -year storm and snowmelt events. Hydraflow has been used to analyze the hydraulic grade line utilizing the data for slope, type of pipe (HDPE), and considers the layout with losses for manholes and angle of deflection. The storm sewer profile included in the appendix shows a 30" HDP pipe can accommodate the combined flow. The pipe is running nearly full and does not force discharge from the manhole. Overland Debris Flow In order to analyze the overland debris flow across the driveway, we have analyzed several critical cross - section shown on Sheet XS -1 included in this report. The cross sections have been analyzed in Hydraflow for irregular sections. Sheet XS -1 shows the approximate height of the debris flow (250 cfs) at each of the critical cross sections. We have been directed by HP that rising levels above the garage elevation is not of concern; although foundation heights should be raised within the garages if flow is expected. Section A — Debris flow elevation is 12.39', the FF 13.50'. Debris flow elevation is 1.1' lower than FF. Flow may creep into the garage at elevation 12.5' at the 250 cfs flow. Section B — Debris flow elevation is 15.20', FG at the building is 14.73'. Flow rises against the building 0.47', foundation will need to be raised l' above FG for this area. Section C— Debris flow elevation is 17.35', garage elevation is 17.33'. Since flow is at the garage elevation it is recommended the garage interior be protected from flow. Section C2 — Debris flow elevation is 17.56', FF elevation is 18.33, elevation for flow to clear below deck is 17.56'. At the debris flow of 250 cfs, flow will clear under the deck and since debris flow elevation is more than 6" below FF, top of foundation will not be required to be raised above FF. Section D— Debris flow elevation is 17.15', FF elevation is 18.33, elevation for flow to clear below deck is 17.56'. At the debris flow of 250 cfs, flow will clear under the deck and since debris flow elevation is more than 6" below FF, top of foundation will not be required to be raised above FF. CONCLUSION This drainage study has analyzed both the combined 100 -year storm and snowmelt flows and the debris flow conditions. It has been shown that the combined flows 100 -year flows can be conveyed through a 30" HDPE pipe with no pressurization, although the pipe is running full. The analysis of the debris flow has shown critical sections for the 250 cfs elevation. It is recommended that both garages expect debris flow of only a few inches. It is recommended that the foundation walls through Section B and the wall as it wraps to the garage to the west, be raised to accommodate per HP Geotech's recommendation. Expect 0.5' of flow against the foundations. Sections C2 and D show that the debris flow will not be higher than the FF elevation of 18.33'. 00r ®iot6aea Prepar y :,. ' RGlST f L Lq �. ; an d Qom' ••....•'��� L. Mark Luna ° Iq� SION�'�.• APPENDIX HYDROLOGIC CALCULATIONS Storm Sewer Profile Proj. file: P- STLRM.sim Elev. (ft) ,N o = r 7 E O-S N = 7 0O 7929.00 7929.00 7923.00 7923.00 CSC �� �.�.....■..�.�.�....�.�.. 7917.00 7911.00 7905.00 7899.00 7917.00 7911.00 7905.00 0 10 20 30 40 50 HGL - -— 60 70 80 90 100 110 120 130 140 Reach (ft) 7899.00 150 Hydraflow Storm Sewers Extension CSC �� �.�.....■..�.�.�....�.�.. Hydraflow Storm Sewers Extension Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate size shape length EL Dn EL Up slope down up loss Junct line Type WS) (in) (ft) (ft) (ft) ( %) (ft) (ft) (ft) (ft) No. 1 Pipe - (2) (P- STORM) 99.00 30 Cir 54.940 7903.50 7906.63 5.697 7906.00 7909.12 5.38 7909.12 End Manhole 2 Pipe - (1) (P- STORM) 99.00 30 Cir 91.000 7906.83 7912.05 5.736 7909.12 7914.54 6.33 7914.54 1 OpenHeadwall Project File: P- STORM.stm Number of lines: 2 Run Date: 08 -26 -2009 NOTES: Return period = 2 Yrs. Hydraflow Storm Sewers Extension v6.066 Section A at Lower Garage Worksheet for Irregular Channel Project Description Project File p: \1600 - 1699 \1695 \hydrology \flow master\4x6box.fm2 Worksheet Section A at Lower Garage Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.022 0.099000 Tuft Water Surface Elevation 12.73 ft Elevation range: 10.95 ft to 15.00 ft. Flow Area Station (ft) Elevation (ft) Start Station 0.00 15.00 0.00 0.10 13.50 23.66 0.15 13.48 27.32 3.75 13.47 39.86 3.76 12.93 50.68 4.78 12.92 4.79 12.39 23.66 12.22 27.32 12.59 39.86 12.00 41.95 10.95 43.23 12.00 50.68 13.50 54.60 13.60 Results Md. Mannings Coefficient 0.022 Discharge 256.26 cfs Flow Area 20.22 ft 2 Wetted Perimeter 43.14 ft Top Width 42.07 ft End Station 23.66 27.32 39.86 50.68 54.60 Roughness 0.020 0.030 0.020 0.030 0.020 09/01/09 FlowMaster v5.15 12:33:55 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 2 Section A at Lower Garage Worksheet for Irregular Channel Height 1.78 ft Critical Depth 13.30 ft Critical Slope 0.007563 ft/ft Velocity 12.67 ft/s Velocity Head 2.50 ft Specific Energy 15.23 ft Froude Number 3.22 Flow is supercritical. 09/01/09 FlowMaster v5.15 12:33:55 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 2 of 2 Section A at Lower Garage Cross Section for Irregular Channel Project Description Project File pA1 600-1699\1 695\hydrology\flow master\4x6box.fm2 Worksheet Section A at Lower Garage Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Wtd. Mannings Coefficient 0.022 Channel Slope 0.099000 ft/ft Water Surface Elevation 12.73 ft Discharge 256.26 cfs 15. 14.5 14.0 $ 13.5 C 13.0 0 12.5 W 12.0 11.5 11.0 10.5 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 Station (ft) 09/01/09 12:34:16 PM Haested Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 ........ ............................... 55.0 FlowMaster v5.15 Page 1 of 1 Section B at Lower Garage Worksheet for Irregular Channel Project Description Project File p: \1600 - 1699 \1695 \hydrology\flow master \4x6box.fm2 Worksheet Section B at Lower Garage Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.100000 ft/ft Water Surface Elevation 15.20 ft Elevation range: 13.42 ft to 16.00 ft. 255.13 Station (ft) Elevation (ft) Start Station 0.00 16.00 0.00 0.10 14.73 0.10 2.48 14.65 2.48 14.48 14.42 14.48 16.48 13.42 1.78 17.48 14.00 Critical Depth 21.89 15.00 ft 24.30 1 6.00 0.008651 ft/ft Results Wtd. Mannings Coefficient 0.024 Discharge 255.13 cfs Flow Area 16.39 ft 2 Wetted Perimeter 23.29 ft Top Width 22.31 ft Height 1.78 ft Critical Depth 16.07 ft Critical Slope 0.008651 ft/ft Velocity 15.57 ft/s Velocity Head 3.77 ft Specific Energy 18.97 ft End Station 0.10 2.48 14.48 24.30 Roughness 0.025 0.030 0.020 0.030 09/01/09 FlowMaster v5.15 12:33:01 PM Haestad Methods, Inc_ 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 2 Section B at Lower Garage Worksheet for Irregular Channel Froude Number 3.20 Flow is supercritical. 09!01/09 FlowMaster v5.15 12:33:01 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 2 of 2 Section B at Lower Garage Cross Section for Irregular Channel Project Description Project File p: \1600 - 1699 \1695 \hydrology \flow master \4x6box.fm2 Worksheet Section B at Lower Garage Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Wtd. Mannings Coefficient 0.024 Channel Slope 0.100000 ft/ft Water Surface Elevation 15.20 ft Discharge 255.13 cfs 16. 15.5 $ 15.0 v C .r 14.5 0 N W 14.0 13.5 13.0 0.0 09/01/09 12:33:19 PM 5.0 10.0 15.0 20.0 25.0 Station (ft) FlowMaster v5.15 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 Section C at Upper Garage Worksheet for Irregular Channel Project Description Project File p: \1600 - 1699 \1695 \hydrology \flow master \4x6boxJrn2 Worksheet Section C at Upper Garage Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.022000 ft/ft Water Surface Elevation 17.35 ft Elevation range: 15.58 ft to 18.00 ft. 255.66 Station (ft) Elevation (ft) Start Station 0.00 18.00 0.00 0.15 17.28 0.15 14.91 16.67 28.83 23.84 16.21 ft 28.83 16.32 1.77 30.83 15.58 Critical Depth 35.32 16.00 ft 39.07 18.00 0.007523 ft/ft Results Wtd. Mannings Coefficient 0.023 Discharge 255.66 cfs Flow Area 30.59 ft2 Wetted Perimeter 38.29 ft Top Width 37.72 ft Height 1.77 ft Critical Depth 17.67 ft Critical Slope 0.007523 ft/ft Velocity 8.36 ft/s Velocity Head 1.09 ft Specific Energy 18.44 ft End Station 0.15 28.83 39.07 Roughness 0.030 0.020 0.030 09/01/09 FlowMaster v5.15 12:31:54 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 2 Section C at Upper Garage Worksheet for Irregular Channel Froude Number 1.64 Flow is supercritical. 09/01109 FlowMaster v5.15 12.31:54 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 2 of 2 Section C at Upper Garage Cross Section for Irregular Channel Project Description Project File p:\1600- 1699 \1695\hydrology \flow master\4x6box.fm2 Worksheet Section C at Upper Garage Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Md. Mannings Coefficient 0.023 Channel Slope 0.022000 ft/ft Water Surface Elevation 17.35 ft Discharge 255.66 cfs 18. 17.5 $ 17.0 C 0 m 16.5 W 16.0 15.5 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 Station (ft) 09/01109 FlowMaster v5.15 12:32:25 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 Section C2 at Upper Deck Worksheet for Irregular Channel Project Description Project File p: \1600 - 1699 \1695 \hydrology \flow master \4x6box.fm2 Worksheet Section C2 at Upper Deck Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.022000 ft/ft Water Surface Elevation 17.56 ft Elevation range: 16.10 ft to 22.00 ft. Station (ft) Elevation (ft) Start Station 0.00 22.00 0.00 0.05 18.31 0.10 17.50 5.76 16.26 13.76 16.10 21.76 16.26 22.27 18.00 30.50 22.00 Results Md. Mannings Coefficient 0.025 Discharge 250.02 cfs Flow Area 26.18 ft 2 Wetted Perimeter 23.21 ft Top Width 22.04 ft Height 1.46 ft Critical Depth 17.96 ft Critical Slope 0.008698 ft/ft Velocity 9.55 ft/s Velocity Head 1.42 ft Specific Energy 18.98 ft End Station Roughness 30.50 0.025 09/01/09 FlowMaster v5.15 12:29:47 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 2 Section C2 at Upper Deck Worksheet for Irregular Channel Froude Number 1.55 Flow is supercritical. 09/01/09 FlowMaster v5.15 12:29:47 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 2 of 2 Section C2 at Upper Deck Cross Section for Irregular Channel Project Description Project File p:\1600- 1699 \1695\hydrology \flow master\4x6box.fm2 Worksheet Section C2 at Upper Deck Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Md. Mannings Coefficient 0.025 Channel Slope 0.022000 ft/ft Water Surface Elevation 17.56 ft Discharge 250.02 cfs 22. 21.5 21.0 20.5 20.0 19.5 C 0 19.0 N 18.5 W 18.0 17.5 17.0 16.5 16.0 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 Station (ft) 09/01/09 FlowMaster v5.15 12:30:21 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 HEADWALL OVERFLOW SECTION D, DEBRIS FLOW Worksheet for Irregular Channel Project Description Project File p: \1600 - 1699 \1695\hydrology \flow master\4xftox.fm2 Worksheet Section D Headwall Overflow Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.022000 ft/ft Water Surface Elevation 17.15 ft Elevation range: 15.50 ft to 24.00 ft. Station (ft) Elevation (ft) Start Station 0.00 24.00 0.00 0.10 17.50 5.54 15.65 11.60 15.50 17.70 15.50 21.00 18.50 23.20 21.25 29.00 24.00 Results Wtd. Mannings Coefficient Discharge Flow Area Wetted Perimeter Top Width Height Critical Depth Critical Slope Velocity Velocity Head Specific Energy 0.025 251.99 cfs 24.41 ft 19.27 ft 18.39 ft 1.65 ft 17.65 ft 0.008285 ft/ft 10.32 ft/s 1.66 ft 18.81 ft End Station Roughness 29.00 0.025 09/01/09 FlowMaster v5.15 12:28:27 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 2 HEADWALL OVERFLOW SECTION D, DEBRIS FLOW Worksheet for Irregular Channel Froude Number 1.58 Flow is supercritical. 09/01/09 FlowMaster v5.15 12:28 :27 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 2 of 2 HEADWALL OVERFLOW Cross Section D Cross Section for Irregular Channel Project Description Project File p: \1600- 1699 \1695\hydrology \flow master \4x6box.fm2 Worksheet Section D Headwall Overflow Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Da Wtd. Mannings Coefficient 0.025 Channel Slope 0.022000 ft/ft Water Surface Elevation 17.15 ft Discharge 251.99 cfs 24. 23.0 22.0 —21.0 v C 20.0 2 19.0 a� W 18.0 17.0 - 16.0 15.0 0.0 5.0 10.0 15.0 20.0 Station (ft) 25.0 30.0 09/01/09 FlowMaster v5.15 12 :28:48 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CONSULTANT REPORTS FROM 1999 PEAK LAND SURVEYING, INC. 97DA76 -8644 • FAX 970 -476 -8616 • 1001) LION'S RIDGE LOOP • VAIL, CO 81657 PEAK CIVIL ENGINEERING, INC. OFFSITE DRAINAGE STUDY A -FRAME SITE TOWN OF VAIL, EAGLE COUNTY, COLORADO MAY 17, 1999 Prepared For: Town of Vail Community Development Prepared By: Peak Civil Engineering, Inc. 1000 Lion's Ridge Loop Vail, CO 81657 PLC Job #500 PEAK LAND CONSULTANTS, INC. L INTRODUCTION The A -Frame duplex is located at 2657 Arosa Drive in the Town of Vail, Eagle County, Colorado. The existing site is located at the outlet of a large drainage basin which extends north approximately 13,000 feet. The drainage basin consists of aspen forest, evergreen forest, and a small amount of residential development. The A -Frame site is scheduled to be re- developed as Town of Vail employee housing. This drainage study estimates the runoff from a 100 -year storm event and 100 -year snowmelt. Additionally, the ability of proposed drainage structures to convey the runoff through the site is illustrated. II. HYDROLOGY The drainage basin for the site was defined using the USGS Vail West and Mintum Quadrangle maps. The basin slopes from north to south and was determined to be approximately 676 acres(1.06 square miles). The off -site drainage basin plan is included in the appendix. The TR -55 Tabular Hydrograph Method found in the Softdesk Hydrology Module was used to compute a peak flowrate for the 100 -year event. A runoff curve number of 64 was used based on the basins soil type and cover conditions. A chart showing the percentage of cover conditions and soil types is found in the appendix. Additionally, a soils map is found in the appendix. Rainfall intensity was estimated from "Procedures for Determining Peak Flows in Colorado ", published by USDA -SCS. Time of concentration for the basin was determined to be 0.8166 hours. This value was based on 300 feet of sheet flow, 2300 feet of shallow concentrated flow, and 10400 feet of open channel flow. The data used for time of concentration calculations is shown in the appendix. The runoff flowrate for the 100 -year event was determined to be 44.78 cfs. A snowmelt coefficient of 0.08 cfs /acre was also used in the analysis, leading to a snowmelt runoff of 54.12 efs. Estimated flowrates over a 24 -hour period are shown in the appendix. III. HYDRAULICS Flow from the drainage basin enters the existing site at the southwestern boundary and continues along the northern boundary of the site. The drainage channel conveys flow through the site passing under the driveway through an existing 24 -inch culvert. The channel discharges at the southeast comer of the lot towards a culvert under I -70 and ultimately into the Gore Creek. The current grading allows water to flow away from' the existing building. The culvert analysis was performed using the 100 -year snowmelt runoff of 54.12 cfs since it is the larger of the two 100 -year runoff values. In the event that the 100 -year rainfall runoff and 100 -year snowmelt runoff occur simultaneously, it is assumed that the snowmelt runoff will flow through the culvert and excess rainfall runoff will overtop the driveway. Therefore, it is recommended that a dip be placed across the driveway to facilitate flow to the drainage channel on the opposite side. The driveway and surrounding ground slopes away from the building, so a dip in the driveway should adequately convey flow away from the duplex. The existing 24" culvert under the driveway will not be adequate to handle the 100 -year snowmelt runoffs. Two 30" corrugated metal pipes with headwalls and end sections are proposed, and will be capable of conveying the 100 -year snowmelt. The corresponding headwater depth for two 30" pipes is 2.9'. Therefore, it is recommended that 30' loDg pipes be placed at a.4% slope with an invert entrance elevation of 7906.1' and exit elevation of 7904.9'. This will prevent any damage to the duplex from headwater backup. Calculations for the proposed culverts are included in the appendix. See the Proposed Town of Vail Site Plan in the appendix for plan view of the culverts. Channel analysis and rip rap calculations were performed using the total peak flow(snowmelt runoff and 100 -year event runoff) of 98.90 cfs. A trapezoidal channel 30 inches high with a bottom width of 24 inches and side slopes of 1.5:1 is proposed to convey water through the site. Rip rap is recommended at the culvert entrance and exit. Calculations for both the channel design and rip rap are included in the appendix. The locations of channel calculations are shown on the Proposed Town of Vail Site Plan. Appendix i) Off -Site Drainage Map ii) Rainfall Intensity Map iii) Soil Survey Map iv) TR -55 Output and Supporting Data v) Hydraulic Calculations (Channel, Rip Rap, and Culvert) vi) Proposed Town of Vail Site Plan sad cs fill W Ail zz 11 4U Tic Ron, � , \ / vj VA X . vi hr� " tv —W. az�' r I MMSYH Ot � Ji- O jL A WO ME NOW 901 LN / � f � 1 � 4 t � Ir LN / � f � 1 � 4 A -FRAME OFF -SITE DRAINAGE BASIN CALCULATIONS TR -55 Tabular Hvdroizraoh Method Input Summary Description .....................A -Frame — Off -Site Drainage Rainfall Distribution ........... Type II Ia/P Interpolation .............. Off Total Area ...................... 1.0560 mil Peak Time ....................... 13.0000 hrs Peak Flow ....................... 44.7824 cfs Peak Snowmelt Runoff .. 54.12 cfs Given Input Data: Subarea D/S Subareas Area CN Tc Tt Rainfall Description (mil) (his) (hrs) (in) OFF -SITE 1.0560 64 0.8166 0.0000 2.4000 Sheet Flow Manning's n ..................... 0.4000 Flow Length ..................... 300.0000 ft Two Yr, 24 hr Rainfall .......... 1.4000 in Land Slope ...................... 0.1330 ft/ft Computed Sheet flow time .......................> 0.6107 his Shallow Concentrated Flow Surface ......................... Unpaved Flow Length ..................... 2300.0000 R Watercourse Slope ............... 0.2960 ft/ft Velocity ........................ 8.7781 fps Computed Shallow flow time .....................> 0.0728 hrs Channel Flow Flow Area ....................... 6.0000 ft2 Wetted Perimeter ................ 43.2666 in Flow Length ..................... 10400.0000 ft Channel Slope ................... 0.1730 fdft Manning's n ..................... 0.0400 Hydraulic radius ................ 19.9692 in Velocity ........................ 21.6988 fps Computed Channel flow time .....................> 0.1331 hrs Total Time of Concentration .....................> 0.8166 brs ■■ rrrrrrrrrrrrrrrrrrrrrrrrrrrrtrrrrrrrrrrrrrrrrrrrrrrrrrrrrr a rrrrrrrrrr� On -Site Channel Calculations Channel Calculator — 6.67% Slope Channel Section 1— Northern Edge of Property Given Input Data; Critical area ................... Shape ........................... Trapezoidal Solving for ..................... Depth of Flow Flowrate ........................ 98.9000 cfs Slope ........................... 0.0667 ft/ft Manning's n ..................... 0.0400 Height .......................... 30.0000 in Bottom width .................... 24.0000 in Left slope ...................... 1.5000 ft/ft Right slope ..................... 1.5000 ft/ft Computed Results: Depth ........................... 23.7278 in Velocity ........................ 10.0720 fps Flow area ....................... 9.8193 ft2 Flow perimeter .................. 109.5517 in Hydraulic radius ................ 12.9069 in Top width ....................... 95.1833 in Area ............................ 14.3750 f12 Perimeter ....................... 132.1665 in Percent full .................... 79.0926% Critical Information Critical depth .................. 29.7982 in Critical slope .................. 0.0248 ft/ft Critical velocity ............... 6.9571 fps Critical area ................... 14.2156 ft2 Critical perimeter .............. 131.4388 in Critical hydraulic radius ....... 15.5742 in Critical top width .............. 113.3945 in Specific energy ................. 3.5538 ft Minimum energy .................. 3.7248 ft Froude number ................... 1.5959 Flow condition .................. Supercritical On -Site Channel Calculations Channel Calculator — 12% Slope Channel Section 2 — Above Culvert Given Input Data: Critical depth .................. Shape ........................... Trapezoidal Solving for ..................... Depth of Flow Flowrate ........................ 98.9000 cfs Slope ........................... 0.1200 ft/ft Manning's n ..................... 0.0400 Height .......................... 30.0000 in Bottom width .................... 24.0000 in Left slope ...................... 1.5000 ft/ft Right slope ..................... 1.5000 ft/ft Computed Results: Critical depth .................. Depth ........................... 20.6608 in Velocity ........................ 12.5348 fps Flow area ....................... 7.8900 ft2 Flow perimeter .................. 98.4937 in Hydraulic radius ................ 11.5354 in Top width ....................... 85.9825 in Area ............................ 14.3750 ft2 Perimeter ....................... 132.1665 in Percent full .................... 68.8695% Critical Information Critical depth .................. 29.7982 in Critical slope .................. 0.0248 ft/ft Critical velocity ............... 6.9571 fps Critical area ................... 14.2156 ft2 Critical perimeter .............. 131.4388 in Critical hydraulic radius ....... 15.5742 in Critical top width .............. 113.3945 in Specific energy ................. 4.1635 ft Minimum energy .................. 3.7248 ft Froude number ................... 2.1059 Flow condition .................. Supercritical On -Site Channel Calculations Channel Calculator - 16.67% Slope Channel Section 3 —Below Culvert Given Input Data: Critical depth .................. Shape ........................... Trapezoidal Solving for ..................... Depth of Flow Flowrate ........................ 98.9000 cfs Slope ........................... 0.1667 ft/ft Manning's n ..................... 0.0400 Height .......................... 30.0000 in Bottom width .................... 24.0000 in Left slope ...................... 1.5000 f1/ft Right slope ..................... 1.5000 RIB Computed Results: Critical depth .................. Depth ........................... 19.0987 in Velocity ........................ 14.1636 fps Flow area ....................... 6.9827 ft2 Flow perimeter .................. 92.8613 in Hydraulic radius ................ 10.8281 in Top width .................. I.... 81.2961 in Area ............................ 14.3750 ft2 Perimeter ....................... 132.1665 in Percent full .................... 63.6623% Critical Information Critical depth .................. 29.7982 in Critical slope .................. 0.0248 ft/ft Critical velocity ............... 6.9571 fps Critical area ................... 14.2156 ft2 Critical perimeter .............. 131.4388 in Critical hydraulic radius ....... 15.5742 in Critical top width .............. 113.3945 in Specific energy ................. 4.7091 ft Minimum energy .................. 3.7248 ft Froude number ................... 2.4595 Flow condition .................. Supercritical EKA -A-ILc, PxaiA)m L-"P AWL i - RtP R42 (ALCO- - 0 ,.5 ,) "� , -- - �/"5 ds-0 (� - 1) V movi cr-pp�ec) � = I-01J607 (P41 SPECinc. C-ieA,)v, OF 2-8 IN Free Foe wHIC-it 507, OF gIP4?A.P BY V- 1,5 A* (-q-F 6#, A IV I- g a VE IV F IJPV1CVzVge T 12-53 0, 1. 2- ir4/,,L d O's 'ID d,- jq, g 0.5 ciso . >..75Te - --------- -T CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP Riprap Smaller Than Intermediate Rock * d Designation Given Size Dimension By Weight (Inches) (Inches) Type VL 70 -100 12 50 -70 9 35 -50 6 6 ** 2 -10 2 Type L 70 -100 15 50 -70 12 35 -50 9 9 ** 2 -10 3 Type M 70 -100 21 50 -70 18 35 -50 12 12 2 -10 4 Type H 100 30 50 -70 24 35 -50 18 18 2 -10 6 Type VH 100 42 50 -70 33 35 -50 24 24 2 -10 9 *d = Mean particle size Ta �Cen ovn Qv - ba.+1 5 -6- vrt -Dro�V%A CtiVe , 6 0 QMAA1 %O%-' Pcyl m-v- nt w,% l C -,AK41 a� C n ve-rn rn � by Wy -i5,1} — McLottAS171ih Fhgivteer.S wart, 19G9. I•• 9C ec 7( H 5( 4� 3� 2 i w in cr W z F- z w u m w a v i 2 3 4 5 6 7 8 9)0 20 30 40 FA 60 INTERMEDIATE ROCK DIMENSION- INCHES GRADATION OF ORDINARY RIPRAP Take-v, 'rravYt: U Y'bA4 !._ 'or ,m TJv CY't n 1�1�►�k .�y Wri�j� -�-- 1M�Lau�1�1 ►n �h�',vleers, YA arc,k 190 v V v i 2 3 4 5 6 7 8 9)0 20 30 40 FA 60 INTERMEDIATE ROCK DIMENSION- INCHES GRADATION OF ORDINARY RIPRAP Take-v, 'rravYt: U Y'bA4 !._ 'or ,m TJv CY't n 1�1�►�k .�y Wri�j� -�-- 1M�Lau�1�1 ►n �h�',vleers, YA arc,k 190 Manning Pipe Calculator— 2 X 30" Culverts Given Input Data: Shape ........................... Circular Diameter ........................ 30.0000 in Flowrate ........................ 27.0600 cfs Slope ........................... 0.0400 ft/ft Manning's n ..................... 0.0240 Computed Results: Critical depth .................. Depth ........................... 16.9045 in Area ............................ 4.9087 ft2 Wetted Area ..................... 2.8501 ft2 Wetted Perimeter ................ 50.9432 in Perimeter ....................... 94.2478 in Velocity ........................ 9.4945 fps Hydraulic Radius ........ :....... 8.0562 in Percent Full .................... 56.3484% Full flow Flowrate .............. 44.4352 cfs Full flow velocity .............. 9.0523 fps Critical Information Critical depth .................. 21.6807 in Critical slope .................. 0.0185 ft/ft Critical velocity ............... 7.0355 fps Critical area ................... 3.8462 ft2 Critical perimeter .............. 60.4853 in Critical hydraulic radius ....... 9.1568 in Critical top width ... ............ 30.0000 in Specific energy ................. 2.8095 ft Minimum energy .................. 2.7101 ft Froude number ................... 1.5682 Flow condition .................. Supercritical chart 12 1.5 1_0 .9 .8 7 ,6 5 12 HEADWATER DEPTH FOR C. M. PIPE CULVERTS FEDERAL HIGHWAY ADMINISTRATION 13 -76 WITH INLET CONTROL MAY 1973 180 10,000 a 168 i 8,000 EXAMPLE t ) D n het 156 6,000 D.36 Inch#& (3.0 ,ul) 6• (2) 3. 5,000 Q /N. 66 cts 144 4 5. 6. 800 �v /i �s Hf H ( 132 3,000 0 5, 6. 120 ° tl) 1.8 5.4 Ed 2,000 (2) 2.1 6.3 5. 108 ' a (3) 2.2 6.6 a ' 3. a. 1.5 1_0 .9 .8 7 ,6 5 12 HEADWATER DEPTH FOR C. M. PIPE CULVERTS FEDERAL HIGHWAY ADMINISTRATION 13 -76 WITH INLET CONTROL MAY 1973 96 a 1,000 D n het 3. a 800 �v /i �s 84 r~» 600 500 2' 400 [�►, /�!