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Home My WebLink AboutB18-0275_Approved Documents_1535756855.pdf 75 South Frontage Road Construction 0West, TOWN OF VAIL B18-0275 TOWN Vail,CO 81657 Issued: 08/31/2018 TOWN Or VAIL Office:970.479.2139 Inspections: inspections@vailgov.com Property Information Address: 175 FOREST RD(210107113032) (210107113032 ) Unit#: Parcel Number: 210107113032 LegalDescription: Subdivision:VAILVILLAGE FILING 1 Block:7 Lot:26 PARCEL B BK-0378 PG-0085 DEC 2-8-84 R895487DEC 10-25-04 Contacts Contact Type:Applicant Full Name:Joe Stainbrook Address: 710 West Lionshead Circle Unit A Vail,CO 81657 Phone: 9704772990 Contact Type:Property Owner Full Name:VENERABLE,C. EDWARD&AMY Address: Phone: None Contractor Contractor Type:General Company: Paragon Homes Inc. State License#: Phone: 303-525-7775 Projectinformation Project Name:Venerable Residence2018 Project Description: Complete demo and New Construction to matchexisting exterior materials of 185 Forest Rd. Fees Paid Account#:001-0000.31111.00-Building Permit Fee Fee Amount: $3,718.25 Account#:001-0000.31123.00 Building Plan Review Fee Fee Amount: $2,416.86 Account#: 110-0000.31060.00Construction Use Tax Fee Fee Amount: $11,840.00 Account#:001-0000.31111.00-Mechanical Permit Fee Fee Amount: $1,560.00 Account#:001-0000.31123.00 Mechanical Plan Review Fee Fee Amount: $390.00 Account#:001-0000.31111.00-Plumbing Permit Fee Fee Amount: $765.00 Account#:001-0000.31123.00 Plumbing Plan Review Fee Fee Amount: $191.25 Account#: 111-0000.31127.00-Recreation Fee Fee Amount: $541.50 Account#:001-0000.31128.00 Will Call Fee(Building Scope) Fee Amount: $5.00 Account#:001-0000.31128.00 Will Call Fee(Mechanical Scope) Fee Amount: $5.00 Account#:001-0000.31128.00 Will Call Fee(Plumbing Scope) Fee Amount: $5.00 Total Paid: $21,437.86 Conditions CONDITIONS UNDER WHICHPERMITS BECOME VOID: If construction is not begun within 6 months from the date permitwas issued. If more than 5 months elapses betweeninspections. If incorrectinformationis given on the application at the time the permitwas issued. Christopher Jarecki-Town of Vail Building Official NOTICE:By issuance of this Permitthe applicant agrees to complywith all Titles of the Town of Vail Code and all applicable State and Federal law.Failure to do so will void this Permit and the applicant shallforfeit all applicablefees. °I1111 PERMIT FEE RECEIPT TOWN OF VAIL Case # B18-0275 Date Printed: 08/31/2018 TOWN OF VAIL - FEES RECEIPT Permit Summary Case Number: B18-0275 Status: Approved Permit Number: Date Started: 06/27/2018 Permit Type: Construction Subc ases Duplex Lot Number: 26 Property: 175 FOR EST R D(210107113032)(210107113032) Contacts Contact Type: Applicant Company Name: KH Webb Architects Full Name: Joe Stainbrook Address: 710 West Lionshead Circle Unit A Vail, CO 81657 Email: joe@khwebb.com Contact Type: Property Owner Full Name: VENERABLE,C. EDWARD&AMY Address: Permit Fees Fee Information Account Amount Permit Fee 001-0000.31111.00 $6,043.25 Construction Tax 110-0000.31060.00 $11,840.00 Recreation Fee 111-0000.31127.00 $541.50 Will Call Fee 001-0000.31128.00 $15.00 Payment Information Date Paid Payment Type Amount Recreation Fee 08/31/2018 Check $541.50 Paid By:Amy Wine Venerable-Notes:ck#1096 Permit Fee 08/31/2018 Check $6,043.25 Paid By:Amy Wine Venerable-Notes:ck#1096 Construction Tax 08/31/2018 Check $11,840.00 Paid By:Amy Wine Venerable-Notes:ck#1096 Will Call Fee 08/31/2018 Check $15.00 Paid By:Amy Wine Venerable-Notes:ck#1096 FEE TOTAL $18,439.75 AMOUNT PAID $18,439.75 BALANCE DUE $0.00 75 South Frontage Road West,Vail,Colorado 81657 08/31/2018 -4:44:53 PM-Generated by:cgodfrey 1/1 { JuL-ed-eum 10:44 From:HP-GEOTECH 9709458454 To: 19708459569 P.2/5 I h-r•N...tlh I'au-I.d. (,t r,�„I,w, tI In, GeS" teCh t dr Mt' NI 11•nu ,1 t . L n n l•. ‘I n, 1 070"45 791, HEPWORTH-PAWLAK GEOTECHNICAL hat .1i,t t145 n4S4 (m•nl ftl•kr, ltl,gt,.tv.l,.-..m July 22, 2008 . lop -- o a 73 , Ssc2_, Sunder, Inc. Attn: John Sunderland P.O. Box 1393 j Edwards, Colorado 81632 Job No. 108 400A Subject: Observation of Excavation, Proposed Western Half of Existing Duplex, Lot 26, Block 7, Vail Village 1' Filing, 185 Forest Road, Vail, Colorado. Dear Mr. Sunderland: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on July 17, 2008 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Sunder, Inc., dated July 16, 2008. The western half of the existing duplex was razed as part of the proposed construction. The proposed construction will consist of a two story wood frame structure over a walkout basement level. We understand that due to over-excavation of unsuitable bearing soils in the building area, a structural basement floor is being planned. The attached garage floor will be slab-on-grade. Spread footings