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HomeMy WebLinkAboutB11-0023TRANSMITTAL FORM Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: ) evisions K.Fesponse to Correction Letter j_attached copy of correction letter i O Deferred Submittal O Other Project Street Addresj (Number) (Street) uite #) Building /Complex Name: Contact Informati - Company: ►. , Company Address: City: State: Zip: contact Name: :.ontact Phone: -Mail revised ADDITIONAL Valuations (Labor & Materials) DO NOT include original valuation) Description / List of Changes: s 4 T i 1 i 3 i i E _ (Y (use additional sheet if necessary) Date Received: D IPR 19 2011 V, BERGLUND Architects, LLC April 8th, 2011 Martin Haeberle Chief Building Official Community Development Department Town of Vail 5 South Frontage Road Vail, CO 81657 970.479.2128 970.479.2452 Fax Re: Response to Town of Vail Comments for 994 Ptarmigan Road for permit 11311 -0023 Dear Martin, The following is Berglund Architects response to the Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023 per the changes we agreed to and discissions at your office on 4 -5 -11. 1 have copied the Town's comments and added our response after them in bold. Please call at your convenience at 471 2348 to discuss any questions or email if more convenient. As requested, we are submitting (4) copies of the drawing changes. We have reinserted two of these copies in to the two building department sets and provided two loose sets for the Fire Department and Public Works) BUILDING COMMENTS General Comments 1. Provide plans for required Radon mitigation system. Reference section AF 103 IRC. As discussed, we addressed the requirements for the design build radon mitigation system in our specifications which were enclosed with the original permit submittal. We have added the following summary to the general notes on drawing A3.1 GENERAL NOTES: Provide design build engineering and construction of a passive radon gas mitigation system for the project to which an inline turbine fan could be added later if required per the following criteria and as required to maintain radon levels at the mechanical crawlspace, lower level and house below EPA and other government standards. The radon mitigation sub contractor will be responsible for coordinating his work with the vapor barrier installation and the electrician for an electrical junction boxes at the locations determined by the radon mitigation subcontractor for the potential future fans. At a minimum, the following systems / services will be provided as part of the base bid by the radon mitigation sub contractor • Sealing of the crawl space slab and lower level concrete slab to the foundation walls • Sealing of all plumbing and other penetrations through the concrete slabs or through the below grade portions of the foundation wall. • Location and installation of pipes, ports, and opening in slab for the slab depressurization system. Provide a passive vent pipe system which runs from the slab penetration location(s) to the outside in accordance with EPA standards. The vent(s) shall be run within the interior or exterior walls to a location(s) high on the roof. Coordinate vent location with Architect and Page 1 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BEP,GLUNB Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 611 -0023, 4 -8 -11 or Owner. • Provide power adjacent to slab vent penetrations for potential future inline fan location including all required rough in wiring, and junction boxes, in the event that a fan is required to be installed. • Provide provisions for a system failure indicator, including all required rough in wiring, and junction boxes, in the event that a fan is required to be installed. • Perform radon testing after the home/ passive system is complete to determine if the home passes or if an active system is required in order to maintain radon below EPA and other government standards.. • If an active system is required, perform follow up radon testing after the system is complete to determine if radon has been mitigated. • Provide an inline fan if active system is required. Provide other equipment and system as required to provide a functional radon mitigation system for the units. 2. Provide special inspection agreement for soils A copy of the special inspections form is attached. Contractor will hire H.P. Geothech to provide open pit inspections to verify that soil conditions are consistent with the original soil report and suitable for the foundation and sub soil drainage system designed, prior to construction of any and all footings and as required per the soil report. Architectural Comments- Sheet Al 1. Provide breakdown of building square footage to include dwelling, garage, and covered decks. We had provided the habitable SF calculations for house and garage on the cover sheet. As discussed we don't have any decks with roofs over them so we have provided all areas under roof already. Sheet A2.1 Plans do not reflect the required slope from the building per section 1804.3 IBC. Revise plans to show compliance with the code and create consistency between the architectural, structural, and soils engineer. Soil report requires 5% slope away from house for first 10' (6 ") for unpaved areas and 2.5% slope away from house for first 10' (3") for paved areas. We have complied with this. Civil drawings do not reference grade slopes. �l Sheet A2.4 1. Annotate on plans how utilities are to be abandoned. We added the following note to the demolition plan (which you have already approved): Prior to demolition all existing utilizes will be turned off and disconnected as follows: Contractor to be responsible for coordinating the disconnect of all utilizes with the appropriate utility companies / departments. Page 2 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BEF2GLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023, 4 -8 -11 Electrical: to be disconnected at transformer at south west corner of lot. Design Build subcontractor will provide new larger amperage service will replace the existing service. Phone and Cable TV: to be disconnected at phone pedestal at North East corner of lot. New service to be run in conduit to house. Water: to be turned off at existing water valve as noted on survey. Water line to be cut just west of the valve (house side of valve). New water service to be provided as noted on Mechanical/ Plumbing drawings. Gas: to be turned off at existing gas valve along south property line. Approximate location of gas line is shown on sheet A2.1 Gas line to be cut just North of the valve (house side of valve). New service to be provided as noted on Mechanical /Plumbing drawings. Sewer: Existing sewer line to house at south side of house will be dug up, cut and capped close to south property line. Approximate location of sewer line is shown on sheet A2.1 New sewer line to house is proposed to connect to the existing sewer line at the same location as the existing. Sheet A3.0 1. Mechanical plans do not reflect an oil separator for the elevator pit. Please clarify. Per Otis Elevator's manufacturer's recommendations / requirements as well as Eagle River Water and Sanitation's requirements, we have noted on sheet A3.0 an oil inceptor at the sump pump to turn off the sump pump and sound an alarm if oil is detected. The pump is noted as SP1 on sheet M2.0 and the pump is specified in the "Plumbing Equipment Schedule" on sheet M1.0 where it notes "Oil smart system, audible and light alarms, check valve ". We have added to the existing note referencing the sump pump that "an oil inceptor at the sump pump to turnoff the sump pump and sound an alarm if oil is detected" on sheet A3.0. As shown on P2.0, the sump pump now pumps the water to connect to the discharge line which flows to the drywell as shown on Civil sheet C001. Check valves / gate valves are noted at the elevator sump pump as well as the main sump pump in the crawlspace so that water can not backflow from one sump pump to the other. Sheet A6.1 1. Detail 1 conflict with civil drawings in regards to slope. Please clarify We note "slope grade at 5% min away from building per soil engineer" Soil report requires 5% slope away from house for first 10' (6 ") for unpaved areas and 2.5% slope away from house for first 10' (3") for paved areas. We have complied with this. Civil drawings do not reference grade slopes. Sheet A7.9/A7.10 Termination of vents to be in conformance with manufactures installation criteria and mechanical code. Provide verification from the manufacturer of proposed plans. Page 3 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BEF2GLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023, 4 -8 -11 Sheet 7.9: the Outdoor Viking BBQ hood, 10" vent pipe and side termination of vent/ grill at the side of the chimney shown complies with manufacturers requirements. The Viking hood specified is designed for outdoor use over BBQ grills. We have noted on the drawings for the "contractor to have a copy of the installation requirements for the BBQ hood and venting so the building inspector can verify installation meets manufacturer's requirements ". We have also provided a copy of the Viking installation requirements for the BBQ hood and venting for your reference. The hood is shown to be mounted at 36" above the BBQ grill which complies with Viking min height of 30" and max height of 36" above the BBQ grill. Sheet 7.10: After researching the Dura Chimney manufacturer's recommendations for the flue pipe and chimney cap shown, you were correct that the horizontal chimney top was not allowed per the manufacturer's installation requirements. We are now specifying a flue pipe and termination by [CC, model Excel flue pipe and termination, which allows the horizontal cover above it as we show. We have noted to maintain a min of 1.5" between combustibles and the flue pipe on the drawings and for the "contractor to have a copy of the installation requirements for the fireplace flue and chimney cap so the building inspector can verify installation meets manufacturer's requirements ". We have also provided a copy of the Excel installation requirements for the BBQ hood and venting for your reference. Sheet A7.11/ M3.1 1. Details conflict with mechanical plans. Please clarify termination complies with section 503.5.4 IFGC. Also, show combustion air termination is a minimum of 3 feet above the roof. The boiler flues shown on grid C and 8.5 on sheet A 3.4 and details 5 and 6 on 7.11 are exhaust only and are now shown 3' -2" above the adjacent highest roof. We raised the chimney 11" as called out on sheet A3.4 The mechanical engineer has approved our details 5 and 6 on 7.11 and has revised the mechanical detail N on M3.1 to match our detail. The combustion air intakes are on the north wall as shown on M2.1 and 1/A4.2. Sheet A9.23 1. Annotate on plans that the spa cover will meet the barrier requirements per section AG 105.5 I RC. We have noted on sheet A9.23 "provide cover at spa which complies with ASTM F 1346 as listed in IRC section AG107 per IRC section 105.5 Barrier Exceptions" Sheet A9.24 1. Please clarify the proposed motorized drapery system will comply with section 310.4 'IRC for emergency egress in bedrooms. As discussed. the roller black out window shades at the master bedroom and upper level bedroom windows / doors do have a side guide track, but no attachment at the bottom. The bottom of the shade has a flexible weighted edge and the shade is not fixed to the side guide /track so that If one grabs and pulls at the bottom of the shade it will easily pull / pop out of the side track and can be pulled away from the doors and windows allowing access to the egress doors. We feel they meet Page 4 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 1311 -0023, 4 -8 -11 the requirements of IRC section 310.4 ... "screens or similar devices are permitted to be placed over emergency escape and rescue openings... provided such devises shall be releasable... from the inside without the use of a key, tool or special knowledge or force greater than that which is required for normal operation of the escape and rescue opening ". A note clarifying this has been added to sheet A9.24 Structural Comments Reviewed and accepted Plumbing Comments: 1. Clarify sewer line connection is in compliance with section 701.3 IPC. Note: Town of Vail does not own a sewer system. The house sewer line will connect to Eagle River Water and Sanitation's public sewer line in Ptarmigan Road as noted below. As discussed the existing house connects to Eagle River Water and Sanitation's public sewer line in the easement on the adjacent lot to the south. 2. It appears plumbing fixture will be lower than the rim of the upstream manhole. Reference section 715.1 IPC. Identify fixtures to be served by a backwater valve. �. Per discussions with you, Drew Rader and Eagle River Water and Sanitation, it was agreed the existing sewer connection to the south of the house should be abandoned and the existing sewer line will be repaired and a new house sewer line will connect to the main sewer line in Ptarmigan road approximately 12" to the south of the manhole which is to the north of the proposed (and existing) driveway as shown on sheet A2.1. As discussed if the existing sewer connection had utilized the finish floor height of the main level of the house would have been approximately 16" the top of the downhill manhole a backflow preventer would have been required. Since back flow preventers are easily damaged by cleanout procedures in the event of a sewer blockage, we decided the new sewer connection as outlined above and shown. The downhill manhole elevation of the new sewer connection is approximately 27" below the main level finish floor. Mechanical Comments: Sheet M1.2 1. Clarify on plans the snow melt system controls complies with section 403.8 IECC. Snowmelt system complies with 2009 IECC, section 403.8. See sheet M4.2, item 14, section a and 9• Page 5 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUNE3 Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 1311 -0023, 4 -8 -11 \ Sheet M3.1 \ , 1. Show details for fireplace and barbeque flues in compliance with section 805.6 and 906 of the IMC Details for fireplace and barbeque flues are shown on A7.9 and A7.10. All decorative shrouds at chimney terminations will be listed and labeled for their installation per 2009 IMC section 805.6. All Factory built barbecue appliances will be installed per the manufacturers installation instructions, 2009 IMC chapter 9 and 2009 IFCG chapters 3, 5, 7, 8. Sheet M3.2 �1. The sizing for the fire pit is to be a maximum of 3/' for the branch line and requires automatic controls with a timer to not exceed 30 minutes. Reference section 411.4 of the IFGC as amended by the Town of Vail. Revise plans. Note: the proposed btus recommend will not work as proposed. Gas piping to the fire pit has been reduced to 3/4" and a 30 minute timer has been called out. See sheet M1.0, Gas Load Summary, Sheet M2.1 and Sheet M3.2, detail K. 2. Clarify on plans the range is listed for a residential application. Reference section 623.2 and 623.3 IFGC The proposed Wolf range is listed as a residential appliance per 2009 IFGC section 623.3. Kitchen Make -Up Air will be provided as described on sheet M4.2, item 13. 3. Annotate on plans the fireplace spec sheets to be provided at the time of inspection. On sheet A 7.10, we have noted "contractor to have a copy of the installation requirements for the fireplace gas log set, flue and chimney cap so the building inspector can verify installation meets manufacturer's requirements ". This is also called out on M3.2, detail K. Sheet M4.0 1. Annotate on plans the welded gas piping to be tested at a minimum of 60 psig. See town of Vail amended code section 406.4.2 IFGC All welded gas piping will be tested to 60 psig minimum. See sheet M4.0, item 40. Electrical Comments: Provide electrical load calculations for review as per Town of Vail submittal requirements We had submitted this with the building permit submittal, but I have enclosed another copy of this with my email. Page 6 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BEF2GLUNU Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023, 4 -8 -11 PLANNING COMMENTS Approved FIRE DEPARTMENT COMMENTS PUBLIC WORKS COMMENTS 1. 10 vehicle parking space are not allowed during construction. PW will approve 5 parking spaces until Nov. 1, 2011. No winter parking in ROW allowed. A Public Way Permit and fee will be required. Revise sheet On our Construction Management Plan on A2.3, we only show 5 parking spaces. We note them in the ROW for summer parking only through November 1 and note 5 spaces within the property for winter parking after November 1st. Dennis Thompson of Shaeffer Construction has already met with the Town of Vail Department of Public Works and they have approved the revised parking and construction management plan. Shaeffer Construction will be applying for the A Public Way Permit. Thanks for your assistance. Please call or email with any questions. Sincerely, Berglund Architects L.L.C. A Colorado Limited Liability Company 0 4 -8 -11 Hans Berglund Date Page 7 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 �3i1 -�oa3 BERGLUND Architects, LLC TRANSMITTAL DATE April 11, 2011 TO Martin Haeberle Chief Building Official Department of Community Development 75 South Frontage Road Vail, CO 81657 970.479.2128 970.479.2452 Fax C.C. C.C. FROM Hans Berglund RE 994 Ptarmigan Drive Residence; Vail Village Filing 7, Block 4, Lot 3 VIA Hand Delivery ENCLOSED (4) Copies of the revised Building Permit Sets (2 bound in existing submittal, 2 loose), also the original sheets that were replaced (1) Response letter addressing each comment (1) Copy of the electrical load calculations (1) Copy of the special inspections agreement for soils (1) Copy of the specifications and installation manuals for the fireplace flue and BBQ hood COMMENTS Martin, Enclosed are the original building permit drawings with the sheets that were revised noted and bubbled. They are: A2.1, A2.3, A2.4, A3.0, A3.4, A7.9, A7.10, A7.11, A9.23, A9.24, M0.0, M 1. 1, M1.2, M1.3, M2.0, M2.1, M2.2, M2.3, P2.1, P2.2, P2.3, M3.0, M3.1, M3.2, M4.0, M4.1 Please let me know if there are any questions / comments. Thank you very much. Hans Berglund KA?P:R 12011 - � OF VAIL P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 CC CHIMNEY I he Technology Leaders ICC INDUSTRIAL CHIMNEY COMPANY INC. ST- JEROME, QUEBEC, CANADA, J7Y 4137 TEL: (450) 565 -6336 - FAX: (450)565 -6519 INSTALLATION AND OPERATION INSTRUCTIONS "RIS" CHIMNEY TYPE: Type "A" factory -built chimney suitable for venting negative or neutral draft (non - pressurized) appliances including boilers, building heating equip- ment, fireplaces and stoves. RIS has been designed, tested, and listed to vent large wood burning fireplaces and to extend masonry chimneys. RIS is listed to the UL 103HT standard for use in the USA. Note for customers in Canada: Model RIS is not certified to the ULC S -629 Standard. SIZE: 6" - 24" Chimney A MAJOR CAUSE OF CHIMNEY RELATED FIRES IS FAILURE TO MAINTAIN REQUIRED CLEARANCE (AIR SPACE) TO COMBUSTIBLE MATERIALS. IT IS OF UTMOST IMPOR- TANCE THAT THIS CHIMNEY BE INSTALLED ONLY IN ACCORDANCE WITH THESE INSTRUCTIONS. Use only factory supplied components. Failure to do so will void the certification and the warranty of this chimney. If possible, install the chimney on the interior of the building as it will provide better per- formance than an exterior chimney. In areas with continuous temperatures below 0 °F the use of an exterior chimney may result in operating problems such as poor draft and excessive condensation of combustion products. If you do install an exterior chimney, we recommend that you install it within an insulated enclosure. Read these instructions and keep them for future reference. Contact local build- ing or fire officials about restrictions and installation inspection in your area. RIS has been tested and listed to the UL 103HT chimney `µT ER "-,A- standard by Warnock Hersey - Intertek Testing Services vs Listing # 50195 -C7- 704800 C k US dock x, RIS 03 -06 Contents TECHNICAL SPECIFICATIONS .............................................. ............................... 3 Materials................................................................................... ............................... 3 Allowable Flue Gas Temperatures ........................................... ............................... 3 Clearances............................................................................... ............................... 3 RIS DIMENSIONS AND CAPACITIES .................................... ............................... 4 GENERAL INSTALLATION NOTES ........................................ ............................... 5 ChimneyCleaning ...................................................................... ..............................5 ChimneySizing ......................................................................... ............................... 5 RecommendedFlue Height ...................................................... ............................... 6 Earthquake Damaged Chimneys .............................................. ............................... 7 Local Requirements .................................................................. ............................... 7 INSTALLATION INSTRUCTIONS ............................................ ............................... 7 ChimneyLengths ...................................................................... ............................... 7 AdjustableLength ..................................................................... ............................... 7 AnchorPlate ............................................................................. ............................... 8 BoilerApplications .................................................................... ............................... 8 Using an anchor plate to extend an existing masonry chimney .............................. 8 CHIMNEY EXTENSIONS ......................................................... ............................... g TYPICAL SITE BUILT .............................................................. ............................... g Extending a masonry chimney lined with a metal chimney liner ............................. 10 MasonryTransitions .................................................................. ............................... 10 FireplaceApplications ............................................................... ............................... 10 RIS Minium Rough Opening Dimensions ................................. ............................... 11 Floor or Base Support ................................................................. .............................11 WallSupport ................................................................................ .............................11 Through the Wall Installation - Wall Support and Wall Radiation Shield ................. 12 Round and Square Support ...................................................... ............................... 13 Atticand Roof Area ................................................................... ............................... 13 Elbows......................................................................................... .............................14 WallBand .................................................................................. ............................... 14 GuyBand .................................................................................. ............................... 14 RadiationShield ........................................................................ ............................... 15 RainCaps ................................................................................. ............................... 15 After market chimney top devices ............................................ ............................... 15 PARTDESCRIPTIONS ............................................................ ............................... 16 to 18 RIS OFFSET TABLES ............................................................. ............................... 19 WARRANTY............................................................................. ............................... 20 RIS Owner's Manual 2 ICC Chimney TECHNICAL SPECIFICATIONS MATERIALS: CASING: Standard: Type 304 Stainless Steel Optional: Galvalume, Type 430, 444 or 316 Stainless FLUE: Standard: Type 304 Stainless Steel Optional: Type 444 or 316 Stainless Steel INSULATION: "THERMOPLUS" HIGH TEMPERATURE MINERAL FIBRE SIZE: 6" TO 24" Inside Diameter ALLOWABLE FLUE GAS TEMPERATURES: CLEARANCES: NOTE Maximum Continuous Brief Forced Firing: Tested To: (3 X 10 min.) To Combustible Materials: To Non - Combustible Materials 1000 °F 1400 °F 2100 °F 2" Air Space Minimum No Clearance Required NFPA 211 requires that all chimneys used on solid fuel residential applications to be listed to UL 103HT RIS Owner's Manual 3 ICC Chimney RIS DIMENSIONS AND CAPACITIES RIS Minimum Rough Opening Dimensions Diameter 6 7 8 10 12 14 16 18 20 22 24 Hole Size Combustible Wall, Floor or Roof 12 13 14 16 18 20 22 24 26 28 30 (in.) Non - Combustible Wall, Floor or Roof 9 10 11 13 15 17 19 21 23 25 27 RIS Vertical capacity Table Size 6" 7" 8" 10" 12" 14" 16" 18" 20" 22" 24" Anchor Plate 186' 166' 146' 120' 102' 89' 78' 70' 64' 58' 53' Floor Support 186' 166' 146' 120' 102' 89' 78' 70' 64' 58' 53' Wall Support 150' 130' 118' 97' 82' 72' 63' 57' 51' 47' 43' Offset Support 55' 50' 45' 40' 35' 30' 25' 20' 20' 20' 20' Roof Support 55' 50 45' 40' 35' 30' 25' 20' 20' 20' 20' Insulated Tee 65 61' 57' 53' 45' 39' 35' 31' 28' 26' 23' Chimney Length 186' 166' 146' 120' 102' 89' 78' 70' 64' 58' 53' Adjustable Length RIS Chimney Dimensions Diameter OD Ibs /ft. 6" 8'/4 3.8 7" 9'/4 4.4 8" 10'/4 4.8 10" 12'/4 5.9 12" 14'/4 6.9 14" 16'/4 7.9 16" 18'/4 9 18" 20'/4 13 20" 22'/4 14.3 22" 24'/4 15.7 24" 26'/4 17 Nominal Length Installed Length 48" 46'/4" 24" 221/4" 24" adjustable 13'/2" - 24" 12" 10'/4" 12" adjustable 7'/2" - 12" RIS Owner's Manual 4 ICC Chimney GENERAL INSTALLATION NOTES 1. The chimney is intended for use with residential, commercial and industrial heating appliances, and for fire- places where permitted by the local building codes. See page 3 for maximum allowable flue gas tempera- tures. 2. Size the chimney in accordance with the appliance manufacturer's instructions. For masonry fireplaces follow TABLE 1. When extending a masonry chimney the cross sectional area of the RIS chimney must equal or slightly exceed the cross sectional area of the existing chimney. Note: In the chart on page 4 the chimney size is a function of fireplace opening size, it is possible to change the chimney diameter required by increasing or reducing the opening size. 3. The chimney may be enclosed in a combustible chase. If it is desirable to enclose the chimney, then maintain at least 2" clearance to combustibles. We recommend that the chase be lined with gyprock. Some areas require type X gyprock, see local authorities for the regulations in your area. 4. Do not fill the space around the chimney with insulation or any other material. This space must remain empty. 5. The chimney shall extend at least 3 ft. above its point of contact with the roof and at least 2 ft. higher than any wall, roof or adjacent building within 10 ft. The chimney must project a minimum of 8" above a locally fabri- cated metal chase flashing. Note: In California this chase flashing is required to be ventilated. 6. The maximum height of un- braced or un -guyed chimney above the roof is 5 ft. 7. The clearance between single wall stove pipe and unprotected combustible material must not be less than 18" (refer to the Building Code in use in your area). 8. Factory built chimneys which extend through any story above that on which the connected appliance is located are to be provided with enclosures having a fire rating equal to or greater than that of the floor or roof assembly through which they pass. 9. A support must be installed above each chimney offset. See table 4 for load ratings. 