�• ! —�' 2 M 72 O X LL /� 60 / Z 6�P� U) 1.5 o 54 w w 100 / 48 a0� J C3 Q z' 60 ? I.0 LL 42 / � N 30 = I.O o 40 w CL W w 36 ,H( SCALE ENTRANCE ° w D TYPE a 33 20 Q d 30 (2) Mitered 10 conform W ' Ci to slope = 0 27 10 (3p Projecting o e • .7 < 24 6 21 To use scale (2) or (3) project 4 horizontally to scale (I), then use straight inclined line through .6 .6 3 0 and 0 scales, or revers* as 1 8 illustrated. 2 15 • .s Lo 1.5 1_0 .9 .8 7 ,6 5 12 HEADWATER DEPTH FOR C. M. PIPE CULVERTS FEDERAL HIGHWAY ADMINISTRATION 13 -76 WITH INLET CONTROL MAY 1973 PI,oPc-)SED Tov SITE PL-AQ — ,wn t r u �-A -n w ,,-,, - Z4 :.- pWWI� S } ` \t PWA,i, F/ � 56 • s�rrio� a =ROM : Bruce A. Collins FAX NO. : 970 876 5397 Jun. 26 2007 11:45AM P2 COLLINS & LAwmis CONSULTiNO MLOGlsrs P -O. BOX 23 Si1,T, COLORADO 81652 PHONVJFAx (970) 876 -5400 (24 HOURS) PRMCIPA" Bruce A. Collins, MD. Niuhulru Umpicis, Ph.D. April 19,1999 Nina Timm Community' Development Dept. Town of Vail 75 South Frontage Road Fail, Colorado 8) 657 121x:2657 AROSA DmB —Lour 8, BLACK C, VATLRmGE Dear Ms. Timm: I have completed my review of available informationregarding geologic hazards to whichthe subject property is exposed, and have visited the site. In addition I have contacted representatives of Dames & Moore, Inc.; Hydro -Triad, Ltd.; and Colorado Land Consultants, Inc., regarding the sections of theTRAPPERS RUNPRmim NARY P1 AN SUOMYSSYON ANDENMONMENTALIMPACTREPORTpmared by these firms, in an unsuccessful effort to confirm the runoff calculations and culvert sizing based thereon for crossing the unnamed drainage in which the subject lot is located. The property lies in an unnamed drainage at the west end of tho Town of Vail, immediately upstream from the apex of the small alluvial fan that resulted from debris flows from the drainage over the pas several thousand years. The fan itself has been largely obliterated by constructions activities related to Interstate Highway 70 and Arosa Drive, and the portion of the drainage of interest here has been altered to at least some extent by the construction of Arosa Drive as well. The drainage has been mapped in the "Moderate Hazard" debris flow zone, with this designation terminating at the edge of 1 -70 approximately 170 feet southeast of Lot B. The existing structure on the lot, which is in approximately the same location as the proposed duplex, and the existing and proposed driveways are in the narrow flood plain of the drainage essentially at the transition between the channel and the alluvial fan. I agree with the "moderate" debris flow hazard assessment, although in my opinion the degree of hazard is slight. There has been no known debris flow or even high-water damage to the existing structure or the driveway leading to it in the 20 to 25 years they have been in place, including 1984 when significant debris flows occurred in severaJ of the drainages north of I -70, or in the high-water years of 1993 and 1995. There is no evidence for significant debris flow along the undisturbed south side of the drainage in the vicinity of the lot, where coniferous vegetation appears to be in the 30 to 70 -year age range_ A single large angular rock, roughly four ,feet long, two feet wide, and two feet high, rests on the east side of the channel of the present streams near the northwest corner existing structure; whether this rock was moved to its present location by debris flow or was deliberately FROM Bruce A. Collins FAX'NO. : 970 876 5397 Jun. 26 2007 11:46AM P3 2657 AROSA DRiVI? - LoT 8. BLOCK C, VAu. RIOCL Page 2 placed there is unknown.' Other rocks along the east bank of the stream might have been deposited by debris flow, but it must be remembered that this bank was altered to an unknown extent during the construction of A.rosa Drive. Where exposed the soil profile on the lot consists almost entirely of red to gray sand and silt, although pebbles and rocks up to two feet in maximum size are present on the surface in parts of the area. This profile suggests that at least the more recent debris flows that fonned the fan immediately below the mouth of the drainage were dominated by mud rather than rocks and probably had a higher water content than coarser flows that have occurred elsewhere (Booth Creek, for example). The origin and characteristics of debris flows in the Vail area are discussed in detail by Mears in his report to the Town presented in November of 1984 and this discussion will not be repeated here. There are several important points presented by Mears that must be kept in mind, however. Debris flows in the Vail area in historic time have occurred in late spring almost entirely in response to rapid snowmelt. Contributing factors are a low, above -- normal snowpack; normal to below - normal temperatures followed by sudden warming to above -nmi nal values; and bank -fall or flooding water flows in the small, steep drainage basins typical of the area. Prolonged or intense raidall during periods of rapid snowmelt serves to decrease stability of both melting snow and underlying slopes, increasing the possibility of snow - and landslides that contribute the debris to the flooding streams. Debris flows resulting from intense summer thunderstorms, the more likely scenario in many other parts of Colorado, have certainly occurred in the Vail valley and will occur again, although they have not been a significant factor in the brief history of the Town. The viscous nature of debris flow, together the tendency of the debris to choke off the existing channel and spill over into another or create a new one, make modeling of such flows difficult and accurate prediction of debris flow behavior virtually impossible. Data presented by Mears (1977, p. 22 -25, 1984, p. 16) suggest that the ability of a debris flow to sustain its movement as channel slopes decreases rapidly below about 15% (8.5 ° ); larger rocks begin to settle out and material continuing downstream contains increasing water content- Extrapolation from his Glenwood Springs study indicates that the velocity of debris flows themselves in similar (although by no means identical) conditions to those found above Lot 8 decrease to zero as the slope of the ground over whichthey are moving decreases to 8% to 9% (4.6° to 5.1'). The slope ofthe channel and therefore essentially the entire valley floor of the drainage in question where it crosses the south lot line is 10.5 %; It maintains this, average slope for about 35 ft, to a point about 75 ft west of the west wall of the proposed structure, where it decreases to an average of 8.5% over the next 23 ft and to a weighted average of 5.5% from a point 54 ft west of the northwest comer of the proposed structure past it to the projected west end of the driveway culvert (all as determined from the Peak Land Surveying topographic map of Lot 8, showing existing and proposed structures, provided to rice by the Town of Vail). It would thus appear that in the event of a debris flow in this drainage, it will be slowing to a stop as it approaches Lot 8 and, other influencing factors aside, will come to a stop well to the west of the proposed structure. Debris flows frequently occur in pulses, however, and as subsequent pulses stop further up the-now-reduced-gradient channel water released from the flows ' 1 should note thatthe south side of the lot was substantially snow covered at tho time of my examination. An old photograph of the lot indicates that channol of the existing stream was moved from just oorth of the large rock mentioned here to just south of it in connection with the construction of Arosa Drive, 2 Mears, 1977, Debris -flow -hazard analysis and mitigation - an example from Glenwood Springs, Colorado: Colorado Goal. Survey tnf. Series 8, 51 p.). FROM : Bruce A. Collins FAX N0. : 970 876 5397 Jun. 26 2007 11:47AM P4 2657 AR09A Diuvc - i,oT S, BLOCK C, VAIL Rnx L, Page 3 will cut down through them,, resulting in a temporarily- steepened channel that could give rise to a small flow down the face of the original flow. Such a flow would in turri stop quickly as the gradient decreased. If the studies published by Mears and the above scenario are correct it is unlikely that any but the most catastrophic or otherwise unusual debris flow event will reach the proposed structure. Nevertheless I would recommend the following precautions. The structure should be built as high above the existing stream channel as grading and setback restrictions allow. Site grading and foundation construction should combine so that the top of foundation walls on at least the west and north sides extend at least six feet above the bottom of the stream channel as measured on a line perpendicular to the channel through the northeast comer of the structure; at least three feet of this wall should extend above final grade, should contain no doors, windows, or other significant openings, and these walls should be designed in their entirety by a qualified engineer to withstand impact pressures of at least 350 pounds per square foot The site west of the structure should be graded to guide water or debris flow away from it, and in particular should be graded to prevent water from flowing behind it, along the south side. As an alternative to a six- foot - reinforced foundation wall, a 6-foot berm. constructed of large rock and compacted earth or equivalent materials sufficient to withstand an impact load of 400 pounds per square foot notched into the south hillside and angled from the southwest to the northeast west of the structure could be constructed in such a manner as to channel a debris flow or flood to the east. Such a diversion structure migbt cause significant erosion of the east bank below Arosa Drive, however, and would seriously complicate drainage under the driveway (discussed further below). it would also require inspection and possible maintenance after high -water events that might erode or otherwise weaken the berm. High water events which can still carry significant amounts of mud and vegetation debris, occurring in response to either rapid snowmelt or intense surnmer thunderstorms, are more likely to reach Lot 8 than full- fledged debris flows. The Trappers Run development plan proposed the construction of a substantial fill from the Arosa Drive curve invnediately northeast of the property upstream through and well past the lot. The existing drainage was to have been conveyed beneath the Hill through a culvert apprvxitzxtately 400 fl in length. A I00 -year 24 -hour peak flow of 184 cubic feet per second (cfs) was calculated, apparently by Dames & Moore, Inc., increasing to 195 cfs as the result of the proposed development, and a 54 -inch culvert was subsequently designed to carry this ,flow. No calculations substantiating these values accompany the planriing dooument, and although I have contacted Dairies & Moore as well as Hydro -Triad and Colorado Land Consultants, which used these numbers for various purposes, I have been unable to locate any doctunentation of these calculations. Utilizing the Office of Surface Mining's STORM program (v. 6.21) 1 have been able to approximately recreate the peak flow rate, calculated at 151 cfs. The assumptions used to make this calculation assume essentially a "worst- worst" case, with 100% soil saturati on (AMC -3) throughout the drainage before the 100 -year estimated rainfall of 3.0 inches. Other assumptions are shown on the attached summary sbeet (Vail 100 -yr 24-hr Worst Case). Slight variations in these assumptions 3 The impact pressure of a debris flow can be approximated from the formula P = V2(y 1g)1P, where P is the impact pressure in pounds/square foot, y is the density of the moving flow in pounds /cubic foot; g is the accolendon of gnivity (32.2 feet/second%and U is the velocity ofthe flow in feet pet second (Mears, 1976, p. 64). l i lrapoWng from Mears' Glenwood data for similar materials, a maximum veloolty of 6 it/sec is estimated fors 10% elope, with a maximum flow density of 125 Wft which produces an estimated impact pressure of 70 lwfl . Because of the uncertainties involved, I recommend a safety factor of 5, producing the recommended strength of 350 lbs*. FROM : Bruce A. Collins FAX N0. : 970 876 5397 Jun. 26 2007 11:47AM P5 2657 AROSA DRIVE — LoT 8, BUXX C, VAIL 1 MGF- Page 4 would easily increase the calculated discharge to the 184 cfs given in the names & Moore report. A similar calculation for a 25 year 24 -hour storm with 100% saturation produces a discharge at the evaluation point (essentially the intake to the driveway culvert) of 83 cfs (Vail 25 -yr 24 -hi Worst Case). Assuming a "normal" storm situation, that is all Soil Conservation Service (SCS) default values except time of concentration, the 100 -year 24 -hour peak discharge is 63 cfs and the 25 year peak is 27 cfs (Vail 100-yr and 25 -yr 24 hr Non - saturated, respectively). Time of concentration for all cases was calculated independently of upland -curve values to more accurately reflect the nature of the drainage and the intensity of mountain thunderstorms; using the SCS values decreases the calculated discharge in all cases substantially." It should be noted that adjustment of the SCS curve number to account for total saturation was the only change between the "worst case" ar►d "non - saturated" runs, all other assumptions remaining the same. .A, rough back - calculation with average dimensions from the existing channel suggests its capacity is approximately 50 cfs at a flow speed of 8.7 feet per second (attacbed, "Existing Channel). Thus the existing channel should be able to handle the calculated "normal" 25 -yr 24 -hr storm with little difficulty, so long as it does not become obstructed with debris, and neither the calculated "normal" 100-yr 24 -hr or "worst case" 25 -yr 24 hr peak flows of 63 cfs and 83 cfs should threaten the structure. The suggested mitigation measures for debris flow above should minimize any hazard front the calculated I00 -yr 24 -hr discharge of 151 cfs. Based on the above calculations my calculations suggest that at the "worst case" 100 -yr peak flow rate of 151 cfs, multiplied by a safety factor of 1.2 (considering that other safety factors have already been incorporated in the flow calculations) to produce a design flow of 182 cfs, a round concrete - pipe culvert 48 caches in diameter or its equivalent would be necessary to pass the flow without unacceptable damming ofwater onthe upstream side, although the velocityratio is virtually 100 %. Even at 54 inches as recommended in the Trappers Run plan my preliminary calculations suggest a headwater depth of 7 feet. The larger diameter was probably selected, to facilitate cleanout in the culvert, which was to have been about 400 ft long. On the other hand the `normal" adjusted 100 -yr peak flow of 75 cfs can be handled with a 36 -inch culvert, with a headwater depth of slightly less than 5.5 feet. Use of corrugated metal pipe will increase both the diameters necessary to pass the flows and the headwater depths slightly. A qualified civil engineer should be consulted to formulate actual design requirements for whatever drainage optiori is chosen for the site. Considering both the limited area and the limited elevation difference between A.rosa Drive and the proposed structure available for the reconstructed driveway, I would suggest twin 24 -inch culverts together with the "sculpting" of a dip crossing above the culverts sufficient to provide a channel to pass excess water. Even this may require moving the access point either further upstream or down in order to create the necessary elevation difference. Alternatively a combination of the reinforced stream -side foundation for the structure recommended above and site grading might suffice to incorporate the driveway into art overflow channel, althoughwith no significant elevation difference between the driveway and Arosa Drive at least some flooding of the latter would probably also occur. d The formula used to calculate time of concentration, t. is t = 0.928(nL)16/( ea')9'), where n is .Mannings n, here calculated as a weioted average o£0.030; r. is the length ofthe drainage In feet. L is ft rainfall excess Intensity in inches (rainfall intensity less infiltration; for these calculations infiltration was assumed to be 0, and intensity the entire 24- hrstorm total in one hour); and S is the slope in feet per that FROM : Bruce A. Collins FAX NO. : 970 876 5397 Jun. 26 2007 11:48RM P6 2657 AROSA DRIVE -LOT 8, BLOCK C, VAU. Rioan Page 5 Drainage below the site consists of a half- buried culvert that appears to be no more than 30 inches in diameter extending from a small depression beneath an embankment into a larger basic that drains under 1 -70 into Gore Creek; the culvert under I -70 appears to be at least 48 inches in diameter with a headwater of close to 10 feet. A 36 -inch culvert is required to pass the "normal" 100 -year dischargewithout damming that would probably result in overtopping ofthe embankment below the driveway. This culvert and the embankment through which it passes appears to be on the right -of- way of Interstate 70. In summary, the structure proposed for construction on Lot 8, 2657 Arosa Drive, is exposed to a moderate debris flow hazard as indicated on the Town of Vail geologic hazard maps, but the actual risk of a damaging debris flow is slight. There have been no such events in the 20 to 25 years the current structure has been located on the property. The exposed soil profile and other evidence present at the site suggest that flows of predominantly mud with only a few larger rocks were responsible for at least the upper portion of the small fan at the month of the drainage, now largely obliterated by the construction of Interstate 70. The gradient of the stream as it enters the property is at or near the minimum required for debris flow movement. The gradient from well upstream of the proposed structure to the east property line is below this minimum. The present channel appears to be adequate to contain both normal 25 -year and 100year 24 -hour storm events that do not contain significant debris. The proposed structure could be exposed to worst -case 25 year and 100 year events depending on placement on the lot, and while the actual hazard appears minimal it could be exposed to debris flow as well. Mitigation steps include locating the structure as high as possible on the lot, extending reinforced foundation walls so that the combination of grade and foundation totals at least six feet above the bottom of the stream channel at its closest point northwest of the structure, extending at least two feet of the reinforced foundation walls above final grade regardless of height above the stream, and final grading around the structure to provide positive drainage away from it. A partial alternative to siting and foundation mitigation is a competent berm from the hillside southwest ofthe structure northeasterly, parallel to the stream, although this alternative has consequences that may be unacceptable. Minimal elevation differences and space limitations complicate design for a culvert under the driveway that will pass even the normal 100 -year 24 -hour water flood event (it should be kept in mind that the "worst case" 100 -year precipitation event probably has an actual recurrence frequency of considerably more than 100 years because ofthe assumption of coincident 100% soil saturation). Based on preliminary calculations a 36 -inch round concrete culvert with a bell and at the headwall would adequately pass the 75 cfs adjusted peak flow, but would require a headwater of nearly 5.5 feet. I suggest the consideration of side -by -side 24 -inch culverts beneath a dip crossing sufficient to provide a channel for excess drainage over the driveway. Both upstream and downstream faces of such a structure should be rip-rapped or otherwise armored to prevent erosion, and the driveway area graded so as to prevent back--up of water toward the structure. The access point for the driveway might have to be moved to provide adequate elevation differences regardless of which approach is chosen_ Another option would be deepening of the existing channel from approximately due north ofthe northwest corner ofthe proposed structure to the property line, which might provide sufficient elevation for the necessary Headwater without relocating the driveway; I do not have sufficiently - detailed topographic maps to determine the feaasibility of this option. Drainage off the property to the east does not appear adequate for a normal I00 -year event regardless ofthe choice of design and mitigation choices made on the site. Since culvert design is not my area of expertise, regardless of the drainage option selected a qualified civil engineer should be employed to confirm these capacity calculations and provide final designs. FROM : Bruce A. Collins FAX N0. : 970 876 5397 Jun. 26 2007 11:48RM P7 2657 AROSA DRtvs —LoT $, Rux K C, VAiI, Ruurx Page 6 The property is not included in mapped snow avalanche or rockfall hazard zones. Alluvial fan and channel fill deposits derived from Minturn (Pennsylvanian) and Maroon (Pennsylvanian - Permian) Formation rocks are frequently hydrocompactive, and soil testing for foundation design should be sufficient to account for this possibility. The property is in a geologically sensitive area but so long as Final grading and drainage facilities are properly designed and constructed neither the proposed structure nor the recommended mitigations will increase the hazard to other property or structures, or to public rights -of -way, buildings, roads, streets, Easements, utilities, or facilities or other properties of any kind. This report is intended to comply with appropriate portions of Town of'V'ail Regulations Chapter 12- 21 -15, and nothing contained herein should be interpreted as suggesting that the subject properties are not exposed to the mapped hazards, ofthat mitigations recommended herein will eliminate such hazards in their entirety. If you have any questions, or if T can be of further service, please do not hesitate to contact me. Enc. B01mr- 0740 Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE Denver.com LAKEWOOD AVON /SILVERTHORNE GRAND JUNCTION (303) 989 -1223 (970) 949 -6009 (970) 241 -7700 (303) 989 -0204 FAX (970) 949 -9223 FAX (970) 241 -7783 FAX Qualified Colorado Department of Transportation (CDOT) and Regional Transportation Department (RTD) Emerging Small Business (ESB) September 3, 2009 Brent Arnold n �•`r S(� J.L. Viele Construction p . Crm— nun;ty t)eveloprnent Department �._. 1000 South FrontageP ite 2021ding Solety and inspection Services Vail, Colorado 8165'` Section International Ejuil'A c.:1!nternat ;oriel Residential Subject: Site Gradi 31Y$� �R ce �� =rt, g �f a pernnit shall Town of �' # ccgtrua to ue a perm i 0 un at p ,U 31 f any tl c tl0n Of ®W� ® g 1 �a'' W'islons o, 'his .c' oI of any ) "E. r o, man a of the 2657 Aro4D- Permits p es�j'm r in give at t 7r r ty to v late or cancel the ^tc Mans of this code or oti �:' ) :inane es ��f ;r� � iur�sdict�on shall not be Co nv Vail, Colo c{p l t:a issoa;�ce of a .�,r ;n o,�; +. on �_c ,ar c_icn dor.;uments and Job No 09402"Pata an ll not prevent tf e rig i� 9�; from requiring the cf elrors In tt ' cc:� r+ cti r� um nts and other data. The office II is also ,u thori .0 `)reve.ni C)cCup _ -,y or use of a str t ;tore •v; . ._rein vio!aiior, �f this acne or of any other ordina cas of t". jurisd!CiiuYl. As requested, we have reviewed the P JlAsyrepared by Peak Land Consultants, Inc., September 1, 2669 A'o h6wn ai u1 mg epart nt co in s, dated August 28, 2009; and our geotechnical report, dated June 2, 2009. The purpose of this letter is to address the Town of Vail comments with regard to the surface drainage and irrigation for the proposed duplex. Based on the Proposed Grade Cross Section Plans, the ground surface adjacent to the south side of the proposed duplex will not be sloped at 12 inches in the first 10 feet. The purpose of this recommendation in our report is to reduce the risk of water ponding adjacent to the structure. If a slope of 12 inches in the first 10 feet cannot be achieved, we recommend that a shallow drain be installed along the Swale to help facilitate the removal of surface water in these areas. The shallow drain may consist of a 4 -inch diameter perforated solid PVC pipe surrounded by draining gravel and encased in a filter fabric. The shallow drain should be sloped to daylight. P P 1F? --)1= 0 a Comm u t ": evet Based ns vAWdM qg @W, 19ewm0erstand that downspouts which discharge onto a hard surfacaS rnlanned which do not discharge i 1� feef AY from the proposed duplex. Provided that the hard surface yei>�,R- ho c e7►nteopes away from the proposed duplex, as recommended in our report, it is our i®ns ( '�'8t +fit r , %'�9s� y discharge at a distance less than 10 feet. a Of the provisions of this cod or, or an approval of, an Pen - nit `hall Jurisdiction. Permit or of any other o d' y ' is at art of to to � r t�s �0f pre o� t�fd d06, +nstruction, we understand that xeriscape landscaping is a tcT The ' �u � y t in requires temporary irrigating for one year in order § f r io rafl li�k� aa� g q p Y g g Y � nt n aocu t ri n Bfalo QUA o �fRIATIcs31�� t � ter used to irrigate should be minimized and controlled ot'► ' u � ton o��tr�e it i ,�f gA eF#f5c @1hg4facche In addition, we recommend that plants within 5 feet of this jurisdiction, a 1 n of this code or of any other Ordinances or use of a of A=: PLANS EXAMINE DATE: { �� Brent Arnold September 3, 2009 Job No. 09 -027 Page 2 of 2 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers the duplex be hand watered or watered using a temporary drip system. Provided these recommendations are followed and the vegetation is to be irrigated for only one year, it is our opinion that the temporary irrigation is acceptable. We appreciate the opportunity to provide this service. If we can be of further service in evaluating the surface drainage and irrigation issues from a geotechnical engineering viewpoint, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. Scott B. Myers, P.E. Senior Engineer (2 copies sent) Generated by REScheck Package Generator Compliance Certificate Project Title: Arosa Drive Duplex Report Date: 08/12/09 Energy Code: 2003 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 9248 Construction Site: 2657 Arosa Drive Vail, CO 81657 Owner /Agent: Nina Timm Town of Vail 75 S. Frontage Road Vail, CO 81657 970 - 479 -2144 A , Designer /Contractor: Stephanie Lord - Johnson VAg Architects & Planners P.O. Box 1734 Vail, CO 81658 970 - 949 -7034 stephanielj@vagarchitects.com Compliance: Passes Ceiling: 49.0 Wall: 21.0 0.0 Basement: 19.0 Wall height: 8.0' Depth below grade: 5.0' Insulation depth: 8.0' Window: 0.350 Door: 0.350 Floor: 19.0 Slab -on- Grade: 11.0 Insulation depth: 4.0' Furnace: 80 AFUE 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 the REScheck Package Generator and to comply with the mandatory regyiremenls listed in the REScheck Inspection Checklist. Name Title gnature `5 9 .f il`{11nnf Denart'rint I ,Y ` ES.;�iQtil� �. tj dtiC7 it "I >:,N�C:iOii Jt 'viC�S t� .t `Ji �. �.