sized for an allowable soil bearing pressure of 2,000 psf were assumed in the design. At the time of our visit to the site, the foundation excavation had been cut in multiple levels from 3 to 10 feet below the adjacent ground surface. The uphill, southern portion of the excavation had not been completed. The soils exposed in the bottom of the excavation consisted of slightly clayey silty sand and gravel in the northern portion of the excavation and silty sand in the southwest portion of the excavation. The cut depths extended through the old fill from the previous construction. Results of swell- consolidation testing performed on a sample of silty sand taken from the site, shown on Figure 1, indicate the soils have low to moderate compressibility under conditions of loading and wetting. The results of a gradation analysis performed on a sample of silty I`ctrkt:r 1014;41-7119 • Coln at.ln Springs 710 01 55(.2 0 •,ikt tllrr,rn, `r7O 4t !kw') JUL-22-2008 10:44 From:HP-CEOTECH 9709458454 To:19708459569 P.3/5 Sunder, Inc. July 22, 2008 Page 2 sand and gravel (minus 3 inch fraction) obtained from the site are presented on Figure 2. No free water was encountered in the excavation and the soils were slightly moist to moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf should be adequate for support of the proposed western half of the duplex. The bearing soils are variable and the silty sand soils tend to compress when loaded and wetted. There could be some post-construction settlement of the foundation that could be differential between the different bearing materials and the eastern half of the duplex. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose disturbed soils and any remaining fill in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on-site soil as backfill. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the basement walls and prevent wetting of the lower level. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 950/0 of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. } The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the t1 t Job No. 108 400A Cates JUL-22-2008 10:44 From:HP-C3EOTECH 9709458454 To:19708459569 P.4/5 Sunder, Inc. July 22, 2008 Page 3 excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. 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. If you have any questions or need further assistance, please call our office. Sincerely, • HEPWORTH — PAWLAK GEOTECHNICAL, 114C. F } Jordy Z. Adamson, Jr. P.E ! 297O7i Rev. by: SLP ,��,I toe's:....,. ,...+C$ k% S/ONAL �t ; JZA/vam attachments Figure 1 — Swell-Consolidation Test Results Figure 2— Gradation Test Results } Job No. 108 400A 1 Gatech x I JUL-22-2008 10:44 From:HP-GEOTECH 9709458454 To: 19708459569 P.5/5 Moisture Content = 14.8 percent Dry Density = 110 pcf Sample of: Silty Sand From: Bottom of Excavation at Southwest Corner I 0 c 1 111111 g li a 2 8 11111 3 tmt11IIIIL___11111111 o moveen110 on IIIIIII1111111 11111111 111111111111 1111111 1111111 . i 1111 III 101111 } 1 IIIIIII 1111111 111111110.1 1.0 10 100 APPUED PRESSURE-ksf _111 , 108 400A ____ fihh SWELL-CONSOLIDATION TEST RESULTS Figure 1 H.pwrth-Pawlak=n4 ‘r' n6 REScheck Software Version 4.6.5 Compliance Certificate Project VENERABLE RESIDENCE Energy Code: 2015 IECC Location: Vail, Colorado Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 4,432 ft2 Glazing Area 26% Climate Zone: 6 (9248 HDD) Permit Date: TBD Permit Number: TBD Construction Site: Owner/Agent: Designer/Contractor: 0175 FORESTRD ED VENERABLE SHAYNE MITCHELL VAIL,CO 81658 LOWDERMILK-MITCHELL MECHANICAL,LLC PO BOX 172 WOLCOTT CO,CO 81622 970.328.6324 SHAYNE@SHAYNEMITCHELL.COM Compliance:Passes using UA trade-off Compliance: 0.0% Better Than Code Maximum UA: 670 Your UA: 670 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DO ESNOTprovide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter WALL 1 LOWERLEVELABOVEGRADE:Wood Frame, 16" o.c. 1,636 28.0 0.0 0.050 71 Orientation:Front Window 1: Wood Frame:Triple Pane with Low-E 96 0.290 28 Orientation:Front Door 1: Glass 120 0.290 35 Orientation:Front WALL 2 MAIN LEVEL: Wood Frame, 16" o.c. 1,412 28.0 0.0 0.050 47 Orientation:Back Window 2: Wood Frame:Triple Pane with Low-E 188 0.290 55 Orientation:Back Door 2: Glass 281 0.290 81 Orientation:Back WALL3 UPPER LEVEL: Wood Frame, 16" o.c. 1,461 28.0 0.0 0.050 50 Orientation:Right side Window 3: Wood Frame:Triple Pane with Low-E 225 0.290 65 Orientation:Right side Door 3: Glass 243 0.290 70 Orientation:Right side ROOFASSEMBLY: Cathedral Ceiling 1,508 49.0 0.0 0.022 33 Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 1 of10 Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter SUBGRADE WALLS: Solid Concrete or Masonry 600 28.0 0.0 0.043 26 Orientation:Left side Wall height: 10.0' Depth below grade: 8.0' Insulation depth: 10.0' BASEMENT FLOOR:Slab-On-Grade:Heated 124 13.0 0.883 109 Insulation depth: 1.0' 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name -Title Signature Date Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 2 of10 REScheck Software VersionChecklist 4.6.5 Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the La building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and Complies 'Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable U.' Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. AP 302.1, Heating and cooling equipment is Heating: Heating: Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: y, Manual J or other methods [Not Observable Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FO RESTRESCHECK.rck Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- : R- ❑Complies See the Envelope Assemblies [FO1P ❑ Unheated ; ❑ Unheated ❑Does Not table for values. 0 ❑ Heated ❑ Heated [Not Observable ENot Applicable 402.1.2 Slab edge insulation ft ft I❑Complies See the Envelope Assemblies [F03]' depth/length. ❑Does Not table for values. til [Not Observable ❑Not Applicable 402.1.1 :Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 'insulation R-value.Where interior R_ R- ❑Does Not table for values. 0 insulation is used, verification ❑Not O bservable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall EComplies Requirement will be met. [F05]1 insulation installed per EDoes Not manufacturer's instructions. [Not O bservable ,❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]i insulation depth of burial or ❑Does Not table for values. distance from top of wall. ['Not Observable ❑Not Applicable 303.2.1 'A protective covering is installed ❑Complies Exception: Requirement is [F01112 to protect exposed exterior ❑Does Not not applicable. insulation and extends a ,minimum of 6 in. below grade. ['Not O bservable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies Requirement will be met. [FO controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 4 of10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ['Not Observable [FR2]1 ENot Applicable CO 303.1.3 :U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not a ;with the NFRC test procedure or [Not Observable ;taken from the default table. 1 ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier EComplies Requirement will be met. [FR23]1 installed per manufacturer's ElDoes Not instructions. ENot Observable ❑Not Applicable 402.4.3 Fenestration that is not site built i EComplies Requirement will be met. [FR20]1 is listed and labeled as meeting 1 ❑Does Not ' AAMA/WDMA/CSA 101/I.S.2/A4401 ENot Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4. IC-rated recessed lighting fixtures EComplies Requirement will be met. [FR16 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ENot Observable ENot Applicable 403.3.1 :Supply and return ducts in attics EComplies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= [Not Observable R-6 where< 3 inches. Supply and return ducts in other portions of ENot Applicable ;the building insulated >= R-6 for ;diameter >= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as EComplies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not LQ' [Not Observable ❑Not Applicable 403.4 'HVAC piping conveying fluids R- R- EComplies Requirement will be met. [FR17] above 105°F or chilled fluids ❑Does Not Le below 55 °F are insulated to >_R- [Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ' ❑Not Observable ❑Not Applicable 403.5.3 :Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ['Not Observable EINot Applicable 403.6 ;Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. [Not O bservable E Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 5 of10 U High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled Complies Requirement will be met. [IN13]2 'or the installed R-values ElDoes Not V provided. [Not Observable ❑Not Applicable 402.1.1, :Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood :❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ['Not Observable [IN3]1 ;exterior,the exterior insulation �, 'requirementapplies(FR10). III Steel ❑ Steel Not Applicable 303.2 Wall insulation is installed per EComplies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not [Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ['Not Observable 402.2.6 [F11]1 ENot Applicable 303.1.1.1,'Ceiling insulation installed per EComplies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. [Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable EComplies :Exception: Requirement is [F122] insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. [Not Observable ENot Applicable 402.2.4 Attic access hatch and door R- R- EComplies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ENot Observable E Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = EComplies Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ['Not Observable ❑Not Applicable 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 EComplies Requirement will be met. [F14]1 1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100ft2 without air :handler @ 25 Pa. For rough-in [Not O bservable :tests,verification may need to ENot Applicable occur during Framing Inspection. 