10. We recommend that an existing masonry chimney be inspected and cleaned by a qualified chiney sweep prior to commencing the installation of a chimney extension or chimney lining. CHIMNEY CLEANING Keep your chimney clean. Access should be provided for the inspection and cleaning of all sections of the chim- ney. Have your chimney cleaned by a qualified chimney sweep. If you want to clean your chimney yourself, then clean your chimney using a nylon or metal chimney brush of the CORRECT SIZE. DO NOT use a brush that will scratch the stainless steel interior of the chimney. Soot Formation and Need for Removal (oil appliance): Soot can accumulate on the chimney flue when connected to an oil fired appliance. If not removed periodically this deposit can ignite and cause possible damage to the chimney. The chimney should be inspected at least once every year during the heating season to determine if a soot build up has occurred. If soot has accumulated, it should be removed to reduce the risk of chimney fire. CHIMNEY SIZING Use the table on page 6 to determine the correct diameter of chimney for an open masonry fireplace. For facto- ry- built fireplaces and wood - burning stoves, use the size specified by the appliance manufacturer. In most cases, this is the diameter of the flue collar. RIS Owner's Manual 5 ICC Chimney Fireplace opening Number of elbows Elevation Above Sea Level (feet) 0 2 X 15° 2 X 30° 2 X 45° 4 X 15° 4 X 30° 4 X 45° 42" W. by 30" H. Chimnet height 20' 2. 40 12 13 15 16 14 18 20 18 20 1000 -2000 12 '/2 13 '/2 15 '/2 16 i/2 14 '/2 19 20 '/2 19 21 2000 -3000 13 14 16 17 Chimney 0 12" � 19 '/2 30 19 '/2 21 '/2 3000 -4000 13 '/2 14 Y2 17 18 15 '/2 ��' 60 `11 48" 42" e� 4 t� 22 '/2 25 20 15 12 10 22 '/2 4000 -5000 14 15 17 '/2 18 '/2 16 21 23 21 23 5000 -6000 14 '/2 15 '/2 18 19 17 21 '/2 24 21 '/2 24 6000 -7000 15 16 18 '/2 20 17 '/2 22 i/2 25 22 Y2 25 7000 -8000 15 Y2 1 16 '/2 19 00Z 0Z,000 23 25 '/2 23 25 '/2 8000 -9000 16 17 20 1 21 18 '/2 24 36" 24 e 9000 -10000 16 '/2 17 '/2 20 '/2 1 22 19 24 '/2 1 27 30" 27 6 1. This column shows the height required for a rear vented stove run 18" horizontally into a tee 2. This column shows the height required for a top vented stove with a 90° degree elbow and an 18" horizontal run into a tee 5 4 24" 1 B" 2 i 24" 36" 48" 60" 72° 84" 8 10 12 14 16 18 20 FIREPLACE WIDTH OPENING, W CHIMNEY DIAMETER, INCHES RECOMMENDED FLUE HEIGHT 100' 50' 30' 20' 15' 10' 8' Y Z f x 0 a 0 Once the correct chimney size has been determined, there are two factors which can be compensated for when calculating the optimum height of the system - elevation and chimney layout. The higher the elevation, the greater the chimney height required to provide the same draft as an installation a sea level. The more complex the chim- ney layout (the more tees, elbows, etc. in the system) the greater the chimney height required to provide the same draft as a straight up system. The table on the right suggests the minimum height required to insure adequate draft under a variety of conditions. Minimum Recommended Flue Height from the flue connection on the appliance (feet) Number of elbows Elevation Above Sea Level (feet) 0 2 X 15° 2 X 30° 2 X 45° 4 X 15° 4 X 30° 4 X 45° 1. 2. 0 -1000 12 13 15 16 14 18 20 18 20 1000 -2000 12 '/2 13 '/2 15 '/2 16 i/2 14 '/2 19 20 '/2 19 21 2000 -3000 13 14 16 17 15 19 '/2 21 '/2 19 '/2 21 '/2 3000 -4000 13 '/2 14 Y2 17 18 15 '/2 20 22 '/2 20 22 '/2 4000 -5000 14 15 17 '/2 18 '/2 16 21 23 21 23 5000 -6000 14 '/2 15 '/2 18 19 17 21 '/2 24 21 '/2 24 6000 -7000 15 16 18 '/2 20 17 '/2 22 i/2 25 22 Y2 25 7000 -8000 15 Y2 1 16 '/2 19 1 20 '/2 18 23 25 '/2 23 25 '/2 8000 -9000 16 17 20 1 21 18 '/2 24 26 '/2 24 26 '/2 9000 -10000 16 '/2 17 '/2 20 '/2 1 22 19 24 '/2 1 27 24 '/2 27 No more than two offsets (four elbows) allowed 1. This column shows the height required for a rear vented stove run 18" horizontally into a tee 2. This column shows the height required for a top vented stove with a 90° degree elbow and an 18" horizontal run into a tee RIS Owner's Manual 6 ICC Chimney EARTHQUAKE DAMAGED CHIMNEYS When using an RIS chimney to repair a damaged masonry chimney it is important to note that ICC is not in a posi- tion to determine the condition of the existing masonry. The assessment of the existing structure and determina- tion of the correct repair procedure is beyond the scope of these instructions. In some cases a proper damage assessment will require an on site evaluation by a professional engineer. Because of the uncertainty related to the existing structure earthquake damage repairs should only be completed by knowledgable, experi- enced contractors. RIS chimneys have been specifically designed, tested and listed to vent masonry fireplaces in residential installa- tions and to extend existing masonry chimneys. One of the primary applications of RIS is for the repair of earth- quake damaged masonry fireplaces and chimneys. ICC provides components designed to correctly adapt our products to existing masonry construction and we warranty the performance and mechanical integrity of our sys- tem when it is correctly installed on a structurally sound foundation. LOCAL REQUIREMENTS The requirements for chimney repair vary substantially from jurisdiction to jurisdiction. We strongly recommend that you contact your local building officials to determine the requirements in your particular area before attempt- ing any chimney repairs. Some municipalities (e.g.: The City Of Los Angeles) have specific written repair require- ments - most other areas are not as specific. Two sources of information concerning the construction and inspec- tion of masonry chimneys and fireplaces are "The Residential Fireplace and Chimney Handbook" written by the Masonry Institute of America and "Repair Of Earthquake Damaged Masonry Chimneys Using New Metal Chimneys" by the City of Los Angeles Department of Building and Safety. INSTALLATION INSTRUCTIONS CHIMNEY LENGTHS (RIL) Install chimney lengths as follows: 1. Stack one chimney length on to another. 2. Screw the stainless steel metal screws supplied with the length through the pre - punched holes in the bottom of the length and into the lower length. Be sure to use a metal screw in each pre - punched hole. Continue until the required chimney height is achieved. 3. In some installations it is difficult to install all of the screws in the pre - punched holes (eg: when the chimney is run parallel to a wall at minimum clearance). In these installations it is possible to install a locking band how- ever the use of a locking band does not totally elimnate the requiremet for screws. You should install as many screws as possible (the screws do not all need to be in the pre - punched holes) and you must install at least half of the screws. ADJUSTABLE LENGTH (RILA,) The adjustable length is to allow the chimney to fit in a fixed distance when a suitable standard length is not available. Typical applications are between two elbows when a fixed offset distance is required or between two boiler outlet flanges which are a fixed distance apart. The length of the outer casing of the adjustable length must be set before it is installed. The adjustable length is installed by sliding the flue (inner stainless steel) into the section below it after the two piece outer casing has been adjusted to the correct overall length. The adjustable length should be installed with a straight chimney section below it, there is not sufficient room for it to adjust into a tee or elbow. 1. Measure the exact length required, be sure to allow for the overlap between chimney sections. 2. Slide the two piece outer casing together until the correct overall length is achieved. RIS Owner's Manual 7 ICC Chimney 3. Fasten the two casing sections together using the stainless steel metal screws provided. Be sure to put a screw in each pre - punched hole. 4. Cut off the exposed insulation. You do not need to remove any extra insulation in order to allow for overlap, the insulation will compress sufficiently when assembled. 5. Slide the flue into the length below it and fasten the exterior together in the same manner as a conventional chimney section. It may require somewhat more effort to connect the adjustable length since you are com- pressing the insulation at the same time. ANCHOR PLATE (AP) Boiler Applications The chimney may be supported directly on top of the appliance. This is achieved by attaching an Anchor Plate (AP) directly to the outlet of the appliance. The maximum height of chimney supported will be determined by the allowable maximum load on the boiler, but should generally not exceed 25 feet. 1. The support should be bolted to the appliance using 3/8" or larger bolts. 2. Place the first chimney length in the anchor plate. Fasten it in place using one factory suplied stainless steel screw through each anchor plate bracket into the chimney casing. Using an anchor plate to extend an existing masonry chimney. The are two common applications for extending a masonry chimney with an RIS chimney - when the masonry chimney is too short causing draft problems and when the masonry chimney is damaged as a result of age or mechanical shock (earthquake). 1. If the RIS chimney is being used to extend an existing chimney in good condition then the anchor plate may be installed directly on to the existing chimney. It is often necessary to remove a portion of the top tile liner and some of the masonry cap in order to achieve a structurally sound clean, flat surface. Alternatively a concrete bond beam may be poured on top of the existing masonry in order to achieve a flat surface. In either case read the section on masonry transitions carefully before installing the anchor plate (see page 10). 1A. If the RIS chimney is being used to extend a damaged chimney read the information on page 7 regarding repairs of earthquake damaged chimneys carefully. There is no substitute for a thorough on site examination of the existing chimney by a qualified contractor. The pamphlet "Repair Of Earthquake Damaged Masonry Chimneys Using New Metal Chimneys" by the City of Los Angeles Department of Building and Safety provides specific instructions on how to determine a suitable location to adapt from masonry to metal. This pamphlet also recommends specific steel bracing which must be fastened to the roof to provide lateral support for the existing masonry. See drawings of typical installations on page 9. 2. Pour a concrete bond beam to provide a suitable surface to fasten the anchor plate and seal the top of the existing masonry. Read the section on masonry transitions carefully before installing the a bond beam or anchor plate (see page 10). 3. Apply silicone to the top surface of the masonry prior to bolting the anchor plate down. 4. Bolt the anchor plate to the top of the existing masonry using 3/8" or larger metal anchors solidly fastened into the existing masonry. 5. Screw the first section of chimney to the anchor plate using one factory supplied stainless steel screw through each pre - punched hole. RIS Owner's Manual 8 ICC Chimney 6. Carefully caulk the bottom of the chimney section with silicone where it contacts the anchor plate to prevent water from entering between the anchor plate and the chimney. At the same time insure that the perimeter of the anchor plate is thoroughly caulked where it contacts the masonry. 7. Install additional components as required. Be sure to maintain the required clearance to combustible materials. 8. The maximum height of un- braced or un -guyed chimney above a roof is 5 ft. 9. The maximum height above an anchor plate without a lateral support is 5'. TYPICAL MASONRY CHIMNEY EXTENSIONS SEAL VITH CAULKEM BETWEEN THE NA NW EH1*EY TOP AND THE ANCHOR RATE SEAL WITH SILICONE BETWEEN THE WS MED0EY AND THE ANCHOR RATE TYPICAL SITE BUILT TRANSITION RAIN CAP FLASHING ROOF ATTIC RADIATION SHIELD CEILING 2'clearance ANCHOR PLATE CAULKING Anchor Plate Custom Transition Insulation Concrete Bond Beam Existing Masonry RIS Owner's Manual 9 ICC Chimney Extending a masonry chimney lined with a metal chimney liner RIS may be used to extend a masonry chimney which has been lined with an approved chimney liner. This type of repair is generally found where the original flue tile has been damaged by chimney fire or moisture and in cases where the flue has been relined to reduce its cross section. The RIS anchor plate has a single wall connector sec- tion designed to allow a metal chimney liner to be screwed directly to it. Masonry Transitions Masonry flue liners are typically rectangular, oval, or square, and they are rarely consistent in size. When installing an RIS chimney to extend a clay tile liner the new round chimney must have a cross sectional area equivalent to the original masonry flue. In some cases this requires a dramatic change in the shape of the flue (e.g: a 6 X 12 flue adapted to 10" round). When the original clay tile liner being extended is close to the same size and shape as the RIS chimney it is gen- erally sufficient to construct a smooth, hand laid, refractory cement transition. When the original clay tile liner is substantially different in size or shape from the RIS chimney it is recommended to install a locally fabricated stainless steel transition section between the two systems in order to insure smooth gas flow. It is not possible for ICC to offer transition sections as a stock item because of the variations in flue tile size - even a "standard size" flue tile varies quite a bit from piece to piece. We recommend that this transition be locally constructed using the following procedure (see the drawing on page 9). • Make a paper template of the existing tile liner • Have a local sheet metal fabricator make a rectangular to round tapered transition having the following properties: • Constructed of .025 (22 gauge) or heavier type 304 or 316 stainless steel • The rectangular section should correspond as closely as possible to the shape of the template and should have a 1" flare at the end to allow it to seat squarely on top of the existing chimney - see drawing. • The single wall connector on the RIS anchor plate should fit snugly inside the round section of the transition. • For radical shape changes the tapered section should be 6 -8 inches long - this will require a thicker bond beam. The transition section should be wrapped with 1" of mineral fibre insulation prior to pouring the bond beam allows for expansion and contraction and creates a thermal break between the metal and masonry. FIREPLACE APPLICATIONS The anchor plate is designed to adapt an RIS chim- ney to a masonry fireplace. 1. The anchor plate must be installed on a smooth, structurally sound, flat surface. 2. Bolt the anchor plate to the top of the existing masonry using 3/8" or larger metal anchors solidly fastened into the existing masonry. Use the holes in the anchor plate as a template to locate the anchors. 3. Place a bed of refractory cement on the masonry in the area the anchor plate will be in contact with. 4. Bolt the anchor plate down firmly. Allow the refrac- tory cement to dry. RIS Owner's Manual This 10 ICC Chimney RIS Minimum Rough Opening Dimensions Diameter 6 7 8 10 12 14 16 18 20 22 24 Hole Combustible Wall, Floor or Roof 12 13 14 16 18 20 22 24 26 28 30 Size (in.) Non - Combustible Wall,Floor or Roof 9 10 11 13 15 17 19 21 23 25 27 FLOOR or BASE SUPPORT L & 1. Cut and frame the opening to the dimensions required in table 3 above. 2. Attach the support to the floor using one #10 X 2" screw through each hole in the support. 3. Place the support collar around the chimney length at the desired height. Tighten the ring and then screw the Stainless Steel metal screws (sup- plied with support) through the collar and into the chimney casing. Be sure to use a metal screw in each pre - punched hole. 4. Place the chimney and collar in the support. 5. Continue installing chimney lengths as required. WALL SUPPORT This support may be attached to a combustible or non - combustible wall. It may be used to support an Insulated Tee or may be used as a re- support fastened to a chimney length. 1. Attach the main support plate to the wall using at least a #10 X 3" screw through each hole in the plate. Make sure the support is horizontal, then attach the angle arms to the wall above the support. 2. Place the support collar around the chimney length at the desired height. Tighten the ring and then screw the Stainless Steel metal screws (supplied with support) through the collar and into the chimney casing. Be sure to use as many metal screws as there are pre - punched holes in the chimney lengths. 3. Place the chimney and collar in the support. 4. Continue installing chimney lengths as required. If possible install an interior chimney as it will provide better performance than an exterior chimney. In area with continuous temperatures below 18 C (0 °F) the use of an exterior chimney may result in operating problems such as poor draft, excessive condensation of combustion products and rapid accumulation of creosote when connected to a wood burning appliance. If you do install an exterior chimney, we recommend that you enclose it using an insulated enclosure. RIS Owner's Manual 11 ICC Chimney NOTES: 1. The chimney may be enclosed or un- enclosed. Maintain 2" clearance to combustible materials. Do not fill the 2" space around the chimney with insulation or any other material. 2. A wall band must be used to secure the chimney to the wall. Maximum distance between wall bands is 8 feet. 3. The minimum horizontal length of chimney extending past the inside wall is 4 inches. 4. The distance between the stovepipe and a parallel combustible wall or ceiling must not be less then 18 ". The distance between the horizontal stove pipe and the un- shielded vertical wall through which the insulated chim- ney passes is determined by the Wall Radiation Shield. 5. If an exterior installation is to be enclosed, allow for access to base of Tee to facilitate required cleaning. 6. The minimum distance between the bottom of the chimney and any horizontal combustible surface is 12 ". Through the Wall Installation - Wall Support and Wall Radiation Shield 1. Determine where the chimney will pass through the wall. For concrete walls cut a hole slightly larger than the chimney. For combustible walls cut and frame a hole (See TABLE 3 for size) 2. Combustible wall: From outside, put the exterior portion of the wall radiation shield in the hole. Nail the radiation shield in place using 4, 2" nails or # 8 ' 1 1/2" wood screws. 3. Fasten the Wall Support to the outside wall. The Wall Support must be adjusted so that the clearance to a com- bustible wall is at least 2 ". 4. Stack the next chimney length in place. Fasten the lengths together using one stainless steel metal screw in each pre - punched hole. Continue until the required chimney height is installed. 5. Install a Wall Band at 8' intervals. The Wall Band should be adjusted to ensure the chimney is vertical and at 2" (or more) clearance to combustibles. 6. If the chimney extends above the roof more than 5' above the last lateral brace, it should be secured to the roof using a Roof Brace (RB). 7. Fit the rain cap to the top of the chimney. Screw the metal screws provided through the straps and into the top chimney length. FROM INSIDE 8. Fasten the flue extension to the horizontal chimney length sticking into the room. 9. Put the interior portion of the wall radiation shield (WRS) in the hole in the wall and push it until it stops against the wall. Fasten it to the wall. NOTE: If the chimney passes through the roof, cut a hole large enough to provide 2" clearance between the chimney and the roof. See the table on page 11 for the size. Put the roof flashing in place. Seal the joint between the roof and the flashing with roofing pitch. For sloping roofs, place the flashing under the upper shingles and on top of the lower shingles. Nail the flashing to the roof using roofing nails. Place the storm collar over the chimney and push down until the collar contacts the spacer. Caulk the joint between the chimney and collar with silicone caulking. R/S Owner's Manual 12 ICC Chimney ROUND SUPPORT (RDS) & SQUARE SUPPORT (SOS) Typical round and square support installations are shown in drawings 1 thru 4 on page 13. The clearance between the chimney and combustible material must not be less than 2" except in areas directly shielded by the support. See the rough opening TABLE 3 for the minimum frame dimensions. Do not fill this area with insulation. If the support is installed in a ceiling with an attic directly above, the support also acts as the attic radiation shield. 1. Locate the chimney in a convenient place as near as possible to the appliance outlet. Cut and frame the holes in the floor, ceiling, and roof where the chimney will pass. 2. From below, push the support into the framed hole. The support must protrude at least 4" below the finished ceiling. Nail the support to the framed joist using 8 3" spiral nails or # 10 X 2 " wood screws. Place the Finish Collar around the support and fasten it to the ceiling using the two screws provided. 3. Attach the flue extension (found in the support box) to the bottom of the first chimney length using the 3 metal screws provided. Put this chimney length in the support. Push it down firmly in place. 4. From below, install a firestop radiation shield in each floor through which the chimney passes. 5. Stack the next chimney length on the first length. Fasten the three screws supplied through the holes to fas- ten the chimney together. Continue until the required chimney height is reached. ATTIC AND ROOF AREA 6. At the attic level, install a radiation shield (RS) from below. With the addition of a storm collar to close the top this shield acts as the joist and the attic radiation shield. If your chimney is enclosed in the attic proceed as folows: 7. Put the roof flashing in place. Seal the joint between the roof and the flashing with roofing tar. For sloping roofs, place the flashing under the upper shingles and the on top of the lower shingles. 8. Nail the flashing to the roof using roofing nails. Place the storm collar over the chimney and the flashing. Tighten it in place. Caulk the joint between the chim- ney and storm collar. 9. Fit the rain cap to the top of the chimney. Screw the two metal screws provided through the straps and into the top chim- ney length. RIS Owner's Manual UNENCLOSED ATTIC — REGULAR FLASHING ENCLOSED ATTIC — VENTED FLASHING �NAN w 9N1101 COLLAR MIN GP SMNA oauM :row NDWANM o asnKE TO FlHMO r a wmm ro commi3au 0413 9H r cuoym E W COIBUSME WALLS FlN6H TIEN R011O IR Surma nie D1v� DRAWING 1 fllSN 1tW NWNO OR 9glNRE FLUE E)(aN9g11 DRAWING 2 CATHEDRAL CEILING REGULAR (UNENCLOSED) ATTIC � pw ow NAM w WON COUAR STOW COL LM No1 AW= N°'"°°m .,/ FLMHM J 987101 CR,M MNM TM SUPPM na1E onna m �. NOUNO ON 9GIWE 9M4lf FReW TM FUME oOV4M DRAWING 3 DRAWING 4 13 ICC Chimney ELBOWS (RIE15. RIE30. & RIE45) Elbows are used to offset the chimney in order to bypass a building obstruction. Two pairs of 15, 30 or 45 degree elbows (4 elbows total) are allowed per chimney system. There is no limit on the length of chimney between off- sets however the chimney must be re- supported at regular intervals - see TABLE 4 for support capacities. Note: 45° elbows are approved for use in Canada only. The elbows are attached in the same manner as the chimney lengths. See the offset TABLE 7 and TABLE 8 on page 19 for offset dimensions. 1. Place the elbow on the chimney length. 2. Screw the Stainless Steel metal screws (supplied with the elbow) through the pre - punched holes in the bottom of the elbow and into the lower length. Be sure to use a metal screw in each pre - punched hole. The holes in the elbow will not line up with the holes in the chimney sec- tion. 3. Install a re- support (a wall support, offset support or roof support) above the return elbow. WALL BAND (RWB) The Wall Band is used to secure the chimney to an exterior or interior wall. The recommended maximum length of chimney between wall bands is eight feet. 1. Choose a convenient location for the Wall Band. 2. Place the band collar around the chimney length at the desired height. 3. Attach the band arms to the collar using the bolts supplied. 4. Attach the band arms to the wall a minimum of #10 X 2" screws through each hole in the support. 5. Tighten the ring and then screw the Stainless Steel metal screws (supplied with wall band) through the collar and into the chimney casing. Be sure to use a metal screw in each pre - punched hole. 6. Adjust the wall support so that the chimney is at least 2" from combustible materials. GUY BAND (RGB) The Guy Band is generally used to secure a chimney above the roof. The maximum length of un -guyed chimney above the roof is five feet. The maximum length of guyed chimney above the roof is twenty feet. The maximum length of chimney between guy bands is ten feet. If height greater then ten feet is required above the roof, an engi- neered support system should be installed. 1. Place the band collar around the chimney length at the desired location. Tighten the ring and then screw the Stainless Steel metal screws (supplied with the band) through the band and into the chimney casing. Be sure to use a metal screw in each pre - punched hole. 2. Attach guy wires to the band and to the roof or ceiling using adequate attachments (not supplied). Install the three guy wires at 120° intervals and tighten them evenly until the chimney is properly located and secure. RIS Owner's Manual 14 ICC Chimney RADIATION SHIELD MRS The Radiation Shield is used to shield the chimney when passing through a combustible floor or roof. The See TABLE 3 for the correct rough opening size. 1. Install the length of chimney that passes through the floor or roof. 2. From below place the radiation shield in the floor or roof. 3. Attach it to the floor or roof using # 8 X 2" screws through each pre - punched hole. RAIN CAP LRRC & RDRQ All RIS chimneys must be terminated using a rain cap. The RIS design leaves the insulation exposed at the ends and without a rain cap moisture can enter the chimney. 1. Fit the cap on to the top chimney length. 2. Screw the stainless steel metal screws supplied with the cap through the pre - punched holes in the bottom of the cap and into the lower length. Be sure to use a metal screw in each pre - punched hole. After market chimney top devices It is a common practice for chimneys to be installed with custom made rain caps and terminations of various kinds. This includes such after market devices as Exhausto chimney top fans and chimney top dampers. The following factors must be considered when installing a chimney termination other that our factory-built and listed chimney caps. When installing a chimney top device of any kind you must deduct the length of chimney equivalent to the weight of the device from the maximum rated capacity. If additional support is required we recommend the use of a roof support as close to the top of the chimney as possible. We recommend the use of a roof brace or guy wires to provide lateral support when an alternate chimney top is installed. Additional lateral support is not required when the chimney is installed in a chase if the chimney does not project more than 18 inches above the chase top. The use of a roof support is recommended for chase instal- lations. Model RIS has exposed insulation at the ends. In most installations RIS is terminated with our factory built cap which covers the end of the insulation. When using any other type of cap you must use a factory supplied closure ring (part #RCB) to cover the top of the chimney. RIS Owner's Manual 15 ICC Chimney The Lengths are available in sizes from 6" to 24" I.D. and in lengths of 12 ", 24" & 48 ". The standard materials are: Casing - Type 304 Stainless Steel Flue - Type 304 Stainless Steel Other materials are available on request. I", 48" There are two Adjustable Lengths available. They can be used between elbows or wherever an odd length is required. Cat. No. Length (in) RILA1 7'/2' - 12" RILA2 13'/2' - 24" Used when the chimney passes through a com- bustible floor or roof. 12" 24" O.D.+ 4 "� 12" J O.D.+ 6"� RIS Owner's Manual 16 ICC Chimney Designed to support the chimney from a floor or roof. It may be used as a supplementary support when the chimney height exceeds that of the primary support. The support attaches to the chimney casing. See Support Capacity Table for maxi- mum supported chimney height. — O.D. r T �— I.D.+ 10" Designed to support a chimney on a wall. O.D. + 3/8" See Support Capacity Table for maximum supported chimney height. WAL9PORT T SUPPOR PIPE I.D. + 7" PPORT COLLAR PIPE O.D. ASE Used to pro vide weather protection where the chimney penetrates the roof. Three models are avail- able to accommodate various roof pitches. The Storm Collar (SC) is included. 