✓ ". C�in /1r tern: tl0r ai ReSI C?'(ltlai i. T c jr granting J a pA�": "I sf "':all h i.. Jlt i (. _ .,!i)rO4 of any vl013tlon of £; y tli c or Of -, m l Ot�'er ordinance, Of the pi,, Burr ,,, !l) �ivc authority to vlolale Or cancel the F U'IL t ,d , ur omt_t ! ')rdir F%es of the jurisdiction Siiall not be I a ner ' ca" 0' On construction documents and c!` r data s;­"! l ?oi prevent the building official from requiring the C t10ii of e; rocs i11 the cc­ jocurnents and other data. The Is also authc:Ii_c d t0 sweV�nt occupancy or use of a S'fL,, ure vihere in violation of this cocie or of any other ordinances o this:,iis:i c'icn. PLANS EXAM DATE:— I 6 � Project Title: Arosa Drive Duplex Data filename: Report date: 08/12/09 Page 1 of 4 IZI Generated by REScheck Package Generator Inspection Checklist Date: 08/12/09 Ceilings: ❑ Ceiling: R -49.0 cavity insulation Comments: Note: The ceiling R- values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the plate lines of exterior walls, R -30 insulation may be substituted for R -38 insulation and R -38 insulation may be substituted for R -49 insulation. Ceiling R- values represent the sum of cavity insulation plus insulating sheathing (if used). Above -Grade Walls: ❑ Wall: R -21.0 cavity insulation Comments: Note: Wall requirements apply to wood -frame wall constructions. Metal -frame wall or mass (concrete, masonry, log) wall equivalent R- values can be found in the Help User's Guide. Basement Walls: ❑ Basement: 8.0' ht / 5.0' bg / 8.0' insul, R -19.0 cavity insulation Comments: Note: Walls of conditioned basements below uninsulated floors must be insulated from the top of the basement wall to a depth of 10 feet below ground level or to the level of the basement floor, whichever is less. The entire opaque portion of any individual basement wall with an average depth less than 50% below grade must meet the same R -value requirement as above -grade walls. Basement doors must meet the door -U- factor requirement. Windows: ❑ Window: U- factor: 0.350 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door: U- factor: 0.350 Comments: Front door exempt Note: Door U- values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U- factor table in the Help User's Guide. If a door contains glass and an aggregate U- factor rating for that door is not available, include the glass area of the door with your windows and use the opaque door U- factor to determine compliance for the door. One door may be excluded from this requirement (i.e., may hav a U- factor greater than 0.35). Floors: ❑ Floor: R -19.0 cavity insulation Comments: ❑ Slab -on- Grade: 4.0' insulation depth, R -11.0 continuous insulation Comments: Unheated 48 inch depth 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. Note: The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements or garages). Floors over outside air must meet the ceiling requirements. Note: Add an additional R -2 for heated slabs. The insulation must extend 1) down from the top of the slab, or 2) down from the top of the slab to the bottom of the slab and then horizontally underneath the slab, or 3) down from the top of the slab to the bottom of the slab and then horizontally away from the slab, with pavement or at least 10 inches of soil covering the horizontal insulation. Heating and Cooling Equipment: Project Title: Arosa Drive Duplex Report date: 08/12/09 Data filename: Page 2 of 4 ❑ Furnace:: 80 AFUE or higher f Make and Model Number: 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: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's 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: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R -11. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R -6. ❑ Supply ducts in unconditioned spaces are insulated to at least R -11. ❑ Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums, the wall is insulated to at least R -11. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ 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 181 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 and /or cooling input to each zone or floor is provided. Service Water Heating: ❑ 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. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on /off 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. Project Title: Arosa Drive Duplex Data filename: Report date: 08/12/09 Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes d , Insulation Thickness in Inches by Pipe Sizes Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types R o f 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" 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) Low Pressure/Temperature 170 -180 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types R o f 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" NOTES TO FIELD: (Building Department Use Only) Project Title: Arosa Drive Duplex Report date: 08/12/09 Data filename: Page 4 of 4 angel ) Heating Systems Low Pressure/Temperature 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 40 -55 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) Project Title: Arosa Drive Duplex Report date: 08/12/09 Data filename: Page 4 of 4 SEP-22 -2009 04:01PM FROM -KCE INC $089890204 T -481 P.002/002 F -777 Koechlein Consulting Engineers, Inc. Gectechnical and Materials Engineers 12364 W. Alameda Pkwy a Suite 115 • Lakewood, CO 80228-2W www.KCE Donver.com LAKE AVON /SILVERTHORNE GRAND JUNCTION (303) 988 -1223 (970) 949 -6009 (970) 241 -7700 (303) 989 -0204 FAX (970) 949 -9223 FAX (970) 241 -7783 FAX September 22, 2009 Scott Ashburn JL Viele Construction, Inc, 1000 South Frontage Road Wcst, Suite 202 Vail, CO 81657 Subject: Excavation Observation proposed Duplex ...... ... ..... 2657 Arosu Drive Vail, Colorado Job No. 09 -058 As requested, representatives from our office observed the material exposed in the bans of the excavation for the proposed duplex located at 2657 Arosa Drive in Vail, Colorado on September 21 and 22, 2009. The purpose of our site visits was to verify that the exposed material is similar to the soils encountered during our subsurface exploration and prepared in accordance with the recommendations presented in our geotechnical report tilled 'Geoteelinical Report, Proposed Duplex, 2657 Arosu Drive, Vail, Colorado Job No. 09 -027, dated June 2, 2009. At the time of our site visits, the excavation varied in depth from 2.0 to 8.5 Stet below the existing ground surface The subsurface conditions exposed in the southern most portion of the excavation extending approximately 3 feet to the north consisted of reddish gray, dry to moll; hard sandstone bedrock. The remaining portion of the excavation consisted of a nutuml, brown to dark red, moist to wet, dense, clayey, bilty, sandy gmavcl with cobbles and boulders. The subgrade had been compacted at the rime of our visits. Snow was observed falling at the timc of our final site visit. We recommend that the excavation be protected from wotlfreezing conditions. Based on our observations, it is our opinion that the subgrade soils are similar to the ;oils described and have been prepared as rccommended in the aforementioned report, While bedrock was not encountered during our subsurface exploration. it is our opinion that the bedrock is suitable for the support of the proposed foundation system. Due to the presence of two different types of bearng strata, there is an increased ask of differential movement; however, it is our opinion that this risk may be reduced to a lower level by designing the foundation system for tlic bearing capacity of die weaker strata. At this bite the natural, sandy gravel is the weaker of the two strata and should be capable of supporting a maximum allowable bearing capacity of 2,500 psf. provided our recommendations are followed, i o t the subgrade soils and bcdroclt will support a foundation system designed for a muximurn allowable soil bearing pressure f 2,500 p 0 opinion is based on the foundation subgrade being dry, compacted, unsaturated, and frost -free, The opinions presented in this letter are based on our observations and our experience with similar soil conditions in the area, it is possible that subsurface conditions could change below the exposed excavation depth encountered at the time of our visit. We appreciate the opportunity to provide this service. Uwe can be of further assistancc, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC, -C z 'f� Jessica E. Street, E, J. Staff' Engineer (2 copies sent) Reviewed by: Scott B. Myers, P.E. Senior Engineer f GEOTECHNICAL REPORT PROPOSED DUPLEX 2657 AROSA DRIVE VAIL, COLORADO Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 LAKEWOOD AVON I SILVERTHORNE GRAND JUNCTION (303) 989 -1223 (970) 949 -6009 (970) 241 -7700 (303) 989 -0204 FAX (970) 949 -9223 FAX (970) 241 -7783 FAX KOECHLEIN CONSULTING ENGINEERS, INC. GEOTECHNICAL AND MATERIALS ENGINEERS GEOTECHNICAL REPORT PROPOSED DUPLEX 2657 AROSA DRIVE VAIL, COLORADO O:•'' . i �A%xc' 33822 N APPROVED T04 Wl ' Building Safet ment Department Section Y anYtnspection Services I Ftaifding' Code Validit not be cons r p mit. 7h° issuaYtcP - International Reside any of the t uel to be a permit for, °r grantino of a ntiat ,provisions of this or an aj:proval of, permit shalt J ;sdiction• Permits r °''= or of any other or any violation of un p. :visioi,s of . p estin'i p �,a ,give a to v folate e of the the v , this Tht suan code Pe , , i , irnal'ces of th C° of a parr t - ,try on r, ; , elurisdiction shall not be PreparC.4� to n�li rot prevq ,t cr struction °n f E�r°rs in the c� ; -:'� hiin documents and b, 9 �fticia, irom requiri F i i is al, tr r i nocumPnt Qui ing the C so a_Ett, t, t i ei Ent occ and other data. The George }l ? . t <<e it lafion u ct tl is coae °rot an panty or use of a Towneya y other or 'na es of ,,�. , 75 South Frontage2oa ' DATC: (<� Vail, Colorado 81657 Job No. 09 -027 June 2, 2009 DENVER: 12364 West Alameda Prkwy., Suite 115, Lakewood, CO 80228 (303) 989 -1223 GRAND JUNCTION: 52925112 Rd *Suite 201 • Grand Junction, C081505(970)241-7700 A VONISIL VER THORNE: (970) 949 -6009 June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers TABLE OF CONTENTS SCOPE I EXECUTIVE SUMMARY 1 SITE CONDITIONS 3 PROPOSED CONSTRUCTION 4 SUBSURFACE EXPLORATION 5 SUBSURFACE CONDITIONS 6 RADON 6 MOLD 7 GROUND WATER 7 PREVIOUS ON -SITE STRUCTURES 8 EXISTING FILL 8 EXCAVATIONS 9 SEISMICITY 10 DEWATERING 10 OVERLOT FILL 11 FOUNDATIONS 12 SLABS -ON -GRADE 13 FOUNDATION DRAINAGE 14 LATERAL WALL LOADS 15 RETAINING WALLS 16 SURFACE DRAINAGE 17 IRRIGATION 18 COMPACTED FILL 18 LIMITATIONS 20 VICINITY MAP Fig. 1 LOCATIONS OF EXPLORATORY BORINGS Fig. 2 LOGS OF EXPLORATORY BORINGS Fig. 3 LEGEND OF EXPLORATORY BORINGS Fig. 4 GRADATION TEST RESULTS Fig. 5 TYPICAL RETAINING WALL DRAIN DETAIL Fig. 6 SUMMARY OF LABORATORY TEST RESULTS Table I June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers SCOPE This report presents the results of a geotechnical subsurface exploration for the proposed duplex to be constructed at 2657 Arosa Drive in Vail, Colorado. The approximate site location is shown on the Vicinity Map, Fig. 1. The purpose of this report is to present our evaluation of the subsurface conditions at the site and to provide geotechnical recommendations for the proposed duplex. This report includes descriptions of subsurface soil and ground water conditions encountered in the exploratory borings, recommended foundation systems, allowable bearing capacity, and recommended design and construction criteria. This report was prepared from data developed during our subsurface exploration and our experience with similar projects and subsurface conditions in the area. The recommendations presented in this report are based on the proposed duplex being constructed in the location shown on the Locations of Exploratory Borings, Fig. 2. We should be contacted by the contractor and /or owner to review our recommendations when final plans for the duplex have been completed. A summary of our findings and conclusions is presented in the following paragraphs. EXECUTIVE SUMMARY 1. Subsurface conditions encountered in exploratory borings TH -1 and TH -2 were similar. The subsurface conditions consisted of 6 to 8 inches of topsoil underlain by a loose to very dense, clayey, silty, sandy gravel with cobbles and boulders to the maximum depths explored of 8.5 feet in TH -I June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 09 -027 Geotechnical and Materials Engineers and 11.5 feet in TH -2. Refusal occurred on boulders in TH -1 at a depth of 8.5 feet and in TH -2 at a depth of 11.5 feet. Refer to the SUBSURFACE CONDITIONS section of this report for additional information. 2. Topsoil was encountered to varying depths of 6 to 8 inches. Greater depths of topsoil could be encountered across the site. All topsoil will need to be removed from construction areas. The topsoil may be used in landscaping areas. 3. During drilling, ground water was encountered at a depth of 6.0 feet in borings TH -1 and TH -2. Ground water was immediately measured after drilling at a depth of 4.5 feet in TH -1 and 3.5 feet in TH -2. Based on the conditions encountered during the subsurface exploration, ground water may influence the construction of the proposed duplex. Refer to the GROUND WATER and DEWATERING sections of this report for additional details. 4. While existing fill was not encountered in either of the exploratory borings during our subsurface exploration, we anticipate that existing fill could be encountered in the area of the demolished residence. Refer to the PREVIOUS ON -SITE STRUCTURES and EXISTING FILL sections of this report for additional information. 5. We anticipate that the subsurface conditions at the foundation elevation for the proposed duplex will consist of clayey, silty, sandy gravel with cobbles and boulders. In our opinion, the proposed duplex may be supported by a spread footing foundation bearing on the sandy gravel with a low risk of movement. Refer to the FOUNDATIONS section of this report for more details. 6. We anticipate that the subsurface conditions at the proposed floor slab elevation will consist of the clayey, silty, sandy gravel with cobbles and boulders. In our opinion, the sandy gravel will support slabs -on -grade with a very low risk of movement. Refer to the SLABS -ON -GRADE section of this report for more details. 7. Since cobbles and boulders were encountered in the exploratory borings, it is our opinion that heavy -duty construction equipment will be necessary to complete the required excavations. Refer to the EXCAVATIONS section of this report for more details. 2 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers 8. The subsurface soil conditions encountered within the exploratory borings indicate that the project site has a seismic site classification of Site Class C. 9. Drainage around the duplex should be designed and constructed to provide for rapid removal of surface runoff and avoid concentration of water adjacent to foundation walls. Refer to the SURFACE DRAINAGE section of this report for details. 10. The potential for radon gas is a concern in the area. Refer to the RADON section of this report for additional details. 11. Mold has become a concern with new construction. Refer to the MOLD section of this report for additional details. SITE CONDITIONS The proposed duplex will be constructed at 2657 Arosa Drive in Vail, Colorado. The lot is accessed from Arosa Drive, which borders the northern edge of the site. The lot is bordered on its eastern, southern, and western edges by vacant land. At the time of our subsurface exploration, the subject lot was vacant. However, based on conversations with the Town of Vail, it is our understanding that a single family residence was previously demolished at this site. It is also our understanding that the residence and its foundation system have been completely removed prior to our subsurface exploration. No obvious surficial disturbance was observed at the time of our subsurface exploration due to the removal of the single family residence and its foundation system. The location of the proposed duplex is bordered to the north by a drainage with flowing water, to the east by the remains of a gravel driveway, and to the south and west 3 June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers by forested land. A drainage is located on the northern portion of the site extending from a westerly to an easterly direction. At the time of our subsurface exploration, water was observed flowing in the drainage. The depth of water varied from 3 to 6 inches. On the western portion of the site, surface water from a blocked portion of the drainage was observed flowing across the ground in the area of the proposed duplex. Overall site topography in the area of the proposed duplex slopes down towards an easterly direction at an approximate grade of 5 percent. Topography directly west of the proposed duplex is steeply sloped down towards a northerly direction at an approximate grade of 15 to 20 percent while the topography to the north of the residence is steeply sloped in a southerly direction at an approximate grade of 25 to 30 percent. Vegetation on the lot consists of grasses in the area of the proposed duplex. Pine and aspen trees were observed adjacent to the drainage and across the steep slopes. PROPOSED CONSTRUCTION Prior to the start of our subsurface exploration, a site plan of the proposed duplex was provided by the Town of Vail. We understand that the proposed project consists of the construction of a two -story duplex with no below grade level. We anticipate that the proposed duplex will be of cast -in -place concrete and wood frame construction with slab- on -grade floors. We also anticipate that a retaining wall will be constructed as part of the development of this site. The retaining wall will be 5 feet in height and will be of boulder June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers stack construction. We anticipate that excavations up to 4 feet in depth may be necessary to complete the proposed construction. It is our understanding that structural fill could also be placed to level the building envelope area, prior to the construction of the duplex. SUBSURFACE EXPLORATION Subsurface conditions were explored at this site on May 21, 2009 by drilling two exploratory borings (TH -1 and TH -2) with a 4 -inch diameter solid stem auger mounted on a truck drill rig at the locations shown in the Locations of Exploratory Borings, Fig. 2. An engineer from our office was on site during the subsurface exploration to supervise the drilling of the exploratory borings and to visually classify and document the subsurface soils and ground water conditions. Graphical logs of the subsurface conditions encountered in the exploratory borings are presented on the Logs of Exploratory Borings, Fig. 3; and on the Legend of Exploratory Borings, Fig. 4. The laboratory analysis included visual classification of all samples and testing of selected samples for natural moisture content and gradation properties. Results of the laboratory testing are presented on the Logs of Exploratory Borings, Fig. 3; on the Gradation Test Results, Fig. 5; and on the Summary of Laboratory Test Results, Table I. E June 2, 2009 Job No. 09 -027 SUBSURFACE CONDITIONS KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers The subsurface conditions encountered in exploratory borings TH -1 and TH -2 were similar. The subsurface conditions consisted of 6 to 8 inches of topsoil underlain by a reddish brown, moist to wet, loose to very dense, clayey, silty, sandy gravel with cobbles and boulders to the maximum depths explored of 8.5 feet in TH -1 and 11.5 feet in TH -2. Practical drill rig refusal occurred on boulders in boring TH -1 at a depth of 8.5 feet and in boring TH -2 at a depth of 11.5 feet. At the time of drilling, ground water was encountered at a depth of 6.0 feet in borings TH -1 and TH -2. Ground water was measured immediately after drilling in TH -1 at a depth of 4.5 feet and in TH -2 at a depth of 3.5 feet. RADON In recent years, radon gas has become a concern. Radon gas is a colorless, odorless gas that is produced by the decay of minerals in soil and rock. The potential for radon gas in the subsurface strata of mountain terrain is likely. Because we anticipate that the proposed duplex will not be constructed with below grade levels or crawl spaces, it is our opinion that there is a very low risk of radon gas buildup in the proposed duplex. However, if plans change and a below grade level is added to the design of the proposed duplex, we suggest that the duplex be designed with ventilation for all below grade levels. IN June 2, 2009 Job No. 09 -027 MOLD KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Mold has become a concern with new construction. Mold tends to develop in dark or damp areas such as below grade areas, under floor spaces, or bathrooms. Recommendations for the prevention, remediation, and /or mitigation of mold is outside the scope of this investigation. We recommend that the owner contact a Professional Industrial Hygienist for recommendations for the prevention, remediation, and /or mitigation of mold. GROUND WATER At the time of drilling, ground water was encountered at a depth of 6.0 feet in borings TH -1 and TH -2. Ground water was measured immediately after drilling in TH -1 at a depth of 4.5 feet and in TH -2 at a depth of 3.5 feet. Ground water in mountain terrain typically travels in more permeable layers of soil. Therefore, ground water may be encountered at various elevations across the site. During wetter times of the year ground water may be encountered at higher elevations. Based on the ground water conditions encountered during our subsurface exploration, we anticipate that ground water could adversely affect the construction of the proposed duplex. If construction begins after July 15 th , it is our opinion, ground water may be encountered at greater depths. Due to the presence of ground water above the proposed foundation elevation, we anticipate that 7 June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers temporary dewatering may be necessary during construction of the proposed duplex. Refer to the DEWATERING section of this report for additional information. PREVIOUS ON -SITE STRUCTURES Based on conversations with the Town of Vail, it is our understanding that a single family residence was previously located at this site. It is also our understanding that the residence was demolished and its foundation system completely removed prior to our subsurface exploration. No obvious surficial disturbance was observed at the time of our subsurface exploration due to the removal of the single family residence and its foundation system. Based on the past construction activities at this site, it is our opinion that existing fill could be encountered during the excavations for the proposed duplex. Refer to the EXISTING FILL section of this report for recommendations. EXISTING FILL It is our understanding that a single family residence was demolished prior to the start of our subsurface exploration. While existing fill was not encountered during our subsurface exploration, we anticipate existing fill could be encountered in the area of the demolished residence. If existing fill is encountered during the construction of the proposed duplex, all existing fill should be removed and replaced with approved new structural fill. If existing fill is encountered and the owner would like to reuse the fill as June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers structural fill for this project, a representative of our office must obtain a sample of the fill to evaluate its suitability for use. Refer to the COMPACTED FILL section of this report for additional recommendations. EXCAVATIONS We anticipate that excavations for construction of the proposed duplex may be up to 4 feet in depth. Because cobbles and boulders were encountered in the exploratory borings, it is our opinion that heavy -duty construction equipment will be necessary to complete the required excavations. Care needs to be exercised during construction so that the excavation slopes remain stable. The sandy gravel above the water table classifies as Type B soil in accordance with OSHA regulations. The sandy gravel below the water table classifies as Type C soils in accordance with OSHA regulations. OSHA regulations should be followed in all excavations and cuts. Topsoil was encountered to varying depths of 6 to 8 inches in the exploratory borings. Greater depths of topsoil could be encountered across the site. All topsoil should be completely removed from the area beneath the proposed construction. The topsoil may be used in landscape areas. While existing fill was not encountered during our subsurface exploration, we anticipate fill could be encountered in the area of the demolished residence. If 6 June 2, 2009 Job No. 09 -027 XOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers encountered, all existing fill should be removed below the areas of the proposed duplex and if necessary replaced with properly moisture conditioned and compacted new structural fill. Structural fill should be placed and compacted as recommended in the COMPACTED FILL section of this report. SEISMICITY The subsurface soil conditions encountered within the exploratory borings indicate that the soil profile classifies as very dense soil and soft rock in accordance with the 2006 International Building Code (IBC). Based on this classification, it is our opinion that the subject site has a seismic site classification of Site Class C. DEWATERING At the time of drilling, ground water was encountered at a depth of 6.0 feet in borings TH -1 and TH -2. Ground water was measured immediately after drilling in TH -1 at a depth of 4.5 feet and in TH -2 at a depth of 3.5 feet. We anticipate that the installation of a temporary dewatering system may be necessary prior to construction of footings and slabs -on -grade for the proposed duplex. Methods that have worked in this area have consisted of either shallow trenches or interceptor trenches. Trenches should be sloped to a positive gravity outlet or to a sump pit where the water can be removed by pumping. 