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 EComplies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not :either:Rough-in test:Total :leakage measured with a [Not O bservable pressure differential of 0.1 inch:pressure Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. I 403.3.2.1 :Air handler leakage designated EComplies 'Requirementwill be met. [F124]1 :by manufacturer at <=2% of ❑Does Not design air flow. [Not Observable ❑Not Applicable 403.1. Programmable thermostats EComplies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ['Not O bservable :code specifications. ENot Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [F110]2 on heat pumps. ❑Does Not not applicable. E Not O bservable ❑Not Applicable 11403.5. Circulating service hot water ❑Complies Requirement will be met. systems have automatic or ❑Does Not accessible manual controls. [Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system' Complies Requirement will be met. [F125]2 fnot d •EDoes Not HVACans equipmentpart of meettestedanefficacylistedand air flow limits. ❑Not Observable ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ['Not Observable temperature based on outdoor ❑Not Applicable ;temperature. 403.5.1.1 I Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply [Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal , for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 :Electric heat trace systems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not O bservable heat tracing to maintain the ENot Applicable desired water temperature in the piping. , 403.5. Water distribution systems that ' ❑Complies Requirement will be met. [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ['Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water :system. Pumps have controls IIIthat manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units EComplies Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat [Not O bservable Irecovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water j heat recovery units< 2 psi for -1 individual units connected to three or more showers. 404.1 75% of lamps in permanent ❑Complies Requirement will be met. [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ['Not Observable lighting. ,❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light. ❑Does Not not applicable. ' ['Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 : ElDoes Not , [Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [F118]3 i mechanical and water heating ❑Does Not systems have been provided. • [Not Observable , ,❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title:VENERABLE RESIDENCE Report date: 08/22/18 Data filename: C:\Users\Shayhe\Documents\REScheck\0175 FORESTRESCHECK.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 28.00 Floor 13.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass &Door Rating U-Factor SHGC Window 0.29 0.20 Door 0.29 0.20 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: 1111 11=1 Name: Date: Comments 1 „ ,/ Boulder Environmental Inc. 2400 Broadway St.,Unit B,Boulder,CO 80304 Phone:(303)382-1175 Fax: 1 (866)699-4121 March 29, 2018 Paragon Homes Ed Venerable Ed@paragonhomesdenver.com SUBJECT: Asbestos Survey and Bulk Sampling for Building Demolition 175 Forest Road,Vail,Colorado Dear Mr.Venerable: Attached is the report for the bulk sampling of suspected asbestos-containing materials at 175 Forest Road,Vail,Colorado. This report must be used for complete building demolition purposes only. This investigation was conducted on behalf of and for the exclusive use of Paragon Homes(client). This report and the findings herein shall not,in whole or in part,be disseminated or conveyed to any other party,nor used by any other party,in whole or in part,without prior written consent of Boulder Environmental Inc. Personnel knowledgeable of asbestos containing materials should always oversee demolition activities. Demolition work should be halted and sampling performed by a state of Colorado licensed building inspector if additional materials, which are suspected of containing asbestos, are encountered. If you have any questions regarding the contents of this report,please do not hesitate to contact us. Sincerely, V l Chris Maron Project Manager CO Building Inspector#615 1 iPage