8.. L _ B -� PIPE I.D. DIM. A DIM. B 6" 14- 24" 8" 16" 24" 10" 18" 28" 12" 20" 28" 14' 22" 32" 16" 24" 32" 16" 26" 36" 20" 28 36" 22" 30 40" 24" 32" 1 40" The anchor plate is used to connect an RIS chimney to a masonry fireplace or to connect an RIS chimney to an exist- ing masonry chimney. The base plate of the anchor plate is made from 10 gauge (1/8 ") galvanized steel. O.D. +4 - \ O.D. +4" p Used on vertical or hori- zontal runs of chimney to stabilize the chimney. The recommended maxi- mum distance between Wall Bands is 8'. / 0 0 'o O� The RIS rain cap is constructed entirely of stainless steel. It is designed to provide good protection from wind and rain while incorporating small size and a low profile. Note: If you intend to use an after market cap with RIS chimney you must terminate the chimney with an ICC Rain Cap Base (part #RCB) The RCB closes off the top of the cap to prevent moisture from entering the chimney. RIS Owner's Manual 17 ICC Chimney The roof support is used above an off- set, to provide additional support when the chimney height exceeds the primary support capacity, or when it is difficult to install a round or square support. All RIS insulated components are designed to be fastened together with the stainless steel screws provided with each part. In some cases, it may be desir- able to install a locking band. The locking band is designed to overlap the two beads immedi- ately above and below the chim- ney joint and fastens with a %" bolt. The locking band does not totally eliminate the requirement for screws. Designed to provide a lateral support for the chimmney above a roof. The roof brace must be fastened solidly into a structural member. Qoy�� RIS Owner's Manual 18 Designed to stabilize the chim- ney above the roof line. The maximum un -guyed chim- ney height above the roof is 5'. The maximum guyed chimney height above the roof is 20'. May be used to replace Wall Bands where their installation is difficult. Uses three wires installed at 120° intervals. PIPE 0.0. 1 FJ The offset support is primarily used to re- support the chimney above an offset, however it may also be used to provide addition- ° al support when the chimney , height exceeds the capacity of the primary support. o ° ° ° ° ° ° ICC Chimney RIS Offset Tables TABLE 7 RIS Offset Table 1 to 16 inches LENGTH 2 X 15° 2 X 30° BETWEEN ELBOWS OFFSET RISE OFFSET RISE 10 INCH! NO LENGTH 1.57 11.89 3.77 14.09 2 X 45° OFFSET 6.58 RISE 15.88 12" Length 4.35 22.28 9.15 23.40 14.18 23.48 24" Length 7.45 33.87 15.15 33.79 122.66 31.96 48" Length 13.67 57.05 27.15 54.58 39.63 48.93 48" + 12" 16.45 67.43 32.52 63.88 47.23 56.53 48" + 24" 19.55 79.03 38.52 74.28 55.72 65.02 48 " +24 " +12" 22.34 89.41 43.90 83.59 63.32 72.62 48" + 48" 12 INCH 0 NO LENGTH 25.77 1.57 102.2 11.89 50.52 4.02 95.06 15.02 72.69 7.11 81.99 17.16 12" Length 4.35 22.28 9.40 24.33 14.71 24.76 24" Length 7.45 33.87 15.40 34.72 23.19 33.24 48" Length 13.67 57.05 27.40 55.51 40.16 50.21 48" + 12" 16.45 67.43 32.77 64.82 47.77 57.82 48" + 24" 19.55 79.03 38.77 75.21 56.25 66.30 48 " +24 " +12" 22.34 89.41 44.15 84.52 63.85 73.90 48" + 48" 14 INCH 0 NO LENGTH 25.77 1.70 102.2 12.88 50.77 4.27 95.99 15.95 173.22 7.81 83.27 18.86 12" Length 4.48 23.26 9.65 25.26 15.41 26.46 24" Length 7.58 34.85 15.65 35.66 23.90 34.95 48" Lencith 13.80 58.03 27.65 56.44 40.87 51.92 48" + 12" 16.58 68.42 33.02 65.75 48.47 59.52 48" + 24" 48 " +24 " +12" 19.68 22.47 80.01 90.39 39.02 44.40 76.14 85.45 56.96 64.56 68.01 75.61 48" + 48" 16 INCH 0 NO LENGTH 25.89 1.70 103.1 12.88 51.02 4.52 96.63 16.89 73.93 8.34 84.98 20.14 12" Length 4.48 23.26 9.90 26.20 15.95 27.75 24" Length 7.58 34.85 15.90 36.59 24.43 36.23 48" Length 13.80 58.03 27.90 57.37 41.40 53.20 48" + 12" 16.58 68.42 33.27 66.68 49.00 60.80 48" + 24" 19.68 80.01 39.27 77.08 57.49 69.29 48 " +24 " +12" 22.47 90.39 144.65 186.39 165.09 176.89 92.36 48" + 48" 25.89 103.1 151.27 197.86 174.46 186.26 105.1 All measurements are in inches TABLE 8 RIS Offset Table LENGTH 2 X 15° 2 X 30° 2 X 45° BETWEEN ELBOWS OFFSET RISE OFFSET RISE OFFSET RISE 18 INCH 0 NO LENGTH 1.82 13.86 4.77 17.82 8.87 21.42 12" Length 4.61 24.24 10.15 27.13 16.48 29.03 24" Length 7.71 35.83 16.15 37.52 24.96 37.51 48" Length 13.92 59.02 28.15 58.31 41.93 54.48 48" + 12" 16.71 69.40 33.52 67.62 49.53 62.08 48" + 24" 19.81 80.99 39.52 78.01 58.02 70.57 48 " +24 " +12" 22.59 91.38 44.90 87.32 65.62 78.17 48" + 48" 20 INCH 0 NO LENGTH 26.02 1.82 104.1 13.86 51.52 5.15 98.79 19.22 74.99 9.58 87.54 23.13 12" Length 4.61 24.24 10.52 28.53 17.18 30.73 24" Length 7.71 35.83 16.52 38.92 25.67 39.22 48" Length 13.92 59.02 28.52 59.71 42.64 56.19 48" + 12" 16.71 69.40 33.90 69.02 50.24 63.79 48" + 24" 19.81 80.99 39.90 79.41 58.73 72.28 48 " +24 " +12" 22.59 91.38 45.27 88.72 66.33 79.88 48" + 48" 22 INCH 0 NO LENGTH 26.02 1.95 104.1 14.84 51.90 5.40 100.1 20.15 75.70 9.93 j89.25 23.98 12" Length 4.74 25.23 10.77 29.46 17.54 31.59 24" Length 7.84 36.82 16.77 39.86 26.02 40.07 48" Length 14.05 60.00 28.77 60.64 2.99 57.04 48" + 12" 16.84 70.38 34.15 69.95 50.59 64.64 48"+ 24" 19.94 81.97 40.15 80.34 59.08 73.13 48 " +24 " +12" 22.72 92.36 45.52 89.65 66.68 80.73 48" + 48" 24 INCH 0 NO LENGTH 26.15 1.95 105.1 14.84 52.15 5.65 101.1 21.09 76.05 10.64 90.10 25.69 12" Length 4.74 25.23 11.02 30.40 18.24 33.29 24" Length 7.84 36.82 17.02 40.79 26.73 41.78 48" Length 14.05 60.00 29.02 61.57 43.70 58.75 48" + 12" 16.84 70.38 34.40 70.88 51.30 66.35 48" + 24" 19.94 81.97 40.40 81.27 59.79 74.84 48 " +24 " +12" 122.72 92.36 45.77 90.58 67.39 82.44 48" + 48" 26.15 105.1 52.40 1102.0 176.76 191.81 We recommend that our products be installed and serviced by professionals who are certified in o s the U.S. by NFI (National A o s4 Fireplace Institute) Y b or in Canada by WETT Wood Energy �hS7 vt4 (Wood Energy Technical Technical Training ` Training). J All measurements are in inches RIS Owner's Manual 19 ICC Chimney EXCEL AND RIS CHIMNEY LIMITED LIFETIME WARRANTY Industrial Chimney Company (ICC) warrants its Excel and RIS chimney systems to be free from functional failure due to defects in material or workmanship for as long as the original consumer owns the chimney system. This warranty provides for replacement of any components which fail as a result of normal use on a residential fireplace, wood burning stove, furnace or boiler and includes replacement of any components damaged as a result of a chimney fire. (Note: chimney fires are dangerous and preventable. We strongly encourage you to have your chimney cleaned regularly.) ICC warrants all stainless steel chimney components against perforation as a result of corrosion. This warranty does not cover damage caused to the building by chimney fires or misuse of the product. No claims under this warranty will be honored unless ICC is notified of the potential claim and is given the opportunity to have one of its agents examine the chimney prior to replacement. ICC will only be responsible for repair or replacement of any components found to be defective under this warranty. In no event shall ICC be responsible for any incidental or consequential damage caused by defects in the Excel or RIS chimney system. During the first ten years of the warranty ICC will provide replacement chimney components at no charge. During the balance of the warranty ICC will provide replacement chimney components at 50% of the current retail price at the time of the warranty claim. ICC will not be responsible for labor of any kind required in the removal or replacement of an Excel or RIS system replaced under this warranty. These chimneys are designed to vent residential heating oil, untreated wood, low sulphur coal, and natural or LP gas. They are designed to operate at a continuous temperature of 650 °C (1200 °F) or less. They are not designed to vent condensing oil or gas appliances. This war- ranty is void if the chimney is used in an application for which it is not designed. The Excel and RIS systems must be installed according to the Installation Instructions included with every system at the time of purchase. If you do not have a set of installation instructions, they are available free upon request. This warranty is void if the chimney is not installed according to the installation instructions. This warranty may not be extended or modified by our agents or representatives. This warranty is in lieu of all other express warranties or guarantees, of any kind. This warranty is effective as of January 1, 2001. RIS Owner's Manual 20 ICC Chimney RIS Custom Shrouds `HT ER TFk Cc[[ Minimum Dimensions and �� Construction Guidelines y e US a'ock Heys It is a common practice in some regions for chimneys to be installed with a decorative shroud surrounding the standard termination cap. There are three styles of shrouds that are permissible to use with the RIS Chimney System. They are referred to in these instructions as: • Pyramid style • Mailbox style • House style Each individual style has its own set of criteria. Below are the guidelines for all three styles. Note: All Shrouds must be constructed of Stainless, Aluminized, or any other non - corrosive material. Non - metallic material - such as brick, stone, clay products, stucco, etc., may also be used if they are 100% non- combustible, can withstand the surrounding environment (exposure to heat, cold, rain, ice, snow. UV, etc.) and are approved by the local authority having jurisdiction. Note: Sides (of all styles) may be vertical, sloped or curved if desired, as long as minimum opening is maintained. Note: The Shroud must be made for one chimney termination only. Note: The factory built and listed chimney termination must be accessible for servicing and maintenance. Note: A drain opening must be provided at the base of the shroud to allow water to escape. Note: The chase must be terminated with a metal chase top flashing. The chase must extend at least 2 feet above its point of contact with the roof and at least 1 feet higher than any wall, roof or adjacent building within 10 feet of it. Note: The Model RIS Installation Instructions must be respected in every way even if a Custom Shroud is constructed around the standard termination cap. H = Minimum height of shroud W= Minimum width of shroud L = Minimum length of shroud (Pyramid Style) h = Minimum height of opening at bottom of shroud (Pyramid Style)* *: h dimension based on total area of opening at shroud bottom on all four sides being approximately equal to outlet area of pipe. RIS Shroud-2007-01 Dashed lines represent minimum dimensional design from Figure 1. This represents the minimum open area that must be present. (See Fig. 1) H W Fig. 1 Fig. 2 F, I I I I I >( I 1 I MINOR Minimum Single Minimum Total H Minimum Pipe Opening Minimum Total Dia. Dia. Pipe Opening Open Area Open Area Height (in.) Area (Sq.in.) (HxW) (Sq.in.) 2(HxW) (Sq.in.) 10 6.5 79 158 316 12 8 113 226 452 14 9.5 154 308 616 16 10.5 201 402 804 18 12 254 508 1016 20 13.5 314 628 1256 22 15 380 760 1520 24 16 452 904 1808 Dashed lines represent minimum dimensional design from Figure 1. This represents the minimum open area that must be present. (See Fig. 1) H W Fig. 1 Fig. 2 F, I I I I I >( I 1 I Dashed lines represent minimum dimensional design from Figure 3. This represents the minimum open area that must be present. (See Fig. 3) A Fig. 3 W I I I I � \T� I I I I I J, Fig. 4 RIS Shroud-2007-01 Minimum Single Minimum Total Dia. Pipe Opening Open Area Open Area 4 Area (Sq.in.) (HxW) (Sq.in.) (HxW) (Sq.in.) 10 79 79 316 12 113 113 452 14 154 154 616 16 201 201 804 18 254 254 1016 20 314 314 1256 22 380 380 1520 24 1 452 452 1808 Dashed lines represent minimum dimensional design from Figure 3. This represents the minimum open area that must be present. (See Fig. 3) A Fig. 3 W I I I I � \T� I I I I I J, Fig. 4 RIS Shroud-2007-01 _ x .,. x Y 10 5 17 12 Dia. 201/4 W (in.) 7 L (in.) h (in.) 10 271/4 20 9 20 1.30 12 34 24 11 24 1.65 14 403/4 27 27 2.00 16 31 31 2.25 18 34 34 2.63 20 37 37 2.75 22 41 41 3.00 24 44 44 3.50 Dashed lines represent minimum dimensional design from Figure 5. Thisrepresent the minimum open area that must be present. (See Fig. 5) Note: The top of the chimney Rain Cap must terminate flush with the top of the Pyramid Style Shroud. L W T, i � 1 I �Yi I H +24" Fig. 1 H' Fig. 2 Note: As long as the shroud is designed and built according to these guidelines then the performance the RIS chimney system will be consistent with the safety listing of the chimney. It is important to respect these guidelines. Failure to do so can result in a hazardous installation. nailbox or style shroud Y T- x in. RIS RAIN CAP DIMENSIONS 0 x Y 10 5 17 12 6 201/4 14 7 233/4 16 8 271/4 18 9 305/8 20 10 34 22 11 373/8 24 12 403/4 IRIS Shroud-2007-01 Standard Features & Accessories All models include • 27 "D. • Agency- certified for outdoor use • Keeps outdoor air fresh • Designed and constructed for damp environments • Canopy only —must also purchase interior or exterior ventilator kit, sold separately (see Installation Notes & Accessories for recommended Viking ventilators) • Heavy -duty construction; professional - type size, design, and styling o Virtually seamless stainless steel design with no visible screws • Heat sensor turns the ventilator on full Model Options VWH3678T 36 "W. Hood (for 30 "W. grills) FINISH DETAILS FOR ALL MODELS • Stainless Steel (SS) • Accessory Rail Option —Front of hood (Must be ordered factory- installed) • Stainless Steel /Chrome (CR} -- Stainless steel rail with chrome supports /brackets and hooks (included). • Brass Trim Option (BR )—Brass nameplate, rail, supports /brackets, and hooks (included). Brass components have a durable protective coating for maintenance -free normal use. OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood power when cooking temperatures reach uncomfortable levels • Variable speed ventilator controls o Separate controls for on /off and speed control • Easy cleanup • Commercial -type baffle filter system efficiently removes grease and heated vapors from the air; especially designed for use with commercial - type products • Design of low- profile filter system means less interior hood space to be cleaned • Canopy interior is completely lined in VWH4878T 48 "W. Hood (for 41"W. grills) ORDERING INSTRUCTIONS If ordering optional decorative rail, specify code at end (VWH3678T -CR). stainless steel for increased rigidity, seamless appearance, and easy cleaning o Separate removable trough catches liquefied grease • 50 -watt halogen lights with dimmer control o Power switch and dimmer control are separate, allowing you to leave dimmer at favorite position ri VWH6078T 60 "W. Hood (for 53 "W. grills) j�r� PLANNING AND DESIGN GUIDE RELEASED 1211707 �1 VIKINGRANGE.COM 1- 888- VIKINGI 02007 VRC-INFORMATION SUBJECT TO CHANGE Q Please see Installation Notes and Accessories for important information, including ventilator kits, duct covers, and back splashes. OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood Dimensions & Specifications PRODUCT DIMENSIONS VWH3678T VWH4878T 36 "W. Hood 48 "W. Hood (for 30 "W. grills) (for 41 "W. grills) 1.0 (3p. �(bgby. F (4g 14'. cry) VWH6078T 60 "W. Hood (for 53 "W. grills) VWH3678T 35 -7/8" (91.1 cm) 27" (68.6 cm) 35 -7/8" 12" 12" 2 1 2 1 74 Ibs. 1 (91.1 cm) (30.5 cm) (30.5 cm) (33.3 kg) VWH4878T 47 -7/8" (121.6 cm) 27" (68.6 cm) 47 -7/8" 12" 12" 3 3 2 94 Ibs. (121.6 cm) (30.5 cm) (30.5 cm) (42.3 kg) VWH6078T 59 -7/8" (152.1 cm) 27" (68.6 cm) 59 -7/8" 12" (30.5 cm) 12" 4 4 2 114 Ibs. (152.1 cm) (30.5 cm) (30.5 cm) DPLANNING AND DESIGN GUIDE RELEASED 12/1/07 VIKINGRANGE.COM 1- 888- VIKINGI 0 2007 VRC— INFORMATION SUBJECT TOCHANGE Dimensions & Specifications CLEARANCE DIMENSIONS 3d �I eta OUTDOOR — VENTILATION Built -In 18 "H. Wall Hood 1: Note: Viking Outdoor hoods must be installed in a covered, non - enclosed area, and should be protected from the elements as much as possible. The bottom of the hood should be 30" (76.2 cm) to 36" (91.4 cm) above the grill surface. The hood should be installed 4 -1/2" (11.4 cm) plus the distance between the back trim and surface from the back wall. (Note: There is a 3" minimum clearance from the back trim to non - combustible surfaces, and a 24" minimum to combustible surfaces.) This will require building the hood out from the wall. Any combustible material used for this purpose must be covered with locally - supplied stainless steel. Viking also recommends using a backsplash. DPLANNING AND DESIGN GUIDE RELEASED 12/1/07 VIKINGRANGE.COM 1- 888- VIKINGI 02007 V R C— INFORMATION SUBJECT TO CHANGE Installation Requirements VWH3678T 36 "W. Hood (for 30 "W. grills) Proper installation/ ducting is extremely important to ensure maximum performance. Use a qualified and trained installer. OUTDOOR — VENTILATION Built -In 18 "H. Wall Hood kv 'ANION& 3� VWH4878T VWH6078T 48 "W. Hood (for 41 "W. grills) 60 "W. Hood (for 53 "W. grills) DUCTING 1 • Check with a qualified and trained installer or local codes for makeup air requirements, if any. • Max. duct run • For 1,200 CFM -50' (15.2 m) •ELECTRICAL • For 1,500 CFM -75' (22.9 m) • Duct run length is for general reference only; for longer dud runs, increase duct size and contact a qualified and trained installer. • The 1,500 CFM ventilator should be used with longer duct runs. • Straight runs and gradual turns are best; for example, each 90° elbow is equivalent to 5 — 10 feet (1.52 — 3.05 cm) of straight run. OUTDOOR — VENTILATION Built -In 18 "H. Wall Hood kv 'ANION& 3� VWH4878T VWH6078T 48 "W. Hood (for 41 "W. grills) 60 "W. Hood (for 53 "W. grills) 'PLUMBING Not applicable GAS Not applicable VWH3678T VIV1200 VIEW 200/1500 10" (25.4 cm) 10" (25.4 cm) 8.7 6.1/6.8 VWH4878T VIV1200 VIEW 200 /1500 10" (25.4 cm) 10" (25.4 cm) 11.5 8.8/9.5 VWH6078T VIV1200 VEV1200 /1500 10" (25.4 cm) 10" (25.4 cm) 11.5 8.8/9.5 *Maximum amp rating for hoods includes recommended ventilator kit rating. DPLANNING AND DESIGN GUIDE RELEASED 12/1/07 VIKINGRANGE.COM 1- 888- VIKINGI ®2007 VRC— INFORMATIONSUBJECTTOCHANGE • 10" duct run for 900 - 1500 CFM o Never use flexible duct; it creates back pressure /air turbulence and greatly reduces performance. •ELECTRICAL • Hardwire direct with two -wire with ground • 120 VAC /60 Hz 'PLUMBING Not applicable GAS Not applicable VWH3678T VIV1200 VIEW 200/1500 10" (25.4 cm) 10" (25.4 cm) 8.7 6.1/6.8 VWH4878T VIV1200 VIEW 200 /1500 10" (25.4 cm) 10" (25.4 cm) 11.5 8.8/9.5 VWH6078T VIV1200 VEV1200 /1500 10" (25.4 cm) 10" (25.4 cm) 11.5 8.8/9.5 *Maximum amp rating for hoods includes recommended ventilator kit rating. DPLANNING AND DESIGN GUIDE RELEASED 12/1/07 VIKINGRANGE.COM 1- 888- VIKINGI ®2007 VRC— INFORMATIONSUBJECTTOCHANGE OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood 0 Installation Notes & Accessories Recommended Ventilator Kits • Must use Viking ventilator kits with Viking hoods; use of non - Viking kits voids product warranty • See ventilation product pages (indoor) for more information and additional specifications Model Description Approx. ship wt. lbs. (kq) VIV1200 1,200 CFM interior -power 43 (19.4) _VEV1200 1,200 CFM exterior -power 53 (23.9) VEV1500 1,500 CFM exterior -power 47 (21.3) Duct Covers • Stainless Steel (SS) • Constructed of 18 -gauge stainless steel • 12 "D. • Extends height of hood by 12" —conceals dud Model Description Approx. ship wt. lbs. (kg) DCW36T Outdoor 36 "W. dud cover 11 (5.0) DCW48T Outdoor 48 "W. dud cover 14(6.3) DCW60T Outdoor 60 "W. duct cover 2400.8) Backsplashes • Stainless Steel (SS) • 30 "H. • Backsplashes protect the wall space below hood • Create a continuous finish between cooking surface and hood • Low maintenance, easy to clean • Hemmed edges with screw holes • Kit includes backsplash and fastening screws Model Description ship wt. lbs. (kg) BKS36 -Approx. 36 "W. backsplash 9(4.1) BKS48 48 "W. backsplash 14(6.3) BKS60 60 "W. backsplash 20(9.0) Compliance Information &c @ WARRANTY SUMMARY* • One -year full warranty— complete product • Five -year limited warranty— ventilator motor • Lifetime limited warranty —rust through on all stainless -steel components • Ninety -day limited warranty — cosmetic parts such as glass, painted, and decorative items *Must use Viking ventilator kits with Viking hoods; use of non- Viking kits voids product warranty. For complete warranty see Use & Care Guide. Warranty valid on Viking products shipped within the United States and Canada. `�*r PLANNING AND DESIGN GUIDE RELEASED 12/1/07 .�i1 G VIKINGRANGE.COM 1- 888- VIKINGI 02007 V R C— INFORMATION SUBJECT TO CHANGE EFFLUENT DUPLEX ELECTRICAL ALTERNATING SYSTEM 1 OR 3 PHASE GATE VALVE t� CHECK VALVE N Qg `Y C e_ e. e.. .4. . SK500 o e E_PAK• • • ELECTRICAL ALTERNATOR WITH ALARM 031, �� PEA GRAVEL FLOAT SUPPORT FABRICATED FROM PVC OR STAINLESS STEEL PIPE ALARM LEVEL (BOTH PUMPS ACTIVATED) ON LEVEL ►— VAR"f LEVEL FLOAT SWTCHES — OFF LEVEL DUPLEX ELECTRICAL ALTERNATING SYSTEM 1 OR 3 PHASE EFFLUENT SYSTEM TOP VIEW CORDS FOR FLOAT SWITCHES OPTIONAL ATH FLOAT — L INLET HUB SKtl9 1^ 2' OR 3' VENT -PAK' E1ECTRICAL ALTERNATOR INSPECTION PLATE PUMP CORD O O CORD SEAL PUMP PLATE O BASIN COVER -I -� CHECK VALVE - -g'- GATE VALVE l� OPTIONAL SEPARATE d DISCHARGE 2' OR 3' DISCHARGE SKS01 � O Ims�e D / QINLET HUB ur OPTIONAL 4TH FLOAT VENT HOLE i� ZOELLER EFFLUENT NONAUTOMATIC — PUMP SK500 o e E_PAK• • • ELECTRICAL ALTERNATOR WITH ALARM 031, �� PEA GRAVEL FLOAT SUPPORT FABRICATED FROM PVC OR STAINLESS STEEL PIPE ALARM LEVEL (BOTH PUMPS ACTIVATED) ON LEVEL ►— VAR"f LEVEL FLOAT SWTCHES — OFF LEVEL DUPLEX ELECTRICAL ALTERNATING SYSTEM 1 OR 3 PHASE EFFLUENT SYSTEM TOP VIEW CORDS FOR FLOAT SWITCHES OPTIONAL ATH FLOAT — L INLET HUB SKtl9 1^ 2' OR 3' VENT -PAK' E1ECTRICAL ALTERNATOR INSPECTION PLATE PUMP CORD O O CORD SEAL PUMP PLATE O BASIN COVER -I -� CHECK VALVE - -g'- GATE VALVE l� OPTIONAL SEPARATE d DISCHARGE 2' OR 3' DISCHARGE SKS01 BERGLUND Architects, LLC April 12th, 2011 Martin Haeberle Chief Building Official Community Development Department Town of Vail 5 South Frontage Road Vail, CO 81657 970.479.2128 970.479.2452 Fax Ell —00c� 3 All 112111 TOWN OF VAIL Re: Response to Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023 Dear Martin, The following is Berglund Architects response to the Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023 per the changes we agreed to and discussions at your office on 4 -5 -11. 1 have copied the Town's comments and added our response after them in bold. Please call at your convenience at 471 2348 to discuss any questions or email if more convenient. As requested, we are submitting (4) copies of the drawing changes. We have reinserted two of these copies in to the two building department sets and provided two loose sets for the Fire Department and Public Works) BUILDING COMMENTS General Comments 1. Provide plans for required Radon mitigation system. Reference section AF 103 IRC. As discussed, we addressed the requirements for the design build radon mitigation system in our specifications which were enclosed with the original permit submittal. We have added the following summary to the general notes on drawing A3.1 GENERAL NOTES: Provide design build engineering and construction of a passive radon gas mitigation system for the project to which an inline turbine fan could be added later if required per the following criteria and as required to maintain radon levels at the mechanical crawlspace, lower level and house below EPA and other government standards. The radon mitigation subcontractor will be responsible for coordinating his work with the vapor barrier installation and the electrician for an electrical junction boxes at the locations determined by the radon mitigation subcontractor for the potential future fans. At a minimum, the following systems / services will be provided as part of the base bid by the radon mitigation sub contractor • Sealing of the crawl space slab and lower level concrete slab to the foundation walls • Sealing of all plumbing and other penetrations through the concrete slabs or through the below grade portions of the foundation wall. • Location and installation of pipes, ports, and opening in slab for the slab depressurization system. • Provide a passive vent pipe system which runs from the slab penetration location(s) to the outside in accordance with EPA standards. The vent(s) shall be run within the interior or exterior walls to a location(s) high on the roof. Coordinate vent location with Architect and or Owner. Page 1 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023, 4 -8 -11 • Provide power adjacent to slab vent penetrations for potential future inline fan location including all required rough in wiring, and junction boxes, in the event that a fan is required to be installed. • Provide provisions for a system failure indicator, including all required rough in wiring, and junction boxes, in the event that a fan is required to be installed. • Perform radon testing after the home/ passive system is complete to determine if the home passes or if an active system is required in order to maintain radon below EPA and other government standards.. • If an active system is required, perform follow up radon testing after the system is complete to determine if radon has been mitigated. • Provide an inline fan if active system is required. Provide other equipment and system as required to provide a functional radon mitigation system for the units. 