10 June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers OVERLOT FILL Based on conversations with the Town of Vail we understand that 1 to 2 feet of new structural overlot fill may be placed to level portions of the site, prior to the start of construction of the proposed duplex. Due to the presence of topsoil, soft saturated soils, and the potential for existing fill, special precautions may be necessary prior to the placement of new structural fill. Topsoil was encountered to varying depths of 6 to 8 inches in the exploratory borings during our subsurface exploration. All topsoil must be removed prior to the placement of new structural fill. Due to the presence of shallow ground water, soft soils may be encountered underlying the topsoil. Any soft areas should be excavated to expose the underlying dense sandy gravel. While existing fill was not encountered during our subsurface exploration, we anticipate existing fill could be encountered in the area of the demolished residence. If existing fill is encountered prior to the placement of overlot fill, the existing fill should be removed to expose the underlying natural soils. A representative of our office should observe the subgrade prior to the placement of new structural fill to verify that the subgrade soils have been properly prepared. New fill should be compacted as outlined in the COMPACTED FILL section of this report. 11 June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers FOUNDATIONS We anticipate that the subsurface conditions at the foundation elevation for the proposed duplex will consist of the clayey, silty, sandy gravel with cobbles and boulders. In our opinion, the proposed duplex may be supported by spread footing foundation systems bearing on the sandy gravel or new structural fill with a low risk of movement. We recommend that spread footings for the proposed duplex be designed and constructed to meet the following criteria: 1. Footings may be constructed on either the clayey, silty, sandy gravel with cobbles and boulders or new structural fill. Footings bearing on the sandy gravel or new structural fill may be designed for a maximum allowable soil bearing pressure of 2,500 psf. 2. Topsoil was encountered to varying depths of 6 to 8 inches. Greater depths of topsoil could be encountered across the site. All topsoil below areas of construction should be removed prior to the start of construction. Topsoil may be used in landscaped areas. 3. While existing fill was not encountered in the exploratory borings, it is likely that fill could be encountered in the area of the demolished residence. We recommend that all existing fill below areas of construction be removed and replaced with properly moisture conditioned and compacted structural fill. 4. Spread footings constructed on the sandy gravel or new structural fill should experience less than 0.5 inch of differential movement. Due to the granular nature of the soils, we anticipate that the majority of movement will occur during construction. 5. Foundation systems should be designed to span a distance of at least 10.0 feet in order to account for anomalies in the soil. 12 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers 6. The base of the exterior footings should be established at a minimum depth below the exterior ground surface, as required by the local building code. We believe that the depth for frost protection in the local building code in this area is 4 feet. 7. Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimum width of 16 inches. Footing widths may be greater to accommodate structural design loads. 8. Pockets or layers of soft soils or existing fill may be encountered in the bottom of the completed footing excavations. These materials should be removed to expose the undisturbed sandy gravel. The foundations should be constructed on the sandy gravel or new structural fill. Refer to the COMPACTED FILL section of this report for backfill requirements. 9. A representative of our office MUST observe the completed foundation excavations. Variations from the conditions described in this report which were not observed within the exploratory borings can occur. The representative can observe the excavations to evaluate the exposed subsurface conditions. SLABS -ON -GRADE We anticipate that the subsurface conditions at the proposed slabs -on -grade elevations will consist of topsoil underlain by the clayey, silty, sandy gravel with cobbles and boulders. While existing fill was not encountered during our subsurface exploration, we anticipate that existing fill could be encountered in the area of the demolished residence. The topsoil and existing fill is not suitable for support of slab -on -grade floors and should be removed below areas of construction. However, it is our opinion that the sandy gravel or new structural fill will support slabs -on -grade with a low risk of movement. We recommend that slab -on -grade floors be designed and constructed to 13 June 2, 2009 Job No. 09 -027 meet the following criteria: KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers 1. Slabs may be constructed on the sandy gravel or properly moisture treated and compacted fill. All topsoil and existing fill beneath slabs -on -grade should be removed prior to construction of floors. 2. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted. 3. Slab- bearing partitions should be minimized. Where such partitions are necessary, a slip joint should be constructed to allow free vertical movement of the partitions. 4. Exterior slabs should be separated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted directly to the foundations or walls of the structures. 5. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage. 6. Pockets or layers of soft soils or existing fill may be encountered in the area of the proposed slabs -on -grade. These materials should be removed to expose the undisturbed sandy gravel. The slabs -on -grade should be constructed on the sandy gravel or new structural fill. Refer to the COMPACTED FILL section of this report for backfill requirements. 7. Structural fill beneath slabs -on -grade may consist of on -site sandy gravel or imported fill. Fill should be placed and compacted as recommended in the COMPACTED FILL section of this report. Failure to properly moisture treat and compact the soils will result in excessive settlement and potential cracking of slabs -on -grade. Placement and compaction of fill beneath slabs should be observed and tested by a representative of our office. FOUNDATION DRAINAGE Surface water, especially that originating from rain or snowmelt, tends to flow 14 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers through relatively permeable backfill typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can cause wet or moist below grade conditions after construction. Based on provided site plans we anticipate that the proposed duplex will not be constructed with below grade walls, therefore a foundation drain is not necessary. However, if plans change and a below grade level is added to the design of the duplex, we should be contacted to provide specific foundation drainage recommendations at that time. LATERAL WALL LOADS We anticipate that a retaining wall will be constructed on -site that will require lateral earth pressures for design. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls which are free to rotate sufficiently to mobilize the strength of the backfill should be designed to resist the "active" earth pressure condition. Walls which are restrained should be designed to resist the "at rest" earth pressure condition. Below grade walls are typically restrained. The following table presents the lateral wall pressures that may be used for design. 15 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Earth Pressure Condition Equivalent Fluid Pressure ( cf) Active 45 At -rest 55 Passive 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2. A coefficient of friction of 0.4 may be used at the base of spread footings. Backfill placed behind or adjacent to retaining walls should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of the fill should be observed and tested by a representative of our office. RETAINING WALLS We anticipate that a retaining wall will be constructed as part of the proposed construction. Lateral earth loads for retaining wall designs are presented in the LATERAL WALL LOADS section of this report. In order to reduce the possibility of developing hydrostatic pressures behind retaining walls, a drain should be constructed adjacent to the walls. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. 16 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers A typical detail for a retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 6. SURFACE DRAINAGE Reducing the wetting of structural soils and the potential of developing hydrostatic pressure behind retaining walls can be achieved by carefully planned and maintained surface drainage. We recommend the following precautions be observed during construction and maintained at all times after the duplex is complete. 1. Wetting or drying of the open excavations should be minimized during construction. 2. All surface water should be directed away from the top and sides of the excavations during construction. 3. The ground surface surrounding the exterior of the duplex should be sloped to drain away from the building in all directions. We recommend a slope of at least 12 inches in the first 10 feet. 4. Hardscape (concrete and asphalt) should be sloped to drain away from the duplex. We recommend a slope of at least 2 percent for all hardscape within 10 feet of the duplex. 5. Backfill, especially around foundation walls, should be placed and compacted as recommended in the COMPACTED FILL section of this report. 6. Roof drains should discharge at least 10 feet away from foundation walls with drainage directed away from the duplex. 7. Surface drainage for this site should be designed by a Professional Civil Engineer. 17 June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers IRRIGATION Irrigation systems installed next to foundation walls or sidewalks could cause consolidation of backfill below and adjacent to these areas. This can result in settling of exterior steps, patios, and/or sidewalks constructed on these soils. We recommend the following precautions be followed: 1. Do not install an irrigation system next to foundation walls. The irrigation system should be at least 10 feet away from the duplex and the face of retaining walls. 2. Irrigation heads should be pointed away from the structure or in a manner that does not allow the spray to come within 5 feet of the duplex or the face of retaining walls. 3. The landscape around the irrigation system should be sloped so that no ponding occurs at the irrigation heads. 4. Install landscaping geotextile fabrics to inhibit growth of weeds and to allow normal moisture evaporation. We do not recommend the use of a plastic membrane to inhibit the growth of weeds. 5. Control valve boxes, for automatic irrigation systems, should be located at least 10 feet away from the structure and periodically checked for leaks and flooding. COMPACTED FILL Structural fill for this project may consist of approved on -site sandy gravel or imported fill. If existing fill is encountered during the excavations for the proposed duplex, then a representative of our office should be contacted to evaluate the suitability of the use of existing fill as structural fill at that time. Cobbles and boulders larger than 18 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers 10 inches should be removed from the on -site soils before placement as structural fill. The imported fill may consist of non - expansive silty or clayey sands or gravels with up to 40 percent passing the No. 200 sieve and a maximum plasticity index of 10. No cobbles or boulders larger than 10 inches should be placed in fill areas. Fill areas should be stripped of all vegetation and topsoil, scarified, and then compacted. Topsoil may be used in landscape areas. Fill should be placed in thin loose lifts then moisture treated and compacted as shown in the following table. The recommended compaction varies for the given use of the fill. We recommend that a representative from our office observe and test the placement and compaction of each lift placed for structural fill. Fill placed beneath foundations and slabs -on -grade is considered structural. It has been our experience that without engineering quality control, inappropriate construction techniques can occur which results in unsatisfactory foundation and slab performance. 1Lt Recommended Compaction Percentage of the Percentage of the Use of Fill Standard Proctor Modified Proctor Maximum Dry Density Maximum Dry Density (ASTM D -698) (ASTM D -1557) Below Foundations 98 95 Below Slab -On -Grade Floors 95 90 Utility Trench Backfill 95 90 Backfill (Non- Structural) 90 90 Notes: 1. For granular soils the moisture content should be —2 to +2 percent of the optimum moisture content. We recommend that a representative from our office observe and test the placement and compaction of each lift placed for structural fill. Fill placed beneath foundations and slabs -on -grade is considered structural. It has been our experience that without engineering quality control, inappropriate construction techniques can occur which results in unsatisfactory foundation and slab performance. 1Lt June 2, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -027 Geotechnical and Materials Engineers LIMITATIONS Although the exploratory borings were located to obtain a reasonably accurate determination of subsurface conditions, variations in the subsurface conditions are always possible. Any variations that exist beneath the site generally become evident during excavations for the proposed duplex. Also due to the presence of shallow ground water and the potential to encounter existing fill, we MUST be contacted by the contractor and /or owner so that a representative of our office can observe the completed excavations to confirm that the soils are as indicated by the exploratory borings and to verify our foundation and floor slab recommendations. The placement and compaction of fill, as well as installation of foundations, should also be observed and tested. The design criteria and subsurface data presented in this report are valid for 3 years provided that a representative from our office observes the site at that time and confirms that the site conditions are similar to the conditions presented in the SITE CONDITIONS section of this report and that the recommendations presented in this report are still applicable. We recommend that final plans and specifications for proposed construction be submitted to our office for study, prior to beginning construction, to determine compliance with the recommendations presented in this report and that the recommendations presented in this report are still applicable. 20 June 2, 2009 Job No. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnica[ and Materials Engineers We appreciate the opportunity to provide this service. If we can be of further assistance in discussing the contents of this report or in analyses of the proposed structure from a geotechnical viewpoint, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. essica E. Street, E.I. Staff Engineer Reviewed by: 33®22 �- z off' •••.......�''�• mklaL Scott B. Myers, P.E. Senior Engineer (4 copies sent) 21 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers (Generated 06101109 From ♦71 1 L NOT TO SCALE VICINITY MAP JOB NO. 09 -027 FIG. 1 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers AROSA DRIVE RC 1 NINIM2 VVIALL 1" =30' LOCATIONS OF EXPLORATORY BORINGS JOB NO. 09 -027 FIG. 2 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers 7920 TH -1 APP. EL. 7916.5 7915 WC =16 - 200 =48 b 50/3 �t 7910 7905 �� w w I A •11 H Q w w 7895 7890 7885 7880 JOB NO. 09-027 16/12 W C =13 - 200 =19 7920 7915 7910 7905 m r m D 7900 O Z �m m m 4 7895 -- 1 7890 7885 7880 LOGS OF EXPLORATORY BORINGS FIG. 3 APP. EL. 7914.2 .s. ..ter I� w �.. KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers LEGEND: ® TOPSOIL GRAVEL, Sandy, Silty, Clayey, Cobbles and boulders, Moist to wet, Loose to very dense, Reddish brown. WATER. Indicates depth of water encountered while drilling. - -- WATER. Indicates depth of water measured immediately after drilling. T REFUSAL. Indicates practical drill rig refusal on a boulder. BULK SAMPLE. Obtained from the cuttings augered up during drilling. ' SPLIT SPOON DRIVE SAMPLE. The symbol 50/3 indicates that 50 blows of a 140 pound hammer falling 30 inches were required to drive a 2.0 inch O.D. sampler 3 inches. Notes: 1. Exploratory borings were drilled on May 21, 2009 using 4 -inch diameter solid stem auger mounted on a truck drill rig. 2. Ground water was encountered at the time of drilling in borings TH -1 and TH -2 at a depth of 6.0 feet. Ground water was measured immediately after drilling in boring TH -1 at a depth of 4.5 feet and in boring TH -2 at a depth of 3.5 feet. 3. The Exploratory Boring Logs are subject to the explanations, limitations, and conclusions as contained in this report. 4. Laboratory Test Results: WC - Indicates natural moisture content ( %) -200 - Indicates percent passing the No. 200 sieve N 5. Approximate elevations are based on placing the locations of the exploratory borings on the topographic map provided by the Town of Vail and comparing the elevations taken using a Stanley Compulevel Elevation Measurement System. LEGEND OF EXPLORATORY BORINGS JOB NO. 09-027 FIG. 4 KOECHLEIN CONSULTING ENGINEERS 100 0 10 90 20 80 20 80 30 70 30 70 - 0 Z m � 40 m 60 40 u�i 60 m m EL z a_ z I 50 50 50 1. 50 ;u z z m Z m A L) -1 60 40 60 Z 40 it z w w m d m d 70 0 30 70 v 30 80 20 80 20 1 A - L L1 100 90 10 90 10 0 0 200 100 10 1 0.1 0.01 0.001 DIAMETER OF PARTICLE IN MM COBBLES 100 SAND 200 100 10 1 0.1 0.01 0.001 CLAY DIAMETER OF PARTICLE IN MM COBBLES GRAVEL SAND SILT CLAY Sample of SILT and SAND, Gravelly GRAVEL 9 % SAND 43 % Source TH -1 Sample No. Elev./Depth 1.0 -4.0 feet SILT & CLAY 48 % LIQUID LIMIT % PLASTICITY INDEX % 100 0 10 90 20 80 30 70 Z � 40 m 60 m z a_ 50 50 ;u z z m A L) 60 40 z w m d 70 0 30 80 20 1 A - L L1 100 90 10 0 200 100 10 1 0.1 0.01 0.001 DIAMETER OF PARTICLE IN MM COBBLES GRAVEL SAND SILT CLAY Sample of GRAVEL, Sandy, Clayey GRAVEL 48 Source TH -2 Sample No. Elev./Depth 9.0 feet SILT & CLAY 19 PLASTICITY INDEX GRADATION TEST RESULTS % SAND 33 % % LIQUID LIMIT % Job No. 09 -027 FIG. 5 KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers CLAYEY BACKFILL 10 _ - - - MANUFACTURED =111 =1 I -- - WALL DRAIN COMPACTED BACKFILL I J/- RETAINING WALL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) WATERPROOFING FILTER PERFORATED PIPE NOTES: 1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 118 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO.4 GRAVEL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE. 4. THE BELOW GRADE CONCRETE RETAINING WALLS SHOULD BE PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING OR AN EQUIVALENT PROTECTION METHOD. TYPICAL RETAINING WALL DRAIN DETAIL JOB NO. 09 -027 FIG. 6 SUMMARY OF LABORATORY TEST RESULTS TABLE I HOLE SAMPLE DEPTH (ft) NATURAL MOISTURE CONTENT ( %) NATURAL DRY DENSITY (pef) ATTERBERG LIMITS PASSING NO. 200 SIEVE ( %) PERCENT SWELL AT 1,000 PSF ( %) SOIL TYPE LIQUID LIMIT o ( /o) PLASTICITY INDEX ( %) TH -1 1.0 -4.0 16 48 SILT and SAND, Gravelly TH -2 9.0 13 19 GRAVEL, Sandy, Claye JOB NO. 09 -027 KOECHLEIN CONSULTING ENGINEERS, INC. EAGLE RIVER WATER & SANITATION DI STRICT F 846 Forest Road • Vail, Colorado 81657 (970) 476 -7480 • FAX (970) 476 -4089 October 26, 2009 OCT 1 2009 TOWN OF VAIL Timm Nina Housing Coordinator F IL E COPY g Booj Town of Vail 75 S. Frontage Road Vail, Colorado 81657 Subject: Sewer Service Variance Request for 2657 Arosa Drive, Duplex Dear Nina: The District has received and reviewed your letter dated October 9, 2009 requesting a variance to allow a shared sewer service for the above referenced duplex. This is to inform you that your variance request has been granted, subject to the following conditions: 1. The Town shall record this letter and the Town's letter referenced above against both properties so that future Owners will be aware that this variance condition exists. 2. A copy of the civil plans showing the location of the shared and unshared portions of the sewer services; 3. Provide the District one copy of the recording for each duplex unit for its Customer Service files. The above items shall be submitted to the District prior to connection to the District's sewer system. The Property Owners of both duplex units will own in common the shared portion of sewer service from the sewer main to the wye, and will be jointly responsible for its maintenance. Upstream of the wye, each portion of sewer service will be owned by the owner of the duplex it serves, owners will be singly responsible for maintenance of this portion of the sewer service. Please contact me if you have any questions. Sincerely 1 ) 1 4QIJ� Fred S. Haslee Regulations Administrator cc: Customer Service Account Unit A: 186240 - 00730100 Customer Service Account Unit B: 186240 - 00730110 Roby Forsyth, ERWSD AV WATER, WASTEWATER, OPERATIONS & MANAGEMENT SERVICES REI STRUCTURAL MEMORANDUM J a n uary 18, 2010 TO: Scott Ashburn / Viele Construction FROM: Sean Molloy SUBJECT: 2657 Arosa Drive Duplex Shop drawing review Scott, In regards to the SIP panel and truss shop drawings for the Arosa Drive Duplex, REI Structural has received and reviewed the shops drawings for general conformance with the structural documents. REI Structural received the SIP panel shop drawings from Big Sky Insulation and returned the drawings on October 11, 2009 marked "Furnish As Corrected ". REI Structural received the truss shop drawings from ITW Building Components Group and returned the drawings on October 20, 2009 marked "Furnish As Corrected ". Please call if you have any questions. Thank you, Sean Molloy Associate REI I Structural cc: 1801 Broadway Suite 250 Denver, CO 80202 303.575.9510 303.575.9515 0150 East Beaver Creek Blvd. Unit 204A. PO Box 8009 Avon. CO 81620 970.748.0711 970 748.0722 N 90 20' 19'6 "8 6'4" 24'4" T - 2' m 2' 111/20/09 S,lNI - + bo 2, Truss - to -terse hanger - -- � / connections shall he furnished + _ 90 hs the muss supplier. - - 2 ' CO K -1 _ S -1 2' r -- - - � o 2 — 2 N -1 -- ' '5" i ; , a m r r r r r r r r P 1 i LOADED FOR MECHANICAL UNITS I � LOADED FOR - -- - MECHANICAL UNITS X_ 1 Y -1 N Z -1 Q 1 7 N N go rt N CV N N N N (V N rt O rt y OI (V N N N N N (V N N N N N (V N N.— — — + + -F- — — -� — -+ -� — — N W z J L W d W z cf) Y W 0 - W O O z } m < m m N LMwQm 2Uz2z O�oU) W ,ofI< UdOfn7) - - o- 2 , 31' 8'6"8 — 14 16" 17'9" — JOB NO 20146 PAGE NO: 1 OF 1 PDF created with pdfFactory Pro trial version w pdffactorv.com TOWN March 15, 2010 To: Town of Vail Building Department From: Town of Vail Community Development Department Re: Vail Ridge — Lot 8, Block C (2657 Arosa Drive) To Whom It May Concern: Please be advised the electrical contractor for the duplex at 2657 Arosa Drive is no longer A -Phase Electric. As of March 3, 2010, Double M Electric (Town of Vail License No. 395 -E) will be the electrical contractor. Please feel to contact me at 970.479.2144 if you have any questions or need additional information. Regards, e Nina Timm( Housing Coordinator Town of Vail 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 Job Address: 2657 AROSA DR VAIL Location.....: WEST UNIT Parcel No...: 210314204025 Project No OWNER TOWN OF VAIL 75 S FRONTAGE RD VAIL CO 81657 APPLICANT THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112 -S CONTRACTOR THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112 -S 10/23/2009 Permit #: A09 -0079 Status ...: ISSUED Applied..: 10/23/2009 Issued . .: 10/28/2009 Expires . .: 04/26/2010 10/23/2009 Phone: 970 - 949 -4638 10/23/2009 Phone: 970 - 949 -4638 Desciption: NEW TWO- FAMILY DWELLING: INSTALL FIRE ALARM SYTEM IN WEST UNIT Valuation: $1,000.00 ************#************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *# Electrical -- ------- > $0.00 Total Calculated Fees - -> $ 325.50 DRB Fee — ------ -> $0.00 Additional Fees -- — ------ > ($ 325.50) Investigation ---- > $0.00 Total Permit Fee--- - - - - -> $0.00 Will Call -- ------- > $0.00 Payments--------- - - ---> $0.00 TOTAL FEES --> $325.50 BALANCE DUE-- - - - - -> $0.00 Approvals: Item: 05600 FIRE DEPARTMENT 10/27/2009 mvaughan Action: AP CONDITIONS OF APPROVAL Cond: 52 Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES Standards DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970 - 479 -2252 FROM 8:00 AM - 5 PM. 75 South Frontage Vail, co n o n A. 17f) FIRE ALARM PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include information listed on the 2 page of this form. Application will not be accepted without this information. ........................................................................................................................ ............................... Project/Street Address Contractor Information: Company: � iP ( � � - lYOY� 1C Company Address: C J ") City: [\-r o + \ State: Zip: In ZD Contact Name: ���11 50►r1 Contact Ph: I r 1 - II ++ �D� Cell: E -Mail YGY1 `� k'}1: �QC�r or'7ICS�Cbm Town of V i Contra to Registration No.: X \ Contractor Signatur$ (required) Property Information i Parcel #: ............................... .... .......... .. ............ ....... ... ... ....... ........................... Project #: 1 p 1 n V ? - I Building Permit* 1 '0 a + p Alarm Permit #: V �W 1 ...... ........ ................................................. Detailed Description of Work: (use additional sheet if necessary) ........................ _ Value of Fire Alarm: $ no . on (Labor & Materials) .........................._ _ ....... _ .........__ .. __ _ _ Work Class: New V ' Addition ( ) Remodel( ) Retro -Fit ( ) Repair ( } Other( ) ............... I.......... _ . _ .......... Legal Description: Lot #: �1 Block #: Work Type: Subdivision: Interior (Exterior ( ) Both { ) Building /Complex Name: Type of Building: Single-Family( ) Duplex V t Multi-Family( ) Owner Name: T6_o,­li cA- \) (A 1, Commercial ( ) Restaurant ( ) Other ( ) (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or visit -- - - _ .......................... www.eaglecouty.us/patie) Does a Fire Alarm Exist. Yes ( ) N r_$te itceived: �Y Y Does a Sprinkler System Exist? as Submitte �= Approved as i rAW__-- - ----- OCT 2 2 2009 TOWN OF VAIL I LA Uld a = Honeywell Honeywell's VISTA -50P Control Panel provides the flexibility of up to eight independent partitions with the economy of a single control. FEATURES Dependable features to meet your most demanding installations: • Nine hardwired zones standard • Expandable to 87 total zones • Eight partitions standard • 75 user codes work in all partitions • Seven authority levels • 224 event memory log /printer option • Four trigger outputs • 5800 Series wireless compatibility • Supports two -wire multiplex End users will appreciate the easy -to -use convenience and control features of the VISTA -50P: • Wireless remote controls (featuring single button system operation): — 5804 - Four -Button Wireless Key — 5804BD - Bidirectional Four -Button Wireless Key with system status feedback • Single or dual -button wireless personal panic: — 5802MN — 5802MN2 • Home control features activate lights, appliances, garage doors and numerous other devices • Scheduling of events (real time clock) • The VISTA Interactive Phone Module (VIP) gives the • Keypad macro features end -user control of their system from any touchtone • Master console option for viewing all phone. The 4286 VIP responds in English, with a partitions at a glance vocabulary of over 100 words • Common lobby logic • Full English display kEt ds to Clear understanding �- of .system- stus and zone locations • Fast downloading • Timed.eybdi applications: • Supports up to 16 relays and /or X . ; = Opons :garage doors and,�,..� >� s� �� • Quick start programming 'turns on lights Provides" Iise. while — d • False alarm features ~ " :awdgVom horn . v i 6 '• • UL Commercial Burglary listed +�; - __ _� -'' — imit access to parts of the (VISTA- 50PUL) . w home at certain times a ............. VISTA -50P CONTROL PANEL SPECIFICATIONS Electrical • Aux power 12VDC, 750mA max • 16.5 VAC /40 VA transformer • Alarm output 12VDC, 1.7 Amps max • For UL installations, combined Aux and alarm output cannot exceed 750mA Output Control • Supports up to four relay boards (Part No. 4204) • Each board supports four relays for a total of 16 • Optional X -10 interface (Part No. 4300) may be used to control X -10 receiving devices • Each X -10 receiver address counts as one relay when computing total relays • Real time clock can be used for relay/X -10 control Zones • Nine hardwired zones • Selectable response on zone 9: 10MSec or 500MSec • Assignable to any partition • 14 zone types to choose from • Programmable swinger suppression Communications • Touchtone or pulse • Formats supported: ADEMCO Contact ID, ADEMCO 4 + 2 Express, ADEMCO low speed • 3 +1, 4 +1 and 4 +2 reporting • Reporting capabilities: Split, Dual, Split/Dual • Low battery reports 11.2- 11.6VDC • Expanded reporting • Up to four digit PABX codes supported • True dial tone detection • Double pole line seizure • AC loss and restoral reporting supported Supported Devices Hardwired Expansion Devices • 4208U Eight -Zone Expansion Module • Keypads — 6139 Custom English (required for programming) -100mA — 6128 Fixed English LCD - 30mA • Voice Module 4286 VIP -160mA • Two -Wire Smoke Detectors • Duct Detectors • Serial Printer • Polling Loop Devices • Key Switch Devices Wireless Receiver Systems • 5800 Series — 5881 ENL up to 8 zones -50mA — 5881 ENM up to 16 zones -50mA — 5881 ENH up to 26 zones -50mA • All Receivers Support: — Diversity reception with two antennea — Remote mounting for best location — Use of second receiver for maximum coverage or tough installations — Unique supervision and low battery indications by point Transmitters • 5800 Series — Three volt Duracell lithium batteries — One mile range — Tamper standard Agency Listings • UL Residential Fire and Burglary and CSFM • UL Commercial Burglary (VISTA- 50PUL) ORDERING VISTA -SOP Control Panel Automation and Control Solutions Honeywell Security & Communications 2 Corporate Center Dr. Suite 100 P O. Box 9040 Melville, NY 11747 www.honeywell.com WIS50P /D Sephert 2008 © 2008 Honeywel irtemational Inc. Honeywell The 6160 Deluxe Keypad is easy to install and simple to use. The attractive white console blends with any decor and features a contoured, removable door that conceals illuminated soft -touch keys. The 6160 also features a new larger and brighter 32- character display with easy -to -read plain - English status messages. The oversized function keys are easily accessed even when the keypad door is closed, and can be programmed for fire, burglary, personal emergencies and other operations. Colored self- adhesive labels are included. FEATURES • Large, easy -to -use keypad • Zones and system events displayed in plain English • System functions clearly labeled • Keys continuously backlit for greater visibility • Speaker with audible beeps to indicate: System status Entry/exit delay Other alarm situations SPECIFICATIONS • No confusing blinking lights • Four programmable function keys • Functions performed by just entering security code plus command • White with removable door blends with any decor Physical • 5- 5/16 "H x 7 -3/8 "W x 1- 3/16 "D (135mm x 190mm x 30mm) Current Wiring • - (Black): Ground • + (Red): +12 VDC (Aux. Power) • D1 (Green): "Data in" to control panel Compatibility • Fully compatible with all VISTA controls. • Standby -40mA • DO (Yellow): "Data out" from • Activated Transmission- 160mA control panel ORDERING 6160 Alpha Display Keypad Honeywell Security & Custom Electronics M— on �� %MAM Honeywell International Inc. PO Box 9035 ccos070 Syosset, NY 11791 Lffi'6oD September 2W6 www.honeywell.com 0 2006 Honeywea Iraematronai Inc. -�.�� ....�... , � �, . 5192 \ ��, M An ADEMCO Group Company Smoke Detector The ADEMCO 5192 Series low profile, addressable V- Plexrm smoke detectors deliver state -of 5192 Series the -art features and benefits in a cost - effective package. These detectors are designed to provide open area coverage and are compatible with ADEMCO's VISTA controls supporting V- Plex technology. An LED on the detector will blink periodically during normal conditions, remain on steady during alarm and cease to pulse if the chamber is out of acceptable sensitivity v� •w ; range. An extremely powerful feature available within the 5192 Series is the Automatic Maintenance Alert/Reporting capability - a feature normally found in today's high end analog addressable systems. The detectors continually monitor their own sensitivity levels in addition to the basic normal and alarm conditions. These HIGH and LOW SENSITIVITY signals are communicated back to the control, via the V -Plex addressable loop, to indicate locally and at the central station that the detector may not be able to detect smoke or may false alarm. This feature works with Vista- 321`13,128FB, 128B and First Alert Professional FA1600C. More important is the cost saving associated with Automatic Maintenance Reporting. The feature is an approved alternate to NFPA 72 field sensitivity calibration testing that require external test meters. This eliminates the need to schedule inspections to determine detector sensitivity /viability. Another important benefit of these V -Plex (addressable] smoke detectors is their ability to operate on existing wiring. There is no need to run special twisted pair, data grade or shielded wires, providing you with the right choice for all your retrofit applications. That equates to cost savings in time and materials! FEATURES: ♦ Low profile design ♦ V- Plex"m addressable loop device ♦ Automatic maintenance reporting ♦ Available with integral heat sensor ♦ Simple 2 wire installation ♦ Tamper resistant ♦ DIP switch or serial number programmable ♦ Lines on existing or conventional wiring APPLICATIONS The 5192 Series smoke detectors are designed to provide open area coverage and are well suited for most fire detection applications. These smoke detectors are compatible with all ADEMCO VISTA Fire and Burglary controls that support V -Plex addressable loop technology. These agency listed alarm initiating devices support most commercial and residential applications. They are suited for use in museums, hospitals, day care centers, retail stores, strip malls, schools, libraries, fast food chains, medical or professional office suites and in factory and warehouse environments. GF?OUP COMMERCIAL SYSTEMS DIVISION An ADEMCO Group Company INSTALLATION The 5192 Series smoke detectors are supplied with a convenient mounting bracket that allows the detector to be mounted to a variety of electrical junction boxes. A removable terminal block, that accepts 14 to 22 gauge wire to Ordering Infonnation Part No. Description 5192SD Addressable Photoelectric Smoke Detector 5192SOT Addressable Photoelectric Smoke Detector w /Integral Heat Sensor provide easy wiring connections. The detectors are designed to meet all applicable requirements for UL Commercial and Residential Fire installations as well as NFPA 72 requirements when installed in compliance with the National Electric Code and approved /listed control panels. UUMrAl Irs111-11 i r These smoke detectors are compatible with all VISTA control panels that support V -Plex (addressable) polling loop technology. The detectors support DIP switch or serial number addressing. DIP switch configuration are compatible with 5140XM, VISTA -40, and VISTA - 50P controls. Serial number addressing is supported on VISTA -32FB, VISTA -100, VISTA - 128FB, VISTA -128B and First Alert Professionals FA1600C controls. Refer to control panel and smoke detector installation instructions for details. Automatic Maintenance Reporting Compatibility The automatic maintenance feature is compatible on with the following control panels ONLY VISTA -32FB (coming soon), VISTA- 1281`13, VISTA - 128B and First Alert Professionals FA1600C. The automatic maintenance may be disabled for all other controls that do not support this feature. Refer to control panel and smoke detector Installation Instructions for details. SPECIFICATIONS Electrical: System voltage range: ♦7 -14V Standby current (maximum @ 12V): ♦ LED off: 1.2mA ♦ LED on: 2.8mA Mechanical: Diameter. ♦ 5.5 inches (140mm) ( including mounting bracket) Height: ♦ 1.7 inches (43mm) (including mounting bracket) Weight: ♦ 5.3 ounces (150 grams) Environmental: Installation temperature range: ♦ 32° to 100 °F (0° to 38 °C) Installation humidity range: ♦ 10% to 93% RH, non - condensing Heat sensor (5192SDT only): ♦ 135° fixed temperature electronic thermistor EMI: • Meets or exceeds the following requirements: • FCC Part 15, Class B Device • IEC EMC Directive AGENCY LISTINGS Fire: • UL268 Commercial System Smoke Detector • Meets OF 217 Requirements for Residential Applications • Factory Mutual(Pending) • California State Fire Marshall • MEA (Pending) COMPATIBLE DEVICES • VISTA -40 Partitioned System *(Residential Fire) • VISTA -50P and VISTA -50PUL Partitioned System *(Residential Fire) • VISTA -100 Integrated Fire /Burglary Control *(Commercial Fire) • VISTA -128FB Integrated Fire /Burglary Control (Commercial Fire) • VISTA -128B Partitioned Burglary Control (Residential Fire) • VISTA -32FB Integrated Fire /Burglary Control (Commercial Fire Pending) *Automatic Maintenance Reporting feature not supported by control panel 165 Eileen Way, Syosset, New York 11791 •Copyright ©1998 Pittway Corporation AD { 5 . >MCv.. ADEMCO is an IS09001 Registered Company G R O U P L/5192/D 1/99 COMMERCIAL SYSTEMS DIVISION _J i a Q— ru a. r Cn J 0 I L a +, }�1 i — U W W to m DIP i SWITCH REMOVABLE Q TERMINAL BLOCK 5 O I i U I Wiring diagram for 5192SD /SDT smoke detector Ordering Infonnation Part No. Description 5192SD Addressable Photoelectric Smoke Detector 5192SOT Addressable Photoelectric Smoke Detector w /Integral Heat Sensor provide easy wiring connections. The detectors are designed to meet all applicable requirements for UL Commercial and Residential Fire installations as well as NFPA 72 requirements when installed in compliance with the National Electric Code and approved /listed control panels. UUMrAl Irs111-11 i r These smoke detectors are compatible with all VISTA control panels that support V -Plex (addressable) polling loop technology. The detectors support DIP switch or serial number addressing. DIP switch configuration are compatible with 5140XM, VISTA -40, and VISTA - 50P controls. Serial number addressing is supported on VISTA -32FB, VISTA -100, VISTA - 128FB, VISTA -128B and First Alert Professionals FA1600C controls. Refer to control panel and smoke detector installation instructions for details. Automatic Maintenance Reporting Compatibility The automatic maintenance feature is compatible on with the following control panels ONLY VISTA -32FB (coming soon), VISTA- 1281`13, VISTA - 128B and First Alert Professionals FA1600C. The automatic maintenance may be disabled for all other controls that do not support this feature. Refer to control panel and smoke detector Installation Instructions for details. SPECIFICATIONS Electrical: System voltage range: ♦7 -14V Standby current (maximum @ 12V): ♦ LED off: 1.2mA ♦ LED on: 2.8mA Mechanical: Diameter. ♦ 5.5 inches (140mm) ( including mounting bracket) Height: ♦ 1.7 inches (43mm) (including mounting bracket) Weight: ♦ 5.3 ounces (150 grams) Environmental: Installation temperature range: ♦ 32° to 100 °F (0° to 38 °C) Installation humidity range: ♦ 10% to 93% RH, non - condensing Heat sensor (5192SDT only): ♦ 135° fixed temperature electronic thermistor EMI: • Meets or exceeds the following requirements: • FCC Part 15, Class B Device • IEC EMC Directive AGENCY LISTINGS Fire: • UL268 Commercial System Smoke Detector • Meets OF 217 Requirements for Residential Applications • Factory Mutual(Pending) • California State Fire Marshall • MEA (Pending) COMPATIBLE DEVICES • VISTA -40 Partitioned System *(Residential Fire) • VISTA -50P and VISTA -50PUL Partitioned System *(Residential Fire) • VISTA -100 Integrated Fire /Burglary Control *(Commercial Fire) • VISTA -128FB Integrated Fire /Burglary Control (Commercial Fire) • VISTA -128B Partitioned Burglary Control (Residential Fire) • VISTA -32FB Integrated Fire /Burglary Control (Commercial Fire Pending) *Automatic Maintenance Reporting feature not supported by control panel 165 Eileen Way, Syosset, New York 11791 •Copyright ©1998 Pittway Corporation AD { 5 . >MCv.. ADEMCO is an IS09001 Registered Company G R O U P L/5192/D 1/99 COMMERCIAL SYSTEMS DIVISION cep,,,. / JffAhl 5600 Series Mechanical Heat Detectors System Sensor's 5600 series mechanical heat detectors offer a lo vv- cast means for property pfotection against fire, and fornon-Irie-safetyinstallations where smoke detectors are inappropriate. Features Multiple configurations for installations: - Single- and dual- circuit models - Fixed rernp and combination fixed- temp / rage -of -rise 135 °F or 194 °F ratings. Plain housing for residential installations (Model 5601 P) Easy -to -use terminal screws • A broad range of back box mounting options: - Single gang - 3.5" and 4' Octagonal -< square with square to round plaster ring • Reversible mounting bracket Ag ency Li stings tL < F M > MEA e LISTED APPROVED approved P �. 199-03-L 727&12D9.227 Multiple configurations. The 56(K) series offers a full -line al' configurations to accoi nrnodate a broad range cf applications. Both single- and dual- circuit models are available for low- and high - temperature ravings with either fixed temperature or combination fixed temperature/ rate of (ROR) act vation.. The ROR element of the lxed /ROR models is restorable to atrcornmodate field- testing. Installation fle)dbility.To satisfy a variety of installation needs, the 5600 series easily mounts to single -gang and octagonal back boxes. And these models accommodate four - square back boxes, when used with a square to round plaster ring.The reversible mounting bracket permits both flush- and surface -incunt back box installations. Visual identification. The 5600 series provides clear markings on the exterior of the unit to ensure that the proper detector is being used. Alphanumeric characters identify the activation method, as well as the temperature rating, in Fahrenheit and Celsius degrees. Fixed temperature models are identified FX, while combination fixed/rate- of-rise units are marked FX/RGftThe 56010 series also provides a post- activation indicator in the form of a collector. When the detector is activated, the collector drops from the unit, making it easy to identify the unit in alarm. tions Mechanical heat detector shall be a System Sensor 5600 series model number listed to Underwriters Laboratories UL S21 for Heat Detectors for Fire Protective Signaling Systems. The detector shall be either a single- circuit or a dual - circuit type, normally open. The detector shall be rated for activation at either 135ef (57°C) or 194°F (90 °C), and shall activate by means of a fixed tertt(.-erature then(ial sensor, or a cornbinaticct fixed tern[ - rat :1: hate- of-rise ttx :rrnal sensor. The rate -of -rise element shall be activated by a rapid rise in temperature, approximately 15 °F (83 °C) per minute. The detector shall include a reversible mounting bracket for mounting to 3 -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a square to round plaster ring. Wiring connections shall be made by means of SEMS screws that shall accommodate 14 -22AWG wire. The detector shall contain alphanumeric markings on the exterior of the housing t0 identify its temperature I elfin^, and activation method. Is le rate- or-rise e'temMt r� f�Nnf irk ?[#Ctrl f1Xej iF- m7 °ratUt°,�rote� .^f-1'IY,' n'Kxj °!5 shall be restorable, to Mow for NM- tes^ng. The detect ors sh;ai inaude an externai :?Ilector that shall Iron, upon activation t.; identify the unit in ala1 m. ::( �, 06. $ iii5i�: liiS,/ ri�iiiifi ,'i')iititiri�itiifiai�fii! �i ?i r �' �» fi � 7�' / f � �%)3`�i?'iai�i, :�ii.fxs•> . Maximum Installation Temperature 5601 P, 5603,562 1, and 5623: 100°F (38 °C) 5602, 5604, 5622, and 5624:150°F (65.6°C) Operating Humidity Range 5 to 95%RH non- condensing Dimensions with mounting bracket Diameter. 4.57 inches (I 1.6cm) Height: 1.69 inches (4.3cm) Alarm Temperature 5601 P, 5603, 5621, and 5623:135'F (57 °C) 5602, 5604, 5622, and 5624: 194 °F (90 °C) Weight 6 oz (170 grams) Rate - of - Rise Threshold 15 °F (8.3 °C) rise per minute (models 5601 P, 5602,562 1, and 5622 only) Mounting 3 -inch octagonal back box 4 -inch octagonal back box Single gang back box 4 -inch square back box with a square to round plaster ring ! �•r.���iiki�.ifi�'�f.�ii��i %'' !� ! iii i i �!i 2 ,. ! /!i i ii fii .. ` l r'fi'/.Tslr7iii iii /. �.`. >.'.c rr�f: Operating Voltage / Contact Ratings 6- 125VAC / 3A 6 -28VDC / 1 A 125VDC / 03A 250VDC / 0.1 A -------------- -- ----- -- --- ---- ---------- - - --- - -- - -- -- -- - - --- -- — _ InputTenninals 14 -22 AWG C ./ 5601P 5602,5622 5603,5623 5604,5624 5621 Ordering Information t f! /f /f �'Y:{1 yJ >.:.`.::. a k..., � •f •. - +$ i{ %4 L � d' /L{✓F -. r /r � ��. . ?' . : - ......._. ;.. �C`)'^..<�:,< :Sc'•.i . ` .: �. dime'&$ R2ua�ti' �a•.c'3 \i¢Uec<� «i.}>�.e>•.R33o6 5601 P Single None 135 °F (57 °C) Fi x e d Temperatur Rate -o f Ris 50 feet x 50 feet (15.24m x 15.2m) 5602 S ingl e Lette ring 194 °F (90°C) Fixed Temperature / Rate -of -Ris 50 f eet x 50 f eet (15 -24m x 15.2m) 5603 Single Lettering 135 °F (57°C) Fix T e mp e r ature 25 feet x 25 feet (7.62m x 7.62m) 5604 Single Lettering 19 °F ( 90 °C) Fix Tempe 25 feet x 25 feet (7.62m x 7.62m) 5621 Dual Lettering 135 °F (57 °C) Fixed Temperature / Rate -of -Rise 50 feet x 50 feet (15.24m x 15.2m) ---- ------- --- --- - — - -- - -- - - -- — -- - - - - -- -- - ----- --- ---- --- - - -- - — ----- — — — - -- - — 5622 Dual Lettering 194 °F (90 °C) Fix T e mp erature / Ra -of -Rise 50 feet x 50 feet ( S.24m x 15.2m) 5623 Dual Lettering 135 ° ( 57 °C) Fix T 25 feet x 25 feet (7.62m x 7.62m) 5624 Dual Lettering 194 °F (90°C) Fixed Temperature 2S feet x 25 feet (7.62m x 7.62m) *NOTE: Refer to N FPA72 guidelines for spacing reductions when ceiling heights exceed 10 feet. y° Y. 111 ° 3825 Ohio Avenue • SL Charles, IL 60174 kA. rxatkr wt loo6sys>�o s�D�t srr. het /o�lany.- x�'fKet•xRk:?. Wy:.ry,;zn * :zn:e�ee, ^��'�r Phone: 800- SENSOR2•Fax: 630- 377 -6495 `urR ProdW int&'.an .kX1La"Vit*wigt` 9wof this data stce. ADS -0351-001.11/06•#1676 Installation Instructions 4193SN Serialized Interfac e Module (SIM) The 4193SN is a serialized two -zone expander used to connect alarm sensing devices to controls which support serial number polling loop devices (i.e., Vista - 40, Vista -50P, and Vista -100). The 4193SN can be Configured as one supervised zone (10K EOLR) and one unsupervised zone, or two unsupervised zones (normally closed devices only). Consult the control panel installation instructions for programming information. E=lectrical Specification: Voltage: 7 -11VDC (as supplied from the Ademco control panel for multiplex polling loop) Current: 1.5mA WHITE (LOOP 1) SUPERVISED EOLR 10K RED ( +) YELLOW (LOOP 1) UNSUPERVISED POLLING LOOP GREEN (LOOP 2) UNSUPERVISED BLACK ( -) I ! BLACK (COMMON) Wiring Diagram U LISTED S789 For Fire Applications: The 4193SN must be rnounted inside the control panel cabinet or inside a UL- Listed junction box. Loop 1 must be used in the supervised configuration for Fire. Loop 2 may be used for Burglary. For fit_ Burglary Applications: If using an unsupervised zone of the 4193SN, the unit must be mounted within 3 feet of the alarm initiating device, with no intervening barriers. ~ SYS EP I .ixv. :vii /tin.• /!. / /rardf /'iii! f/. f. Mini -Horns The SpectrAlert°Advance series of mini -horn sounders are designed to simplify installations to provide primary and secondary signaling for fire and se%urity applications. Features 12 and 24V operation High and low volume settings -Temporal and non - temporal tones • Mounts to single gang back box • Compatible with MDL sync module • Mechanically and electrically compatible with PA400 series Mini - Alert" sounders A gen cy L istings U'L F M LISTED narnovEO MEA = ' approved PP - 3028007 Mt47 -07 -t 7135-165 1196 SPECTW- Am & - im y The MHR and MHW mini -horns operate at 12 and 24 volts and are ideal fior hotel, motel or residential fire system applications, where a smaller notification devrce is des:red.The rnini -horns offer high and low volume settings, and temporal or non- temporal tones. The horns can be mounted to single gang back boxes for aesthetically sensitive applications. Synchronization is also provided when using the MDL module. The MHR and MHW mini -horns can operate between 32 and 120 d- greet: faNenheit from a regulated DC or full -wave rectified, unfiltered power supply.They are listed to Underwriter's Laboratories Standard UL 464 for fire protective signaling systems. SpectrAlert' Advance Mini -Horn Specifications Mini -horns shall be a System Sensor Model MHR or MHW capable of operating at nominal 12 or 24VDC and shall mount to a single gang back box. Mini- horn shall he listed to Llnderw iter's Laboratories Standard i1L464 mr fire protective signaling systems. Mini - hems shah cperat< behveen 32 and 120 degrees Fahrenheit from a regulated f /:, or fi;li - rectified, unuttered por e- supply. When used with tnc Sync - ircuit" Module, l2 -volt ialed nollfication appliance crcuil outputs shall operate bet•,veen r:in ^and 1 olts; 24 voll E,t?d notification api;liancz circuit outputs shall ooerate ben " ?. -n 17 and 33 voll< �sasn '?n;;: «.c.<(;,kwlti \tikr�tiS4n.. , .,, ♦. ♦ � ♦ . � .. ...... ... .... ....rv.., .. Dimensions 4.6" r 2.9 -I N x A 5 T, Weight 2.67 oz. Operating Temperature Range 32 °F to 120T (0 °C to 49°C) --------------------- ------- ----- ------ ------ - - ---- ------------------------------------------------------------------ -------------------------------------- ------------------------- Mounting Surface: single-gang back box Flush: 4 - x 4 - 6@L: deep back iti x i2Y'4 deepI Input Terminals 12 to ISAWG Nominal Voltage Regulated 12DC/FWR or regulated 24DC/FWR _ Operating Voltage 8 -33 Operating Voltage with MDL 9 -33 UL Sound Output and Current Draw Data ;�r:� {;fsa �, obi ° • - ' :::S•�,. ... � .. ,.. t ... i � .,. 69 73 .. Switch Setting Pattern Output Level 8 -175 VDC 8-175 VFWR Nom inal 12 VDC Nominal 12 VFWR 16-33 VDC 16-33 VFWR 1 Temporal High 68 67 71 70 78 76 2 Temporal Low 66 65 69 68 76 75 3 Non - temporal High 72 71 75 74 80 79 4 ' Non-temporal Low 70 69 73 72 78 77 f42c �}� \1 \ \,�fAki. 6gy \110.\Ya\��st1 }.. �.�U 1. •....�j�������5. 5 ����� � �`lix���'. SrT.,�r��� / � / �����1� ��i'. 8-175 Volts 16-33 Volts Switch Position -- -- ------------ --- ----- -------------------- Sound Pattern -- ---- -------- — --- Volume --- - - --- - - - - - DC -- -- - FWR - -- -- - DC -- -- — ----------------------------------------- FWR 1 Temporal High 12 10 17 15 2 Temporal Low 10 9 14 13 3 Non - temporal High 22 17 29 25 4 Non - temporal Low 17 13 21 19 Ordering Information MHR Mini -Horn, Red MHW Mini -Horn, White S E- V 3825 Ohio Avenue • St. Charles, IL 60174 aU, :� rxaez.� , y,1 ��A•znu „UnP nyr >rer,M w : ,z,, 1-d— % ` w rc� i a annda�ymeiaresanamsaaa G snee. Phone' 800 SENSOR2 •Fax' 630 377 -6495 /p5-0414- 000.1/0741743 Selectable Output Horns, Strobes, and Horn /Strobes SpectrAlert'Advance selectable-output horns, strobes, and horn /strobes are rich with features guaranteed to cut installation til res and maximize profits. The SpectrAlert Advance series of notification appliance_ is designed to simplify installations, with features such as plug in designs, instant feedback messages to ensure correct installation of individual devices, and 11 field - selectable candela settings for wall and ceiling strobes and horn /strobes. 'A'hen installing Advance products, first attach a universal nx;untinq plate to a four -inch square, four -inch octagon or double -gang junction box. The two -wire mounting plate attaches to a single -gang junction box. Next, connect the notifica lion appliance circuit wirina to the SEMS terminals on the mounting plate. Finally, attach the horn, strobe or horn /strobe to the mounting plate by inserting the product's tabs in the mounting plate's grooves. The device will rotate into position, locking the product's pins into the mounting plate's terminals. The device will temporarily hold in place with a catch until it is secured with a captured mounting screw. 