2. .Provide special inspection agreement for soils A copy of the special inspections form is attached. Contractor will hire H.P. Geothech to provide open pit inspections to verify that soil conditions are consistent with the original soil report and suitable for the foundation and sub soil drainage system designed, prior to construction of any and all footings and as required per the soil report. Architectural Comments: Sheet Al 1. Provide breakdown of building square footage to include dwelling, garage, and covered decks. We had provided the habitable SF calculations for house and garage on the cover sheet. As discussed we don't have any decks with roofs over them so we have provided all areas under roof already. Sheet A2.1 1. Plans do not reflect the required slope from the building per section 1804.3 IBC. Revise plans to show compliance with the code and create consistency between the architectural, structural, and soils engineer. Soil report requires 5% slope away from house for first 10' (6 ") for unpaved areas and 2.5% slope away from house for first 10' (3") for paved areas. We have complied with this. Civil drawings do not reference grade slopes. Sheet A2.4 1. Annotate on plans how utilities are to be abandoned. We added the following note to the demolition plan (which you have already approved): Prior to demolition all existing utilizes will be turned off and disconnected as follows: Contractor to be responsible for coordinating the disconnect of all utilizes with the appropriate utility companies / departments. Electrical: to be disconnected at transformer at south west corner of lot. Design Build Page 2 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 11311 -0023, 4 -8 -11 subcontractor will provide new larger amperage service will replace the existing service Phone and Cable TV: to be disconnected at phone pedestal at North East corner of lot. New service to be run in conduit to house. Water: to be turned off at existing water valve as noted on survey. Water line to be cut just west of the valve (house side of valve). New water service to be provided as noted on Mechanical/ Plumbing drawings. Gas: to be turned off at existing gas valve along south property line. Approximate location of gas line is shown on sheet A2.1 Gas line to be cut just North of the valve (house side of valve). New service to be provided as noted on Mechanical /Plumbing drawings. Sewer: Existing sewer line to house at south side of house will be dug up, cut and capped close to south property line. Approximate location of sewer line is shown on sheet A2.1 New sewer line to house is proposed to connect to the existing sewer line at the same location as the existing. Sheet A3.0 1. Mechanical plans do not reflect an oil separator for the elevator pit. Please clarify. Per Otis Elevator's manufacturer's recommendations / requirements as well as Eagle River Water and Sanitation's requirements, we have noted on sheet A3.0 an oil inceptor at the sump pump to turn off the sump pump and sound an alarm if oil is detected. The pump is noted as SP1 on sheet M2.0 and the pump is specified in the "Plumbing Equipment Schedule" on sheet M1.0 where it notes "Oil smart system, audible and light alarms, check valve ". We have added to the existing note referencing the sump pump that "an oil inceptor at the sump pump to turnoff the sump pump and sound an alarm if oil is detected" on sheet A3.0. As shown on P2.0, the sump pump now pumps the water to connect to the discharge line which flows to the drywell as shown on Civil sheet C001. Check valves / gate valves are noted at the elevator sump pump as well as the main sump pump in the crawlspace so that water can not backflow from one sump pump to the other. Sheet A6.1 1. Detail 1 conflict with civil drawings in regards to slope. Please clarify We note "slope grade at 5% min away from building per soil engineer" Soil report requires 5% slope away from house for first 10' (6 ") for unpaved areas and 2.5% slope away from house for first 10' (3") for paved areas. We have complied with this. Civil drawings do not reference grade slopes. Sheet A7.9/A7.10 1. Termination of vents to be in conformance with manufactures installation criteria and mechanical code. Provide verification from the manufacturer of proposed plans. Sheet 7.9: the Outdoor Viking BBQ hood, 10" vent pipe and side termination of vent/ grill at the side of the chimney shown complies with manufacturers requirements. The Viking hood Page 3 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit B11 -0023, 4 -8 -11 specified is designed for outdoor use over BBQ grills. We have noted on the drawings for the "contractor to have a copy of the installation requirements for the BBQ hood and venting so the building inspector can verify installation meets manufacturer's requirements ". We have also provided a copy of the Viking installation requirements for the BBQ hood and venting for your reference. The hood is shown to be mounted at 36" above the BBQ grill which complies with Viking min height of 30" and max height of 36" above the BBQ grill. Sheet 7.10: After researching the Dura Chimney manufacturer's recommendations for the flue pipe and chimney cap shown, you were correct that the horizontal chimney top was not allowed per the manufacturer's installation requirements. We are now specifying a flue pipe and termination by ICC, model Excel flue pipe and termination, which allows the horizontal cover above it as we show. We have noted to maintain a min of 1.5" between combustibles and the flue pipe on the drawings and for the "contractor to have a copy of the installation requirements for the fireplace flue and chimney cap so the building inspector can verify installation meets manufacturer's requirements ". We have also provided a copy of the Excel installation requirements for the BBQ hood and venting for your reference. Sheet A7.11/ M3.1 1. Details conflict with mechanical plans. Please clarify termination complies with section 503.5.4 IFGC. Also, show combustion air termination is a minimum of 3 feet above the roof. The boiler flues shown on grid C and 8.5 on sheet A 3.4 and details 5 and 6 on 7.11 are exhaust only and are now shown 3' -2" above the adjacent highest roof. We raised the chimney 11" as called out on sheet A3.4 The mechanical engineer has approved our details 5 and 6 on 7.11 and has revised the mechanical detail N on M3.1 to match our detail. The combustion air intakes are on the north wall as shown on M2.1 and 1/A4.2. Sheet A9.23 1. Annotate on plans that the spa cover will meet the barrier requirements per section AG1O5.5 IRC. We have noted on sheet A9.23 "provide cover at spa which complies with ASTM F 1346 as listed in IRC section AG107 per IRC section 105.5 Barrier Exceptions" Sheet A9.24 1. Please clarify the proposed motorized drapery system will comply with section 310.4 IRC for emergency egress in bedrooms. As discussed. the roller black out window shades at the master bedroom and upper level bedroom windows / doors do have a side guide track, but no attachment at the bottom. The bottom of the shade has a flexible weighted edge and the shade is not fixed to the side guide /track so that If one grabs and pulls at the bottom of the shade it will easily pull / pop out of the side track and can be pulled away from the doors and windows allowing access to the egress doors. We feel they meet the requirements of IRC section 310.4 ... "screens or similar devices are permitted to be placed over emergency escape and rescue openings... provided such devises shall be releasable... from the inside without the use of a key, tool or special knowledge or force greater than that which is required for normal operation of the escape and rescue opening ". A note clarifying this has been Page 4 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 1311 -0023, 4 -8 -11 added to sheet A9.24 Structural Comments Reviewed and accepted Plumbing Comments: 1. Clarify sewer line connection is in compliance with section 701.3 IPC. Note: Town of Vail does not own a sewer system. The house sewer line will connect to Eagle River Water and Sanitation's public sewer line in Ptarmigan Road as noted below. As discussed the existing house connects to Eagle River Water and Sanitation's public sewer line in the easement on the adjacent lot to the south. 2. It appears plumbing fixture will be lower than the rim of the upstream manhole. Reference section 715.1 IPC. Identify fixtures to be served by a backwater valve. Per discussions with you, Drew Rader and Eagle River Water and Sanitation, it was agreed the existing sewer connection to the south of the house should be abandoned and the existing sewer line will be repaired and a new house sewer line will connect to the main sewer line in Ptarmigan road approximately 12" to the south of the manhole which is to the north of the proposed (and existing) driveway as shown on sheet A2.1. As discussed if the existing sewer connection had utilized the finish floor height of the main level of the house would have been approximately 16" the top of the downhill manhole a backflow preventer would have been required. Since back flow preventers are easily damaged by cleanout procedures in the event of a sewer blockage, we decided the new sewer connection as outlined above and shown. The downhill manhole elevation of the new sewer connection is approximately 27" below the main level finish floor. Mechanical Comments: Sheet M1.2 1. Clarify on plans the snow melt system controls complies with section 403.8 IECC. Snowmelt system complies with 2009 IECC, section 403.8. See sheet M4.2, item 14, section a and 9• Sheet M3.1 1. Show details for fireplace and barbeque flues in compliance with section 805.6 and 906 of the IMC Page 5 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 611 -0023, 4 -8 -11 Details for fireplace and barbeque flues are shown on A7.9 and A7.10. The custom decorative shroud at the fireplace chimney termination is installed in accordance with sections 805.6 (since it is installed in accordance with section 304.1) and 304.1 of the 2009 IMC "Equipment and appliances shall be installed as required by the terms of their approval, in accordance with the conditions of the listing, the manufacture's installation instructions and this code. Manufacture's installation instructions shall be available on the job site at the time of inspection." The designed decorative shroud meets ICC's (manufacturer) RIS Custom Shrouds Minimum Dimensions and Construction Guidelines which are included for your reference. All Factory built barbecue appliances will be installed per the manufacturer's installation instructions, 2009 IMC chapter 9 and 2009 IFCG chapters 3, 5, 7, 8. Sheet M3.2 1. The sizing for the fire pit is to be a maximum of 3/4' for the branch line and requires automatic controls with a timer to not exceed 30 minutes. Reference section 411.4 of the IFGC as amended by the Town of Vail. Revise plans. Note: the proposed btus recommend will not work as proposed. Gas piping to the fire pit has been reduced to 3/4" and a 30 minute timer has been called out. See sheet M1.0, Gas Load Summary, Sheet M2.1 and Sheet M3.2, detail K. 2. Clarify on plans the range is listed for a residential application. Reference section 623.2 and 623.3 IFGC The proposed Wolf range is listed as a residential appliance per 2009 IFGC section 623.3. Kitchen Make -Up Air will be provided as described on sheet M4.2, item 13. 3. Annotate on plans the fireplace spec sheets to be provided at the time of inspection. On sheet A 7.10, we have noted "contractor to have a copy of the installation requirements for the fireplace gas log set, flue and chimney cap so the building inspector can verify installation meets manufacturer's requirements ". This is also called out on M3.2, detail K. Sheet M4.0 1. Annotate on plans the welded gas piping to be tested at a minimum of 60 psig. See town of Vail amended code section 406.4.2 IFGC All welded gas piping will be tested to 60 psig minimum. See sheet M4.0, item 40. Electrical Comments: 1. Provide electrical load calculations for review as per Town of Vail submittal requirements We had submitted this with the building permit submittal, but I have enclosed another copy of this with my email. Page 6 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 BERGLUND Architects, LLC Response to Town of Vail Comments for 994 Ptarmigan Road for permit 611 -0023, 4 -8 -11 PLANNING COMMENTS Approved FIRE DEPARTMENT COMMENTS PUBLIC WORKS COMMENTS 1. 10 vehicle parking space are not allowed during construction. PW will approve 5 parking spaces until Nov. 1, 2011. No winter parking in ROW allowed. A Public Way Permit and fee will be required. Revise sheet On our Construction Management Plan on A2.3, we only show 5 parking spaces. We note them in the ROW for summer parking only through November 1 and note 5 spaces within the property for winter parking after November 1st. Dennis Thompson of Shaeffer Construction has already met with the Town of Vail Department of Public Works and they have approved the revised parking and construction management plan. Shaeffer Construction will be applying for the A Public Way Permit. Thanks for your assistance. Please call or email with any questions. Sincerely, Berglund Architects L.L.C. A Colorado Limited Liability Company By: 4 -8 -11 Hans Berglund Date Page 7 of 7 P.O. Box 2378, Edwards, CO 81632 Tel: 970 926 -4301 fax: 970 926 -4364 CLEAR DESIGN Con5vInn,3 Enajlneer5, LLG. X 23 Ru5tc Terrace, P.O. Box 6871 , Breckenridge, CO 80424, `el: 970.455.478 1, Emad: dcleary.cdcQa gmaiLccxn 994 PTARMIGAN ROAD VAIL VILLAGE FILING 7, BLOCK 4, LOT 3 DEMAND LOAD CALCULATIONS, SINGLE FAMILY DWELLING UNIT 1201240 VOLT, - 1(P (PER NEC 220-38 THROUGH 220 -19) VI -.: 47 v -- I - :: a O�FSSIONA� -��G\ EQUIPMENT QUANTITY VOLT AMPS/ NEC ARTICLE DEMAND TOTAL VA/ TAG . -- (W) DEMAND - FACTOR FACTOR GENERAL LIGHTING LOAD: _ - -- - -- -- -- - --- -- -- - - - - -. - _-- --- - - - GENERAL LIGHTING 8642 SF EA X 3 X 220.12 = 25926 SMALL APPLIANCE 2 EA X 1500 X 220.52(A) 3000 LAUNDRY 2 EA X 1500 X 220.52(8) - 3000 TOTAL = 31926 I. 3kVA @ 100% = 3000 REMAINDER @ 35% = 10124 NET LOAD e 13124 CONNECTED DEMAND OWNER EQUIPMENT 8 APPLIANCES: LOAD LOAD COOKTOP 1 EA X 10200 X 220.55 10200 100% = 10200 WALL OVEN 1 EA X 5100 X 220.55 5100 100% _ 5100 HOUSEHOLD ELECTRIC RANGE DEMAND FACTOR PER NEC TABLE 220.55 220.55 = 11000 HOOD ( ESIMATED LOAD) 1 EA X 700 X 220.53 700 75% = 525 MICROWAVE 1 EA X 1600 X 220.53 1600 75% = 1200 FRIDGE (ESTIMATED LOAD) i EA X 1200 X 220.53 1200 75% = 900 ICE MAKER 2 EA X 1200 X 220.53 2400 751% = 1800 WARMING DRAWERS 2 EA X 850 X 220.53 1700 75% = 1275 DISHWASHER (ESTIMATED LOAD) 1 EA X 1300 X 220.53 1300 75% = 975 UNDER COUNTER WINE FRIDGE (ESTIMATED LOAD) 1 EA X 1200 X 220.53 1200 75% = 9c0 DISPOSAL (ESTIMATED LOAD) 2 EA X 800 X 220.53 1600 75% 1200 TRASH COMPACTOR 1 EA X 600 X 220.53 600 75% = 450 WET BAR WINE FRIDGE (ESTIMATED LOAD) 2 EA X 1200 X 220.53 2400 75% = 1800 WET BAR FRIDGE (ESTIMATED LOAD) 1 EA X 1200 X 220.53 1200 75% = 900 DRYER(ELEC) 2 EA X 6480 X 220.54 12960 1001/ = 12960, GARAGE DOORS (ESTIMATED LOAD) 1 EA X 975 X 975 100% = 975 WATER FEATURE PUMPS (ESTIMATED LOAD) 2 EA X 1200 X 2400 100% = 2400 ELEVATOR (ESTIMATED LOAD) 1 EA X 7500 X 7500 100% = 7500 LARGEST MOTOR - ELEVATOR 1 EA X 7500 X 7500 25% = 1875 TOTAL = 48635 HVAC / MECHANICAL EQUIPMENT: BOILERS 2 EA X 600 X 1200 100% = 1200 PUMPS (19 PUMPS TOTAL) 1 EA X 13260 X 13260 100% = 13260 FAN COILS (10 FAN COILS TOTAL) 1 EA X 6175 X 6175 100% 6175 ENERGY RECOVERY VENTILATORS (2 TOTAL) 1 EA X 640 X 640 100% = 640 EXHAUST FANS (5 FANS TOTAL) 1 EA X 420 X 420 100% = 420 SUPPLY FANS (2 TOTAL) 1 EA X 82 X 82 100% = 82 HRV 1 EA X 1140 X 1140 100% = 1140 STEAM HUMIDIFIERS 4 EA X 1400 X 5600 100% = 5600 HP -1 82 2 EA X 12288 X 24576 100% = 24576 LIFT STATION 1 EA X 3000 X 3000 100% = 3000 MOTOR OPERATED DAMPERS .. EA X 40 X 200 100% = 200 TOTAL 56293 ADDITIONAL ELECTRIC UTILIZATION EQUIPMENT: HEAT TAPE (BOD - RAYCHEM GM -2XT), 346:20% 1365 LINEAR 12 X 426.4 16380 125% _ :0475 FT X JACUZZITUBS 0 EA X 1455 X 0 100% = 0 STEAM SHOWERS 0 EA X 4500 X 0 100% = 0 HOT TUB (ESTIMATED LOAD) 1 EA X 12000 X 12000 100% = 12000 TOTAL = 32475 NET COMPUTED LOAD TOTAL 160332 VA 150527 VA FOR 240V, 10,3 WIRE SERVICE 150527 (VA) / 240 VOLTS 668 AMPS 627 AMPS NET COMPUTED LOAD ALLOWING 20% ADDITIONAL CAPACITY TOTAL 152399 VA 1CGf ?. VA ALLOWING FOR 20% ADDITIONAL CAPACITY FOR UNFORSEEN LOADS AND FUTURE UPGADES 753 AMPS ESTIMATED SERVICE SIZE: 800 AMP ESTIMATED QTY.OF(42) CIRCUIT LOADCENTERS 8642 (30-FT) 202 CIRCUITS, - w/ LIMITED SPARE SPACE 5 PANELS NOTES: I . THESE CALCULATIONS ARE BASED ON THE STANDARD CALCULATION METHOD (NEC 220). 2. WE HAVE APPLIED NEC 220.53 APPLIANCE LOAD DEMAND FACTOR. 75% FOR (4) OR MORE PLIANCES, NOT INCLUDING HEAT, AC, RANGE OR DRYER. 3 CALCULATIONS ARE BASED ON THE MOST CURRENT INFORMATION AVAILABLE AT THIS TIME 4. IT IS ADVISED THAT THE ELECTRICAL CONTRACTOR REVIEW THE FINAL ACTUAL LOADS COMPARED TO THOSE USED FOR THIS CALCULATION PRIOR TO SERVICE ROUGH IN 00 Job Name: OW Job Address: Permit No.: SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) e owner or his/her representative, on the advice of the design professional in responsible charge, shall iplete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests ieduled to the Town of Vail for review and approval. Signatures are required on both pages; tocopied or faxed signatures are acceptable. The owner and his /her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing. 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans fur additional inspection or testing requirements that may be noted. A pre - construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re- inspections. 363 BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and /or inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. Z lo-f , it a ►`j p+ Acknowledgement Ir00. Mtt,,,( jt[x, L1N%vrcc, Owner .`�11�'�t, �ignature Prnt Name Special Inspection Agency: Qa Signature Project Arrh/Fnn Contractor: 5''J i�ob��T H • Qo� \oC% Print Name ?rot Name ?rir.t Name s fifo�t, C�/���jL,7a�(�,k 1 4 14- H T� \ e_- l ` -3- -Z - \1 -1\ Date O of to sr -1 Date nr *` 6 r:. 7y� 1{404t(zTL, luryly 6;T;A, tlli, SPECIAL INSPECTION AND TESTING SCHEDULE y O�Z��� (IBC 1704) n)J R•E rJ o Project Name: IPkIl ." 2 c, Permit # nl -TV p.ar% Owner's Name' w. 11t �� -* M.. Y-.)0LL -J (3_ i,( nQGL.t►.tC� Testing Inspection Signature =rntName Date Agency: WSY H. Po��oelc 3-�1-�j Testing n ,Q s ature Name-, D ,, J� Pri / Hereby ce flies that the Testin /ins ection y �[�cy �''� ;�` wps. / �� 9 F Agenc, named ve has been en aged to corm str ra ests and inspections durng construction as checked oe!ow, to satsfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement tha: all items of designated work perfomied were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: Tensile & Bend, one set per heat per _ tons Inspector of Placement Inspecdor of Welding Epoxy MASONRY: Prelim. Acceptance Tests (Masonry Units, Wall Prisms) Subsequent Tests (Alortar, Grout. Field Wall Prisms) Inspection of Placement and Groutinc CONCRETE. SIIOTCRETE. GROUT Amn WIP Aa- Concrete I Shot I Grout I Mortar Aggregate tests for design Suitrbifty of aggregates — Mx Designs I Test Pa tel Batch Plant Inspection Cement Grab Sample Inspact Placing Compression Tes's Cast Specimens _ Pick -up Samples –� Shdnkage Bars -- Yield Check Air Cheek Dry UnFt weight rmECA5T CONCREi t: Reinforcirg 'rests Inspection of Reinforcing :11acemert Tendon Tests Inspection of -endon Placement inspection of Concrete Placement Inspection of Concrete Satchirg Inspection of Panel Attachrrert & Inserts Compression Tests Inspection of Stressino/Trarsfer PILING, CAISSONS. CAPS, TIES: Inspection of Reinforcing ,Iacemert Inspection of Concrete Placement Inspection of Corcrete Batchirg Speedy ether tests, inspections or sperial instruc!ions required. in UNDERPINNING: Temporary/Permanent Inspection of Steel Fabrication Inspection of Reinforcing & Forms Inspection of Concrete Placement Inspaction of Tiebacks SOIL NAILS: Tomperary Shoring Permanent Wail STRUCTURAL STEEL: Sample & Test (List specific members below) Shop Identification & Welding Inspection Shop Ultrasonic Inspection Shop Radiography Field Welding Inspection Field Bolting Inspection Field Ultrasonic Inspection 1-feld Radiography Metal Deck Weidirg Inspection FIREPROOFING: Inspection & Placement SOILS: a Tests Moisture- Densihi Determination Field Density Drilled Piers Deep Foundation STRUCTURAL WOOD: Inspecticn of Fabrication Inspecticn of Truss Joint Fabrication Sample & Test Components Inspection. of Glu Lam Fabrication SMOKE CONTROL: SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance Wind Requirements 1CC CHIMNEY The Technology Leaders ICC INDUSTRIAL CHIMNEY COMPANY INC. ST- JEROME, QUEBEC, CANADA, J7Y 467 TEL: (450) 565 -6336 • FAX: (450)565 -6519 INSTALLATION AND OPERATION INSTRUCTIONS "RIS" CHIMNEY TYPE: Type "A" factory-built chimney suitable for venting negative or neutral draft (non - pressurized) appliances including boilers, building heating equip- ment, fireplaces and stoves. RIS has been designed, tested, and listed to vent large wood burning fireplaces and to extend masonry chimneys. RIS is listed to the UL 103HT standard for use in the USA. Note for customers in Canada: Model RIS is not certified to the ULC S -629 Standard. SIZE: 6" - 24" Chimney A MAJOR CAUSE OF CHIMNEY RELATED FIRES IS FAILURE TO MAINTAIN REQUIRED CLEARANCE (AIR SPACE) TO COMBUSTIBLE MATERIALS. IT IS OF UTMOST IMPOR- TANCE THAT THIS CHIMNEY BE INSTALLED ONLY IN ACCORDANCE WITH THESE INSTRUCTIONS. Use only factory supplied components. Failure to do so will void the certification and the warranty of this chimney. If possible, install the chimney on the interior of the building as it will provide better per- formance than an exterior chimney. In areas with continuous temperatures below 0°F the use of an exterior chimney may result in operating problems such as poor draft and excessive condensation of combustion products. If you do install an exterior chimney, we recommend that you install it within an insulated enclosure. Read these instructions and keep them for future reference. Contact local build- ing or fire officials about restrictions and installation inspection in your area. TFfi RIS has been tested and listed to the UL 103HT chimney `µ'(ER standard by Warnock Hersey - Intertek Testing Services vs us � 0 dock tA" RIS 03 -06 Contents TECHNICAL SPECIFICATIONS .............................................. ............................... 3 Materials................................................................................... ............................... 3 Allowable Flue Gas Temperatures ........................................... ............................... 3 Clearances............................................................................... ............................... 3 RIS DIMENSIONS AND CAPACITIES .................................... ............................... 4 GENERAL INSTALLATION NOTES ........................................ ............................... 5 ChimneyCleaning ...................................................................... ..............................5 ChimneySizing ......................................................................... ............................... 5 Recommended Flue Height ...................................................... ............................... 6 Earthquake Damaged Chimneys .............................................. ............................... 7 LocalRequirements .................................................................. ............................... 7 INSTALLATION INSTRUCTIONS ............................................ ............................... 7 ChimneyLengths ...................................................................... ............................... 7 AdjustableLength ..................................................................... ............................... 7 AnchorPlate ............................................................................. ............................... 8 BoilerApplications .................................................................... ............................... 8 Using an anchor plate to extend an existing masonry chimney .............................. 8 CHIMNEY EXTENSIONS ......................................................... ............................... 9 TYPICALSITE BUILT .............................................................. ............................... 9 Extending a masonry chimney lined with a metal chimney liner ............................. 10 MasonryTransitions .................................................................. ............................... 10 FireplaceApplications ............................................................... ............................... 10 RIS Minium Rough Opening Dimensions ................................. ............................... 11 Flooror Base Support ................................................................. .............................11 WallSupport ................................................................................ .............................11 Through the Wall Installation - Wall Support and Wall Radiation Shield ................. 12 Roundand Square Support ...................................................... ............................... 13 Atticand Roof Area ................................................................... ............................... 13 Elbows......................................................................................... .............................14 WallBand .................................................................................. ............................... 14 GuyBand .................................................................................. ............................... 14 RadiationShield ........................................................................ ............................... 15 RainCaps ................................................................................. ............................... 15 After market chimney top devices ............................................ ............................... 15 PARTDESCRIPTIONS ............................................................ ............................... 16 to 18 RISOFFSET TABLES ............................................................. ............................... 19 WARRANTY............................................................................. ............................... 20 RIS Owner's Manual 2 ICC Chimney TECHNICAL SPECIFICATIONS MATERIALS: CASING: Standard: Type 304 Stainless Steel Optional: Galvalume, Type 430, 444 or 316 Stainless FLUE: Standard: Type 304 Stainless Steel Optional: Type 444 or 316 Stainless Stee INSULATION: "THERMOPLUS" HIGH TEMPERATURE MINERAL FIBRE SIZE: 6" TO 24" Inside Diameter ALLOWABLE FLUE GAS TEMPERATURES: CLEARANCES: NOTE Maximum Continuous Brief Forced Firing: Tested To: (3X 10 min.) To Combustible Materials: To Non - Combustible Materials 1000 °F 1400 °F 2100 °F 2" Air Space Minimum No Clearance Required NFPA 211 requires that all chimneys used on solid fuel residential applications to be listed to UL 103HT RIS Owner's Manual 3 ICC Chimney RIS DIMENSIONS AND CAPACITIES RIS Minimum Rough Opening Dimensions Diameter 6 7 8 10 12 14 16 18 20 22 24 Hole Combustible Wall. 12 13 14 16 18 20 22 24 26 28 30 Size Floor or Roof 120' 102' 89' 78' 70' 64' 58' 53' Wall Support 150' 130' (in.) Non - Combustible 9 10 11 13 15 17 19 21 23 25 27 40' Wall, Floor or Roof 30' 25' 20' 20' 20' 20' Roof Support 55' 50' 45' 40' RIS Vertical capacity Table Size 6" 7" 8" 10" 12" 14" 16" 18" 20" 22" 24" Anchor Plate 186' 166' 146' 120' 102' 89' 78' 70' 64' 58' 53' Floor Support 186' 166' 146' 120' 102' 89' 78' 70' 64' 58' 53' Wall Support 150' 130' 118' 97' 82' 72' 63' 57' 51' 47' 43' Offset Support 55' 50' 45' 40' 35' 30' 25' 20' 20' 20' 20' Roof Support 55' 50' 45' 40' 35' 30' 25' 20' 20' 20' 20' Insulated Tee 65' 61' 57' 53' 45' 39' 35' 31' 28' 26' 23' Chimney Length 186' 166' 146' 120' 102' 89' 78' 70' 64' 58' 53' Adjustable Length RIS Chimney Dimensions Diameter OD Ibs /ft. 6" 8'/4 3.8 7" 9'/4 4.4 8" 10'/4 4.8 10" 12'/4 5.9 12" 14'/4 6.9 14" 16'/4 7.9 16" 18'/4 9 18" 20'/4 13 20" 22'/4 14.3 22" 24'/4 15.7 24" 26'/4 17 Nominal Length Installed Length 48" 46'/4" 24" 22'/4" 24" adjustable 131/2" - 24" 12" 10'/4" 12" adjustable 7'/2" - 12" RIS Owner's Manual 4 ICC Chimney GENERAL INSTALLATION NOTES 1. The chimney is intended for use with residential, commercial and industrial heating appliances, and for fire- places where permitted by the local building codes. See page 3 for maximum allowable flue gas tempera- tures. 2. Size the chimney in accordance with the appliance manufacturer's instructions. For masonry fireplaces follow TABLE 1. When extending a masonry chimney the cross sectional area of the RIS chimney must equal or slightly exceed the cross sectional area of the existing chimney. Note: In the chart on page 4 the chimney size is a function of fireplace opening size, it is possible to change the chimney diameter required by increasing or reducing the opening size. 3. The chimney may be enclosed in a combustible chase. If it is desirable to enclose the chimney, then maintain at least 2" clearance to combustibles. We recommend that the chase be lined with gyprock. Some areas require type X gyprock, see local authorities for the regulations in your area. 4. Do not fill the space around the chimney with insulation or any other material. This space must remain empty. 5. The chimney shall extend at least 3 ft. above its point of contact with the roof and at least 2 ft. higher than any wall, roof or adjacent building within 10 ft. The chimney must project a minimum of 8" above a locally fabri- cated metal chase flashing. Note: In California this chase flashing is required to be ventilated. 6. The maximum height of un- braced or un -guyed chimney above the roof is 5 ft. 7. The clearance between single wall stove pipe and unprotected combustible material must not be less than 18" (refer to the Building Code in use in your area). 8. Factory built chimneys which extend through any story above that on which the connected appliance is located are to be provided with enclosures having a fire rating equal to or greater than that of the floor or roof assembly through which they pass. 9. A support must be installed above each chimney offset. See table 4 for load ratings. 10. We recommend that an existing masonry chimney be inspected and cleaned by a qualified chiney sweep prior to commencing the installation of a chimney extension or chimney lining. CHIMNEY CLEANING Keep your chimney clean. Access should be provided for the inspection and cleaning of all sections of the chim- ney. Have your chimney cleaned by a qualified chimney sweep. If you want to clean your chimney yourself, then clean your chimney using a nylon or metal chimney brush of the CORRECT SIZE. DO NOT use a brush that will scratch the stainless steel interior of the chimney. Soot Formation and Need for Removal (oil appliance): Soot can accumulate on the chimney flue when connected to an oil fired appliance. If not removed periodically this deposit can ignite and cause possible damage to the chimney. The chimney should be inspected at least once every year during the heating season to determine if a soot build up has occurred. If soot has accumulated, it should be removed to reduce the risk of chimney fire. CHIMNEY SIZING Use the table on page 6 to determine the correct diameter of chimney for an open masonry fireplace. For facto- ry- built fireplaces and wood- burning stoves, use the size specified by the appliance manufacturer. In most cases, this is the diameter of the flue collar. RIS Owner's Manual 5 ICC Chimney Fireplace opening Number of elbows Elevation Above Sea Level (feet) 0 2 X 15° 2 X 30° 2 X 45° 4 X 15° 4 X 30° 4 X 45° 42" W. by 30" H. Chimnet height 20' 2. 