'he SpectrAlert Advance series includes outdoor notification appliances. Outdoor strobes and horn /strobes (two wire and four wire) are available for wall or ceiling. Outdoor horns are available for wall only. All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. Features m L--- __ . ............. • Electrically compatible with existing SpectrAlert products Automatic selection of 12- or 24 -volt operation at 15 and 15/75 candela Plug -in design • Field selectable candela settings on wall and ceiling units: 15,15/75, 30, 75, 95, 110,115, 135, 150, 177, 185 • Same mounting plate for wall- and ceiling -mount units • Shorting spring on mounting plate for continuity check before installation •Tamper resistant construction • Outdoor wall and ceiling products rated from —40 °F to 151 IF • Design allows minimal intrusion into the back box • Horn rated at 88+ dbA at 16 volts Rotary switch for horn tone and three volume selections Outdoor products UL listed to UL 1638 (strobe) and UL 464 (horn) outdoor requirements • Outdoor products rainproof per UL 50 (NEMA 3R) • Compatible with MDL sync module Ase myML4 legs ------------ __ S%NMMG F M MEA 7115.1653'186 (Indoor ;hnb 5) 730 .655,87( -tdo trobesl ;® 7115 - 1653.188 ftrn /stub . �1SrEn APPROVED approved 7135- 16S3189(h M hi—) '. 102 1`, 1) .MEA452LS{ SPECTP&Aiert SpectrAlert Advance Specifications �ti�A�b.+�. \iti;R'ciil ?i3 tr� �1�� ~. .... , ..... . _ .. ... .. . ......... .. ...:. � '•..:.. yet \ ;o <i: ista�i�yy�: � :"R General SpectrAlert Advance horns, strobes and hom /strobes shall mount to a standard 4 x 4 x 1 i72 -inch back box, 4 -inch octagon back box or double -gang back box. Two -wire products shall also mount to a single -gang 2 x 4 x 1 - 1 4 -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products.The rv.6cation appliance circuit wiring shill terminate at the u: ev; :ral mounting plate Alsa, S1x- ctrAkit .Advance products, when used vrth the Sync {ircuit P oclule dccessory, shall be [Y.Ywered f corn a non - coded notification appliance circuit output acrd shall operate on a nominal 12 or 24 volts. When usw' with the Syrc•Qrc_ii, Module, l 2 -volt rated rioificatior appliance circuit outputs shell operate bens;een cane and 17.5 %rolts; 2+'vr4t rated noiifrcation appliance circuit outputs shall operate between 17 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit frofn a regulated DC, or full -wave rectified, urifiitered power suppy% Strobes aria hortvstr otxas ,hall have field - selectable candela seitings ;nclud :rig 15,15; 7 5, 30, 75, 95, 110, 115, 135,150, 177, 185. Strobe The strobe ;hall hf a System Sensor Sf�ectrAlert Adaarr- e'vtc..le1 listed to UL 1971 and shall t o approved for fire protective wrvice. l he strobe Shall be wired as a primary - signaling notification appliance and comply with the Airericans w Disabilities abilities Act requirements for AisliNe signaling appliances, flashing at 1 Hz over the strobe's entire ock^rating ;K3 cage rangeThe strobe lip ht shill - xis : of a xenon flash tube arui assodat ;:d lens/refiectcr system. Horn /Strobe Combination The horn; suo(k: shall be i System Sensor SpectrAlert Acivance Model _ _ listed to UL 1971 aria UL ,FA and shall be approw.cl for fire prntective service. The home strobe shall be wired as a primary - signaling notifica:iun appliance and comply wl th the A- nenrans with Disabilities Act requirements `;r visible si..m :ilir rg appliarices, fl.:shirx; at 1H:, over the strobe's entire oFx :ratincl vclitage rang;:. Tl>f strobe light shall consist of a xenon flash tuba and ass dated ler isireflector system. The horn; shall have V tree au -.i bility options and an option sn itch between a ternpoi al three patler n aril a norrter%Kxal (continuous) pattern. These options are set by a multiple position switch. On four -wire products, the strobe shall be powered independently of the sounder. The horn on horn /strobe models shall operate on a coded or non -coded power supply. Outdoor Products SpectrAlert Advance outdoor horns, strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit. The products shall be listed for use with a System Sensor outdoor /weatherproof back box with half inch and three - fourths inch conduit entries. Synchronization Module The rrrodule shall be a Systerr Sensa Sync- Circuit model MUL listed to UL 464 and shail be approved for fire pr otetive t vice Ttie module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three Also, while operating the strobes, the module shall silence the horns on hom /strobe models over a single pair of wires. The module shall mount to a 4 x 44/* x 2 o-inch back box. The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature 32 °F to 120°F (0°C to 49°C) K Series Operating Temperature -40°F to 151'F (-4(YC to 66 °C) Humidity Range 1 0 to 93% non - condensing (indoor prod Strobe Flash Rate 1 flash I,"- secatd Nominal Voltage — Regulated 12DC/FWRor regulated 24DC/FWR Operating Voltage Range 8 to 17.5 V 02V nominap or 16 to 33 V (24 nominao Input terminal wire gauge 1 2 to 18 AWG - -- - - ----- ---- -- --- -_ — _ - -_ —� — --------------------------------------------•---•- Ceiling mount dimensions (including lens) 6.8 diamc3 ;:r :_: _;• high (173 mm cliametcr x 64 mm high) Wall mount dimensions ( induding lens) 5.61 :,: 4.7 vV x 2.5•D (142 n ar L x 119 i rrtr W x 64 our D) Horn dimensions 5.61 x 47V x.. 1_31) (142 n m L x 119 mrn W x 33 min D) Wall -mount back box skirt dimensions (BBS -2, BBSW -2) 591 x 5.0 x 2.21 (151 mm I x 128 trim ;! x 56 mm D) Ceiling -mount back box skirt dimensions (BB -2, BBSCW -2) T i'diameter x 2. high ;180 mm dia rnel& x 51 mm high) - -_ — — - - -- — - — - -- — - - -- - -- - ---... Wall -mount weatherproof back box dimensions (SA -WBB) 5.71 x 511 Vi x C1 ;145 r rti L x 130 rnm t^! x 51 mrn D) Ceiling -mount weatherproof back box dimensions (SA -WBBC) 7. i - diarTieter x 2 0 - high (180 rnm diameter x 51 mm highl Notes: 1. Full Wave F?ectified (FtAA voltage 1s a non - regulated, tarn: varyirx7 p ower s: rice that is uq.A on some power supply and panel outputs 2- P, S, PC, and SC products will operate at 12 V nominal only for 15 and 15/75 cd. AO "395 -003 UL Current Draw Data .a \m NA - - - - -- — — NA - - - -- 281 251 - < ...� Temporal Medium - - -- 129 152 78 88 103 160 184 202 206 {( a'+.2YY al`2Eh�`�D'. NA NA t _ 229 ... 85 95 110 166 189 208 216 Non - temporal Low 132 154 ♦' \:Y�' +::?:i32. ...:..�',�J.t?r. +.:tom ,• �f/ f///.r iY�fib// �if% fit��i�///! �1%/ �! 1 //% /�!! %� /f�ffil� %/!i % {rf!!fJ %/ % / /�ff�i / /f� //%jllHlj%il! / /: %f /� /�!M / //i / / �. 8 -175 Volts 16-33 Volts i . S }y 185 — - 8 - 17.5 Volts 16-33 Volts 8 -17.5 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15' 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75` -- 142 148 77 81 Temporal Medium 44 49 58 69 80 30• NA NA 94 96 - Temporal --- Low 38 44 ------------------ 44 48 93 75" NA NA 158 153 Non - temporal High 57 56 69 75 176 95" NA NA 181 176 Non - temporal Medium 42 50 60 69 187 110 _ NA NA — 202 1 95 - -- - Non - tempor — Low - -- 41 44 50 50 -- ------ - - - - -- 115 NA NA 210 205 Coded -- High _ —_ 57 - -- 55 — -- ----------------•---- 69 75 High 135 NA NA 228 207 Co ded Medium 44 51 56 69 Candela Range 1,M NA NA 246 220 Coded Low 40 46 52 50 177 °- ----- NA - - - - -- — — NA - - - -- 281 251 - 88 97 112 168 190 210 218 Temporal Medium - - -- 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 185 NA NA 286 258 _ 229 Non - temporal Medi 13 4 155 85 95 110 166 189 208 216 Non - temporal Low 132 154 80 90 105 1/611//��/�////� 184 202 �1/. /eG>. }[O.Ck4c»ANSCC'. ,• �f/ f///.r iY�fib// �if% fit��i�///! �1%/ �! 1 //% /�!! %� /f�ffil� %/!i % {rf!!fJ %/ % / /�ff�i / /f� //%jllHlj%il! / /: %f /� /�!M / //i / / �. ...'... ^11�dF +�C+.�?n�i•�.n� DC Input 135 150 177 i . S }y 185 — - Temporal High 245 259 290 297 Temporal High 215 231 258 8 -17.5 Volts 16-33 Volts _ 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non - temporal High 255 270 303 DC Input 15 1 5/75 15 15/7 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 T emporal Low 132 143 66 77 93 154 179 198 207 Non - temporal High 141 152 91 100 116 176 201 221 229 N - temp M edi u m 133 145 75 v 85 1 02 163 187 75 216 Non - temporal Low 131 144 _ 68 79 96 156 _207 182 201 - 210 FWR Input Candela rating at -40°F 15 Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium - - -- 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non - temporal High 142 161 _ 103 112 126 181 203 221 _ 229 Non - temporal Medi 13 4 155 85 95 110 166 189 208 216 Non - temporal Low 132 154 80 90 105 1/611//��/�////� 184 202 211 ,• �f/ f///.r iY�fib// �if% fit��i�///! �1%/ �! 1 //% /�!! %� /f�ffil� %/!i % {rf!!fJ %/ % / /�ff�i / /f� //%jllHlj%il! / /: %f /� /�!M / //i / / 16-33 Volts / /1/ l/ ! ! / f 1 6-33 Volts J! i, . pi DC Input 135 150 177 185 FWR Input 135 150 177 185 — - Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Med 2 35 253 288 _ 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non - temporal High 255 270 303 309 Non - temporal High 233 248 275 281 Non - temporal Medium 24 259 293 299 Non - temporal Medium 219 232 262 267 Non temporal Low 238 254 291 295 Non - temporal Low 21 229 256 262 Candela Derating Horn Tones and Sound Outp Data _89 100 For K series products used at low temperatures, listed candela l?T////%// f/ ��!/ 92///! //J)/f// /J/i/!!!/�N "c�i�i�i3��£ /1YSiLJ /i % %%i iri�?wsri r ' ratings must be reduced in accordance with this table. .iiila!lllriwi�Fllifric ! , 85 Listed Candel Candela rating at -40°F 15 Do not use below 32 °F 15/75 -- -------------------------------- 30 75 ----- - - -- -- 44 - - -- 95 70 110 115 110 1 135 135 ISO 150 177 - - -- -. 177 2 T85 -- 185 — Switch Position Sound Pattem dB 8 -175 Volts DC FWR 16-33 Volts DC FWR 24VoltNommal Reverberant Anechoic DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 94 4 Non - temporal Hig h 82 82 88 88 93 92 100 _89 100 5 Non - temporal Medium 78 78 85 85 90 90 98 98 6 Non - temporal Low 75 75 81 81 88 84 96 92 7' — Coded High 82 82 88 88 93 92 101 101 8t Coded Medium 78 78 85 -------- 85 ---- 90 --- ---- ----- 90 ----- 97 ------- - 98 9r Coded Low 75 75 81 81 88 85 96 92 'Settings 7, 8, and 9 are not available on 2 -wire hom /strobe A05 -0395-00: SpectrAlert Advance Dimensions ma 7.1' 2.25'1 5.05'- 2.231 U & P . o ( �s 5.98' 0 C 'Polo @ C_ Wall back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Wall Horn/Strobes - -- - — - ---- -- ---- - — -- — - ------ P2R*t 2-wire Hom/Strobe, Standard cd', Red P2RH* 2-wire Hom/Strobe, High cd, Red P2RK* 2-wire Horn/Strobe, Standard cd, Red, Outdoor P2RHK* ..... — - --------------- P2W* 2-wire Horn/Strobe, High cd, Red, Outdoor — ----- 2-wire Hom/Strobe, Standard cd, White P2WH* 2-wire Hom/Strobe, High cd, White P4R* 4-wire Horn/Strobe, Standard cd, Red P4RH* 4-wire Horn/Strobe, High cd, Red P4RK — ----- . . ....... 4-wire Horn/Strobe, Standard cd, Red, Outdoor P4RHK 4 -wire Horn/Strobe, High cd, Red, Outdoor P4W* 4-wire Horn/Strobe, Standard cd, White P4WH* 4-wire Hom/Strobe, High cd, White Wall Strobes SCRHK SR*t Strobe, Standard cd, Red SRH*t Strobe, High cd, Red SRK Strobe, Standard cd, Red, Outdoor SRHK ­ - — ----------- SW* Strobe, High cd, Red, Outdoor - ----- Strobe, Standard cd, White SWH* Strobe, High cd, White Ceiling Mom/Strobes PC2R* ... . . . . ... . ...... 2-wire Horn/Strobe, Standard cd, Red PC2RH* 2-wire Hom/Strobe, High cd, Red PC2RK 2-wire Horn/Strobe, Standard cd, Red, Outdoor PC2RHK 2-wire Horn/Strobe, High cd, Red, Outdoor Ceiling-mount horn/strobes 7.1" Dia. Wall weatherproof back box Ceiling weatherproof back box Ceiling Hom/Strobes (contd.) - -- ----------- - ----- - ----- - — -------- ---------------- - ---------------- PC2W*' -- 2-wire Horn/Strobe, Standard cd, White PC2WH*' 2-wire Horn/Strobe, High cd, White PC4R 4-wire Hom/Strobe, Standard cd, Red PC4RH PC41RK 4-wire Horn/Strobe, High cd, Red 4-wire Horn/Strobe, Standard cd, Red, Outdoor PC4RHK - - - - ------------ 4-wire Horn/Strobe, High cd, Red, Outdoor PC4W 4-wire Hom/Strobe, Standard cd, White PC4WH 4-wire Hom/Strobe, High cd, White Ceilling Strobes SCR* Strobe, Standard cd, Red SCRH* Strobe. High cd, Red SCRK Strobe, Standard cd, Red, Outdoor SCRHK Strobe, High cd, Red, Outdoor SCW*t Strobe, Standard cd, White SCWH*t Strobe Hig cd, White Horns HR HRK Horn, Red Horn, Red, Outdoor HW Horn, White Accessories BBS-2 BBSW­2 Back Box Skirt, Wall, Red - -------- ----------- --------------•----- Back Box Skirt, Wall, White BBSC-2 Back Box Skirt Ceiling, Red BBSCW-2 Back Box Skirt, Ceiling, White Notes: * Add"-P*to model number for plain housing (no"FIRE'marking on cover), e.g., P2R-P t Add " -SP'to model number for'F UEGO* marking on cover, e.g., P2R-SP t"Standard cd; refers to strobes that include 15, 15175,3Q 75, 95, 1 1Q and 115 candela settings. "High cd; refers to strobes that include 135, 150,177, and 185 candela settings. All outdoor units ending in"K"include a weatherproof back box. 3825 Ohio Avenue - St. Charles, IL 60174 • ZEZA"' Phone: 800-SENSOR2 • Fax: 630-377-6495 nulmeaaID Sneer. AG54395-00-12MG41676 TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 2657 AROSA DR VAIL Location.....: EAST UNIT Parcel No...: 210314204025 Project No OWNER TOWN OF VAIL 75 S FRONTAGE RD VAIL CO 81657 APPLICANT THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112 -S CONTRACTOR THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112 -S 10/23/2009 Permit #: A09 -0080 Status ...: ISSUED Applied..: 10/23/2009 Issued . .: 10/28/2009 Expires . .: 04/26/2010 10/23/2009 Phone: 970 - 949 -4638 10/23/2009 Phone: 970 - 949 -4638 Desciption: NEW TWO - FAMILY DWELLING: INSTALL FIRE ALARM SYSTEM, EAST UNIT Valuation: $1,000.00 *****#*#*#*#*****####********#*##*#** * * * * * * # * # # * * * * * * * # # * * * * * k * # # * ## FEE SUMMARY *####**#**#*##### k# k**####*## k # # # # # # # * # * # # # # # * # # # * # # # # # # # # ## Electrical --------- > $0.00 Total Calculated Fees - -> $ 325.50 DRB Fee--- - - - - -> $ 0.00 Additional Fees--- - - - - -> ($ 325,50) Investigation ---- > $0.00 Total Permit Fee -- ----- > $0.00 Will Call-- - - - - -> $0.00 Payments---- ------------ > $0.00 TOTAL FEES--> $325.50 BALANCE DUE--- - - - - -> $0.00 Approvals: Item: 05600 FIRE DEPARTMENT 10/27/2009 mvaughan Action: AP CONDITIONS OF APPROVAL Cond: 52 Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES Standards 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 970 - 479 -2252 FROM 5:00 AM - 5 PM. ( (1Z 75 South Frontage Vail, 00 Phone 970 47 Fes.' t .; :::::.::.::.:.: .:::.::.:: >::::::::::::::... FIRE ALARM PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include information listed on the 2 page of this form. Application will not be accepted without this information. Project/Street Address 11 ,, V Contractor Information: Company: Company Address: 3� City: Y\ State: ) Zip: 1 t to 10 Contact Name: ll'' ��� Ow r� 5 7 Contact Ph: ') C l - 4 ( P 6 y Cell: E -Mail r v n (cc c. L Town of Vai ontra t r Registration No.: Contractor Slg at (required) Property Information Parcel* ...................................... ........... ...... . ............ . .............. ..._ ......- Project #: � �Q - I'y J I Building Permit* Alarm A Permit* , 0 V " (91KO ................................................................................................ ............................... Detailed Description of Work: QCAk (use additional sheet if necessary) ...... ... _.... Value of Fire Alarm: s tQ)6. 60 (Labor & Materials) __ _ _. __ Work Cl . New (T difion ( ) Remodel( ) Retro -Fit ( ) Repair( ) Other( ) Legal Description: Lot #: Block #: (� Subdivision: Q (� Work Type: lnterioV) Exterior( ) Both( ) Type of Building: Building /Complex Name: D 1 Single- Family ( )uplex ) Multi- Family ���� �) rA Owner Name: Commercial ( ) Restaura t ( )Other ( ) (For parcel #, contact Eagle County Assessors Office at 970- 328 -8640 or visit ••°•°°•°......•• •• ° ........... .............. • ...... .. .1. 1 -1 ............... www.eaglecouty.us/patie) _ ........ ............... ........ .......................................... .... .............. ..........`................................... Does a Fire Alarm Exist? Yes ( ) No.( /) Date Received: Does a Sprinkler System Exist? Yes ( ) N VVV 4 �� .............. .................. ................ ....... — — ----- I rict-A ' a �pr>�ved �s � N�� p ppgroved 86 coo OCT 2 2 2009 TOWN OF VAIL � p fo l'-0094 Honeywell Honeywell's VISTA -50P Control Panel provides the flexibility of up to eight independent partitions with the economy of a single control. FEATURES Dependable features to meet your most demanding installations: • Nine hardwired zones standard • Expandable to 87 total zones • Eight partitions standard • 75 user codes work in all partitions • Seven authority levels • 224 event memory log /printer option • Four trigger outputs • 5800 Series wireless compatibility • Supports two -wire multiplex • Scheduling of events (real time clock) • Keypad macro features • Master console option for viewing all partitions at a glance • Common lobby logic • Fast downloading • Supports up to 16 relays and /or X -10 • Quick start programming • False alarm features • UL Commercial Burglary listed (VISTA- 50PUL) End users will appreciate the easy -to -use convenience and control features of the VISTA -50P: • Wireless remote controls (featuring single button system operation): — 5804 - Four -Button Wireless Key — 5804BD - Bidirectional Four -Button Wireless Key with system status feedback • Single or dual -button wireless personal panic: — 5802MN — 5802MN2 • Home control features activate lights, appliances, garage doors and numerous other devices • The VISTA Interactive Phone Module (VIP) gives the end -user control of their system from any touchtone phone. The 4286 VIP responds in English, with a vocabulary of over 100 words • Full English display keypads for clear understanding of system status and zone locations • Timed event applications: — Opens garage doors and turns on lights — Provides "lived -in look" while away from home — Ability to limit access to parts of the home at certain times VISTA -50P CONTROL PANEL SPECIFICATIONS Electrical • Aux power 12VDC, 750mA max • 16.5 VAC /40 VA transformer • Alarm output 12VDC, 1.7 Amps max • For UL installations, combined Aux and alarm output cannot exceed 750mA Output Control • Supports up to four relay boards (Part No. 4204) • Each board supports four relays for a total of 16 • Optional X -10 interface (Part No. 4300) may be used to control X -10 receiving devices • Each X -10 receiver address counts as one relay when computing total relays • Real time clock can be used for relay/X -10 control Zones • Nine hardwired zones • Selectable response on zone 9: 10MSec or 500MSec • Assignable to any partition • 14 zone types to choose from ORDERING VISTA -50P Control Panel • Programmable swinger suppression Communications • Touchtone or pulse • Formats supported: ADEMCO Contact ID, ADEMCO 4 + 2 Express, ADEMCO low speed • 3 +1, 4 +1 and 4 +2 reporting • Reporting capabilities: Split, Dual, Split/Dual • Low battery reports 11.2- 11.6VDC • Expanded reporting • Up to four digit PABX codes supported • True dial tone detection • Double pole line seizure • AC loss and restoral reporting supported Supported Devices Hardwired Expansion Devices • 4208U Eight -Zone Expansion Module • Keypads — 6139 Custom English (required for programming) -100mA — 6128 Fixed English LCD - 30mA • Voice Module 4286 VIP -160mA • Two -Wire Smoke Detectors • Duct Detectors • Serial Printer • Polling Loop Devices • Key Switch Devices Wireless Receiver Systems • 5800 Series — 5881 ENL up to 8 zones -50mA — 5881 ENM up to 16 zones -50mA — 5881 ENH up to 26 zones -50mA • All Receivers Support: — Diversity reception with two antennea — Remote mounting for best location — Use of second receiver for maximum coverage or tough installations — Unique supervision and low battery indications by point Transmitters • 5800 Series — Three volt Duracell lithium batteries — One mile range — Tamper standard Agency Listings • UL Residential Fire and Burglary and CSFM • UL Commercial Burglary (VISTA -50PU L) Automation and Control Solutions Honeywell Security & Communications 2 Corporate Center Dr. Suite 100 P.O. Box 9040 Melville, NY 11747 LMS50P /D septet b 2008 www.honeywelf.com 0 2008 Honeywe0 International Inc. Honeywell 6160 ALPHA DISPLAY KEYPAD The 6160 Deluxe Keypad is easy to install and simple to use. The attractive white console blends with any decor and features a contoured, removable door that conceals illuminated soft -touch keys. The 6160 also features a new larger and brighter 32- character display with easy -to -read plain - English status messages. FEATURES • Large, easy -to -use keypad • Keys continuously backlit for greater visibility • Speaker with audible beeps to indicate: - System status - Entry/exit delay - Other alarm situations SPECIFICATIONS .............. Kd WITH DOOR ATTACHED WITHOUT DOOR The oversized function keys are easily accessed even when the keypad door is closed, and can be programmed for fire, burglary, personal emergencies and other operations. Colored self- adhesive labels are included. • Zones and system events displayed in plain English • No confusing blinking lights • Four programmable function keys • System functions clearly labeled • Functions performed by just entering security code plus command • White with removable door blends with any decor Physical • 5- 5/16 "H x 7 -3/8 "W x 1- 3/16 "D (135mm x 190mm x 30mm) Current • Standby -40mA • Activated Transmission -160mA Wiring • - (Black): Ground • + (Red): +12 VDC (Aux. Power) • D1 (Green): "Data in" to control panel • DO (Yellow): "Data out' from control panel ORDERING 6160 Alpha Display Keypad Honeywell Security & Custom Electronics Honeywell International Inc. PO Box 9035 Syosset, NY 11791 www.honeywell.com co"10 L/6160/D September zoos 0 2006 Honeywe9 Intemational Inc. Compatibility • Fully compatible with all VISTA controls. HonvyWell A D E � ,� D 5192 An ADEMCO Group Company Smoke Detector The ADEMGO 5192 Series low profile, addressable V- Plex smoke detectors deliver state -of f . . the -art features and benefits in a cost - effective package. These detectors are designed to provide open area coverage and are compatible with ADEMCO's VISTA controls supporting V- Plex technology. An LED on the detector will blink periodically during normal conditions, remain on steady during alarm and cease to pulse if the chamber is out of acceptable sensitivity look bih'j ' f sF.m . :r .::3t : ......... .. .`.. 4V range. An extremely powerful feature available within the 5192 Series is the Automatic Maintenance Alert/Reporting capability - a feature normally found in today's high end analog addressable systems. The detectors continually monitor their own sensitivity levels in addition to the basic normal and alarm conditions. These HIGH and LOW SENSITIVITY signals are communicated back to the control, via the V -Plex addressable loop, to indicate locally and at the central station that the detector may not be able to detect smoke or may false alarm. This feature works with Vista- 321`13,128FB, 1288 and First Alert Professional FA1600C. More important is the cost saving associated with Automatic Maintenance Reporting. The feature is an approved alternate to NFPA 72 field sensitivity calibration testing that require external test meters. This eliminates the need to schedule inspections to determine detector sensitivity /viability. Another important benefit of these V -Plex (addressable) smoke detectors is their ability to operate on existing wiring. There is no need to run special twisted pair, data grade or shielded wires, providing you with the right choice for all your retrofit applications. That equates to cost savings in time and materials! FEATURES: ♦ Low profile design ♦ V- PIex'm addressable loop device ♦ Automatic maintenance reporting ♦ Available with integral heat sensor ♦ Simple 2 wire installation ♦ Tamper resistant • DIP switch or serial number programmable • Lines on existing or conventional wiring APPLICATIONS The 5192 Series smoke detectors are designed to provide open area coverage and are well suited for most fire detection applications. These smoke detectors are compatible with all ADEMCO VISTA Fire and Burglary controls that support V -Plex addressable loop technology. These agency listed alarm initiating devices support most commercial and residential applications. They are suited for use in museums, hospitals, day care centers, retail stores, strip malls, schools, libraries, fast food chains, medical or professional office suites and in factory and warehouse environments. 110100 ZV1=1111' 1111W/V111111/11: ADIEWMCD GF30UP COMMERCIAL SYSTEMS DIVISION An ADEMCO Group Company ❑ z— w J 0 J � �z z �p !LJU W to m_ C!} 2 i o U INSTALLATION The 5192 Series smoke detectors are supplied with a convenient mounting bracket that allows the detector to be mounted to a variety of electrical junction boxes. A removable terminal block, that accepts 14 to 22 gauge wire to —� provide easy wiring connections. The detectors DIP ; \�f \ SWITCH REMOVABLE TERMINAL BLOCK are designed to meet all applicable requirements for UL Commercial and Residential Fire installations as well as NFPA 72 requirements when installed in compliance with the National Electric Code and approved /listed control panels. diagram for 5192S /SDT smoke detector COMPATIBILITY These smoke detectors are compatible with all VISTA control panels that support V -Plex (addressable) polling loop technology. The detectors support DIP switch or serial number addressing. DIP switch configuration are compatible with 514OXM, VISTA -40, and VISTA - 50P controls. Serial number addressing is supported on VISTA -32FB, VISTA -100, VISTA - 128FB, VISTA -128B and First Alert Professionals FA1600C controls. Refer to control panel and smoke detector installation instructions for details. ......... . Ordering Information Pall No. Description 5192SD Addressable Photoelectric Smoke Detector 5192SDT Addressable Photoelectric Smoke Detector w /Integral Heat Sensor Automatic Maintenance Reporting Compatibility The automatic maintenance feature is compatible on with the following control panels ONLY VISTA -32FB (coming soon), VISTA- 128FB, VISTA - 128B and First Alert Professionals FA1600C. The automatic maintenance may be disabled for all other controls that do not support this feature. Refer to control panel and smoke detector Installation Instructions for details. SPECIFICATIONS Electrical: System voltage range: ♦7 -14V Standby current (maximum @ 12V): ♦ LED off: 1.2mA ♦ LED on: 2.8mA Mechanical: Diameter. ♦ 5.5 inches (140mm) (including mounting bracket) Height: ♦ 1.7 inches (43mm) (including mounting bracket) Weight: ♦ 5.3 ounces (150 grams) Environmental: Installation temperature range: ♦ 32 to 100 °F (0 to 38 °C) Installation humidity range: ♦ 10% to 93% RH, non - condensing Heat sensor (5192SDT only): ♦ 135° fixed temperature electronic thermistor EMI: ♦ Meets or exceeds the following requirements: • FCC Part 15, Class B Device • IEC EMC Directive AGENCY LISTINGS Fire: • UL268 Commercial System Smoke Detector • Meets OF 217 Requirements for Residential Applications • Factory Mutual(Pending) • California State Fire Marshall • MEA (Pending) COMPATIBLE DEVICES • VISTA -40 Partitioned System *(Residential Fire) • VISTA -50P and VISTA -50PUL Partitioned System *(Residential Fire) • VISTA -100 Integrated Fire /Burglary Control *(Commercial Fire) • VISTA -128FB Integrated Fire /Burglary Control (Commercial Fire) • VISTA -128B Partitioned Burglary Control (Residential Fire) ♦ VISTA -32FB Integrated Fire /Burglary Control (Commercial Fire Pending) *Automatic Maintenance Reporting feature not supported by control panel 165 Eileen Way, Syosset, New York 11791 • Copyright © 1998 Pittway Corporation A EM CQ ADEMCO is an IS09001 Registered Company G R O U P L/5192/D 1199 COMMERCIAL SYSTEMS DIVISION l A SYS IT �'� " g ! 5600 Series Mechanical Neat Detectors System Sensor's 5600 series mechanical hear detectors offer a low -cost means for property protection against fire. and for non - life - safety installations where smoke detectors are inappropriate. Features Multiple configurations for installations: - Single- and dual - circuit models - Fixeci temp and combination fixed- temp/rate.-of -rise 135 °F or 194 °F ratings. Plain housing for residential installations (Model 5601 P) Easy -to -use terminal screws • A broad range of back box mounting options: - Single gang - 3.5" and 4" Octagonal - 4" square with square to round plaster ring • Reversible mounting bracket Agen @ < <F M > M Multiple configurations. The 56d)() series offers a full -line of configurations to accomirnodate a broad range c-f applications. Both single- and dual- circuit models are available for low- and high - temperature ratings v.ith either fixed temperature or combination fixed temperature /rate of (ROR) acti•�ution. The ROR element cf the iixei /ROR models is tesior3ble to aco:rnma:iate fieki- testing. Installation flexibility. To satisfy a variety of installation needs, the 5600 series easily mounts to single -gang and octagonal back boxes. And these models accommodate four - square back boxes, when used with a square to round plaster ring.The reversible mounting bracket permits both flush- and surface -mount back box installations. Visual identification. The 5600 series provides clear markings on the exterior of the unit to ensure that the proper detector is being used. Alphanumeric characters identify the activation method, as well as the temperature rating, in Fahrenheit and Celsius degrees. Fixeci temperature models ate identified t X, while combination fixe /rate- of-rise Units are marke-d FXAOR.The 5600 series also provides a post- activation indicator in the form of a collector. When the detector is activated, the collector drops from the unit, making it easy to identify the unit in alarm. Specifications Mechanical heat detector shall be a System Sensor 5600 series model number listed to Underwriters Laboratories UL 521 for Heat Detectors for Fire Protective Signaling Systems. The detector shall be either a single- circuit or a dual - circuit type, normally open. The detector shall be rated for activation at either 135"F (S7"C) or 194°F (%"C), and shall activate by rneans of a fi ed terT4,erature them sensor, or a - Unhination frr % <1 ternpetatuie/rate- of -risee thermal -A roof. The rate -of -rise element shall be activated by a rapid rise in temperature, approximately 15 °F (8.3 °C) per minute. The detector shall include a reversible mounting bracket for mounting to 3 -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a square to round plaster ring. Wiring connections shall be made by means of SEMS screws that shall accommodate 14 -22AWG wire. The detector shall contain alphanumeric markings on the exterior of the housing CC identify Its temperature I clting and act method. The rate-of-rise 2iemrrlt ( Q"Nn1)Lcl -toc ra fixed romp,erature, /rata -0f -tise I ?" cAci5 Thal: be re stomble., to allow for fkAcl- tesring. The drtectrrs sh =1l iridude an extemai collector that shall drop moo. acti•.ation ro identify thr- unit in alarm. ' .�C.> F riii •. �iiS.Yr/i }iiifa biS�iivliiiiui�fiii i i i r i r it it ri /t r'! !r r r uiii Eii,vi rii. >iq> r• ✓... Maximum Installation Temperature 5601 P, 5603, 5621, and 5623: 100 °F (38 °Q 5602, 5604, 5622, and 5624:150°F (65.6 °C) Operating Humidity Range 5 to 95%RH non - condensing Dimensions with mounting bracket Diameter. 4.57 inches (I1.6cm) Height: 1.69 inches (4.3cm) — — _ _ - - - - - -T --------------- - - - -- Alarm Temperature 5601 P, 5603, 5621, and 5623: 13S°F (57°C) 5602, 5604, 5622, and 5624:194'F (WC) Weight 6 oz (170 grams) Rate -of -Rise Threshold 15 °F (8.3 °C) rise per minute (models 5601 P, 5602,562 1, and 5622 only) Mounting 3 -inch octagonal back box 4 -inch octagonal back box Sing le gang back box 4 -inch square back box with a square to round plaster ring Operating Voltage / Contact Ratings 6- 125VAC / 3A 6 -28VDC / 1 A 125VDC / 03A 25 0VDC /0.IA .- ------------------- " - - -- - — - - -- -- - -- -- _ -- _._..._— - — - InputTerrninals 14 -22 AWG �0 u __-1 l yvr: ""ro 5601P 5602,5622 5603,5623 5604,5624 5621 Ordering Information S601 P - -- 5602 Single — — - -- - -- Single No ----- ---- Lettering 1 ° F ( °Q -- - -- 194 °F (90°C) Fixed Te / Rate - of -Rise -- Fixed Temperature / Rate -of -Rise 50 feet x 50 feet (15.24m x 15.2m) -- — —_— — - - °— ----- ----.. 50 feet x 50 feet (15.24m x 15.2m) ----- - - - - -- 5603 Single Lettering 135°F (57°Q Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5604 Single Letter 194 °F (90 °Q Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5621 ------- --••-•-• 5622 Dual - -- - - - -- Dual Lettering - - - - -- Lettering 135°F (57°C) — - — -- 194 °F (90 °C) Fix T emperature /Rate -of -Rise -- - -- - - -- Fixed Temperature/ Rate -of -R 50 feet x 50feet (I 5.24m x 15.2m) - - - -- - —_....—.-------- - - - - -- 50 f eet x 50 f ee t (1 5.2 4 m x 15.2m) 5623 Dual Lettering 135 °F (57 °C) Fix Temperature 25 feet x 25 feet (7.62m x 7.62m) 5624 Dual Lettering 194 - F (90 Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) "NOTE: Refer to N FPA72 guidelines for spacing reductions when ceiling heights exceed 10 feet � ,� y r ��` o]Oa6 Sensor. 1 `�`T+� 3825 Ohio Avenue • St. Charles, IL60174ixt: rRrxatmwtkYttocna9rmnr •wpr.vscsrere ucor�r " k :. Phone: 800- SENSOR2•Fax- 630- 377 - 6495 p e po tlin° n"°nn1dng"eug Rio amaaaasnee. xo•`''.'•.�.�.:?` caod +' •. ADS -0361-001. 11!06.91676 Installation Instructions 4193SN Serialized Interface Module (SIM) The 4193SN is a serialized two -zone expander used to connect alarm sensing devices to controls which support serial number polling loop devices (i.e., Vista - 40, Vista -50P, and Vista -100). The 4193SN can be configured as one supervised zone (10K EOLR) and one unsupervised zone, or two unsupervised zones (normally closed devices only). Consult the control panel installation instructions for programming information. Electrical Specification: Voltage: 7 -11VDC (as supplied from the Ademco control panel for multiplex polling loop) Current: 1.5mA RED ( +) YELLOW (LOOP 1) UNSUPERVISED WHITE (LOOP 1) SUPERVISED EOLR 10K POLLING LOOP GREEN (LOOP Z) UNSUPERVISED BLACK ( -) I I BLACK (COMMON) Wiring Diagram U s LISTED 5789 For Fire Applications: The 4193SN must be mounted inside the control panel cabinet or inside a UL- Listed junction box. Loop 1 must be used in the supervised configuration for Fire. Loop ? may be used for Burglary. For UL Burglary Applications: If using an unsupervised zone of the 4193SN, the unit must be mounted within 3 feet of the alarm initiating device, with no intervening barriers. >" Mini -Horns The SpectrAlert°Advance series of mini -horn sounders are designed to simplify installations to provide primary and secondary signaling for lyre and security applications. Features 12 and 24V operation High and low volume settings - Temporal and non - temporal tones • Mounts to single gang back box • Compatible with MDL sync module - Mechanically and electrically compatible with PA400 series Mini - Alert` sounders A genc ►_Li stings )L FM MEA 0 LISTED .,,,,moo approved 3028007 Mt47 -07 -t 7135-1651196 SPELT %r &WI&I"'A& W & The MHR and MHW mini -horns operate at 12 and 24 volts and are ideal f; -,f hotel, motel or residential fire system applications, vvhere a smaller notification device is desired. The rrini -horns offer high and low volume settings, and temporal or non - temporal tones. The horns can be mounted to single gang back boxes for aesthetically sensitive applications. Synchronization is also provided when using the MDL module. The MHR and MHW mini -horns can operate between 32 and 120 degree- Fah;enheit from a regulated DC: or full -wave rectified, unfiite;ed power supply.They are liste7 +to Undefwriter's Laboratories Standard .tL 464 for fire protective signaling systems. SpectrAlert'Advance Mini-Horn Specifications 1=0 Mini -horns shall be a System Sensor Model MHR or MHW capable of operating at nominal 12 or 24VDC and shall mount to a single gang back box. Mini- horn shall be listed to Underwriter's L.abofatories Standard 01_464mr fire protective signaling systems. Mini-horns Ahal! operate benveen 3 and 1 20 degrees Fahrenheit fr..om a regulated fY, or fi.l'!_Wa1A- rectified, unfiltered paNer supply.Iffi used with the Sync-Orcuit Module., I.) -volt rated notification appliance drcul; oijlpuls shall oporatebelv, roi /.. volts;24 voll ri'•a• circuit m-utpuls shall op rate hetv� 17 and 33 "'011" §g ; gglrfi x zz� ag I inz qg :W: X W-CHOWN W-M.: NIX W. xMi Dimensions 4b r2J "sv �.45i> 2.67 oz. Operating Temperature Range 32'F to 120T (0 °C to 49°C) — ---- . ........... Mounting Surface: single -gang back box Flus4- 4 x 4 BB-D deep back box 0/4 deep,- InoutTerminals 12 to 18 AWG - - - ---------- - ------------ - - - ---------- Nominal Voltage Regulated 12DC/FWR Or regulated 24DC/FWR Operating Voltage 8-33 Operating Voltage with MDL 9-33 UL Sound Output and Current Draw Data Switch Setting Pattern Output Level 8-175 VDC 8-175VFVVR Nominal 12VDC Nomina112VFWR 16-33VDC 16-33VFWR I Temporal High 68 67 71 70 78 76 2 Temporal LOW 66 65 69 68 76 75 Non-temporal High 72_ 71 75 74 -- — -- - -- — -------- — - 80 - - ------------ 79 - ---------------- 4 Non-temporal Low 70 69 73 72 78 77 8-175 Volts 16-33 Volts Switch Position Sound Pattern Volume DC FWR DC FWR ---------------------------- ----------------- ------- - - - - ---------- - ---------- -- I Tpmnnr;il Hioh 12 10 17 is ? Temporal LOW 10 9 14 13 Non-temporal High 22 17 29 25 4 Non-temporal LOW 17 13 21 19 Ordering Information M � q Mini-Horn, Red M W Mini -Horn, White 7 ,K -t 11200 sIq— S-1 3825 Ohio Avenue St. Charles, IL 60174 jxj� ��mzdm Wlift ft LKW �W" of thB daW ShM, AMY Phone: BOO-SENSOR2 - Fax: 630-377-6495 A05-0414MO- 1/07 -#1743 51E Ift/1, 5 f l-NA" A ` �q��,, •' or +cw S/ N �/iiii f. icui /i Selectable Output Horns, Strobes, and Horn /Strobes SpectrAlert" Advance selectable - output horns, strobes, and horn /strobes are rich with features guaranteed to cut irlstaffation trines a nd maximize prof - its. The SpectrAlert Advance series of rrJiific:aFltlr appliar3ces is designed to simplify installations, with features such as plug in designs, instant feedback messages to ensure correct installation of individual devices, and 11 field - selectable candela settings for wall and ceiling strobes and horn /strobes. Vvl;en installing Advance products, first attach a universal mounting plate to a four -inch square, four -inch octagon or double -gang junction box. The two -wire mounting plate attaches to a single -gang junction box. Next, connect the notification appliance clrc_uit w ring to the SEMS terminals on the mounting plate. Finally, attach the horn, strobe or horn /strobe to the mounting plate by inserting the product's tabs in the mounting plate's grooves.The device will rotate into position, locking the product's pins into the mounting plates terminals. The device will temporarily hold in place with a catch until it is secured with a captured mounting screw. he Sr ectr Alert Advance series includes outc!inr notification. appliances. Outdoor strobes and horn /strobes (two wire and four wire) are available for wall or ceiling. Outdoor horns are available for wall only. All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. Features ---- ---------- -- • Electrically compatible with existing SpectrAlert products • Automatic selection of 12- or 24 -volt operation at 15 and 15/75 candela Plug -in design • Field selectable candela settings on wall and ceiling units: 15,15/75, 30, 75, 95,110,115, 135, 150, 177, 185 • Same mounting plate for wall- and ceiling -mount units • Shorting spring on mounting plate for continuity check before installation • Tamper resistant construction • Outdoor wall and ceiling products rated from —40 °F to 151 °F • Design allows minimal intrusion into the back box • Horn rated at 88+ dbA at 16 volts Rotary switch for horn tone and three volume selections Outdoor products UL listed to UL 1638 (strobe) and UL 464 (horn) outdoor requirements • Outdoor products rainproof per UL 50 (NEMA 3R) • Compatible with MDL sync module ften Listings "MAG M MEA 71251653:186 (MW, MbO -. 73061653:187 Wdoor strobes) ;® 7125- 1 653 approved chn*/strobes) LISTED APPROVED 7135- 1653:189(hornz chi—) SA017 7073577 MFA45MS -h 55572 53593 SPECTRAj SpectrAlert Advance Specifications General SpectrAlert Advance horns, strobes and hom/strobesshail mount to a standard 4x4x I lb-inch back box, 4-inch octagon back box of double-gang back box. Two-wire products shall also mount to a single-gang 2 x 4 x 1 back box. A universal mounting plate shall be used for mounting ceiling and wall products.Thp no!1ficationappliance circuit wiring shiall terminate at &;e univi:rsal ralyrntlng pl. ltc- 4:01 Sptr.trAkit Advance prcdicts, when used with the Sync-Circuit liAcidule accessory, shall be [Y--wereci kcru a non-coded notifi catior, appliaf•..ce circuit output and shalt operate on a noniinol 1 2 or 24 vcks. 1 APhen used with the Syric-Circuit Module, 1 2-volt rated notification appliance orcuit outputs shall operate behv--en Nne and 17-5 volts, 24 volt rated riotifil appliance circuit outputs shall operate between 17 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from aregulated DC, or full-wave rectified, unfiltered power supply. Strobes and h-:, rVstrot>�:s shall Inave field-selectable candela settings including 15 1 5/75, 30, 75, 95, 110, 115, 135, 150, 177, 185. Strobe the strobe shall be a System Sensor Spec Advarice Model ---- to UL 1 V and shall be approved for Pre protective servirp. FN strobe shall be wired as a primary-signaling notification appliance and ComOY with the AJnPer',,C,3ns Disabilities Act requirenrients for knisible siarkiling appliances, flashing at Hz over the strobe's entire. ope rating voitage r ange. The strob.1 4ght shall - of axenon fl, ash tube and assodati lens/rpfl;KCtc.r system. Hom/StrobeCombinadon The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1 971 and UL 464 and shall be approw.-d kg fire protective service. - 1he horn./strobe shall be wired as a primary - signaling notification appliance and corr-pty with the Americans - with Disabilities Act requiren for visible siora;Iing appliancesfl-ashingat 1 FL: over the strobe's entire q)eratincivoltage ran(yl The strobe light shall consist ofaxenon flash tuba: and ass..ociated lerisAeflector systerTL The horn shall have three audibility options and an option to sm. between .3 ternpoiail three - pattern; and a non,-ternixxal (continuous) pattern. These options are set bya multiple position switch. On four-wire products, the strobe shall be powered independently of the sounder. The horn on horn/strobe models shall operate on a coded or non-coded power supply. Outdoor Products SpectrAlert Advance outdoor horns, strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahren theit. The products shall be listed for use with a System Sensor outdoor/weatherproof back box with half inch and three-fourths inch conduit entries. Synchronization Module The rnodule shall be a Systern Sensor Sync-Grcuit mWe" VVIL listed to UL 464 aW shall be approved for fire Protective set vice. module stall rvnchronizL SpectrAlert strobes at I Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn/strobe models over a single pair of wires. The module shall mount to a 4 x 4 x 2 %-inch back box. The module shall also control two Style Y (class 8) circuits or one Style Z (class A) circuiLThe module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. -i Standard Operating Temperature 32 °F to 120rF (0 °C to 49°C) K Series Operating Temperature --40°F to 151 - F (f10°C to 66 °C) Humidity Range 10 to 93% non-condensing (indoor products) - - --------- Strobe Flash Rate l flash i'"_ second Nominal Voltage Regulated 12DC/FWR or regulated 24DC/FWR Operating Voltage Range' 8 to 175 V (1 2V nominal]i or 16 to 33 V (24 nominao Input terminal wire gauge — --------- 12 to 18 AWG — — - — --- --------- — --_---------- — — ------------ Ceiling mount dimensions (including lens) 6.8 - di;!rntA; - ff - X'! 5" high (11, diameter x 64 mm high) Wall mount dimensions (Inducling lens) 5.61:s:4.7 I19rnrTiWx64tnmD) Horn dimensions 5.61 x 4.7'YV Y 131) ( nin L x 119 ITHY1 W x 33 mrn D) Wall-mount back box skirt dimensions (BRS-2, 11 5.91 x 5.0 /. 2' " S I min L Y 1 2 8 mm ::r -: 5 6 mm 1 Ceiling-mount bark box skirt dimensions (BBSC-2, BBSCW-2) lele x.5'Im.'rihigh) Wall-mount weatherproof back box dimensions (SA-WBB) 130 corn WxSl Ceiling-mount weatherproof back box dimensions (SA-WBBQ 71 x 20 high (1 80 rnm diameter x. 51 mm high) Notes: 1. Full Wave F4::tifio.l (Fii voltage is anon-regulated, tirnevarilrM W;wer soiijiCE! ttiat i s U9.A on sc>me supply and panel otjlpu­� 2- P, S, PC, and SC products will operate at 12 V nominal only for 15 and 15/75 cd A05-0395-00 UL Current Draw Data \aF. /.F1/6�/il/� I / %/l/ Candela rating at - 40'F 15 Do not use below 327 -- �zalaatvta'22 aaeec All ' .. !''1'.'c' a..!cb�t?Q.+� 8 -175 Volts 16-3 V olts 1 1 — B -17S Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15' 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75' 142 148 77 -- _ 81 Temp oral Medium 44 49 - 58 — 69 -- 30' NA NA 94 96 Temporal Low 38 44 44 48 75' NA NA 158 153 Non - temporal High 57 56 69 75 95' NA NA 181 176 Non - temporal Medium 42 50 60 69 110 NA NA 202 195 Non - temp oral Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 _ High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Range 150 NA NA 246 220 Coded Low 40 46 52 SO 177 --- - - - - - — NA NA - - - NA 281 251 — Coded Medium - 185 NA 286 258 -- 90 - - - --• -- 90 ------ ------ 97 rrtG `, ��� -'�- : •. ?•_ � I xgractuS' 3�• g'f • ij�,.��i4jr� '3.; � �6 �..'` �rrfof:3t�not #,'�,vcr.�'t�a: �:'�. .tiC�. .. .. Wi rt . s ..fie t�?',yk�` �;'•.4..c�'£i�: .. 8-175 Volts 16-33 Volts DClnput 15 15175 15 15/75 30 75 95 110 - — 115 -- Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non - temporal High 141 152 91 100 116 176 201 221 2 Non - temporal Medium 133 145 75 85 102 -- — - -- 163 18 7 207 216 . — — - -- -- — — —_ _ _-_ ......... -- - -- Non - temporal Low 131 144 -- 68 79 95 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 18 4 202 - -- 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non - temporal High 142 161 -- 103 _ - 112 126 181 203 221 229 Non - temporal Medium 134 155 85 95 110 166 189 208 216 Non - temporal Low 132 154 80 90 10 5 5 5 1 /6 6 1 1 1 18 4 4 r 20 211 %I 16-33 Volts 16-33 Volts DClnput 135 ISO 177 185 FWRlnput 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medi 235 253 288 297 T emporal Medium 209 22 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non - temporal High 255 270 303 309 Non - temporal High 233 248 275 281 Non - temporal Medium 242 259 293 299 Non - temporal Medium 219 232 262 267 Non - temporal Low 2 38 254 29 295 Non - temporal Low 214 22 9 256 --.--.... 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures, listed candela / f/ 1/ J///////// 79y/ i !1 / /,?Ji %///fi /!!f /� / / / /�/ / / /j� / /T /'/ /%/ /////� / %/y . /•,`? %:i �' � ratings musts be reduced in accordanc with this table. "ff' " 8 175 "" t Nom inal 16-33 24VoItNominal Listed Candela /.F1/6�/il/� I / %/l/ Candela rating at - 40'F 15 Do not use below 327 -- 15/75 -------- -------------------------- 30 75 44 95 70 1 1 — -- - — 115 115 135 135 ISO ISO 177 177 185 185 switch Position Sound Pattern dB Volts DC FWR Volts DC FWR ---------- - --- - -------------- Reverberant DC FWR --- ......... -. Anechoic DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 9 4_89 _ 4 Non - temporal High 82 82 88 88 93 92 100 100 5 Non - temporal Medium 78 78 85 85 90 90 98 98 6 Non - temporal Low 75 75 81 81 88 84 96 92 7' Coded High 82 82 88 88 93 92 101 101 --- -- -- 8t Coded Medium 78 78 85 --- 85 -- 90 - - - --• -- 90 ------ ------ 97 - 98 9t Coded Low 75 75 81 81 88 85 96 92 'Settings 7, 8, and 9 are not available on 2 -wire hom /strobe. A0"395003 SaectrAlert Advance Dimensions 7.1- 2.25 5.05 - 2.231 Dia. � 1 I C_- F DOo4 P q C_- 5.98 0 O O 0 Q o o Q Wall back box skirt Ceiling back box skirt Celing -mount horn /strobes 7.1' Dia. F �7 c 2.0 0 0 � �J Wall weatherproof back box Ceiling weatherproof back box SpectrAlert Advance Ordering Information Wall Horn /Strobes -- — -- --------- - --------- -- - -- — - - - - -- — P2R "t 2 -wire Hom /Strobe, Standard cd Red P2RH" 2 -wire Hom /Strobe, High cd, Red P2RK" 2 -wire Horn /Strobe, Standard cd, Red, Outdoor P2RHK" -- - -- -------- P2W" P2WH" 2 -wire Horn /Strobe, High cd, Red, Outdoor - -- — - -- - - - -- -- — - -_ —.. 2 -wire Horn/Strobe, S tandard cd, W hite 2 -wire Hom /Strobe, High cd, White P4R" 4 -wire Hom /Strobe, Standard cd, Red P4RH" 4 -wire Horn /Strobe, High cd, Red P4RK 4 - wire Hom /Strobe, Standard cd, Red, Outdoor Ceiling Horn/Strobes (contd.) PC2W't 2 -wire Horn /Strobe, Standard cd, White PC2WH`t 2 -wire Horn /Strobe, High cd, White PC4R 4 -wire Hom /Strobe, Standard cd, Red PC4RH - -- 4 -wire Horn /Strobe, High cd, Red — — - - -- - -- — -- - -- — - - -- -- -------- PC4RK 4 -wire Ho /Strobe, Stan cd, Red, Outdoor PC4RHK 4 -wire Horn /Strobe, High cd, Red, Outdoor PC4W 4 -wire Horn/Strobe, Standard cd, White PC4WH 4 -wire Horn /Strobe, High cd, White Ceiling Strobes _ SCR` Strobe, Standard cd, Red — —� — P4RHK 4 -wire Hom /Strobe, High cd, Red, Outdoor P4W" 4 -wire Horn /Strobe, Standard cd, White P4WH" 4 -wire Hom /Strobe, High cd, White Wall Strobes Strobe, High cd, White SR "t Strobe, Standard cd, Red SRH•t Strobe, High cd, Red SRK Strobe, Standard cd, Red, Outdoor S_R_HK_______ SW" __ S H igh_c d, R Ou Strobe, Standard cd, White — - SWH" Strobe, High cd, White Ceiling Horn/Strobes PC2R" - ------- ----- -- PC2RH' PC2RK 2 -wire Horn /Strobe, S tandard cd, Red --- -- — — - -- — -- — 2 -wire Horn /Strobe, Hi cd, R ed 2 -wire Horn /Strobe, Standard cd, Red, Outdoor PC2RHK 2 -wire Horn /Strobe, High cd, Red, Outdoor SCRH" Strobe, High cd, Red SCRK Strobe, Standard cd, Red, Outdoor SCRHK Strobe, High cd, Red, Outdoor SCW't Strobe, Standard cd, White SCWH "t Strobe, High cd, White Horns Back Box Skirt, Ceiling, Red HR HRK Horn, Red ----- -- --- ------- --- --- - - ----- ------------------- Horn, Red, Outdoor HW _ Horn, White Accessories B BS-2 Back Bo Skirt, W all, Red BBSW-2 Back Box Skirt, Wa ll, White BBSC-2 Back Box Skirt, Ceiling, Red BBSCW -2 Back Box Skirt, Ceiling, White Notes: Add " -P'to model number for plain housing (no "FIRE "marking on cover), e.g., P2R -P t Add' -SP "to model number for"FUEGO'marking on cover, e.g., P2R -SP t "Standard cd; refers to strobes that include 15, 15/75, 30, 75, 95, 110, and 115 candela settings. "High cd; refers to strobes that include 135, 150, 177, and 185 candela settings. All outdoor units ending in "K' include a weatherproof bads box. ra , � •_ °,_ •.: �. :f's, °+. \ '� • �f� ••• �33i �fH�, c+G000SY9em Senwi. • N°+. �^. rf " �� 2 i "� 3825 Ohio Avenue• St. Charles, IL 60174 l Phone: 800- SENSOR2 •Fax 630- 377 - 6495 C po 1 0 rtd 00 "� x 9 ^ Y O xmkdamsnees. .•,,,.�?+� :ri iH/ ��i / f AO"395.003.1M-#1676 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ngO MV Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E09 -0213 NDUP Job Address: 2657 AROSA DR VAIL Location.....: BOTH UNITS Parcel No...: 210314204025 OWNER TOWN OF VAIL 09/25/2009 75 S FRONTAGE RD VAIL CO 81657 APPLICANT A -PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 License: 313 -E CONTRACTOR A -PHASE ELECTRIC, LLC PO BOX 1564 AVON CO 81620 License: 313 -E 09/25/2009 Phone: 970-845-0188 09/25/2009 Phone: 970-845-0188 Desciption: NEW TWO- FAMILY DWELLING: COMPLETE ELECTRICAL Valuation: $19,000.00 Square feet: 3966 Project #: Status...: Applied .. Issued. . . Expires. .: PRJ09 -0249 ISSUED 09/25/2009 10/12/2009 04/10/2010 ************** k**** k**** k******* k*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY **************************** k** k* k* k* kk** k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Electrical Permit Fee --------- > $178.25 Total Calculated Fees - -> $182.25 Investigation Fee--------- - - - - -> $0.00 Additional Fees ---------- > ($182.25) Will Call Fee--------------- - - - - -> $4.00 Use Tax Fee ------------------- > $0.00 TOTAL PERMIT FEE --- > $0.00 Total Calculated Fees ------- > $182.25 Payments------------ - - - - -> $0.00 BALANCE DUE ---------- > $0.00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 10/01/2009 Martin Action: AP * * * * * * * * * * * * * * * ** kkk*************************************************************************************************************** * * * * * * * * * * * * * * * * * * * *k * * * * * * * * ** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **************************** * * * * * * * * * * * * * * * * * * * * * * *k * * * * * *k kkk** kkkk*** kk********#************************ k************************ *k * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 INSP OFFICEWROM 8:00 Al SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR Signature of Owner or Contractor C , � Print Name Z C) Date elec_prm_041908 S J Development Review Coordinator 75 South Frontage Road Vail, CO 81657 Phone: 970 -479 -2128 Fax: 970 -479 -2172 Inspections: 970- 479 -2149 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION Project Address Y-4w SIOQS 2657 Arosa Drive. Vail, Colorado 81657 Project #: V� ,+, Building Permit #: 60 t — [ 1 / � 7 1 Contractor Information 9 Electrical Permit #: _S�(,1 E0 [il Company: A- Phase Electric, LLC Company Address: PO Box 1564 City: Avon State: CO Zip: 81620 Contact Name: John Ricca Contact Ph: 970 -926 - Cell: E -Mail: info@apha seelectiicllc.cwm Town of,Vail Contractor Registr o: E -313 A Contractor Signature (required) Property Information Parcel #: 2103- 142 -04 -025 Legal Description: Lot # 8 Blk * C Detailed Description of Work: New electrical work for Town of Vail affordable housing project (Use acidmonal sneer IT necessary) COMPLETE SO. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor 8. Material) Amount of SO Ft 30 to Electrical $ 19,00 Work Class: New (.) Addition ( ) Remodel ( ) Repair ( ) Other ( ) Subdivision: Vail Ri Building Type: Job Name: Arosa Drive Duplex, TOV Affordable Housing Single-Family( ) Two-Family( ) Multi - Family (, ) Owner Name: Town of Vaii Commercial ( ) Townhorne ( ) Other ( ) Mailing Address: 75 S Frontage Road, Vail, CO 81557 Date Received: (For Parcel # Contact Eagle County assessors office at 970 -326 -8640 or visit vvww.ea91eC13unty. Architect( ) Name: Phone: Fax: E -Mail: Designer( ) Engineer( ) ID , i n i; S EP 24 09 I I i TOWP I C C 0) 'TVA � o 1AIM VFW 1,4 Z � LL M w u C\2 o9 LLJ N C/) 0 I IVA �10 NAAOJ CN o V OL G � cn N O � V II® W g o G A a E . G li O IR �:. a , _ K J, M _ a '� m - o o � 'U o co �- OOU OT L C I CLT 3� 500 CU00 (Do - N m f N C.a C O j O 1 O � 7 U cn 7 N U CL 0 O m V:!§ v OOC w = Q y CA O E O N2 0 �00 I p d,C N > LL. N L1"O0 Z O N@ O N •� C G 2 0 C ��"ONNO yo� C6 c o o�N X W y � O Jar I 'p 'a 0, o� p F p _ N O . U C N �. G.> T v q Aj 4 rut �•+ � � � � � 2 •ar. � � s NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT 70ROF VAb ' 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: 2657 AROSA DR VAIL Location.....: Parcel No...: 210314204025 OWNER TOWN OF VAIL 10/08/2009 75 S FRONTAGE RD VAIL CO 81657 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 10/08/2009 Phone: (970) 328 -2699 10/08/2009 Phone: (970) 328 -2699 Desciption: NEW TWO- FAMILY DWELLING: INSTALL BOILERS Valuation: $23,320.00 ALL TIMES Permit #: M09 -0211 Project #: PRJ09 -0249 Status ...: ISSUED Applied.. 10/08/2009 Issued . .: 10/1512009 Expires . .: 04/13/2010 Mechanical Permit Fee --- > $480.00 Will Call ------------ > $4.00 Total Calculated Fees --- > $604.00 Plan Check ------------------- > $120.00 Use Tax Fee ------ > $0.00 Additional Fees------ - - - - -> ($604.00) Investigation------------ - - - - -> $0.00 TOTAL PERMIT FEE --- > $0.00 Total Calculated Fees - -> $604.00 Payments------------ - - - - -> $0.00 BALANCE DUE --------- > $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 10/15/2009 Martin Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cord: 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.. 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. DECLARATIONS m e c h ca n i ca I_pe rm it_041908 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 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM -4 PM. I /" A nature olVOwner or Contractor Print Name k, - oq Date mechcanical_permit_041908 v Department of Community Development 75 South Frontage Road Vail, ,Colorado - 81 y. ' 701" N , 9 70-47 F' De elo' men t. y p MECHANICAL PERMIT Boiler /Furnace Applications MUST include: Fireulace Applications MUST include: (� Mechanical Room Layout/Plan with Dimensions o Equipment Cut Sheets for Fireplaces /Log Sets u Combustion Air Duct Size and Location (Manufacturer's info showing make, model & approval listing) n Flue or Vent Size n Gas Piping Plan (if applicable) Heat Loss Calculations* Equipment Cut Sheets For Boiler /Furnace 'Not required for mme size (6711) boiler replacement with no system changes, or snow melt Project Street Address: 6,2 7 h ro 5 w 'D r,' ✓{ (Number) (Street) (Suite #) Building /Complex Name: krd54 b ple. Contractor Information: Company: -- LX - 14 Mika •u ^c, ( LL G Company Address: P F 6e � l � City: • tiy(! z State: eU zip; T' 6 31 Contact Name: Nt' , e/ Le �= Sa "Pt"' Contact Phone: f47 3 '� 26a Office Use: Project #: ( T �► _ Building Permit #: Mechanical Permit # F : �)"►—� Lot #: Block Subdivision: � Detailed Description of Work: l `C, An 0 °e- 0 (6( g or*(ef - e,( (use additional Sheol it necessary) ❑ Gas Piping Included u Gas Piping by Others c Wood to Gas Fireplace Conversion E-mail Al Li 1 a � � flat bi•►aC, /.�h Boiler Location: R Interior (/) Exterior ( ) Other ( ) Town of Vail Contractor Registration No.' Number of Existing F=ireplaces: X Gas Appliances Gas Logs Wood /Pellet Contractor Signature (required) Number of Proposed Fireplaces: Property Information Gas Appliances __ ___ Gas Logs Wood /Pellet Parcel #; Z 10 3- 1 q 2 —a (For parcel #, contact Eagle County Assessors Office at 970- 328 -8640 or Type of Building: visit www.eagleco unty,usips tie) Single - Family ( ) Duplex ( ) Multi- Family ( Commercial( ) Tenant Name: Restaurant( ) Other( ) (Commercial Properties) Date Received: Owner Name; TO WK 0 - P Vq9 t Complete Valuation for Mechanical Permit: Mechanical $; 2 3 320. 00 C ledev \lbnns \perm its \bull d ing\mcchan ical_�gm it_ 100109 1 'd 5898 'IN f r 2009 tJ 1VOI NVOIA M 0911 6002 1 '110 AREA 3 ARE I R VAL , I UA ( DT BT T U'S �.�' r• I + V� A V ! R� I • V VALLS i 7 I ru I r JP LINDO i ' t I �f � t � d 'J.If L' i f` • 1 �;►`!�l� T�tir^,.TI;:�1� � i l,r.� � z . , V 1 ' � + :,: � IF[F .. DDQ I 0.14 J ,, t kD DRESS: 4 75 r .r r1Cl�1Jv� .10 f I 1 t� t Gt T OTAL 37 INPU NOD =D... 1 — h '� + -jS: jYAIL Building Safet an I s ec i _ R, � ' " "' I T• International Building Code Validit r Co r I Raot'n1 .•.�i no a cons rued to be a permit for, or an app any of the roval of, any violation -of D of this code or of any other ordinance of the ju n• Pe o is presuming to giv a thorit o violat hi� ancel th rovs +o(� of this Y t ":.'.1_`t: S �� `r; f valid. T(i issua °deor t erordi es th ur 4 � v bas n dice �' ` , co rection of s n th o � nt n, h.� s ✓, ;, " ; " +•- a. ` "ti( (.�� i b error i p construction pct c nis and ther data: r e ti P this jurisdiction. u 1 es o r � C ��. c ur , � ����..� �- �ZU Z7v/ .. --____ Z 'd SE98 'IN IVOINVH03A M AW :8 6001 'L '130 I ?4 t"z-rt CRIC Work%-r-h; D9 R 052 R 3 0 3 5 57 /' nn %EA SQUAR!' IR VALUS u I DI • i B! UY S Ri G 0 U 'VVALU w i 1 DI /Y '3 I LJUJ 75 CC) NTRALTO Ft 87Us OU jo ADDP,Ess 7 L -H T U ED 70TAI 37L) lrqpuT . . ...... NEEDED:, 2 . Tu '6 SlqDlv MEL7. ri L.0 Pv✓ COM9, f'� r Gv Ul ' rc- IVDINVH03A M AM 6002 'L '110 r ft l I LV"t l / PGWAB DIREC T OR NON- DIRE(:T VENT 4 -WAY MULTIPOTSE CONDENSINGY GAS FURNACE Product Data 95% AFUE Single Stage Furnace Upflow / Downflow / Horizontal FLEXIBILITY • Dual certified venting (1 or 2 pipes) Direct Writ fum • 40 "(1016 mm) high with wider cabinets, for ease of installation • Factory shipped for natural gas, with Propane Gas conversion kits available • Multipoise - Upflow /downflow/harizontal installation • Vent pipe can be. run horizontally or vertically • Internal condensate drain system SERVICE • Self diagnostics • Entire blower assembly mounted on rails COMFORT • Adjustable timed blower Off delay • Thermal lined, one piece steel cabinet for noise reduction • 24 and 115 VAC humidifier tenninal • Electronic air cleaner terminal • Insulated blower compartment EFFICIENCY • 95% AFUE, upflow / downflow • Up to 95%• AFUE, horizontal • Single stage gas valve operation • Single stage integrated control • Multispeed, permanently PSC blower motors • Induced draft blower • in -shot burners • California NOx approved QUALITY • High temperature limit control prevents overheating • Dependable hot surface ignition with Silicon Nitride igniter • Flame roll -out sensors standard "See Furnace Specitications for clarilication ti 'rl GE98 'ON A09327 APPLICATION HAZARD Failure to follow this warning could result in personal injury or death This furnace is not designed for use in mobile homes, trailers, or recreational vehicles. CERTIFIED ® J *C, As an ENERGY 57AR Partner, we nave determined that this product meets the ENERGY S7AR rrnr.�eNrr j for energy efficiency. l V 3 I NVHOIA 0 AVL I : 8 6002 'L '1 RAPING I c�pr ��ra rrla FURNACE SPECIFICATIONS Model Number NATURAL GAS PG9YAB036060 PGSYABO36080 PG9YAB048080 PG9YA8060100 INPUT (btuh)l 60,000 80,000 80,000 100,000 HTG. CAP. (btuh) 58,000 77,000 77,000 96,000 AFUE` - Upflow / Downilow 95 95 95 95 AFUER - Horizontal 95 94A 95 95 NOx N9/J) X40 <40 <40 <40 TEMP, RISE DEGREES - °F (°0) 30 -60 (17 - 33) 35 -65 (19 -46) 30 -60 (17 -33) - (17 17 -33 ) VOLTSIHZIPH 11511160 11511160 11511160 11511/60 MINJIMAR. VOLTAGE 1041127 1041127 1041127 104/127 RA IN LA AMPS. 10 10.5 13,6 14,6 7RANSrORME1`1 (V.A.) 40 40 40 40 GAS PIPE SIZE - In (mm) 1/2 (13 mm) 112 (13 mm) 1/2 (13 mm) 112 (13 mm) VENT SIZE" 2" or 3" (51 or 75 mm) OD 3" (/6 mm) OD 3" (76 mm) 00 3" (76 mm) OD COOLING AP. 3.0 3.0 4.0 5.0 FILTER SIZE - In (mm) (1 required) 16 x 25 x 1 (406 x 635 x 25) 16 x 25 x 1 (406 x 635 x 25) 16 x 25 x 1 (2) (406 x 635 x 25) 16 x 25 x 1 (2) (d06 X 635 x 25) DIMENSIONS - HEIGHT In (mm) 40 (1016) 40 (1016) 40 (1016) 40 (1016) ­ 74 1 / 2 DIMENSIONS - WIDTH X DEPTH - In (mm) W /O x 29 (467 X 737) 22 x 29 (573 x 737) 22 /a x 29 (573 X 737) x 29 (622 x 737) WEIGHT - Lbs. (Kg.) 1 153 (69.3) 172 (78,0) 180 (61,6) 193 (67,5) . Capacity and AFUE In accordance with U.S. Government DOE test procedures. tGas Input ratings are centfled for elevations to 2000 ft. (610 M), For elevations above 2000 h. (610 M), reduce ratings 2% for each 1000 ft, (305 M) above see level. In Canada, derate the unit 5% for elevations 2000 to 4500 ft. (610 to 1372 M) above sea level. — Vent size may vary depending on length, number of elbows, standard vent or direct vent. See Installation Instructions. MAX CFM's for Factory Washable Filters Fliter She (in./ mm) CFM 14" X 25" (356 x 635) 1400 16" X 25" (406 x 635) 1600 20" X 25" (508 x 635) 2000 24" X 25" (610 x 635) 2500 Max GFM based on 600 FPM # CFM — Cubic Feet per Minute airflow. Filter required for each return —air inlet. Airflow performance includes 1" (25 mm) washable (600 FPM max) filter media. Disposable titters are typically rated at 300 FPM and only allow half of the airflow when compared to 600 FPM filters, Example! 20 x 25 6� 800 FPM = 2000 CFM, Q 300 FPM = 1000 CFM, 5 'd 5B ' °N ]VOINO31A M WHL :8 6002 'L '110 ACCESSORIES Model Number Description Used With Models KGANP48011 HW Gas Conversion Kits - Natural gas to propane conversion Kit, Allows PG9YAB PG9YAB036080 field conversion to propane gas. 29 -3/4 x 22 -7/8 x 20 -5/8 (756 x 581 x 524) KGAPN41011 HW Gas Conversion Kits - Propane to natural gas conversion kit. Allows s PG9YAB PG9YA6060100 field conversion to natural gas. 35 x 24 -1/2 x 20 -5/6 (889 x 622 x 524) KGAFRO901 P16 Filter Kits - External filter frame. 16" x 25" (406 x 635 mm) PG9YAB KGAFR1001 P20 Filter Kits - External filter frame. 20" x 25 (508 x 635 mm) PG9YAB P908 -0001" Condensate neutralizer kit - for condensing gas furnaces All if required PG9YA8036060 3" (76 mm) Concentric vent kit - allows single wall penetration for 2 PG9YAB036080 KGAVTo801 CVT pipe direct vent applications (90+), PG9YA13048080 PG9YAB060100 PG9YAB036060 2" (51 mm) Concentric vent kit - allows single wall penetration for 2 PG9YAB036080 KGAVT0701 CVT pipe direct vent applications (90+), PG9YAB048080 PG9YAB060100 KGAHA6201 PSW High Altitude Pressure Switch Kit PG9YA8036060 PG9YAB036080 KGAHA6301 PSW High Altitude Pressure Switch Kit PG9YAB048080 KGAHA6401 PSW High Altitude Pressure Switch Kit PG9YA8060100 KGAS60301 P01 KGAS80401 P02 Combustible Floor Base used without cased coil used PG9YAB KGASB0801 P06 KGASBO501 P03 KGASBO601 PO4 Combustible Floor Base used with cased coil used PG9YAB KGASB0701 P05 KGADA0101 PYN bownflow Coil Adapter used between furnace and coil PG9YAB 333730701 Orifice Kit* (Qty. 5) Size 41 8:33730-702 Size 42 333730 -703 Size 43 333730 -704 Size 44 333730 -705 Size 45 333730 -709 Size 46 333730 -710 Size 47 333730-711 Size d8 333730 -712 Size 49 333730 -706 Size 54 333730 -707 Size 55 333730 -708 S17e 56 Must oe oraerea rrom nepiacemem uomponencs uivision The PG9YAB direct -vent 4 -way multipoiSe gas furnace has been designed to work specifically with A -coils offered by Payne. These furnaces are not N -coil compatible. The following table shows our recommended furnace coils: Modal Evaporator Coll Coll Dimension - In. (mm) P09YAB036060 CA *MP4823AGA 29 -3/4 x 581 x 4 ) (756 x 581 x 524) PG9YAB036080 GA *MP4823AGA 29 -3/4 x 22 -7/8 x 20 -5/8 (756 x 581 x 524) PG9YA8048080 CA *MP4823AGA 29 -3/4 x 22 -7/8 x 20 -5/8 (756 x 581 x 524) PG9YA6060100 CA"MP6025ACA 35 x 24 -1/2 x 20 -5/6 (889 x 622 x 524) 9 'd qH 'ON IVDINVH03A 0 WHLI :8 6002 1 '110 BLOWER PERFORMANCE Model Number PGQYAB036060 (1)(2) PG9YAB0360130 (1)(2) PG9YAS0dI3080 (1)(2) PG9YAD060100 (1)(2)_ BLOWER SIZE IN. (mm) (DIA. x WIDTH) lIX10 (279 x 254) 11x10 (279 x 254) 11 )( (279 x 10 254) 11 x 10 (279 x 29) MOTOR H.P. (TYPE) 901 1 /3 (PSC) 1 /2 (PSG) 1993 MOTOR SPEEDS 4 4 4 4 AIRFLOW DATA (CFM) Furnace External Static Pressing (in wc) Furnace Motor Speed Seleclion Airflow - CFM LOW .10 ESP in we MEDIUM LOW 901 1245 1993 MEDIUM HIGH 1204 1326 1690 2137 HIGH 1478 1456 2082 2240 LOW ; , t .0 0 : : 1 1768 ,20 ESP in we MEDIUM LO ........... 1250 1934 MEDIUM HIGH 1154 1312 ' - 1 952 1850 2062 HIGH 1418 1"0 2163 1 LOW - .. . I .... .. 1: 1722 .30 ESP in we MEDIUM LOW 1226 18 MEDIUM HIGH 1103 1280 1801 1992 HIGH 1350 1420 1 4 2083 LOW - 1107 1656 .40 ESP in we MEDIUM LOW 1801 MEDIUM HIGH 1053 1241 1533 1916 HIGH 1280 1379 1785 2002 LOW ......... . .. ......... •. !90 1590 MEDIUM LOW 1723 .50 ESP in we MEDIUM HIGH 993 1209 1462 1833 HIGH 1201 1325 1688 1912 LOW 1513 MEDIUM UDW ! ) : : , , . - .60 ESP in we — MEDIUM HIGH 924 1 301 1745 HIGH 1116 1261 1593 LOW q ;t .... .. .70 ESP in we MEDIUM LOW 1547 MEDIUM HIGH 1287 1654 HIGH 1023 1208 1482 1727 LOW ,80 ESP in we MEDIUM LOW 775 - 7�0 it ......... . .. . . MEDIUM HIGH 1162 1551 HIGH 931 1360 1618 LOW t 01 T Nli;111 jl1!!:!lp :::1!1?j!:! MEDIUM LOW j j t ........ ... ... i: .7. .90 ESP in wC MEDIUM HIGH ..... ........... .. . ........ HIGH t 1, i iti i 1231 1502 LOW ::;:N: iMii i4i % Mil 1.00 ESP in we MEDIUM LOW MEDIUM HIGH t O l i ti tj: :. .. ..... ... ...... ... 12 HIGH t'. NOTE: (1) Data based on Bottom Only or One Side return. NOTE: (2) Gray area Is above maximum temperature rise range. qtrH 'ON 1VOINVOIA M AVL I :8 60OZ 'L '110 DIMENSIONS — IN. (MM) Cabinet to Combustible Clearances TOP BOTTOM RH LH BACK FRONT FLUE 1" (25) 0 "(0) 9' 0" (0) 0" (0) 3" (76) O" (0) F P AIR INTAKE VENT TOP i .. .................... .. .... ,......... .- ..- ......... . ... -- -'--.._._. LEFrSIDEO QIII,` ELECTRICAL r�?I.JI PI TRAP (0) ICOVNY1A0LOvJr• - -.X Io GAS �� 1 1 VEtf•r .. ..., —r AIR INTAKE (KO) „ (ALTERNATE) 9 7RAF (KO) 112271 � 1 6� IT$ UPFLOWMOBQONTAL 241 THERMOSTAT '� 1177.6 , 11 gq e�, I 1761?B1Lri ; MINIMUM CLEARANCES TO COMBUSTIBLE MATERIALS FOR ALL UNITS - In (mm) r -- a 7 READ 0 FRONT (combustion air openings in 3” (76.2) 9urnace and in etructure) .•. Required For Service - 24' (609.6) FRONT _ ALL SIDES Of §UP PL PLENUM 1" (25.4) SIDES 0 VENT 0 I I TOP OF FURNAOE r I I 1 30" (762mm) clearance recommended for furnace removal. Horizontal position dine coniacl is porrnissible only belween 19ripa lines formed by IrltersoollOns of tdp and Iwo sides of Furnace p47,n jaakel, and building joists, sruds or framing, aLIP i i •T NOTE; Evaporator "A" Coil drain pan dimensions may vary from furnace duct opening size. Always consult evaporator specifications for duct Sizo r®quiremsntS. Furnace is d ®signed for bottom return or side return. ��55 1874119 Return air through back of furnace is N07 allowed. 199o.�r 1 e. I I IJL50 (K01 1 I ..��— 21 4 F� �.J 2tl L J >— 29 1> r• 1 8 9. 9124 — (si9.a1 lr�i / ' 46114009.51I � DI1611 91 14 TYPE Drawing is representative, 2al - but some models may very 1y161211 GAS (KO) , j l FIGHT SIDE BOTTOM , TRAP (KO) p ; 1 ___..__.__-- - -•.._. ') /(000NTERPL0W) I I L..__— . 0 —.• CL6CTRICALIKO) - -t AIR INTAKE (Kai ogr• -" l vil om ALL DIMENSIONS: In (mm) t�1 t qui j ^ (ALTERNATE) 131171 1142.21 `'~~ — VENT (KO) (1p�81 iea. j'hB T ` HORIZONTAL 1 21 3 1 1177.8, THERMOSTATIbz[h� . IY IIUufi i 1848. ,38.rV 1751 a as gg161 (199.1 p99.9) 1969.Y) ill/ (K .I_._ . ......... 6 I KO - Knock0w (123'1) 24 1 �BI�1 a y (009.8) Unit Cabinet Bottom Top A B C D E F I G N Capacity 1911 6' 9 4 18 4 2 14 P09YA8030080 066.81 ("") (64) (274.71 On.) 111491 18 22 21 115 119 105 1, 43 18 41 12 2 91 12 pG9YAE096080 (M.91 09.81 p97) 1 (111.1) !1u.9) 161.9 1941.9) 22 21 1 183 14 43 16 pl f9 25 19 11 PGOYABO49090 67L9 s�9el (.971 tt C.J nha; Iva31 tl.l) (499.91 25 29 7 l1e 29 43 4 4llm 2 12 1`39YAB060100 (92'2.91 694.4' 16.9 16842 011.1 h4,9 91.E 1111 ap.ellieAiom n-..bl.d I. rb.na. b,Rh..l F7 A09268P A 'd qF ON 1VDINHHD3W M AVLI:8 6006 1 '110 04 -08 -2010 Inspection Request Reporting Page 9 4:28 pm Vail, CO - City Inspect Date: Friday, April 09, 2010 Inspection Area: JRM Site Address: 2657 AROSA DR VAIL A/P /D Information Activity: M09 -0211 Type: B -MECH Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: TOWN OF VAIL Contractor: R & H MECHANICAL LLC Phone: (970) 328 -2699 Description: NEW TWO- FAMILY DWELLING: INSTALL BOILERS Requested Inspection(s) Item: 390 MECH -Final Requested Time: 01:00 PM Requestor: R & H MECHANICAL LLC Phone: (970) 328 -2699 Comments: 977.1061 Assigned To: JMONDRAGON Entered By: CGUNION K Action: Time Exp: L Inspection History 4 Item: 200 MECH -Rough *' Approved '" 12/17/09 Inspector: NSC Action: CR CORRECTION REQUIRED Comment: Unit A- 1.Move exhaust at rear sliding door, exhaust is closer than 3' to opening. 2. Pipe aux drain from A/C unit drian pan. 3.provide dryer specs, vent length exceeds code. 4.check straping of duct's in attic space. Unit B- 1. Pipe Aux drain from A/C unit. 2.provide dryer spec's, vent length is over code. 3. check straping of duct in attic space. 01/07/10 Inspector: Martin Action: AP APPROVED Comment: Item: 310 MECH- Heating Item: 320 MECH- Exhaust Hoods Item: 330 MECH - Supply Air Item: 340 MECH -Misc. Item: 390 MECH -Final REPT131 Run Id: 11255 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ME OF 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: 2657 AROSA DR VAIL Location.....: Parcel No...: 210314204025 OWNER TOWN OF VAIL 75 S FRONTAGE RD VAIL CO 81657 APPLICANT ROD HALL COMPANY DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License: 150 -M CONTRACTOR ROD HALL COMPANY DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License: 150 -M 11/19/2009 11/19/2009 Phone: 303-777-7700 11/19/2009 Phone: 303-777-7700 Desciption: INSTALL TWO GAS FIREPLACES (GAS PIPING BY OTHERS) Valuation: $3,000.00 Permit #: M09 -0260 Project #: PRJ09 -0249 Status ...: ISSUED Applied ..: 11/19/2009 Issued . .. 11/24/2009 Expires . .: 05/23/2010 *********###**###******************************* * * * * * * * * * * * * * * * * * * * * * * * # * * * **** *F EE SUMMARY ***************************####***#******************* * * * * * * * * * * * * * * # * * * * * * * * * * * * * * ** Mechanical Permit Fee --- > $60.00 Will Call ------------ > $4.00 Total Calculated Fees --- > $79.00 Plan Check ------------------- > $15.00 Use Tax Fee ------ > $0.00 Additional Fees------ - - - - -> ($79.00) Investigation------------ - - - - -> $0.00 TOTAL PERMIT FEE --- > $0.00 Total Calculated Fees - -> $79.00 Payments------------ - - - - -> $0.00 BALANCE DUE --------- > $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 11/19/2009 JLE Action: AP ***************#***#***######*# rtrtrtrtrtrtrt** rtrt* rtrtrtrt* rt*****************#** rt*#**###* rt#* rt*********************************##*##**############### rt**** rt** rt******** * * * * * * * * * * * * # * * # # # # * * # # * *rtrt * * ** CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: CON0011195 SEPARATE PERMIT REQUIRED FOR GAS PIPING BY OTHERS ##############***#************************************####**# rtrtrt*** rt***********#*###*****************************************************##**#*#**#** rt*#** * * * * * * * * * * * * * * * # * # # # # # * # # # # *rt #* 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 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM -A PM Signature of Owner or Contractor Print Name Z o Datef m e c h ca n i ca I_pe rm i t_041908 §2111grjFutrnace Aopiirations NIUST Ind de: • Mechanical Room layout/Plan with Dimensions • Combustion Air Duct Size and Location ❑ Flue or Vent Size ❑ Gas Piping Plan (if applicable) ❑ Heat Loss Calculations* ❑ Equipment Cut Sheets for Boiler /Furnace *Not required for same Are (M) bolter repi?o"Y ent wO no system changes,, or snow melt fimpla Aoaikatio ade: ❑ Equipment Cut Sheets for'FirepiaoeRIA Sets (Manufacturer's info showing make, model & approval listing) Project street Ad ess: office use: Fg j —G �2 Project #: (Number) (SIllreet) (St #) Building Permit #: F/ d "1 I / Buliding/Complex Name: _ Mechanical Permit #: / � � n 'a 1 100 Contntctor 1 Lot #: BI ock # Subdivision: t Company: ` Detailed Descriotion of Work Company Address: � p-� 3� r12 ! city : +f� 2,� C gyp: z2IJ c . state: ' ` Contact Name: � Oc Contact Phone: _`?U / .� �Q ...,., ; (use additional sheet if necessary) !. E-Mail �� CC. p. C I n ❑ Gas Piping Included % Gas Piping by Others ; Town of Vail Contractor Registration No.: �� '" /"I E3 Wood to Gas Fireplace Conversion ,. �... �.,. �.. o-_.,,, �. �. w,....,,.......,_.,_...,. �. ._..,..m.M,....,....:.,.�.�.�,1 �Boiler ln�trac S19nature �(requ�lmd) _.__ ....w_. _ „..__._......_...,... M.._�..; Location: ; Interior ( ) Exterior ( ) Other ( ) a Property Information°_ � r 1 �1 "1 . F.._... ,_ �._ .. w_. . ,...A_� �..� . ... _.�._.- ........ ._.v... Number of ExWng Fireplaces: .�� Parcel #: C (For parcel #, contact Eagle County Assessors Ofte at 970 - 3284” or ' Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) visit www.eaglecouty.tnoatie) Number of Proposed Fireplaces: Tenant Name: Gas Appliances (* Gas Logs ( ) Wood/Pellet ( ) (Commercial Properties) Owner Name: IType of Bundling: _.._......__._........_.:..,.,: ._............_..._ ............ ......_....._ ...__...._..,_........... Single-Family O Duplex Muhl- Family O Commercial ( ) Complete Valuation for Mechanical Permit Restaurant ( ) Other ( } Mechanical $: 3 0 00 , Ol ` .. _ _ .. _ _ - _... _ . ........ .._ .. ......: Date Received: n p _ V D NOV 19 2009 r-m TOWN OF VAIL T-cl 69TTLLL606 sgonpoid i❑ojwo0 ope❑oloo WdgS :6 600a GTAOW MECHANICAL PERMIT GD36NTR -t C BG D36N 'T R y w : . .: '• ' !�cc.� NATURAL GAS MIODEL BG s . a �w D36P TR�%�� � 4�� r � PROPANE GAS 11,10: a } as I X F �44.f ILG 11 CERTIFIED FOR CANADA AND UNITED STATES US THODS. SAFETY INFORMATION*'a If the information in these instructions are not followed exactly, a fire or explosion may result causing property damage, personal injury or loss of li - Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. - WHAT TO DO IF YOU SMELL GAS- • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. • Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier, call the fire department. Installation and service must be performed by a qualified installer, service agency or the supplier. `H# 11 5 us . �mwaa nie.ar..r�.em• Clan I -an DC3 ._ .Qfpt:;•p +1:Sa::lcdt¢,�1t,;� * %ti i.F1j�f �' >'Fi u wIC.�4d�!T ",lid + �a a I: r 1 • 4 I �I; � l �� ?t 1�1 �aill �j li ( I a g y�iii a:.r r� 1 k t All, [ ! $loco 2'd 691TLLL606 slonpoid 1 -iojwo0 ope.doToo WdgS =6 6002 6T AOW CERTIFIED UNDER CANADIAN AND AMERICAN NATIONAL STANDARDS: CSA 2.33 • ANSI Z21.88 FOR VENTED GAS FIREPLACE HEATERS. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES M9 OF VVAII Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 PLUMBING PERMIT NDUP Job Address: 2657 AROSA DR VAIL Location.....: Parcel No...: 210314204025 OWNER TOWN OF VAIL 10/07/2009 75 S FRONTAGE RD VAIL CO 81657 APPLICANT AVON PLUMBING & HEATING PO BOX 2051 EDWARDS CO 81632 License: 314 -P CONTRACTOR AVON PLUMBING & HEATING PO BOX 2051 EDWARDS CO 81632 License: 314 -P 10/07/2009 Phone: 970-926-1608 10/07/2009 Phone: 970-926-1608 Desciption: NEW TWO- FAMILY DWELLING: PLUMBING INCLUDING GAS PIPING Valuation: $29,200.00 Permit #: Project #: Status ... Applied .. : Issued. . . Expires . .: P09 -0145 PRJ09 -0249 ISSUED 10/07/2009 10/21/2009 04/19/2010 +++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + +++ + + + + ++ FEE SUMMARY +++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Plumbing Permit Fee --- > $450.00 Will Call ------------------ > $4.00 Total Calculated Fees --- > $566.50 Plan Check ---------------- > $112.50 Use Tax Fee ------------ > $0.00 Additional Fees ------------ > ($566.50) Investigation--------- - - - - -> $0.00 TOTAL PERMIT FEES - -> $0.00 Total Calculated Fees - -> $566.50 Payments ------------------- > $0.00 BALANCE DUE------ - - - - -> $0.00 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + APPROVALS Item: 05100 BUILDING DEPARTMENT 10/12/2009 Martin Action: CR Provide mechnical/ plumbing plans and heat loss calculations 10/20/2009 Martin Action: AP 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 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM -4 PM. Signature of Own2 9r-Contractor Date �AIZ C:�>>�US Print Name plmbpermt1_041908 PLUMBING PERMIT Project Street Address: 2657 PR-05A 'DP- (Number) (Street) Building /Complex Name: 70\1 'DUPLE)) A + Z (Suite #) Contractor Information: Company: P L U H S 1 N G , t Oc . t�or­j 2 x51 Office Use: Project #: V I — 02 q q Building Permit #: GQ Q 2 l a Plumbing Permit #: _ �C�� I Lot #: Block #� Subdivision: Company Address: Detailed Description of Work: C1lC kQ' -- City: E hJAQ -DS State: CU Contact Name: M,A,Q,1 O Contact Phone: C9 904' CC5 1 Zip: l 63 2 - ConPt ETE �t<1n�1 �G (wAS ItTE V END GA S) f oe 2 u N1 - [ S E - Mail trio C a van pLu rnber5 coM (use additional sheet if necessary) Work Class: Town of V Con or Registration N .: � � � � P New ( ✓) Addition ( ) Remodel ( ) Repair ( ) Other ( ) X ( Z6 Type of Building: Contractor Signature (re a Single- Family ( ) Duplex (V� Multi - Family ( ) Commercial Property Information ( ) Restaurant( ) Other( ) Parcel #: 2 �o3 ) 2 -o 4 oZ S (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or Date Received: visit www.eaglecounty.us /patie) Tenant Name: Owner Name: 70WIJ Of V+ Complete Valuation for Plumbing Permit: Plumbing $: �6 29 . 2 CON , a OCT 0s 2009 TOWN OF VAIL 01- Oct -09 B09 -0210 : Entries for Item-540 Action Comments AP Total Rows: 1 - BLDG -Final C/O 09:40 01/17/2013 By Date Unique_ Key mdenney 06/23/2010 A000134 139 Page 1 E09 -0213: Entries for Item :190 - ELEC -Final 09:42 01/17/2013 Action Comments By Data Unique_ Key DN no open bulb fixture in storage under stairs sgremmer 04 /20/2010 A000132 fci garage door recipt 405 AP sgremmer 06 /17/2010 A000133 979 Total Rows: 2 Page 1 M09 -0211: Entries for Item-390 - MECH -Final 09:44 01/17/2013 Action Comments AP - Total Rows: 1 Page 1 By Date Unique_ Key Martin 04/09/2010 A000132 277 Page 1 M09 -0260: Entries for Item:390 - MECH -Final 09:45 01/17/2013 Action Comments By Date Unique_ Key AP Martin 06/17/2010 A000133 973 Total Rows: 1 Page 1 P09 -0145: Entries for Item:290 - PLMB -Final 09:45 01/17/2013 Action Comments By Date Unique_ Key AP _ _ Martin 04 /09/2010 A000132 275 Total Rows: 1 Page 1