40 12 13 15 16 14 18 20 18 20 1000 -2000 12 '/2 13 '/2 15 '/2 16 '/2 14 '/2 Z 20 '/2 19 21 2000 -3000 13 14 16 OF Chimney 0 12" Q��` 60" 48" P� 4 t� 19 '/2 30 25 20 5 10 19 '/2 21 '/2 3000 -4000 13 '/2 14 '/2 17 1 18 15 '/2 20 22 '/2 20 22 '/2 4000 -5000 14 15 17 '/2 18 '/2 16 21 23 21 23 5000 -6000 14 '/2 15 '/2 18 19 17 21 '/2 24 21 '/2 24 6000 -7000 15 16 18 '/2 20 17 '/2 22 '/2 25 22 '/2 25 7000 -8000 15 '/2 16 '/2 19 20 '/2 18 36" 25 i/2 e 251/2 8000 -9000 16 17 20 21 18 '/2 24 30" 24 6 9000 -10000 16 '/2 17 Y2 20 '/2 22 19 24 '/2 27 24 '/2 27 No more than two offsets (four elbows) allowed 1. This column shows the height required for a rear vented stove run 18" horizontally into a tee 2. This column shows the height required for a top vented stove with a 90° degree elbow and an 18" horizontal run into a tee 5 24" 4 00� ML 18" 2 i 24" 36" 48" 60" 72" 84" B 10 12 14 16 B 20 FIREPLACE WIDTH OPENING, W CHIMNEY DIAMETER, INCHES RECOMMENDED FLUE HEIGHT II I I I Y Z _f x V O a 0 Once the correct chimney size has been determined, there are two factors which can be compensated for when calculating the optimum height of the system - elevation and chimney layout. The higher the elevation, the greater the chimney height required to provide the same draft as an installation a sea level. The more complex the chim- ney layout (the more tees, elbows, etc. in the system) the greater the chimney height required to provide the same draft as a straight up system. The table on the right suggests the minimum height required to insure adequate draft under a variety of conditions. Minimum Recommended Flue Height from the flue connection on the appliance (feet) Number of elbows Elevation Above Sea Level (feet) 0 2 X 15° 2 X 30° 2 X 45° 4 X 15° 4 X 30° 4 X 45° 1. 2. 0 -1000 12 13 15 16 14 18 20 18 20 1000 -2000 12 '/2 13 '/2 15 '/2 16 '/2 14 '/2 19 20 '/2 19 21 2000 -3000 13 14 16 17 15 19 '/2 21 '/2 19 '/2 21 '/2 3000 -4000 13 '/2 14 '/2 17 1 18 15 '/2 20 22 '/2 20 22 '/2 4000 -5000 14 15 17 '/2 18 '/2 16 21 23 21 23 5000 -6000 14 '/2 15 '/2 18 19 17 21 '/2 24 21 '/2 24 6000 -7000 15 16 18 '/2 20 17 '/2 22 '/2 25 22 '/2 25 7000 -8000 15 '/2 16 '/2 19 20 '/2 18 23 25 i/2 23 251/2 8000 -9000 16 17 20 21 18 '/2 24 26 '/2 24 261/2 9000 -10000 16 '/2 17 Y2 20 '/2 22 19 24 '/2 27 24 '/2 27 No more than two offsets (four elbows) allowed 1. This column shows the height required for a rear vented stove run 18" horizontally into a tee 2. This column shows the height required for a top vented stove with a 90° degree elbow and an 18" horizontal run into a tee RIS Owner's Manual 6 ICC Chimney EARTHQUAKE DAMAGED CHIMNEYS When using an RIS chimney to repair a damaged masonry chimney it is important to note that ICC is not in a posi- tion to determine the condition of the existing masonry. The assessment of the existing structure and determina- tion of the correct repair procedure is beyond the scope of these instructions. In some cases a proper damage assessment will require an on site evaluation by a professional engineer. Because of the uncertainty related to the existing structure earthquake damage repairs should only be completed by knowledgable, experi- enced contractors. RIS chimneys have been specifically designed, tested and listed to vent masonry fireplaces in residential installa- tions and to extend existing masonry chimneys. One of the primary applications of RIS is for the repair of earth- quake damaged masonry fireplaces and chimneys. ICC provides components designed to correctly adapt our products to existing masonry construction and we warranty the performance and mechanical integrity of our sys- tem when it is correctly installed on a structurally sound foundation. LOCAL REQUIREMENTS The requirements for chimney repair vary substantially from jurisdiction to jurisdiction. We strongly recommend that you contact your local building officials to determine the requirements in your particular area before attempt- ing any chimney repairs. Some municipalities (e.g.: The City Of Los Angeles) have specific written repair require- ments - most other areas are not as specific. Two sources of information concerning the construction and inspec- tion of masonry chimneys and fireplaces are "The Residential Fireplace and Chimney Handbook" written by the Masonry Institute of America and "Repair Of Earthquake Damaged Masonry Chimneys Using New Metal Chimneys" by the City of Los Angeles Department of Building and Safety. INSTALLATION INSTRUCTIONS CHIMNEY LENGTHS (RIL) Install chimney lengths as follows: 1. Stack one chimney length on to another. 2. Screw the stainless steel metal screws supplied with the length through the pre - punched holes in the bottom of the length and into the lower length. Be sure to use a metal screw in each pre - punched hole. Continue until the required chimney height is achieved. 3. In some installations it is difficult to install all of the screws in the pre - punched holes (eg: when the chimney is run parallel to a wall at minimum clearance). In these installations it is possible to install a locking band how- ever the use of a locking band does not totally elimnate the requiremet for screws. You should install as many screws as possible (the screws do not all need to be in the pre - punched holes) and you must install at least half of the screws. ADJUSTABLE LENGTH (RILA The adjustable length is to allow the chimney to fit in a fixed distance when a suitable standard length is not available. Typical applications are between two elbows when a fixed offset distance is required or between two boiler outlet flanges which are a fixed distance apart. The length of the outer casing of the adjustable length must be set before it is installed. The adjustable length is installed by sliding the flue (inner stainless steel) into the section below it after the two piece outer casing has been adjusted to the correct overall length. The adjustable length should be installed with a straight chimney section below it, there is not sufficient room for it to adjust into a tee or elbow. 1. Measure the exact length required, be sure to allow for the overlap between chimney sections. 2. Slide the two piece outer casing together until the correct overall length is achieved. RIS Owner's Manual 7 ICC Chimney 3. Fasten the two casing sections together using the stainless steel metal screws provided. Be sure to put a screw in each pre - punched hole. 4. Cut off the exposed insulation. You do not need to remove any extra insulation in order to allow for overlap, the insulation will compress sufficiently when assembled. 5. Slide the flue into the length below it and fasten the exterior together in the same manner as a conventional chimney section. It may require somewhat more effort to connect the adjustable length since you are com- pressing the insulation at the same time. ANCHOR PLATE (AP) Boiler Applications The chimney may be supported directly on top of the appliance. This is achieved by attaching an Anchor Plate (AP) directiv to the outlet of the appliance. The maximum height of chimney supported will be determined by the allowable maximum load on the boiler, but should generally not exceed 25 feet. 1. The support should be bolted to the appliance using 3/8" or larger bolts. 2. Place the first chimney length in the anchor plate. Fasten it in place using one factory suplied stainless steel screw through each anchor plate bracket into the chimney casing. Using an anchor plate to extend an existing masonry chimney. The are two common applications for extending a masonry chimney with an RIS chimney - when the masonry chimney is too short causing draft problems and when the masonry chimney is damaged as a result of age or mechanical shock (earthquake). 1. If the RIS chimney is being used to extend an existing chimney in good condition then the anchor plate may be installed directly on to the existing chimney. It is often necessary to remove a portion of the top tile liner and some of the masonry cap in order to achieve a structurally sound clean, flat surface. Alternatively a concrete bond beam may be poured on top of the existing masonry in order to achieve a flat surface. In either case read the section on masonry transitions carefully before installing the anchor plate (see page 10). 1A. If the RIS chimney is being used to extend a damaged chimney read the information on page 7 regarding repairs of earthquake damaged chimneys carefully. There is no substitute for a thorough on site examination of the existing chimney by a qualified contractor. The pamphlet "Repair Of Earthquake Damaged Masonry Chimneys Using New Metal Chimneys" by the City of Los Angeles Department of Building and Safety provides specific instructions on how to determine a suitable location to adapt from masonry to metal. This pamphlet also recommends specific steel bracing which must be fastened to the roof to provide lateral support for the existing masonry. See drawings of typical installations on page 9. 2. Pour a concrete bond beam to provide a suitable surface to fasten the anchor plate and seal the top of the existing masonry. Read the section on masonry transitions carefully before installing the a bond beam or anchor plate (see page 10). 3. Apply silicone to the top surface of the masonry prior to bolting the anchor plate down. 4. Bolt the anchor plate to the top of the existing masonry using 3/8" or larger metal anchors solidly fastened into the existing masonry. 5. Screw the first section of chimney to the anchor plate using one factory supplied stainless steel screw through each pre - punched hole. HIS Owner's Manual 8 ICC Chimney 6. Carefully caulk the bottom of the chimney section with silicone where it contacts the anchor plate to prevent water from entering between the anchor plate and the chimney. At the same time insure that the perimeter of the anchor plate is thoroughly caulked where it contacts the masonry. 7. Install additional components as required. Be sure to maintain the required clearance to combustible materials. 8. The maximum height of un- braced or un -guyed chimney above a roof is 5 ft. 9. The maximum height above an anchor plate without a lateral support is 5'. TYPICAL MASONRY CHIMNEY EXTENSIONS SEAL VnM CMXKDIi HET/EEN THE HASWW CHA►EY TOP AND THE MiDIE t PLATE SEA. VM SIL. WW DEfV THE nS QiDQEY NID THE ANMM PLATE TYPICAL SITE BUILT TRANSITION RAIN CAP / FLASHING ROOF ATTIC RADIATION SHIELD CEILING 2'dearance ANCHOR PLATE CAULKING Anchor Plate Custom Transition Insulation Concrete Bond Beam Existing Masonry RIS Owner's Manual 9 ICC Chimney Extending a masonry chimney lined with a metal chimney liner RIS may be used to extend a masonry chimney which has been lined with an approved chimney liner. This type of repair is generally found where the original flue tile has been damaged by chimney fire or moisture and in cases where the flue has been relined to reduce its cross section. The RIS anchor plate has a single wall connector sec- tion designed to allow a metal chimney liner to be screwed directly to it. Masonry Transitions Masonry flue liners are typically rectangular, oval, or square, and they are rarely consistent in size. When installing an RIS chimney to extend a clay tile liner the new round chimney must have a cross sectional area equivalent to the original masonry flue. In some cases this requires a dramatic change in the shape of the flue (e.g: a 6 X 12 flue adapted to 10" round). When the original clay tile liner being extended is close to the same size and shape as the RIS chimney it is gen- erally sufficient to construct a smooth, hand laid, refractory cement transition. When the original clay tile liner is substantially different in size or shape from the RIS chimney it is recommended to install a locally fabricated stainless steel transition section between the two systems in order to insure smooth gas flow. It is not possible for ICC to offer transition sections as a stock item because of the variations in flue tile size - even a "standard size" flue tile varies quite a bit from piece to piece. We recommend that this transition be locally constructed using the following procedure (see the drawing on page 9). • Make a paper template of the existing tile liner • Have a local sheet metal fabricator make a rectangular to round tapered transition having the following properties: • Constructed of .025 (22 gauge) or heavier type 304 or 316 stainless steel • The rectangular section should correspond as closely as possible to the shape of the template and should have a 1" flare at the end to allow it to seat squarely on top of the existing chimney - see drawing. • The single wall connector on the RIS anchor plate should fit snugly inside the round section of the transition. • For radical shape changes the tapered section should be 6 -8 inches long - this will require a thicker bond beam. The transition section should be wrapped with 1" of mineral fibre insulation prior to pouring the bond beam allows for expansion and contraction and creates a thermal break between the metal and masonry. FIREPLACE APPLICATIONS The anchor plate is designed to adapt an RIS chim- ney to a masonry fireplace. The anchor plate must be installed on a smooth, structurally sound, flat surface. 2. Bolt the anchor plate to the top of the existing masonry using 3/8" or larger metal anchors solidly fastened into the existing masonry. Use the holes in the anchor plate as a template to locate the anchors. 3. Place a bed of refractory cement on the masonry in the area the anchor plate will be in contact with. 4. Bolt the anchor plate down firmly. Allow the refrac- tory cement to dry. RIS Owner's Manual This 10 ICC Chimney RIS Minimum Rough Opening Dimensions Diameter 6 7 8 10 12 14 16 18 20 22 24 Hole Combustible Wall, Floor or Roof 12 13 14 16 18 20 22 24 26 28 30 Size (in.) Non - Combustible Wall, Floor or Roof 9 10 11 13 15 17 19 21 23 25 27 FLOOR or BASE SUPPORT LBS) 1. Cut and frame the opening to the dimensions required in table 3 above. 2. Attach the support to the floor using one #10 X 2" screw through each hole in the support. 3. Place the support collar around the chimney length at the desired height. Tighten the ring and then screw the Stainless Steel metal screws (sup- plied with support) through the collar and into the chimney casing. Be sure to use a metal screw in each pre - punched hole. 4. Place the chimney and collar in the support. 5. Continue installing chimney lengths as required. WALL SUPPORT This support may be attached to a combustible or non - combustible wall. It may be used to support an Insulated Tee or may be used as a re- support fastened to a chimney length. 1. Attach the main support plate to the wall using at least a #10 X 3" screw through each hole in the plate. Make sure the support is horizontal, then attach the angle arms to the wall above the support. 2. Place the support collar around the chimney length at the desired height. Tighten the ring and then screw the Stainless Steel metal screws (supplied with support) through the collar and into the chimney casing. Be sure to use as many metal screws as there are pre - punched holes in the chimney lengths. 3. Place the chimney and collar in the support. 4. Continue installing chimney lengths as required. If possible install an interior chimney as it will provide better performance than an exterior chimney. In area with continuous temperatures below 18 C (0 °F) the use of an exterior chimney may result in operating problems such as poor draft, excessive condensation of combustion products and rapid accumulation of creosote when connected to a wood burning appliance. If you do install an exterior chimney, we recommend that you enclose it using an insulated enclosure. RIS Owner's Manual 11 ICC Chimney NOTES: 1. The chimney may be enclosed or un- enclosed. Maintain 2" clearance to combustible materials. Do not fill the 2" space around the chimney with insulation or any other material. 2. A wall band must be used to secure the chimney to the wall. Maximum distance between wall bands is 8 feet. 3. The minimum horizontal length of chimney extending past the inside wall is 4 inches. 4. The distance between the stovepipe and a parallel combustible wall or ceiling must not be less then 18 ". The distance between the horizontal stove pipe and the un- shielded vertical wall through which the insulated chim- ney passes is determined by the Wall Radiation Shield. 5. If an exterior installation is to be enclosed, allow for access to base of Tee to facilitate required cleaning. 6. The minimum distance between the bottom of the chimney and any horizontal combustible surface is 12 ". Through the Wall Installation - Wall Support and Wall Radiation Shield 1. Determine where the chimney will pass through the wall. For concrete walls cut a hole slightly larger than the chimney. For combustible walls cut and frame a hole (See TABLE 3 for size) 2. Combustible wall: From outside, put the exterior portion of the wall radiation shield in the hole. Nail the radiation shield in place using 4, 2" nails or # 8 * 1 1/2" wood screws. 3. Fasten the Wall Support to the outside wall. The Wall Support must be adjusted so that the clearance to a com- bustible wall is at least 2 ". 4. Stack the next chimney length in place. Fasten the lengths together using one stainless steel metal screw in each pre - punched hole. Continue until the required chimney height is installed. 5. Install a Wall Band at 8' intervals. The Wall Band should be adjusted to ensure the chimney is vertical and at 2" (or more) clearance to combustibles. 6. If the chimney extends above the roof more than 5' above the last lateral brace, it should be secured to the roof using a Roof Brace (RB). 7. Fit the rain cap to the top of the chimney. Screw the metal screws provided through the straps and into the top chimney length. FROM INSIDE 8. Fasten the flue extension to the horizontal chimney length sticking into the room. 9. Put the interior portion of the wall radiation shield (WRS) in the hole in the wall and push it until it stops against the wall. Fasten it to the wall. If the chimney passes through the roof, cut a hole large enough to provide 2" clearance between the chimney and the roof. See the table on page 11 for the size. Put the roof flashing in place. Seal the joint between the roof and the flashing with roofing pitch. For sloping roofs, place the flashing under the upper shingles and on top of the lower shingles. Nail the flashing to the roof using roofing nails. Place the storm collar over the chimney and push down until the collar contacts the spacer. Caulk the joint between the chimney and collar with silicone caulking. RIS Owner's Manual 12 ICC Chimney ROUND SUPPORT (RDS) & SQUARE SUPPORT (SQS) Typical round and square support installations are shown in drawings 1 thru 4 on page 13. The clearance between the chimney and combustible material must not be less than 2" except in areas directly shielded by the support. See the rough opening TABLE 3 for the minimum frame dimensions. Do not fill this area with insulation. If the support is installed in a ceiling with an attic directly above, the support also acts as the attic radiation shield. 1. Locate the chimney in a convenient place as near as possible to the appliance outlet. Cut and frame the holes in the floor, ceiling, and roof where the chimney will pass. 2. From below, push the support into the framed hole. The support must protrude at least 4" below the finished ceiling. Nail the support to the framed joist using 8 3" spiral nails or # 10 X 2 " wood screws. Place the Finish Collar around the support and fasten it to the ceiling using the two screws provided. 3. Attach the flue extension (found in the support box) to the bottom of the first chimney length using the 3 metal screws provided. Put this chimney length in the support. Push it down firmly in place. 4. From below, install a firestop radiation shield in each floor through which the chimney passes. 5. Stack the next chimney length on the first length. Fasten the three screws supplied through the holes to fas- ten the chimney together. Continue until the required chimney height is reached. ATTIC AND ROOF AREA 6. At the attic level, install a radiation shield (RS) from below. With the addition of a storm collar to close the top this shield acts as the joist and the attic radiation shield. If your chimney is enclosed in the attic proceed as folows: 7. Put the roof flashing in place. Seal the joint between the roof and the flashing with roofing tar. For sloping roofs, place the flashing under the upper shingles and the on top of the lower shingles. 8. Nail the flashing to the roof using roofing nails. Place the storm collar over the chimney and the flashing. Tighten it in place. Caulk the joint between the chim- ney and storm collar. 9. Fit the rain cap to the top of the chimney. Screw the two metal screws provided through the straps and into the top chim- ney length. RIS Owner's Manual UNENCLOSED ATTIC — REGULAR FLASHING ENCLOSED ATTIC — VENTED FLASHING PANw STM COUAR RM w STOW 0XLVt MMOM Sim r CUENWKE TO RAMA„Q, r 01AM E To ATE WA= r aEYVAM M �T� WAUS FlN9i TMI ROLM OR l MMM OR R81 TRY DRAWING 1 DRAWING 2 CATHEDRAL CEILING REGULAR (UNENCLOSED) ATTIC �PM w "'_rm w �'. maa mww saM mun ,m FLASHM � low auMe FREE TM R SQUAW M=LM OR • . . �. . �. �'. surrortr n,c ,, . FAGUM oft SUFFCRr FPM TM o� DRAWING 3 DRAWING 4 13 ICC Chimney ELBOWS (RIE15. RIE30. & RIE45) Elbows are used to offset the chimney in order to bypass a building obstruction. Two pairs of 15, 30 or 45 degree elbows (4 elbows total) are allowed per chimney system. There is no limit on the length of chimney between off- sets however the chimney must be re- supported at regular intervals - see TABLE 4 for support capacities. Note: 45° elbows are approved for use in Canada only. The elbows are attached in the same manner as the chimney lengths. See the offset TABLE 7 and TABLE 8 on page 19 for offset dimensions. 1. Place the elbow on the chimney length. 2. Screw the Stainless Steel metal screws (supplied with the elbow) through the pre - punched holes in the bottom of the elbow and into the lower length. Be sure to use a metal screw in each pre - punched hole. The holes in the elbow will not line up with the holes in the chimney sec- tion. 3. Install a re- support (a wall support, offset support or roof support) above the return elbow. WALL BAND (RWBB) STORM COLLAR f FLASHHO ROOF SUPPORT OFFSET SUPPORT OFFSET wsE The Wall Band is used to secure the chimney to an exterior or interior wall. The recommended maximum length of chimney between wall bands is eight feet. 1. Choose a convenient location for the Wall Band. 2. Place the band collar around the chimney length at the desired height. 3. Attach the band arms to the collar using the bolts supplied. 4. Attach the band arms to the wall a minimum of #10 X 2" screws through each hole in the support. 5. Tighten the ring and then screw the Stainless Steel metal screws (supplied with wall band) through the collar and into the chimney casing. Be sure to use a metal screw in each pre - punched hole. 6. Adjust the wall support so that the chimney is at least 2" from combustible materials. GUY BAND (RGB) The Guy Band is generally used to secure a chimney above the roof. The maximum length of un -guyed chimney above the roof is five feet. The maximum length of guyed chimney above the roof is twenty feet. The maximum length of chimney between guy bands is ten feet. If height greater then ten feet is required above the roof, an engi- neered support system should be installed. 1. Place the band collar around the chimney length at the desired location. Tighten the ring and then screw the Stainless Steel metal screws (supplied with the band) through the band and into the chimney casing. Be sure to use a metal screw in each pre - punched hole. 2. Attach guy wires to the band and to the roof or ceiling using adequate attachments (not supplied). Install the three guy wires at 120° intervals and tighten them evenly until the chimney is properly located and secure. rus Uwner"s Manual 14 ICC Chimney RADIATION SHIELD MRS The Radiation Shield is used to shield the chimney when passing through a combustible floor or roof. The See TABLE 3 for the correct rough opening size. 1. Install the length of chimney that passes through the floor or roof. 2. From below place the radiation shield in the floor or roof. 3. Attach it to the floor or roof using # 8 X 2" screws through each pre - punched hole. RAIN CAP (RRC & RDRCI All RIS chimneys must be terminated using a rain cap. The RIS design leaves the insulation exposed at the ends and without a rain cap moisture can enter the chimney. 1. Fit the cap on to the top chimney length. 2. Screw the stainless steel metal screws supplied with the cap through the pre - punched holes in the bottom of the cap and into the lower length. Be sure to use a metal screw in each pre - punched hole. After market chimney top devices It is a common practice for chimneys to be installed with custom made rain caps and terminations of various kinds. This includes such after market devices as Exhausto chimney top fans and chimney top dampers. The following factors must be considered when installing a chimney termination other that our factory-built and listed chimney caps. When installing a chimney top device of any kind you must deduct the length of chimney equivalent to the weight of the device from the maximum rated capacity. If additional support is required we recommend the use of a roof support as close to the top of the chimney as possible. We recommend the use of a roof brace or guy wires to provide lateral support when an alternate chimney top is installed. Additional lateral support is not required when the chimney is installed in a chase if the chimney does not project more than 18 inches above the chase top. The use of a roof support is recommended for chase instal- lations. Model RIS has exposed insulation at the ends. In most installations RIS is terminated with our factory built cap which covers the end of the insulation. When using any other type of cap you must use a factory supplied closure ring (part #RCB) to cover the top of the chimney. RIS Owner's Manual 15 ICC Chimney The Lengths are available in sizes from 6" to 24" I.D. and in lengths of 12 ", 24" & 48 ". The standard materials are: Casing - Type 304 Stainless Steel Flue - Type 304 Stainless Steel Other materials are available on request. There are two Adjustable Lengths available. They can be used between elbows or wherever an odd length is required. Cat. No. Length (in) RILA1 71/2" - 12" RILA2 131/2" - 24" Used when the chimney passes through a com- bustible floor or roof. in 24" F—O.D.+ 47-1 12" O.D.+ 6"� RIS Owner's Manual 16 ICC Chimney Designed to support the chimney from a floor or roof. It may be used as a supplementary support when the chimney height exceeds that of the primary support. The support attaches to the chimney casing. See Support Capacity Table for maxi- mum supported chimney height. Designed to support a chimney on a wall. j �-- o. D. .� T �-- I.D.+ t0" O.D. + 318" See Support Capacity Table for maximum supported chimney height. WALL BRACKET SUPPORT ARM SUPPORT COLLAR SUPPORT BASE PIPE I.D. + 7" PIPE O.D. Used to provide weather protection where the chimney penetrates the 4" roof. Three models are avail- able to accommodate 8" various roof pitches. 1 The Storm Collar (SC) L A is included. B PIPE 1. D. DIM. A DIM. B 6" 1 4" 24" Er 16" 24" 10" 18" 26" 12" 20" 26" 14" 22" 32" 6 24" 37' 1 Er 26" 36" 20" 28" 36" 22" 30" 40" 24" 32 40" The anchor plate is used to connect an RIS chimney to a masonry fireplace or to connect an RIS chimney to an exist- ing masonry chimney. The base plate of the anchor plate is made from 10 gauge (1/8 ") galvanized steel. O.D. +4° \ / O.D. +4" N Used on vertical or hori- zontal runs of chimney to stabilize the chimney. The recommended maxi- mum distance between Wall Bands is 8'. 0 'o \ p0 The RIS rain cap is constructed entirely of stainless steel. It is designed to provide good protection from wind and rain while incorporating small size and a low profile. Note: If you intend to use an after market cap with RIS chimney you must terminate the chimney with an ICC Rain Cap Base (part #RCB) The RCB closes off the top of the cap to prevent moisture from entering the chimney. rva owners manual 17 ICC Chimney The roof support is used above an off- set, to provide additional support when the chimney height exceeds the primary support capacity, or when it is difficult to install a round or square support. All RIS insulated components are designed to be fastened together with the stainless steel screws provided with each part. In some cases, it may be desir- able to install a locking band. The locking band is designed to overlap the two beads immedi- ately above and below the chim- ney joint and fastens with a Y." bolt. The locking band does not totally eliminate the requirement for screws. Designed to provide a lateral support for the chimmney above a roof. The roof brace must be fastened solidly into a structural member. Designed to stabilize the chim- ney above the roof line. The maximum un -guyed chim- ney height above the roof is 5'. The maximum guyed chimney height above the roof is 20'. May be used to replace Wall Bands where their installation is difficult. Uses three wires installed at 120° intervals. PIPE O.D. The offset support is primarily used to re- support the chimney above an offset, however it may ' also be used to provide addition- al support when the chimney height exceeds the capacity of . the primary support. KIS Uwner's Manual 18 ICC Chimney RIS Offset Tables TABLE 7 RIS Offset Table 1 to 16 inches LENGTH 2 X 15° 2 X 30° 2 X 45° BETWEEN ELBOWS OFFSET RISE OFFSET RISE OFFSET RISE 10 INCH! NO LENGTH 1.57 11.89 3.77 14.09 6.58 15.88 12" Length 4.35 22.28 19.15 23.40 14.18 23.48 24" Length 7.45 33.87 15.15 33.79 22.66 31.96 48" Length 13.67 57.05 27.15 54.58 39.63 48.93 48" + 12" 16.45 67.43 32.52 63.88 47.23 56.53 48" + 24" 119.55 79.03 38.52 74.28 155.72 165.02 48 " +24 " +12" 122.34 89.41 43.90 83.59 63.32 72.62 48" + 48" 12 INCH O 25.77 102.2 50.52 95.06 72.69 81.99 NO LENGTH 1.57 11.89 4.02 15.02 7.11 17.16 12" Length 4.35 22.28 9.40 24.33 14.71 24.76 24" Length 7.45 33.87 15.40 34.72 23.19 33.24 48" Length 13.67 57.05 27.40 55.51 40.16 50.21 48" + 12" 16.45 67.43 32.77 64.82 47.77 57.82 48" + 24" 19.55 79.03 38.77 75.21 56.25 66.30 48 " +24 " +12" 22.34 89.41 44.15 84.52 63.85 73.90 48" + 48" 14 INCH 0 NO LENGTH 25.77 1.70 102.2 150.77 12.88 14 .27 95.99 15.95 17.81 73.22 83.27 18.86 12" Length 4.48 23.26 19.. 65 25.26 15.41 26.46 24" Length 7.58 34.85 15.65 35.66 23.90 34.95 48" Length 13.80 58.03 27.65 56.44 40.87 51.92 48" + 12" 16.58 68.42 33.02 65.75 48.47 59.52 48"+ 24" 48 " +24 " +12" 19.68 22.47 80.01 90.39 39.02 44.40 76.14 85.45 56.96 64.56 68.01 75.61 48" + 48" 16 INCH 0 NO LENGTH 25.89 1.70 103.1 12.88 14.52 51.02 96.63 16.89 73.93 8.34 84.98 20.14 12" Length 4.48 23.26 9.90 26.20 15.95 27.75 24" Length 7.58 34.85 15.90 36.59 24.43 36.23 48" Length 13.80 58.03 27.90 57.37 41.40 53.20 48" + 12" 16.58 68.42 33.27 66.68 9.00 60.80 48" + 24" 19.68 80.01 139.27 34.40 77.08 57.49 69.29 48 " +24 " +12" 22.47 90.39 44.65 8639 65.09 76.89 48" + 48" 25.89 103.1 151.27 45.77 97.86 74.46 86.26 All measurements are in inches TABLE 8 RIS Offset Table to 24 inches LENGTH 2 X 15° 1 12 X 30° 2 X 45° BETWEEN ELBOWS OFFSET RISE 1OFFSETIRISE 1OFFSETIRISE 18 INCH 0 NO LENGTH 1.82 13.86 4.77 17.82 21.42 12" Length 4.61 24.24 10.15 27.13 29.03 24" Length 7.71 35.83 16.15 37.52 V4.9 37.51 48" Len th 13.92 59.02 28.15 58.31 54.48 48" + 12" 16.71 69.40 33.52 67.62 62.08 48" + 24" 19.81 80.99 39.52 78.01 58.02 70.57 48 " +24 " +12" 22.59 91.38 44.90 87.32 165.62 78.17 48" + 48" 20 INCH 0 26.02 104.1 51.52 98.79 174.99 87.54 NO LENGTH 1.82 13.86 5.15 19.22 9.58 23.13 12" Length 4.61 24.24 10.52 28.53 17.18 30.73 24" Length 7.71 35.83 16.52 38.92 25.67 39.22 48" Length 13.92 59.02 28.52 59.71 2.64 56.19 48" + 12" 16.71 69.40 33.90 169,02 50.24 63.79 48" + 24" 19.81 80.99 39.90 179.41 58.73 72.28 48 " +24 " +12" 22.59 91.38 45.27 188.72 66.33 79.88 48" + 48" 22 INCH 0 NO LENGTH 26.02 1.95 104.1 14.84 51.90 5.40 1100.1 20.15 19.93 75.70 89.25 23.98 12" Length 4.74 25.23 10.77 29.46 17.54 31.59 24" Length 7.84 36.82 16.77 39.86 26.02 40.07 48" Length 14.05 60.00 28.77 60.64 2.99 57.04 48" + 12" 16.84 70.38 34.15 69.95 50.59 64.64 48" + 24" 19.94 81.97 40.15 80.34 59.08 73.13 48 " +24 " +12" 22.72 92.36 45.52 89.65 166.68 80.73 48" + 48" 24 INCH 0 NO LENGTH 26.15 1.95 105.1 14.84 52.15 5.65 101.1 176.05 21.09 10.64 90.10 25.69 12" Length 4.74 25.23 11.02 30.40 18.24 33.29 24" Length 7.84 36.82 17.02 40.79 26.73 41.78 48" Length 14.05 60.00 29.02 61.57 43 .70 58.75 48" + 12" 16.84 70.38 34.40 70.88 51.30 66.35 48" + 24" 119.94 181.97 40.40 81.27 59.79 74.84 48 " +24 " +12" 122.72 192.36 45.77 90.58 67.39 82.44 48" + 48" 126 .15 105.1 52.40 102.0 76.76 1 91.81 We recommend that our products be installed and serviced by professionals who are certified in p. 9 the U.S. by NFI (National A o '� Fireplace Institute) V or in Canada by WETT Wood Energy gyIV s, �s� (Wood Energy Technical - - "..cal Training Training). All measurements are in inches RIS Owner's Manual 19 ICC Chimney EXCEL AND RIS CHIMNEY LIMITED LIFETIME WARRANTY Industrial Chimney Company (ICC) warrants its Excel and RIS chimney systems to be free from functional failure due to defects in material or workmanship for as long as the original consumer owns the chimney system. This warranty provides for replacement of any components which fail as a result of normal use on a residential fireplace, wood burning stove, furnace or boiler and includes replacement of any components damaged as a result of a chimney fire. (Note: chimney fires are dangerous and preventable. We strongly encourage you to have your chimney cleaned regularly.) ICC warrants all stainless steel chimney components against perforation as a result of corrosion. This warranty does not cover damage caused to the building by chimney fires or misuse of the product. No claims under this warranty will be honored unless ICC is notified of the potential claim and is given the opportunity to have one of its agents examine the chimney prior to replacement. ICC will only be responsible for repair or replacement of any components found to be defective under this warranty. In no event shall ICC be responsible for any incidental or consequential damage caused by defects in the Excel or RIS chimney system. During the first ten years of the warranty ICC will provide replacement chimney components at no charge. During the balance of the warranty ICC will provide replacement chimney components at 50% of the current retail price at the time of the warranty claim. ICC will not be responsible for labor of any kind required in the removal or replacement of an Excel or RIS system replaced under this warranty. These chimneys are designed to vent residential heating oil, untreated wood, low sulphur coal, and natural or LP gas. They are designed to operate at a continuous temperature of 650 °C (1200 °F) or less. They are not designed to vent condensing oil or gas appliances. This war- ranty is void if the chimney is used in an application for which it is not designed. The Excel and RIS systems must be installed according to the Installation Instructions included with every system at the time of purchase. If you do not have a set of installation instructions, they are available free upon request. This warranty is void if the chimney is not installed according to the installation instructions. This warranty may not be extended or modified by our agents or representatives. This warranty is in lieu of all other express warranties or guarantees, of any kind. This warranty is effective as of January 1, 2001 u� uwner's manual 20 ICC Chimney RIS Custom Shrouds ANT ER 7fk Ccic Minimum Dimensions and Wax Construction Guidelines' a ei us ock H84 It is a common practice in some regions for chimneys to be installed with a decorative shroud surrounding the standard termination cap. There are three styles of shrouds that are permissible to use with the RIS Chimney System. They are referred to in these instructions as: • Pyramid style • Mailbox style • House style Each individual style has its own set of criteria. Below are the guidelines for all three styles. Note: All Shrouds must be constructed of Stainless, Aluminized, or any other non - corrosive material. Non - metallic material - such as brick, stone, clay products, stucco, etc., may also be used if they are 100% non - combustible, can withstand the surrounding environment (exposure to heat, cold, rain, ice, snow, UV, etc.) and are approved by the local authority having jurisdiction. Note: Sides (of all styles) may be vertical, sloped or curved if desired, as long as minimum opening is maintained. Note: The Shroud must be made for one chimney termination only. Note: The factory built and listed chimney termination must be accessible for servicing and maintenance. Note: A drain opening must be provided at the base of the shroud to allow water to escape. Note: The chase must be terminated with a metal chase top flashing. The chase must extend at least 2 feet above its point of contact with the roof and at least 1 feet higher than any wall, roof or adjacent building within 10 feet of it. Note: The Model RIS Installation Instructions must be respected in every way even if a Custom Shroud is constructed around the standard termination cap. H = Minimum height of shroud W= Minimum width of shroud L = Minimum length of shroud (Pyramid Style) h = Minimum height of opening at bottom of shroud (Pyramid Style)* *: h dimension based on total area of opening at shroud bottom on all four sides being approximately equal to outlet area of pipe. RIS Shroud-2007-01 10 12 14 16 18 20 22 24 H Minimum Height (in.) 6.5 8 9.5 10.5 12 13.5 15 16 Pipe Opening Area (Sq.in.) 79 113 154 201 254 314 380 452 Minimum Single Open Area (HxW) (Sq.in.) 158 226 308 402 508 628 760 904 Minimum Total Open Area 2(HxW) (Sq.in.) 316 452 616 804 1016 1256 1520 1808 vdsireu nnes represem minimum aimensionai aesign trom Figure 1. This represents the minimum open area that must be present. (See Fig. 1) Dia. 10 12 14 16 18 20 22 24 H i � � i J i W Fig. 1 I� Fig. 2 Pipe Opening Area (Sq.in.) 79 113 154 201 254 314 380 452 Minimum Single Open Area (HxW) (Sq.in.) 79 113 154 201 254 314 380 452 Minimum Total Open Area 4 (HxW) (Sq.in.) 316 452 616 804 1016 1256 1520 1808 vda icU niies rcpresenr mirurnurn almensionai aesign From Figure 3. I his represents the minimum open area that must be present. (See Fig. 3) RIS Shroud-2007-01 - u 1.11—lovlla uU0lyl l Ilulll r -lyule o. I nlsrepresem the minimum open area that must be present. (See Fig. 5) Note: The top of the chimney Rain Cap must terminate flush with the top of the Pyramid Style Shroud. L I I I \ I+ I I I y I I " 3 H +24 " � I ra Fig. 1 OJ Fig. 2 Note: As long as the shroud is designed and built according to these guidelines then the performance the RIS chimney system will be consistent with the safety listing of the chimney. It is important to respect these guidelines. Failure to do so can result in a hazardous installation. mailbox or style shroud in. �— Y —� X L-j- L. RIS RAIN Dia. W (in.) L (in.) h (in.) 10 20 20 1.30 12 24 24 1.65 14 27 27 2.00 16 31 31 2.25 18 34 34 2.63 20 37 37 2.75 22 41 41 3.00 24 I; n��l,,,,� �. 44 44 3.50 - u 1.11—lovlla uU0lyl l Ilulll r -lyule o. I nlsrepresem the minimum open area that must be present. (See Fig. 5) Note: The top of the chimney Rain Cap must terminate flush with the top of the Pyramid Style Shroud. L I I I \ I+ I I I y I I " 3 H +24 " � I ra Fig. 1 OJ Fig. 2 Note: As long as the shroud is designed and built according to these guidelines then the performance the RIS chimney system will be consistent with the safety listing of the chimney. It is important to respect these guidelines. Failure to do so can result in a hazardous installation. mailbox or style shroud in. �— Y —� X L-j- L. RIS RAIN CAP DIMENSIONS PJ X Y 10 5 17 12 6 201/4 14 7 23 3/4 16 8 271/4 18 9 305/8 20 10 34 22 11 373/8 24 12 403/4 RIS Shroud-2007-01 Standard Features & Accessories All models include • 27"D. • Agency - certified for outdoor use • Keeps outdoor air fresh • Designed and constructed for damp environments • Canopy only —must also purchase interior or exterior ventilator kit, sold separately (see Installation Notes & Accessories for recommended Viking ventilators) • Heavy -duty construction; professional - type size, design, and styling o Virtually seamless stainless steel design with no visible screws Heat sensor turns the ventilator on full Model Options VWH3678T 36 "W. Hood (for 30 "W. grills) FINISH DETAILS FOR ALL MODELS • Stainless Steel (SS) • Accessory Rail Option —Front of hood (Must be ordered factory- installed) • Stainless Steel /Chrome (CR)— Stainless steel rail with chrome supports/brackets and hooks (included). • Brass Trim Option (BR) —Brass nameplate, rail, supports/brackets, and hooks (included). Brass components have a durable protective coating for maintenance -free normal use. OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood power when cooking temperatures reach uncomfortable levels Variable speed ventilator controls o Separate controls for on /off and speed control Easy cleanup • Commercial -type baffle filter system efficiently removes grease and heated vapors from the air; especially designed for use with commercial - type products • Design of low - profile filter system means less interior hood space to be cleaned • Canopy interior is completely lined in 40 VWH4878T 48 "W. Hood (for 41 "W. grills) ORDERING INSTRUCTIONS If ordering optional decorative rail, specify code at end (VWH3678T -CR). stainless steel for increased rigidity, seamless appearance, and easy cleaning o Separate removable trough catches liquefied grease 50 -watt halogen lights with dimmer control o Power switch and dimmer control are separate, allowing you to leave dimmer at favorite position VWH6078T 60 "W. Hood (for 53 "W. grills) DPLANNING AND DESIGN GUIDE RELEASED 1211107 VIKINGRANGE.COM 1- 888- VIKINGI D2 007 VRC— INFORMATION SUBJECT TOCHANGE © Please see Installation Notes and Accessories for important information, including ventilator kits, duct covers, and back splashes. OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood Dimensions & Specifications PRODUCT DIMENSIONS AA Y. VWH3678T VWH4878T VWH6078T 36 "W. Hood 48 "W. Hood 60 "W. Hood (for 30 "W. grills) (for 41"W. grills) (for 53 "W. grills) (156" •2 1AC01) (W0.5 �(686L (30 2+ c�) 1 (4g $" cry) Model Hood Duct Co er U�qh_tsj Filters Depth (13) � Width Depthv Height Heat Approx. Lamps � Ship. VWH3678T 35 -7/8" (91.1 wt. VWH4878T 47 -7/8" (121.6 cm) 27 (68.6 cm) (91.1 cm) (30.5 cm) (30.5 cm) 47 -7/8" 12" 74 lbs. (33.3 k ) 12" 3 3 (121.6 cm) (30.5 cm) (30.5 cm) 2 94 lbs. VWH6078T 59 -7/8" (152.1 cm) 27" (68.6 cm) 59 -7/8" 12" (30.5 cm) 12" 4 4 (42.3 k ) (152.1 cm) (30.5 cm) (30.5 cm) 2 114 lbs. (51.3 kq) .�1 `��'r PLANNING AND DESIGN GUIDE RELEASED 12/1/07 11�IV� VIKINGRANGE.COM 1- 888- VIKINGI 0 2007 VRC— INFORMATION SUBJECT TOCHANGE Dimensions & Specifications CLEARANCE DIMENSIONS 3a gym) OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood Note: Viking Outdoor hoods must be installed in a covered, non - enclosed area, and should be protected from the elements as much as possible. The bottom of the hood should be 30" (76.2 cm) to 36" (91.4 cm) above the grill surface. The hood should be installed 4 -1/2" (11.4 cm) plus the distance between the back trim and surface from the back wall. (Note: There is a 3" minimum clearance from the back trim to non - combustible surfaces, and a 24" minimum to combustible surfaces.) This will require building the hood out from the wall. Any combustible material used for this purpose must be covered with locally - supplied stainless steel. Viking also recommends using a backsplash. ® PLANNING AND DESIGN GUIDE RELEASED 12/1/07 VIKINGRANGE.COM 1- 888- VIKINGI 02007 V R C —INFORMATION SUBJECT TO CHANGE Installation Requirements VWH3678T 36 "W. Hood (for 30 "W. grills) Proper installation/ ducting is extremely important to ensure maximum performance. Use a qualified and trained installer. DUCTING • Check with a qualified and trained installer or local codes for makeup air requirements, if any. • Max. duct run • For 1,200 CFM-501(15.2 m) • For 1,500 CFM-75'(22.9 m) • Duct run length is for general reference only; for longer duct runs, increase duct size and contact a qualified and trained installer. • The 1,500 CFM ventilator should be used with longer duct runs. • Straight runs and gradual turns are best; for example, each 90° elbow is equivalent to 5 — 10 feet (1.52 — 3.05 cm) of straight run. OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood 0 VWH4878T 48 "W. Hood (for 41 "W. grills) 'PLUMBING Not applicable GAS Not applicable VWH3678T VIV1200 • 10" duct run for 900 - 1500 10" 1 CFM VEV1200 /1500 o Never use flexible duct; it VWH6078T VIV1200 creates back pressure /air 10"1 turbulence and greatly rating. reduces performance. •ELECTRICAL • Hardwire direct with two -wire with ground • 120 VAC /60 Hz 'PLUMBING Not applicable GAS Not applicable VWH3678T VIV1200 1 VEV1200 /1500 10" 1 VWH4878T I VIV1200 VEV1200 /1500 10"I VWH6078T VIV1200 VEV1200 /1500 10"1 `Maximum amp rating for hoods includes recommended ventilator kit rating. VWH6078T 60 "W. Hood (for 53 "W. grills) 10" (25.4 cm) 1 8.7 10"_!25.4 cm) 1 11.5 8.8/9.5 10" (25.4 cm) 1 11.5 8.8/9.5 ` HUN PLANNING AND DESIGN GUIDE RELEASED 12/1/07 .�11/�I11 VIKINGRANGE.COM 1- 888- VIKINGI 02007 V R C— INFORMATION SUBJECT TO CHANGE OUTDOOR — VENTILATION • Built -In 18 "H. Wall Hood 0 Installation Notes & Accessories Recommended Ventilator Kits • Must use Viking ventilator kits with Viking hoods; use of non - Viking kits voids product warranty • See ventilation product pages (indoor) for more information and additional specifications VIV1200 1,200 CFM interior-power VEV1200 1,200 CFM exterior-power Al (19.4) VEV1500 53 (23.9) 1,500 CFM exterior-power 47 (21.3) Duct Covers • Stainless Steel (SS) • Constructed of 18 -gauge stainless steel • 12 "D. • Extends height of hood by 12 "— conceals duct DCW36T Outdoor 36 "W. duct cover DCW48T 11 (5.0) Outdoor 48 "W. duct cover DCW60T 14 (6.3) Outdoor 60 "W. duct cover 24 (10.8) Backsplashes • Stainless Steel (SS) • 30 "H. • Backsplashes protect the wall space below hood • Create a continuous finish between cooking surface and hood • Low maintenance, easy to clean • Hemmed edges with screw holes • Kit includes backsplash and fastening screws BKS36 36 "W. backs lash 3KS48 48 "W. backs lash BKS60 60 "W. backs lash 20(9.0) Compliance Information @ c @ WARRANTY SUMMARY* • One -year full warranty— complete product • Five -year limited warranty— ventilator motor • Lifetime limited warranty —rust through on all stainless -steel components • Ninety -day limited warranty -- cosmetic parts such as glass, painted, and decorative items *Must use Viking ventilator kits with Viking hoods; use of non - Viking kits voids product warranty. For complete warranty see Use & Care Guide. Warranty valid on Viking products shipped within the United States and Canada. ♦11111VG PLANNING AND DESIGN GUIDE F1�111V RELEASED 1211107 VIKINGRANGE.COM 1- 888- VIKINGI 02007 V R C —INFORMATION SUBJECT TO CHANGE O 0 Io _z N 8 0 D / INLET HUB N OPT04AL 4TH FLOAT 2 VENT HOLE - ZOELLER EFFLUENT NONAUTOMATIC - PUMP SK500 EFFLUENT DUPLEX ELECTRICAL ALTERNATING SYSTEM 1 OR 3 PHASE 'E -PAC. ELECTRICAL ALTERNATOR WITH ALARM FLOAT SUPPORT FABRICATED FROM PVC OR STAINLESS STEEL PIPE _ ALARM LEVEL (BOTH PUMPS ACTIVATED) ON LEVEL - VAR"LE LEVEL FLOAT SWITCHES OFF LEVEL SK4l9 DUPLEX ELECTRICAL ALTERNATING SYSTEM 1 OR 3 PHASE EFFLUENT SYSTEM TOP VIEW OR .r I PLATE 1MP CORD -ORD SEAL PUMP PLATE 1SIN COVER K VALVE IALVE SK501 GEORGE SHAEFFER CONSTRUCTION COMPANY P.O. Box 373 VAIL, COLORADO 81658 TO: Town of Vail t L E l�C R OF 7MH3 l'JIJ T7z%L DATE April 5, 2011 JOB NO. 1017 994 Ptarmigan Road Residence WE ARE SENDING YOU ®Attached []Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ® Amendment to Letter of Intent COPIES DATE NO. DESCRIPTION 1 Special Inspection from HP Geotech THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS: ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as Noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ Signature ❑ PRINTS RETURNED AFTER LOAN TO US If you have any questions, do not hesitate to call. COPY TO: Y SIGNED: Deno ompso George Shaeffer Constructit Company If enclosures are not as noted, kindly notify us at once. Version 1.0 +311- boas JoName: WW ,� Job Address: Permit No.: SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing. 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies cf all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building OfScial in writing of any concerns and/or problems enceunterec+. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre - construction conference at the job site is recommended to review special inspection procedures. T. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re- inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and%or inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. 111 f yr f(Zlr� t'/ a r.J A- Acknowledgements n �o Q. [1sDt�-T C, G 6J z�,t. K-� ' ►'►'t a qt ae- J M I LA-1 r,4 L1 N%il-rrtr- Owner .�t4 M hbi_t, 3/1-51(111 gnature Print Name bate Special Inspection Agency:oQ Project Signature Print Name bete f Arch/Eng. c' --L' �actt1NUt►� O a1 ignnature Print Name to Contractor. rgneture Pnrt Name Date o e�-EeCL-' I -3- O TOWN SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) Project Name: (L cR Permit # Owner's Name(IAA�w M -+ 9 •-,* Q.Cg a Nx. O LL A r VD 4. ; f{ot3f -lz- -o 0A-jzeh4-C-t- 4:7-f- t'j o ' t4-r _r r` FN!'r a 4A � - (3 _ Gt �t 1 1. L. t►.,�C� Testing Inspection Stgnakue PrintNarie Date LIrv-, t'i"Cp Agency `NS�� F�bEIt-t K • Po \10Ci< 3`l�'�l Testing n �Q SI atone ?' Na r D �ra�//est� Hereby c that the Testi it s ectinn �� "to ` Y g F Agency named ve has Ewen an aged to pp .o S and i nspections during construction as checked below, to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items cf designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: Tensile & Bend, one set per heat per tons Inspection. of Placement Inspection of Welding Epoxy MASONRY: Prelim. Acceptance Tests Glasonry Units, We!! Prisms) Subsequent Tests (Mortar, Grout, Fietd Wall Prisms) Inspection of Placement and Grouting CONCRETE. SHOTCRETE- GRnl1T sun Mnaraa- Concre :e Shot Grout Mortar I -- Aggregate tests for design Suiffibiity of aggrogatcs Mix Designs I i Test Panel Batch Plant Inspection Cement Crab Sarnole Inspect Placing Compression Tests Cast Specimens Pick -up Samples ShOrkage Bars Y+eid Check Air Check Dry Unit weight rtcrk,ASt (,:VNUKt:I L: Reinforcing Tests Inspection of Reinforcirg placement Tendon Tests Inspection of Tendon Placement Inspection of Concrete Placement Inspection of Concrete Batche:g inspection of Panel Attachment & Inserts Compression Tests Inspection of Stressingrrrarsfer PILING, CAISSONS, CAPS, TIES: Inspection of Reinforcing Placemert Inspection of Concrete Placement Inspection of Concrete Batching Spccfiiothertests, inspections or special instructioasrequired. UNDERPINNING: TemporaryiPermaner:t Inspection of Steel Fabrication Inspection of Reinforcing & Forms Inspection of Concrete Placement Inspection of Tiebacks SOIL NAILS: Temporary Shoring Permanent W ail STRUCTURAL STEEL: Sample & Test (List specific members below) Shop Identification & Welding Inspection Shop Ultrasonic Inspecton Shop Radiography Field Welding Inspection _ Field Bolting Inspection Field UIL3sonic Inspection Field Radiography Metal Deck Welding Inspection FIREPROORNG: Inspection & Placement SOILS: Aoc e Tests Moisture-Density Determination Field Density Drilled Piers Deep Foundation STRUCTURAL WOOD: Inspection of Fabrication inspecden of Truss Joint Fabrication Sample & Test Components Inspecdon of Gill Lam Fabrication SMOKE CONTROL: SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance Wind Requirements -4- EXECUTIVE SUMMARY On March 25, 2011, Mr. David Sinkbeil with DS Consulting, Inc. (DSC) conducted a final visual inspection, performed aggressive clearance air monitoring, and analyzed clearance air - quality samples via Phase Contrast Microscopy (PCM) for an asbestos abatement project at the residence located at 994 Ptarmigan Rd., Vail, Colorado. Services were provided at the request of Mr. Richard Capra with Rocky Mountain Abatement in support of asbestos abatement activities being conducted to remove approximately 5000ft2 of asbestos - containing drywall from a full containment encompassing a portion of the upper level and main level of the residence. The final clearance also included a final visual inspection of the area between two roll -off dumpsters and the containment area which passed. Monitoring locations and frequencies were determined by Mr. David Sinkbeil; having EPA and State of Colorado accreditation No. 13015. PCM analysis was also performed by Mr. Sinkbeil (see Appendix B for certifications). DSC's scope of work for this project included performing a final visual inspection and collection and analysis of aggressive final air quality samples by NIOSH 582 - trained personnel for determination of airborne asbestos (as total fibers) concentrations in identified areas. DSC is a participant in the Industrial Hygiene Proficiency Analytical Testing (IHPAT) program with laboratory ID No. 188987 and has a rating of Proficient. The abatement project passed the final visual inspection and the analytical results of all samples collected were below the clearance criteria of 0.01 fibers /cubic centimeter (f /cc) (see Appendix A for Air Sample Analysis). PROJECT INFORMATION • General Abatement Contractor (GAC) Rocky Mountain Abatement, Inc. • GAC Project Supervisor Mr. Juan Noriega • Project Location 994 Ptarmigan Rd., Vail, CO • Project Contact Mr. Richard Capra OA • Air Monitoring Specialist /Analyst Mr. David Sinkbeil • Date Conducted March 25, 2011 • Final Clearance Sample Results See Appendix A • Certifications See Appendix B PROJECT INTRODUCTION On March 25, 2011, Mr. David Sinkbeil with DS Consulting, Inc. (DSC) conducted a final visual inspection, performed aggressive clearance air monitoring, and analyzed clearance air - quality samples via Phase Contrast Microscopy (PCM) for an asbestos abatement project at the residence located at 994 Ptarmigan Rd., Vail, Colorado. Services were provided at the request of Mr. Richard Capra with Rocky Mountain Abatement in support of asbestos abatement activities being conducted to remove approximately 5000ff2 of asbestos - containing drywall from a full containment encompassing a portion of the upper level and main level. The final clearance also included a final visual inspection of the area between two roll -off dumpsters and the containment area which passed. Monitoring locations and frequencies were determined by Mr. David Sinkbeil; having EPA and State of Colorado accreditation No. 13015. PCM analysis was also performed by Mr. Sinkbeil (see Appendix B for certifications). SCOPE OF WORK DSC's scope of work for this project included performing a final visual inspection and collection and analysis of aggressive final air quality samples by NIOSH 582 - trained personnel for determination of airborne asbestos (as total fibers) concentrations in identified areas. DSC is a participant in the Industrial Hygiene Proficiency Analytical Testing (IHPAT) program with laboratory ID No. 188987 and has a rating of Proficient. The abatement project passed the final visual inspection and the analytical results of all samples collected were below the clearance criteria of 0.01 fibers /cubic centimeter (f /cc) (see Appendix A for Air Sample Analysis). AIR MONITORING Air - quality samples were collected utilizing a modified NIOSH 7400 Method, whereby samples were collected on 25- millimeter (mm) mixed - cellulose, ester - membrane filters with 0.45- micron pore size and analyzed via Phase Contrast Microscopy (PCM) as per the customer's requirements. Sample Collection - PCM samples, when applicable, were collected on 25- millimeter (mm) mixed - cellulose, ester - membrane filters with 0.45- micron pore size with an effective collection area of 385 mm. All filters were pre- assembled by the manufacturer in three stages, conductive sampling cassettes with extension cowls. Air samples were collected at an average flow rate 13.5 liters per minute (L /m) using Thomas high - volume pumps with a minimum of 1,200 liters being collected. Flow rates were collected at the beginning and at the end of the sampling period utilizing an airflow rotameter calibrated against a primary -flow calibration instrument. Start times and stop times were recorded for all sampling periods. A field blank and lab blank were also collected and analyzed along with the five (5) clearance samples. PCM Sample Analysis Method - PCM samples were analyzed according to a modified NIOSH 7400 Method —A Counting Rules— although samples were collected on 25 -mm mixed - cellulose, ester - membrane filters with 0.45- micron pore size and analyzed via PCM. Air sample results contained in this report have been calculated with blank sample corrections. 3 APPENDIX A — AIR SAMPLE RESULTS Sample ID CL -1 Pump .- Hi vol. Sample Location Downstairs South Room Avg. L/rn 13.5 Start Time 1:10 Stop Time 2:45p Time (m) 95 Vol. W 1282 Fibers / Fields 6.0/100 Results (F/cc) 0.002 CL -2 Hi vol. Downstairs North Room 13.5 1:11 2:46p 95 1282 4.0/100 0.002 CL -3 Hi vol. Upstairs South Room 13.5 1:12 2:47p 95 1282 7.5/100 0.003 CL -4 Hi vol. Upstairs Middle Room 13.5 1:14 2:49p 95 1282 9/100 0.003 CL -5 Hi vol. Upstairs North Room 13.5 1:15 2:50p 95 1282 11/100 0.004 CL -lb n/a Lab Blank n/a n/a n/a n/a n/a 0/100 0.000 CL -fb n/a Field Blank n/a n/a n/a n/a n/a 0/100 1 0.000 APPENDIX B CERTIFICATIONS STATE OF COLORADO ASBESTOS CERTIFICATION* Colorado Department of Public Health and Environment Air Pollution Control Division This certifies that David Sinkbeil Certification No: 13015 has friet the requirernents of 25 -7 -507, C.R.S. and Air Quality Control Commission Regulation No. S, Part B, and is hereby certified by the state of Colorado in the following discipline: Air Monitoring Specialist* Issued: 7/252010 Expires on: 7/2-512011 • rb4 —olk., k MM.W, wlib Ib. M,x M,b &- pl..,— ,fia— _f l,w, �o rvrrrwt d•rrleayyw.Nnu.inr.,wrt. 5 F rn c ve a b z G �za �� od cc 8b W~ _uWZ in h 4 Od Z W c W cif � d c3 O O K'v umv ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 01 -11 -2013 at 10:18:03 01/11/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: 8110000166 Amount: $10,914.4603/10/201110:14 AM Payment Method: Check Init: SAB Notation: 102627 GEORGE SHAEFFER ----------------------------------------------------------------------------- Permit No: Bll -0023 Type: COMBINATION BLDG PERMIT Parcel No: 2101 -081- 1500 -2 Site Address: 994 PTARMIGAN RD VAIL Location: 994 PTARMIGAN ROAD Total Fees: 122,848.61 This Payment: $10,914.46 Total ALL Pmts: $10,914.46 Balance: 111,934.15 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 10,914.46 BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project #: J /(p • p uy i 994 Ptarmigan Rd (Number) (Street) (Suite #) DRB #: jLl�l00�' Building /Complex Name: Building Permit #: Lot #: 3 Block # 4 Subdivision: Vail Village Filing 7 Contractor Information Business Name: George Shaeffer Construction Work Class: New ( ✓) Addition ( ) Alteration ( ) Business Address: 41011 US Hwy 6 Type of Building: City Avon State: CO Zip: 81620 Single Family ( ✓) Duplex ( ) Multi Family ( ) In a Hill Contact Name: g Commercial( ) Other( ) Contact Phone: 970- 790 -1536 Work Type: Interior ( ) Exterior ( ) Both (✓) Contact E Mail: ingeh @gsconco.com Valuation of 302 -A Work Included Plans Included Work Contractor Registration Number: Electrical ( %,}Yes ( )No ( Yes ( )No cAD600 X P Mechanical (. 'Yes ( )No ( "Yes ( )No /50OVJ Owner /Owner's epresentative Signature (Required) Plumbing ( L4Yes ( )No ( -)Yes ( )No 5 60, 06 L) Project Information Building ( /)Yes ( )No (-)Yes ( )No _b5I p5)D Owner Name: iniernauonal milling t-ia Parcel #• 2101- 081 -15 -002 Value of all work being performed: $ 3,981,500 (value based on IBC Section 109.3 & IRC Section 108.3) (For Parcel #, contact Eagle County Assessors Office at (970 - 328 -8640 or visit n www.eaglecounty.us /patie) Electrical Square Footage � Detailed Scope and Location of Work: Application is for the full building permit for a new single family residence at the above referenced site. Demolition of the existing structure is applied for separately. (use additional sheet if necessary) f For Office Use Only: Date Received: Fee Paid: U ' Received From: D v Cash Check If 1062 U o? CC: Visa / MC Last 4 CC # exp date: MR 10 1011 Auth # L I YVVN OF VAIL 1- Jan -11 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R110000166 Amount: $10,914.4603/10 /201110:14 AM Payment Method: Check Init: SAB Notation: 102627 GEORGE SHAEFFER ----------------------------------------------------------------------- - - - - -- Permit No: Bll -0023 Type: COMBINATION BLDG PERMIT Parcel No: 2101- 081 - 1500 -2 Site Address: 994 PTARMIGAN RD VAIL Location: 994 PTARMIGAN ROAD Total Fees: 121,538.21 This Payment: $10,914.46 Total ALL Pmts: $10,914.46 Balance: 110,623.75 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: ------------------ - - - - �r ----- ��1_l��?�t?s�llo�3_ ------ - - - - -- ! %4R�y_`i1Q GEORGE SHAEFFER CONSTRUCTION COMPANY P.O. Box 373 VAIL, COLORADO 81658 Tel (970) 845 -5656, Fax (970) 845 -7013 TO: Martin Haeberle Vail Town of 75 South Frontage Road Vail, CO 81657 Voice #: 970 - 479 -2138 Fax #: 970 - 479 -2452 Email: mhaeberle @vailgov.com WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OO F TRANSMITTAL DATE 3/10/2011 1013 NO. 1017- 944 Ptarmigan Rd Residence ATTENTION: 944 Ptarmigan Rd Residence ®Attached []Under separate cover via ❑ Prints ❑ Plans ❑ Change order ❑ Bid Instructions the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION l 12/15/10/; 2/7/11 DRB Approvals l 3/9/11 GSCC Check for Plan Review Fee. Total for Two Permits: $10,914.46 1 3/9/11 Demo Permit Application 1 3/9/11 Building Permit Application 1 3/9/11 REScheck Energy Code Compliance Form 1 1/26/11 Asbestos Project Checklist & Testing Results 1 10/28/10 Soils Report 1 3/10/11 Developer Improvement Agreement- Revegatation Bond Payable upon Issuance of Demolition Permit l 1/10 /11 2009 International Energy Conservation Code Certification 1 2/9/11 Snow Fence Details and Plans l 2/21/11 Clear Design Consulting Engineers Load Calculations 1 3/1/11 Rader Engineering Mechanical Specs THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE: ASAP Martin or Whomever it May Concern, ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as Noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Please find attached permit applications for both the Demolition Permit and the Building Permit at 944 Ptarmigan Rd. Thank you and do not hesitate to call if you have any questions. COPY TO: SIGNED: Inge Hill Pre Construction ingeh @gsconco.com If enclosures are not as noted, kindly notify us at once. • i v REScheck Software Version 4.4.1 Compliance Certificate Project Title: 994 Ptarmigan Road Residence Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Building Orientation: Bldg. faces 0 deg. from North Glazing Area Percentage: 23% Heating Degree Days: 9248 Climate Zone: 6 Construction Site: Owner /Agent: 994 Ptarmigan Road Salvador Guajardo Vail Village Filing 7, Block 4, Lot 3 International Milling Ltd. Vail, CO 81657 Rio de la Plata 401 Ote. Col de Valle, San Pedro Garza Garcia N.L., Mexico, CO 66220 Compliance: 28.4% Better Than Code Maximum UA: 1696 Your UA: 1214 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Ceiling: Flat Ceiling or Scissor Truss Above Grade Walls: Wood Frame, 16" o.c. Orientation: Unspecified Windows: Metal Frame:Double Pane with Low -E SHGC: 0.28 Orientation: Unspecified Solid Doors: Solid Orientation: Unspecified Below Grade Walls: Solid Concrete or Masonry Orientation: Unspecified Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' Floor: Slab -On- Grade: Heated Insulation depth: 4.0' Crawl Walls: Solid Concrete or Masonry Wall height: 6.0' Depth below grade: 6.0' Insulation depth: 6.0' Inside below -grade depth: 6.0' 1a� T�• y 1 a. a • �e i1ry''�1-� w• Designer /Contractor: Rader Engineering 40690 Highway 6 Suite E1 Avon, CO 81620 970 - 845 -7910 jeffh @raderengineering.com 3109 41.0 35.0 44 9108 19.8 12.9 215 2100 0.280 588 278 0.300 83 3708 18.`00 \J� \J�.0 78 C[G� 318 20.0 202 .,.r pate °• --- 268 Q.0 20.0 r 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jeffrey Herschel Name - Title 2/25/11 S n r Date Project Title: 994 Ptarmigan Road Residence Report date: 02/25/11 rim Data filename: J: \Jobs \2010 - Jobs \10072.00 994 Ptarmigan Residence\ Mechanical \Calculations \Rescheck \10072 -994 Ptarmigan- 11 12910.rck Page 1 of 4 CNJ(REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling: Flat Ceiling or Scissor Truss, R-41.0 cavity + R -35.0 continuous insulation Comments: Above -Grade Walls: ❑ Above Grade Walls: Wood Frame, 16" o.c., R -19.8 cavity + R -12.9 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments: Basement Walls: ❑ Below Grade Walls: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R -18.0 cavity + R -20.0 continuous insulation Comments: Windows: ❑ Windows: Metal Frame:Double Pane with Low -E, U- factor: 0.280 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Solid Doors: Solid, U- factor: 0.300 Comments: Floors: ❑ Floor: Slab- On- Grade:Heated, 4.0' insulation depth, R -20.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Crawl Space Walls: ❑ Crawl Walls: Solid Concrete or Masonry, 6.0' ht / 6.0' bg / 6.0' ext. insul / 6.0' inside bg depth, R -20.0 continuous insulation Comments: Exposed earth in unvented crawl space foundations is covered with a continuous vapor retarder (less than or equal to 0.1 perm). All joints of the vapor retarder are overlapped by 6 inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood - burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: Project Title: 994 Ptarmigan Road Residence Report date: 02/25/11 Data filename: J: \Jobs\2010 - Jobs \10072.00 - 994 Ptarmigan Residence \Mechanical \Calculations \Rescheck \10072 -994 Ptarmigan- 11 12910.rck Page 2 of 4 (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or ' repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U- factor of 0.50 and the maximum skylight U- factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. LI Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: F1 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. LI Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: L] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: LI Heated swimming pools have an on /off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: 994 Ptarmigan Road Residence Report date: 02/25/11 Data filename: J: \Jobs\2010 - Jobs \10072.00 - 994 Ptarmigan Residence\ Mechanical \Calculations \Rescheck \10072 -994 Ptarmigan- 112910.rck Page 3 of 4 Where pumps operate within solar- and /or waste- heat - recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: 994 Ptarmigan Road Residence Report date: 02/25/11 Data filename: J: \Jobs\2010 - Jobs \10072.00 - 994 Ptarmigan Residence \Mechanical \Calculations \Rescheck \10072 -994 Ptarmigan- 112910.rck Page 4 of 4 0 2009 IECC Energy Efficiency Certificate Insulation Rating R -Value Ceiling / Roof 00 Wall Floor / Foundation 32.70 38.00 Ductwork (unconditioned spaces): Glass & D.. . Window 0.28 0.28 Door 0.30 NA Heating System: Cooling System: Water Heater: Name: Comments: Date: State of Colorado Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing required? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two - Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single - family dwelling: any dwelling unit that is used primarily for a single family, including multi - family /condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State - certified abatement contractor. The air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: Will not disturb more than the threshold limits identified above. ❑ Tested negative, or at 1% or below (1 copies of test results included) dTested positive at more than 1 %, requires abatement (1 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos- containing materials, so buildings of gny age require testing. • The "1989 Ban" on asbestos- containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so- called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos - containing product categories was set aside and did not take effect." - CDPHE Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 75 S Frontage Rd Fire_ inspectors @vailgov.com 970 - 479 -2252 www.vailgov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303 - 692 -3158 asbestos@state.co.us www.cdl2he.state.co.us O1- Jan -I1 Indoor Environmental Services, Inc Dba: Q Consulting, Inc. Project: 994 Ptarmigan, Vail, Colorado Asbestos Sampling Report — Page 1 of 3 January 26, 2011 Dennis Thompson Steve Hooker George Shaeffer Construction On January 24, 2011, Quentin Danziger conducted an asbestos inspection of the suspect materials throughout the entire structure. Asbestos was found, as described below. Homogenous Area Description Number of Samples % Asbestos Square Feet Type/Friable 01 Mustard Color Texture 3 2% 1000 Surface/Yes 02 Bumpy Texture (House and Garage) 4 2% 1000 Surface/Yes 03 Line Texture 3 2% 1000 Surface/Yes 04 Sheetrock/Joint Compound 5 <1% Composite N/A N/A 05 Linoleum 3 30% —500 Misc/No 06 Waterproofing Membrane 3 Negative N/A N/A 07 Roofing/Wall Material 3 Negative N/A N/A NOTE: These results were found using the PLM method of analysis, which is inexpensive with quick results. These results have NOT been analyzed using the point -count method, which is more expensive and more accurate than PLM. Colorado State Regulations say that when asbestos is found in quantities less than 10 %, the material can be either treated as Asbestos Containing Material (ACM) or analyzed using the point -count method to definitively determine if the result is less than 1%. This is usually a waste of money because even if the point -count result is less than I%, outside of Colorado State's definition of ACM, it still falls under EPA and OSHA Federal Regulations for full -on professional abatement. This is described further below. CONSLUSIONS: Walls and ceiling that are covered with texture of any kind, are considered by the State, EPA and OSHA to be Asbestos Containing Material, ACM. Before demolition, asbestos containing material should be removed only by a qualified asbestos abatement contractor. Indoor Environmental Services, Inc Dba: Q Consulting, Inc. Project: 994 Ptarmigan, Vail, Colorado Asbestos Sampling Report — Page 2 of 3 Wails and ceiling covered by material — The joint compound contains 2% asbestos. The drywall does not contain asbestos. When measured as a composite, the result is less than I% asbestos. According to the State of Colorado, the sheetrock/joint compound is not an ACM. However, the EPA and OSHA do consider the sheetrock/joint compound to be an ACM. This means that the walls covered by material DO fall under EPA and OSHA Federal Regulations. These Federal Regulations require everything that is required by the State regarding asbestos abatement. Therefore, Indoor Environmental Services recommends that material containing ANY AMOUNT of asbestos be removed by a professional, qualified asbestos abatement contractor. ABATEMENT CONTRACTORS: NOTE: Neither I nor Indoor Environmental Services get anything from recommending these contractors. I recommend them because they have a reputation for being responsive and doing a good job. Rocky Mountain Abatement - Richard Capra - 303 - 619 -8023 - Cell Equinox Environmental - Jerry Spainhower - 303 -941 -4778 — Cell Rocky Mountain Environmental Services — Roy White — 303 - 946 -7918 - Cell BACKGROUND: Demolition of this entire structure is planned. Indoor Environmental Services was requested to conduct an asbestos inspection of the suspect materials throughout the entire structure. This inspection includes only suspect materials that are visible to the inspector. If other suspect materials become visible during demolition, they must be sampled before they are disturbed. Examples of suspect materials include but are not limited to: linoleum, floor tile, ceiling tile, mastic, sheetrock, joint compound, roofing materials, etc. There are over 3000 known asbestos containing materials. SAMPLING PLAN: Colorado State Requirements - For each homogenous area of less than 1000 square feet, a minimum of three samples must be collected in random areas. For each homogenous area of Indoor Environmental Services, Inc Dba: Q Consulting, Inc. Project: 994 Ptarmigan, Vail, Colorado Asbestos Sampling Report — Page 3 of 3 1000 — 5000 square feet, a minimum of five samples must be collected in random areas. Areas of 5001 square feet or greater require a minimum of 7 samples. These laws are defined by the EPA (AHERA) and Colorado State Regulation 8. Determination of homogenous sampling areas — Homogenous Areas are determined by type of suspect material, texture, color and location. Determination of random sampling areas — The samples were collected in a random manner. Thank you for using Q Consulting, Inc. We are proud to be your local indoor air quality consultants. We look forward to working with you in the future. Quentin Danziger, BS, CIE, ABI — Colorado Asbestos Inspector Certification # 12781 Indoor Environmental Services, Inc. Dba Q Consulting, Inc. 970 - 390 -0087 QConsultingInc @yahoo.com HP tech HEPWORTH - PAWLAK GEOTECHNICAL It SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 3, BLOCK 4, VAIL VILLAGE f" FILING 994 PTARMIGAN ROAD VAIL, COLORADO JOB NO. 110 303A OCTOBER 28, 2010 PREPARED FOR: INTERNATIONAL MILLING LIMITED C/O KOLL CONSULTING, LLC ATTN: DEAN KOLL dean @dkollarchitect.com <ll-�l "I h �-�� =4 � - (t � �� • Li ����f�t�jt� �hl'lll�'� 1 � t) -(� i �,1���, • _`'l�l't'i-111U1-11C �� i l�-'iil�i- � 1��11 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ......................................... ............................... - 1 - PROPOSED CONSTRUCTION 1 .................................................. ............................... - - SITECONDITIONS .................................................................... ............................... 2- GEOLOGICCONDITIONS ........................................................ - 2- ............................... FIELDEXPLORATION ............................................................. - 2- ............................... SUBSURFACE CONDITIONS ................................................... ............................... - 3- FOUNDATION BEARING CONDITIONS ................................ ............................... - 3- DESIGN RECOMMENDATIONS ............................................. ............................... 4- FOUNDATIONS..................................................................... ............................... - 4 FOUNDATION AND RETAINING WALLS .......................... ............................... - 5- FLOORSLABS ....................................................................... ............................... - 6- UNDERDRAIN SYSTEM ....................................................... - 6- ............................... SITEGRADING ..................................................................... ............................... - 7- SURFACEDRAINAGE .......................................................... ............................... - 7- LIMITATIONS........................................................................... ............................... - 8- FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURES 4 AND 5 - GRADATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 3, Block 4, Vail village 7`h Filing, 994 Ptarmigan Road, Vail, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to International Milling Limited c o Koll Consulting, LLC dated September 13, 2010. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The existing residence on the lot will be razed for construction of the new residence. The proposed residence will be a 2 -story structure above a basement totaling about 7,000 square feet in size and located as shown on Figure 1. Ground floor will be slab -on- grade. Grading for the structure is assumed to be relatively minor with cut depths between about 8 to 10 feet. We assume relatively light foundation loadings, typical of the proposed- type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re- evaluate the recommendations contained in this report. Job No. 110 303A Gg&ech -2- SITE CONDITIONS The lot is occupied with a 2 -story residence above crawlspace and slab -on -grade floor in the garage. The ground surface is gently sloping down to the west with about 3 feet of elevation difference across the building footprint. Vegetation consists of lawn, bushes and mature evergreen trees. The Vail Golf Course adjoins the west side of the lot. Gore Creek is located about 450 feet north of the lot. GEOLOGIC CONDITIONS The lot is located on alluvial deposits formed from coalescing fans of drainages that flow out of the south valley side. The official Town of Vail geologic hazard maps adopted in 2000 show Lot 3 to be outside of potential debris flow, snow avalanche and rockfall. Based on our review of the site, we concur that the lot is outside of the mapped hazards. FIELD EXPLORATION The field exploration for the project was conducted on September 27, 2010. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck- mounted CUE-45B drill rig. The borings were logged by a representative of Hepworth - Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D -1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. Job No. 110 303A G95tech -3- SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about 5 feet of loose silty sand and gravel fill overlying medium dense to dense, slightly silty to silty sand and gravel with cobbles and possible boulders. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. A medium dense silty sand Iayer 5 feet thick was encountered at a depth of 18 feet in Boring 1. Laboratory testing performed on samples obtained from the borings included natural moisture content and density and gradation analyses. Results of gradation analyses performed on small diameter drive samples (minus 2 inch fraction) of the coarse granular soils are shown on Figures 4 and S. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling or when checked 21 days later and the subsoils were slightly moist to moist. FOUNDATION BEARING CONDITIONS The natural soils encountered on the lot are relatively dense granular soils and suitable for support of spread footings. The upper fill soils can be erratic and should be removed from below the proposed building. Based on the proposed basement excavation for the new structure, we expect the existing fill and debris from prior site development will be removed but the suitability of the exposed soils should be further evaluated at the time of construction. Groundwater was not encountered in the borings made on the lot and groundwater level rise that could impact the foundation construction is not expected. The presence of springtime groundwater level will be further evaluated by monitoring of the PVC pipe placed in the exploratory borings. Job No. 110 303A G99ftCh -4- DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 2,500 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some potential for post - construction settlement under wetted conditions on the order of %z inch. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 48 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) The existing fill, debris, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. The exposed soils in footing area should then be moistened and compacted. If water seepage is encountered, the footing areas should be dewatered before concrete placement. Job Na 110 303A Gg&eCh -5- 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are Iaterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on -site granular soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on -site granular soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be Job No. 110 303A Gg&ech M calculated based on a coefficient of friction of 0.50. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be a granular material compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab - on- grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free - draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum Required fill can consist of the on -site granular soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM. Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, Job No. 110303A E:Ch -7- crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free - draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum I % to a suitable gravity outlet. Free - draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 Meet deep. SITE GRADING The risk of construction - induced slope instability at the site appears low provided cut and fill depths are limited. We assume the cut depths for the basement level will not exceed one level, about 10 to 12 feet. Fills should be limited to about 8 to 10 feet deep. Embankment fills should be compacted to at least 95% of the maximum standard Proctor. density near optimum moisture content. Prior to fill placement, the subgrade should be carefully prepared by removing all vegetation and topsoil and compacting to at least 90% of the maximum standard Proctor density. The fill should be benched into slopes that exceed 20% grade. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Job No. 110 303A GggteCh -8- 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free - draining wall backfill should be capped with about 2 feet of the on- site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re- evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations Job No. 110303A C99tech -9- presented herein. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK ICAL, INC. �`'L. P Steven L. Pawlak, P. I'��. 16222 , 8 Reviewed by: Daniel E. Hardin, P.E. SLP/ksw cc: Berglund Architects — Attn: Hans Berglund Job No. 110 303A Gg&ech APPROXIMATE SCALE 1" =30' 1 1 8233 I � f ! I 1 I / LOT 4 I � _ 8134 PROPERTY 823 ` BOUNDARY LOT � 8235 / 1 1 1 r —1 1 1 — IBORING 2/ / I EXISTING RESIDENCE PROPOSED 1 1 (SHADED) RESIDENCE 1 1 8238 � -\ 1 1 ! 1 (SOLID) 1 BORING 1 1 � a 8288 ! ! ( 1_8238— -� f ! 1 8 _ 23 8236 8237 8233 ___ 8235 LOT 2 110 303A / 8238 1 8237 —� / 'D / g 1 � a ---8239 � 1 I 1 BENCH MARK: SEINER MANHOLE RIM; ELEV. = 8240.11, AS PROVIDED. LOCATION OF EXPLORATORY BORINGS I Figure 1 BORING 1 BORING 2 ELEV.= 8237.5' ELEV.= 8235.9' 8240 8240 8235 6112 8235 3/12 22/12 3/12 . WC =21.8 8230 18/12 DD =102 8230 •;• - 200 =37 • . ' • 35/12 t " WC =4.5 52/12 .+ DD =112 O WC =3.2 •: +4 =40 +' W 8225 DD= 134 •• • -200=10 8225 LL +4 =61 42/12 O - 200 =10 O N W •" 50/12 • �{ W 8220 •' 37/12 8220 10/12 WC =16.4 8215 . •i� +4 =0 - 200 =28 8215 8210 8210 Note: Explanation of symbols is shown on Figure 3. H 110 303A ®('t LOGS OF EXPLORATORY BORINGS Figure 2 He PeWlok Qeotectnicol LEGEND: ROAD BASE s ® FILL; mixed silty sand and clay, loose/soft, moist, dark brown, organics. SAND AND GRAVEL (SM -GM); Slightly silty to silty, with cobbles and possible boulders, medium dense to dense, • slightly moist to moist, brown, subangular to rounded rock. Ma SAND (SM); silty, medium dense, moist, brown. Relatively undisturbed drive sample; 2 -Inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 13/8 inch I.D. split spoon sample, ASTM D -1586. 6/12 Drive sample blow count; indicates that 6 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. --> Depth at which boring caved. TPractical drilling refusal. MIndicates slotted PVC pipe installed in boring to depth shown. NOTES: 1. Exploratory borings were drilled on September 27, 2010 with 4 -inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by taping from features shown on the site plan provided. 3. Elevations of exploratory borings were measured by instrument level and refer to the Bench Mark shown on Figure 1. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling or when checked 21 days later. Fluctuation in water level may occur with time. 7. 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TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 110 365A SAMPLE LOCATION NATURAL NATURAL MOISTURE BORING DEPTH DRY DENSITY CONTENT GRADATION PERCENT PASSING NO. 20051EVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH SOIL OR BEDROCK TYPE GRAVEL K SAND M LIQUID LIMIT PLASTIC INDEX 1 10 3.2 134 61 29 10 Slightly Silty Sandy Gravel 20 16.4 0 72 28 Silty Sand. 2 5 7'h 21.8 4.5 102 112 40 50 37 10 Organic Clayey Sand Fill Slightly S' ty Sand Gravel INTERNATIONAL CODE COUNCIL' 2009 INTERNATIONAL ENERGY CONSERVATION CODE CERTIFIED HOME This home built at 994 Ptarmigan Road., Vail, CO by exceeds the minimum requirements for the 2009 International Energy Conservation Code 1110111 Exposed Floor: R-43 Slab: R -20.0 Edge, R -20.0 Under The organization below certifies that the proposed building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2008 IECC requirements In compliance with Chapter 4 based on Climate Zone 6S and with all mandatory requirements. Name: Megan Gilman Signature:; Ct, Organization: Active Energies, Inc. Date: Febru ry 22, 2011 The international Code Council Logo and 2009 International Energy Conservation Code are registered trademarks of the International Code Council, inc. REIWRate - Residential Energy Analysis and Rating Software v1Z82 Building Features Ceiling Flat: NA Duct: NA Vaulted Ceiling, R -76 Window: U -Value = 0.280, SHGC = 0.280 Above Grade Walls: R -33, R -20 Integrated: Natural gas, Htgg eff 0.93 CAafue. DHW eff 0.93 CAef. Foundation Walls: R -20.0, R -38.0 Ground - Source HP: Electric, Htg: 2.9 COP. Clg: 17.8 EER, w/DSH. Exposed Floor: R-43 Slab: R -20.0 Edge, R -20.0 Under The organization below certifies that the proposed building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2008 IECC requirements In compliance with Chapter 4 based on Climate Zone 6S and with all mandatory requirements. Name: Megan Gilman Signature:; Ct, Organization: Active Energies, Inc. Date: Febru ry 22, 2011 The international Code Council Logo and 2009 International Energy Conservation Code are registered trademarks of the International Code Council, inc. REIWRate - Residential Energy Analysis and Rating Software v1Z82 AR,6 TRA -MADE° ROOF ACCESSORY SYSTEMS PRODUCT DATA SHEET DESCRIPTION • Designed for most stick framed roof types • Accepts 1" (1.315 "OD) fence pipe • Installed using (4) 3/8" Lag bolts • Must be installed into structural roof member such as a truss or rafter beam • Ice Flags as option • Powder coated to match roofing material color • Overall dimensions: 12 "L X 2.16 "W X 12.16 "H MATERIALS • 1/4" Steel (ASTM A709 Gr 36) COLORS /FINISHES • Zinc plated steel (ASTM B 633, Type II, SC3) • Powder coating available in RAL Standard colors • Visit www.tra - mage.com to see color chart NOTE: Due to specific job conditions, TRA -Mage will only warranty a snow retention system /layout that has been deisgned by TRA -Mage. 3/8" t AR Snow Fence Bracket to be installed using (4) 3/8" Lag Botts secured to truss, rafter, beam, or other structural member. Space Snow Fence Brackets horizontally according to TRA- MAGE recommendations. Collars should be installed inside the last bracket and End Caps should be placed at pipe terminations. FENCE INSTALLATION DO NOT SCALE TRA -MAGE, Inc. 1657 South 580 East American Fork, UT 84003 SNOW FENCE D3H 3 PIPE SNOW FENCE SYSTEM FOR: ASPHALT SHINGLES, CEDAR SHIN- GLES, FLAT SEAM METAL, GRANULE METAL, METAL PANEL, SLATE, SIMULATE SLATE, TILE ROOFS, & WOOD SHAKES 12.00 N 2.16 FENCE BRACKET DIMENSIONS DO NOT SCALE FOR MORE INFORMATION CALL: (800) 606 -8980 VISIT US ON THE WEB: snow.tra- mage.com RG-11 -2010 AK TRA -MACE® ROOF ACCESSORY SYSTEMS Deck Mount TECHNICAL GUIDE T.R.A.- MAGE's Deck Mount Fences have been designed for use as a surface mounted snow fence for all pitched roofs, installed over ice and water protector membrane and sheathing, the lag bolts go through the sheathing into the rafters. For optimum assurance that your rafters can support the snow load, check with a structural engi- neer. You will need to know the snow load, roof slope and snow fence location. The general rule of the deck mount placement is to install one row of snow fences at the eave over the plate line, add- ing additional rows up the roof every 15' when the eave to ridge length runs over 20'. An engineer should be consulted to determine that each snow fence will hold the specific load. For assurance that the lag bolts will not pull out due to snow and ice loads, check with the struc- tural engineer or lag bolt manufacturer for load pull -out numbers on the lag size and length. The fail point on these snow fences is the lag screws and their pull -out poundage. Be sure that there are enough snow fences up the roof to carry the weight of the snow without pulling out the lag screws. Spacing brackets over 24" on center can cause the pipe to bend. PLEASE NOTE: The snow load is based upon the ground snow load, roof slope and the number of square feet of snow load that will be on a given bracket. Check with your local building department to verify the snow loads for your area. Snow fences are designed to stop upper - layered snow and ice from sliding off a roof. Snow brackets should be used to stop other snow and ice movement on roofs. Snow fences do not stop ice dams from occurring. Please refer to the NTRMA and WSRCA manual for proper roofing application in heavy snow areas. INSTALLATION Install the snow fence over the roof plate line. The snow fence must be secured to the rafter. The hole size for the lag bolt is 1/2 ". So you will need to use a 3/8" bolt. T.R.A. -MAGE recommends caulking with butyl around the snow fence base in the lag holes. To keep the snow fences lines up with the holes for the pipes, run one pipe through the previous bracket installed to the new one. Snow fence brackets should be installed from 16" to 24" on centers. Slide pipes through the holes in the snow fence brackets. The pipes are 10' long and are threaded on each end. Connect the pipes at the coupling. Install additional rows of snow fence up the roof as needed. TRA -MAGE, Inc. FOR MORE INFORMATION CALL: (800) 606 -8980 1657 South East , exom American VISIT US ON THE WEB: snow.tra -ma American Forkrk, UT 84003 9 SB-ES -0210 i r a ca O r c INSTALLATION INSTRUCTIONS: SNOW FENCE INSTALLED USING (4) 3 /8" x 4" LAG BOLTS FASTENED INTO RAFTERS, TRUSSES, BLOCKING OR OTHER STRUCTURAL FRAMING. TO INSTALL: 1) POSTION SNOW FENCE HOLES DIRECTLY OVER CENTER OF TRUSS 2) PRE -DRILL HOLES TO A DEPTH OF 4" USING A 1/4" DRILL BIT 3) PLACING CAULKING OR SEALANT IN THE LOCATION OF THE HOLES BEFORE INSTALLING LAG BOLTS IS RECOMMENDED 4) SECURE FENCE WITH LAG BOLTS. FLASHING CAN BE FABRICATED AND PLACED AT THE INSTALLERS DISCRETION. 2 D3 NH DECK MOUNT DETAIL O SCALE 3/32" = 1' -0" SNOW RETENTION PART SCHEDULE PART /DESC QTY D3H FENCE BRACKET 132 1" FENCE PIPE (L =10') 87 FENCE PIPE COLLAR 126 FENCE PIPE END CAP 126 EXPANSION DECK MOUNT JOINT PLAN LEGEND G 8 CLAMP ON SNOW SNOW FENCE BRACKET 4/12,8/1 GROUND SNOW LOAD: 100# PSF PROJECT NOTES SNOW FENCE EXPANSION DECK MOUNT JOINT SNOW RETENTION NOTES G BRACKET TYPE: N, DECK SHEETING: N/A FENCE TYPE: D3H DECK MOUNT SPACING: 24" OC ROOFING MAT'L: COPPER SHINGLE SPACING/WIDTH: N/F RIB HEIGHT: N/F ROOF SLOPES: 4/12,8/1 GROUND SNOW LOAD: 100# PSF PROJECT NOTES 0 1. DECK MOUNT SNOW FENCE TO BE INSTALLED V -0" FROM EAVE TYP U.N.O KEY NOTES D 01 : D3H DECK MOUNT SNOW FENCE - SEE DETAIL 2 THIS PAGE GENERAL NOTES 0 1. Snow Bracket / Snow Fence layout has been engineered for this specific roof application. Any deviation from the prescribed layout will void the product or system warranty. 2. Install Snow Brackets / Snow Fence per 01 specifications and details provided by TRA -MAGE. Installer is responsible for the correct installation of all snow retention system components. 3. Installer shall check existing job site conditions and dimensions prior to installation. Installer shall report any discrepancies or conflicts to TRA -MAGE prior to commencing work. 4. Drawings and quotes are based upon information provided by the customer to TRA -MAGE. TRA -MAGE is not liable for any information that is found to be incorrect or false. DISCLAIMER: These drawings are the property of TRA -MAGE, Inc., and any reuse or further distibufion thereof in part or in whole without written consent from TRA -MAGE is prohibited. Drafter is not an architect or engineer. M Qj O CM CU 0 LJn � R f ` �$ 0 3 } w — �aN 0� U 1 W Q" u I o � w ix 190 4 0 � co 0 :3CR o U)LO r- r` L ° o �00 a REVISIONS STAMP z�]C;�' 09.02.2011 �E� 0 Q O W Z V H 0— W LO CD �2 Q00 J_ O >U J J >Q DRAWN BY: RG APPROVED: CHK'D SR1.0 SHEET 1 OF 1 9, 2011 r -'' CLEAR DESIGN Con5ulc Encylneer5, LLC. �. Lim +n9 4Pp0 �O �•••CL • 0 J�)23 Ru9tic Terrace, P.O. Box t87 i , i✓rer_kenridge, CO 80A 24. �• ' rel: 970.455.4781 , Email: drfeary.rdc�a,gmarl.ccxr+ �JO •f - 994 PTARMIGAN ROAD 61' VAIL VILLAGE FILING 7, BLOCK 4, LOT 3 D CALCULATIONS, SINGLE FAMILY DWELLING UNIT �SIONA���� DZOn/ 240 VOLT, THROUGH 22419) � ®� Vain FOR �0�..� �® (PER NEC 220 -38 EQUIPMENT h NEC ARTICLE DEMAND TOTAL VA/ TAG QU�p DEMAND•FACTOR FACTOR (W) GENERAL LIGHTING LOAD: - °a GENERAL LIGHTING ID aw X 220.12 = 25926 SMALL APPLIANCE EA X 1500 X� = 3000 LAUNDRY 2.y.�V. EA X 1c^�'.4,��q��11 = 3000 TOTAL Y./ / — •-- °_' " "�.__ -�..�- = 31926 1` 3kVA @ 10D% P'�,�•- Code.. 3000 REMAINDER @ 35% = 10124 NET LOAD = 13124 CONNECTED DEMAND OWNER EQUIPMENT & APPLIANCES: LOAD LOAD COOKTOP 1 EA X 10200 X 220.55 '.0200 100% = 10200 WALL OVEN 1 EA X 5100 X 220.55 5100 100% = 5100 HOUSEHOLD ELECTRIC RANGE DEMAND FACTOR PER NEC TABLE 220 -55 220.55 = 11000 HOOD ( ESIMATED LOAD) 1 EA X 700 X 220.53 700 75% _ 525 MICROWAVE 1 EA X 1600 X 220.53 1600 75% = 1200 FRIDGE (ESTIMATED LOAD) 1 EA X 1200 X 220.53 1200 75% = 900 ICE MAKER 2 EA X 1200 X 220.53 2400 75% = 1800 WARMING DRAWERS 2 EA X 850 X 220.53 1700 75% = 1275 DISHWASHER (ESTIMATED LOAD) 1 EA X 1300 X 220.53 1300 75% = 975 UNDER COUNTER WINE FRIDGE (ESTIMATED LOAD) 1 EA X 1200 X 220.53 1200 75% = 900 DISPOSAL (ESTIMATED LOAD) 2 EA X B00 X 220.53 1600 75% = 1200 TRASH COMPACTOR 1 EA X 6600 X 220.53 600 75% = 450 WET BAR WINE FRIDGE (ESTIMATED LOAD) 2 EA X 1200 X 220 -53 2400 75% = 1800 WET BAR FRIDGE (ESTIMATED LOAD) i EA X 1200 X 220.53 1200 75% = 900 DRYER (ELEC) 2 EA X 6480 X 220.54 12960 100% = 12960 " GARAGE DOORS (ESTIMATED LOAD) 1 EA X 975 X 975 100% = 975 WATER FEATURE PUMPS (ESTIMATED LOAD) 2 EA X 1200 X 2400 1007(+ = 2400 ELEVATOR (ESTIMATED LOAD) 1 EA X 7500 X 75M 100% = 7500 LARGEST MOTOR - ELEVATOR 1 EA X 7500 X 7500 25% = 1875 TOTAL = 48635 HVAC f MECHANICAL EQUIPMENT: BOILERS 2 EA X 600 X 1200 100% = 12200 PUMPS (19 PUMPS TOTAL) 1 EA X 13260 X 13260 100% = 13260 FAN COILS (10 FAN COILS TOTAL) 1 EA X 6175 X 6175 100% 6175 ENERGY RECOVERY VENTILATORS (2 TOTAL) 1 EA X 640 X 640 100% = 640 EXHAUST FANS (5 FANS TOTAL) 1 EA X 420 X 420 100% = 420 SUPPLY FANS (2 TOTAL) i EA X 82 X 82 100% = 82 HRV 1 EA X 1140 X 1140 100% - = 1140 STEAM HUMIDIFIERS 4 EA X 1400 X 56M 100% = 5600 HP -1 &2 2 EA X M88 X 24576 100% = 24576 LIFT STATION 1 EA X 3000 X 3000 100% = 3000 MOTOR OPERATED DAMPERS 5 EA X 40 X 200 100% = 200 TOTAL 66293 ADDITIONAL ELECTRIC UTILIZATION EQUIPMENT: HEAT TAPE (BOD - RAYCHEM GM -2XT). 346x20% 1365 LNEAR 12 X 426.4 FTX 16380 125% = 20475 JACUZZITUBS 0 EA X 1455 X 0 100% = 0 STEAM SHOWERS 0 EA X 4500 X 0 100% = 0 HOT TUB (ESTIMATED LOAD) 1 EA X 12000 X 12000 100% = 12000 TOTAL = 32475 NET COMPUTED LOAD TOTAL 160332 VA 150527 VA FOR 240V, 10, 3 WIRE SERVICE 150527 (VA) 1 240 VOLTS 668 AMPS 627 AMPS NET COMPUTED LOAD ALLOWING 20% ADDITIONAL CAPACITY TOTAL 192399 VA 130633 VA ALLOWING FOR 20% ADDITIONAL CAPACITY FOR UNFORSEEN LOADS AND FUTURE UPGADES 753 AMPS ESTIMATED SERVICE SIZE: 800 AMP ESTIMATED QTY. OF (42) CIRCUIT LOADCENTERS " 0642 (SO -FT) 202 CIRCUITS, - w/ LIMITED SPARE SPACE 5 PANELS NOTES: 1. THESE CALCULATIONS ARE BASED ON THE STANDARD CALCULATION METHOD (NEC 220). 2. WE HAVE APPLIED NEC 220 53 APPLIANCE LOAD DEMAND FACTOR. 75% FOR (4) OR MORE iPPLIANCES, NOT INCLUDING HEAT, AC, RANGE OR DRYER. 3 CALCULATIONS ARE BASED ON THE MOST CURRENT INFORMATION AVAILABLE AT THIS TIME` 4. IT IS ADVISED THAT THE ELECTRICAL CONTRACTOR REVIEW THE FINAL ACTUAL LOADS COMPARED TO THOSE USED FOR THIS CALCULATION PRIOR TO SERVICE ROUGH IN r 1.4 DIVISION 15 MECHANICAL Copyright 2011 - Rader Engineering, Inc. SECTION 15010 -- GENERAL PROVISIONS PART 1.00 -- GENERAL 1.01 SCOPE OF WORK Work shall consist of furnishing all labor and materials necessary for the installation of complete and operating mechanical systems. 1.02 EXAMINATION OF PREMISES Visit the premises before submitting bid as no extras will be allowed for lack of knowledge of existing conditions. 1.03 CODES AND STANDARDS Comply with all applicable codes, laws, industry standards and utility company regulations. 1.04 PERMITS, FEES AND NOTICES Pay for all permits, fees, licenses and inspections for this Division. Do not include the cost of the "Plant Investment Fee" for sewer and water or Gas Application Fee charged by the Utility Company. 1.05 DRAWINGS Mechanical drawings are diagrammatic in nature and are not intended to be scaled for dimensions. Install the systems complete in the space provided without extra charges to the Owner. 1.06 SUBSTITUTIONS AND APPROVALS A. Some materials are specified by manufacturer's name. Materials of equivalent quality may be used if accepted by the Engineer. B. Bidder's Choice: Materials or equipment listed by several manufacturer's names are intended to be bidder's choice, and any of the listed manufacturers may be bid without soliciting prior approval. C. Performance Specification: When any item is specified by requirement to meet a performance, industry or regulating body standard or is specified by a generic spec (no manufacturers name listed), no prior approval by the 3/1/11 994 Ptarmigan Road Residence 15010 -1 . k Consulting Mechanical Engineer is needed unless specifically called for in these specifications. D. Contractor to be responsible for any changes and costs to accommodate any equipment except the first named in the specification. E. Substitutions for Material Equipment and materials not listed as equivalents may be proposed as deductive alternates to specified items by submitting it as a separate line item to the base bid on the Bidder's letterhead. Such alternate proposals shall not be substituted for the base bid and must be accompanied by full descriptive data on the proposed equipment, together with a statement of the cost to be deducted for each item. If any such alternates are considered, the Contractor shall submit a list of the proposed alternate substitution items within 14 days of award of contract. The request for proposed substitutions shall not be accepted by the Engineer due to scheduling or delivery concerns. 1.07 FOUNDATIONS AND SUPPORTS Furnish and install all foundations, bases, hangers, anchors, guides and supports for mechanical equipment, piping and ducts. 1.08 INSTALLATION AND ARRANGEMENT Install all work to permit removal of coils, shafts and wheels, filters, and all other parts which might require periodic replacement of maintenance. Install all equipment per manufacturer's installation instructions and acceptable industry standards. 1.09 PROTECTION OF WORK AND PROPERTY Be responsible for the protection of existing facilities whether or not such facility is to be removed or relocated. Move or remove any facility so as not to cause interruption of the work or Owner's operation. 1.10 EXCAVATION AND BACKFILL Do all excavating and backfilling required by the work in this division. 1.11 CONCRETE All poured in place concrete shall be furnished under the Architectural Divisions of these Specifications. 3/1/11 994 Ptarmigan Road Residence 15010 -2 1.12 MOTORS A. Squirrel cage type, open drip proof, normal starting torque, with thermal overload protection and ball bearings when available. B. Where commercially available, motors rated greater than 1000 watts shall have a power factor of at 85% under rated load. Where not commercially available, power factors shall be capacitor corrected by equipment manufacture to at least 90% under rated load. 1.13 ACCESS DOORS Furnish access doors of type suitable to Architect and provide to General Contractor to construct into the building. Access doors should be provided in all locations where access is required. 1.14 ELECTRICAL EQUIPMENT AND WIRING FOR MECHANICAL DIVISION A. Unless otherwise indicated, all motors and controls shall be furnished, set in place and wired in accordance with the following schedule. (MD is Mechanical Division - ED is Electrical Division). Item 1. Equipment motors and thermal overload, resistance heaters 2. Disconnect switches, fused or unf ised, H.P. rated switches, thermal overload switches and fuses, manual operating switches (3) 3. Pushbutton stations, pilot lights, multi -speed switches, float switches, thermostats, control relays, control transformers, control panels, motor valves, damper motors, solenoid valves, and interlocks MD MD(2) MD(2) 3/1/11 994 Ptarmigan Road Residence 15010 -3 Set in place or Wired and Furnished mounted connected under under under MD MD ED ED(1) ED(1) ED MD MD(2) MD(2) 3/1/11 994 Ptarmigan Road Residence 15010 -3 4. Contactors, 120V control ED ED ED circuit outlets for control panels and for boiler controls and for fire protection controls and smoke detectors 5. Fire and smoke detectors MD MD ED(3) (1) If furnished as part of factory wired equipment, wiring and connections only by ED (2) If float switches, line thermostats, time switches, etc., carry the FULL LOAD CURRENT to any motor, they shall be furnished by the Mechanical Division, but shall be set in place and connected under the Electrical division, except that where such items are no integral part of the mechanical equipment, or directly attached to ducts, piping, etc., they shall be set in place under the Mechanical Division and connected by the Electrical Division. If they do not carry the FULL LOAD CURRENT to any motor they shall be furnished, set in place and wired under the Mechanical Division. Control devices carrying full load current furnished Mechanical and wired by Electrical shall be located at the device being controlled, unless shown on drawings or mutual agreement is made between the contractors with no change in the contract price. (3) Wiring from alarm contacts to alarm system by ED; all control function wiring by MD. B. Connections to all controls directly attached to ducts, piping and mechanical equipment shall be made with flexible connectors. 1.15 FLUSHING AND CLEANING Before final connections are made in the piping systems, all piping shall be blown out with air and then washed out with cleaning compounds. Clean the boiler by the same procedure. 3/1/11 994 Ptarmigan Road Residence 15010 -4 1.16 TESTING A. Test all drain and waste lines with standing water test of twelve feet of head, held long enough to inspect each joint. B. Test all steam and water piping, before connecting to units, at 100 psig air pressure. C. Test all gas piping under 50 psig air pressure. D. All tests required by code must be done, to the satisfaction of the local authorities having jurisdiction, before covering. E. Test refrigeration piping with oil pumped, dry nitrogen at 150 psi and then evacuate, fill with refrigerant and test with Halide Torch or electronic leak detector. Evacuate and dry the system with dry nitrogen. F. All hydrostatic tests to be held for a minimum of six hours. Air tests to be held for a minimum of two hours. 1.17 BALANCING A. The balancing of the system shall be part of this contract, include in bid the cost of balancing and adjusting. B. Furnish and install such items as thermometer wells, pressure test cocks, access doors, etc., as required to allow tests and adjustments to be made. C. Adjust and balance all air and water systems. Check, adjust and balance all systems to meet the design conditions and tabulate all information on acceptable forms. All systems shall be checked for proper performance during design conditions, both heating and cooling. 1.18 OPERATING AND MAINTENANCE INSTRUCTIONS Deliver operating and maintenance instruction to the Owner on completion of the work and instruct Owner in their use. 1.19 WARRANTY A. All materials and equipment shall be new unless other -wise specified. Guarantee all workmanship, material and equipment and replace any found defective without cost to the Owner, for one year after final acceptance, as defined in General Conditions. B. Each warranty for longer than the one year described above (that comes with equipment used on the job) shall be passed onto the Owner with dates of start 3/1/11 994 Ptarmigan Road Residence 15010 -5 and end of warranty. 1.20 PROJECT RECORD DRAWINGS Provide the Architect with one clean set of plans and specifications corrected up- to -date as job progresses. END OF SECTION 3/1/11 994 Ptarmigan Road Residence 15010 -6 SECTION 15400 -- PLUMBING 1.01 WATER PIPING A. Water Service 1. Provide meter in accordance with the governing body's regulations. 2. All pipe outside the building: 3" and smaller Type "K" copper with wrought copper fittings and hard solder with a minimum melting point of 1100 degree F. 3. Piping outside the building shall have not less than eight feet of cover from finished grade. 1.02 SOIL, WASTE AND VENT PIPING A. General 1. Coordinate exact location of waste risers with Architect and Engineer before installation. 2. Combine vent pipes as possible and penetrate roof on back side of home. Coordinate exact location with Architect and Engineer before installation. 1.03 GAS PIPING A. General 1. Gas meter and service from the main to the meter will be furnished and installed by the utility company, paid for by the Owner. 2. Gas piping from the meter through the building will be done under this division and connected to all equipment required. 3. Valves and appurtenances shall be of a type designed and approved for use with fuel gas. 1.05 CLEANOUTS Install full size brass cleanout plugs per local code requirements or otherwise required. Brass plugs with chrome plated cover plates for walls, flush with wall. When outside, heavy duty cast iron tractor cover set in two foot square by 6" deep concrete pad or in concrete or asphalt surface. "Y" in the line and vertical riser of C.I. pipe. 3/1/11 994 Ptarmigan Road Residence 15400 -1 1.06 FIXTURES AND EQUIPMENT A. Fixtures 1. Install fixtures and/or rough -in according to the Architects fixture schedule. 2. Secure fixtures to walls and floor or countertops in accordance with manufacturer's roughing -in and setting requirements and form a rigid installation. 3. All pipe at the fixtures which may be exposed to view shall be brass chrome finish, finished with chrome escutcheons where they project from walls and floors. 4. Stop valves shall be furnished and installed at all fixtures, for all equipment and at rough -in locations. 5. Vacuum breakers shall be provided at all outlets with hose connections. END OF SECTION 3/1/11 994 Ptarmigan Road Residence 15400 -2 SECTION 15600 -- RADIANT FLOOR AND SNOWMELT PIPING A. General 1. Piping to be crosslinked polyethylene with an oxygen diffusion barrier as manufactured by Wirsbo, Roth, Rehau, Stadler, Heat link, Watts Radiant or Zurn. Piping shall have a minimum of 30 day UV light protection. 2. The Contractor shall install the tubing as recommended by the manufacturer and spaced to provide the required heat output. Tubing loops off each manifold shall be installed in equivalent lengths ( ±5 %). 3. The contractor shall install manifolds as provided by the tubing manufacturer. The manifolds shall consist of a return header (including: balancing valve for each loop and compression fitting to receive tubes) and supply header (including: manual shutoff valve for each loop and compression fitting to receive tubes). 4. Tube shall carry a twenty -five (25) year non - prorated warranty against failure due to defects in material and workmanship. Snowmelt tubing which is not located in the snowmelt zone shall be insulated. END OF SECTION 3/1/11 994 Ptarmigan Road Residence 15600 -1 SECTION 15800- -AIR DISTRIBUTION 1.01 MATERIALS AND EQUIPMENT A. Acceptable Manufacturer 1. Low velocity flexible ducts: acoustically insulated consisting of inner core of perforated one ply corrugated duct, 1 " thick insulation, and vapor barrier cover. The flexible duct must be approved by the code authority for the specific application. 2. Round duct connectors: Factory fabricated galvanized for insulated ducts, steel adaptor plate on glass fiber ducts. Butterfly damper and quadrant operator on all applications. 3. Flexible connections. 24 oz. per yard, U.L. approved material. 4. Turning Vanes (Provide in all rectangular elbows). 5. Opposed Blade Dampers (for duct split and where shown). a. Steel or aluminum construction with work driver operator. Screwdriver slotted shaft, factory assembled. b. Sizes up through 36" x 12 ": Barber Colman AOOG, T & B 7s, Titus AG -35B, Krueger OBD -DM, Anemostat OB4, Carnes 800, Agitair OB, J & J OBD -DM, or equivalent. END OF SECTION 3/1/11 994 Ptarmigan Road Residence 15800 -1 SECTION 15900 -- CONTROLS AND INSTRUMENTATION 1.01 DESCRIPTION A. The Temperature Control System: Electric and electronic to comprise a complete system, furnished and supervised by the Temperature Control Manufacturer. The control system shall be able to be remotely changed from an occupied to an unoccupied state. B. Wiring -General Comply with the National Electric Code, and the Electrical Division of these specifications. 2. Run wiring in metallic conduit, tubing or raceways. Exceptions: a. NEC class 2 low voltage wiring where not exposed to view such as above suspended ceiling in shafts, etc., may be run in cable. (Not allowable above ceilings used as return air plenums). b. Wiring enclosed in Temperature Control panels. 3. Low volt sensor wires to be either shielded or twisted pairs. C. Wiring: One Contractor shall be solely responsible for all temperature control wiring. All wiring and installation in connection with the automatic control system to be the responsibility of the Mechanical Division, supervised by the Control Manufacturer or his representative. Upon completion of the installation the control manufacturer or his representative shall link all valves and dampers and check out the wiring and calibrate controls furnished under this section. D. Drawings: Submit shop drawings of equipment, control panels and wiring diagrams to the Consulting Mechanical Engineer for review. E. Control Settings: All control settings are tentative, equipment shall have adjustable settings. 1.02 ACCEPTABLE MANUFACTURERS A. This specification is based on Tekmar equipment. Others must be approved by the Consulting Mechanical Engineer before bidding. It is recognized that packaged equipment comes with other names on controls and that some functions are accomplished with other named components. This specification does not intend to prohibit this practice. 3/1/11 994 Ptarmigan Road Residence 15900 -1 1.03 MATERIALS AND EQUIPMENT A. Low Voltage Power 1. Control devices and panel containing low voltage power sources shall comply with NEC Class 2 requirements (current limiting), or supplied with branch circuit fusing to limit control circuit current to NEC Class 2. Control transformers; of the current limiting type, or installed with primary disconnect and overload protection. B. Dampers: Pacific Series 210, Johnson "Proportion- Air ", Honeywell "Moduflow Low Leakage ", Ruskin "CD250 Low Leakage Penn Air Control Damper PBD or OBD or equivalent. C. Valves Valves in water and antifreeze system shall be sized for not more than 3 psi drop. END OF SECTION END OF DIVISION 3/1/11 994 Ptarmigan Road Residence 15900 -2 03 -14 -2012 Inspection Request Re forting Page 1 4:22 pm Vail, CO - City O Requested Inspect Date: Thursday, March 15, 2012 Site Address: 994 PTARMIGAN RD VAIL 994 PTARMIGAN ROAD A/P /D Information Activity: B11 -0023 Type: COMBO Sub Type: NSFR Status: APPROVED Const Type: Occupancy: Use: R Insp Area: Contractor: GEORGE SHAEFFER CONSTRUCTION Phone: 970 - 845 -5656 COMPANY Owner: INTERNATIONAL MILLING LTD Description: DEMO /REBUILD NEW SINGLE FAMILY RESIDENCE Requested Inspections Item: 540 BLDG -Final C/O Requested Time: 11:00 AM Requestor: BERGLUND CHITECTS Phone: 970 - 926 -4301 Comments: follow up Assigned To: ND Entered By: JMONDRAGON K Action: Time Exp: I i Inspection History Item: 501 PW- Access /Stagi g /Erosion Item: 502 PW -Rough Driveway Grade Item: 210 PLMB- Undergroundy Item: 21 PLAN -ILC Foundation Plan Item: 20 BLDG - Foundation /Steel Item: 10 BLDG - FOOTING Item: 224 FIRE -ALARM ROUGH Item: 225 FIRE - SPRINKLER ROUGH Item: 120 ELEC -Rough Item: 200 MECH -Rough Item: 230 PLMB- Roug- h/Water Item: 240 PLMB- GasPiping Item: 220 PLMB - Rough /D.W.V. Item: 410 Special Inspect - progress rept Item: 30 BLDG - Framing Item: 22 PLAN -ILC FRAMING Item: 50 BLDG - Insulation Item: 60 BLDG - Sheetrock Nail Item: 420 Special Inspect -final rept Item: 503 Pp -Final Driveway Grade Item: 532 PW -TEMP. C/O Item: 533 PLAN -TEMP. C/O Item: 539 PW -FINAL C/O Item: 534 PLAN - FINAL C/O Item: 90 BLDG -Final Item: 540 BLDG -Final C/O REPT131 Run Id: 14235