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Home My WebLink AboutB18-0329_Approved Documents_1539358733.pdf75 South Frontage Road West, Vail, CO 81657 Office: 970.479.2139 Inspections: inspections@vailgov.com Solar Thermal / Solar Electric Systems B18-0329 Issued: 10/12/2018 TOWN OF VAIL Property Information Address: 1965 SUNBURST DR (210109103003) ( 210109103003 ) Unit #: Parcel Number: 210109103003 Legal Description: Subdivision: VAIL VALLEY 3RD FILING Lot: 11 R899269 DEC 12-01-04 Contacts Contact Type: Applicant Full Name: Rich Clubine Address: PO Box 7627 Avon 103 Williams Street Minturn, CO 81645 Phone: 9703064233 Contact Type: Property Owner Full Name: HANS G. STORR REVOCABLE TRUST Address: Phone: None Contractor Contractor Type: General Company: Active Energies Solar, LLC State License #:Phone: 970-306-4233 Project Information Project Name: Storr Residence 2018 Project Description: DC side of the 5.6kW PV installation. Fees Paid Account #: 001-0000.31111.00 - Building Solar Permit Fee Fee Amount:$500.00 Account #: 110-0000.31060.00 - Construction Use Tax Fee Fee Amount:$155.52 Account #: 001-0000.31128.00 - Will Call Fee (Building Scope)Fee Amount:$5.00 Total Paid:$660.52 Conditions CONDITIONS UNDER WHICH PERMITS BECOME VOID: If construction is not begun within 6 months from the date permit was issued. If more than 5 months elapses between inspections. If incorrect information is given on the application at the time the permit was issued. Christopher Jarecki - Town of Vail Building Official NOTICE: By issuance of this Permit the applicant agrees to comply with 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 shall forfeit all applicable fees. PERMIT FEE RECEIPT Case # B18-0329 Date Printed: 08/17/2018 TOWN OF VAIL - FEES RECEIPT Permit Summary Case Number: B18-0329 Status: Created Permit Number: Date Started: 08/08/2018 Permit Type: Solar Thermal / Solar Electric Systems Subcases Single Family Lot Number: 11 Property: 1965 SUNBURST DR (210109103003) (210109103003) Contacts Contact Type: Applicant Company Name: Active Energies Solar Full Name: Rich Clubine Address: PO Box 7627 Avon 103 Williams Street Minturn, CO 81645 Email: courtney@activeenergies.com Contact Type: Property Owner Full Name: HANS G. STORR REVOCABLE TRUST Address: Permit Fees Fee Information Account Amount Building Solar Permit Fee 001-0000.31111.00 $500.00 Construction Tax 110-0000.31060.00 $155.52 Will Call Fee 001-0000.31128.00 $5.00 Payment Information Date Paid Payment Type Amount Will Call Fee 08/17/2018 Credit Card $5.00 Paid By: - Notes: Visa - Courtney Grant Construction Tax 08/17/2018 Credit Card $155.52 Paid By: - Notes: Visa - Courtney Grant Building Solar Permit Fee 08/17/2018 Credit Card $500.00 Paid By: - Notes: Visa - Courtney Grant FEE TOTAL $660.52 AMOUNT PAID $660.52 BALANCE DUE $0.00 08/17/2018 - 11:38:58 AM - Generated by: dcouch75 South Frontage Road West, Vail, Colorado 81657 1 / 1 Page 1 of 1 17 July 2018 Design Review Board Town of Vail 75 South Frontage Road Vail, Colorado 81657 RE: DRB 18-0181 1965 Sunburst Drive – R9 Change to Approved Plans - Narrative Dear board members, Our client would like to add Solar Energy Devices to the roof of her home as follows and pursuant to section 14-10-5 (H) of the guidelines. • The solar panels will be mounted parallel to and a few inches above the roof plane of the new porch roof • Because of the heavy solar shading caused by Vail Mountain to the south in winter, the panels are optimized for summer collection aligned with the lower slope roof • The panel array has been designed and will be installed by Active Energies in Minturn • The panels are integrated into the design • No panels encroach on setbacks, overhangs or ridges and building height • The proposed panels are uniformly black in color We believe this panel installation complies with the town code and will allow the reduction in energy impact for this home. Sincerely, Sincerely, Brian Sipes, AIA, LEED AP Sipes Architects Solar Invoice Date 8/16/2018 Invoice # 11026-F Customer Evans Chaffee Construction Group 77 Metcalf Rd # 301 Avon, CO 81620 PO Box 7627 Avon, CO 81620 Terms Due on receipt Project Storr Residence - 1965 Sunburst Balance Due Payments/Credits Description Quantity Amount Design and Installation 1 4,180.00 Permitting and Fees 1 973.00 Equipment - Panels 1 7,898.00 Equipment - Inverter(s) 1 3,755.00 Equipment - Misc. 1 1,943.00 $18,749.00 $0.00 ACTION FORM Design Review Board (DRB) Department of Community Development 75 South Frontage Road West Vail, CO 81657 Tel: 970-479-2139 www.vailgov.com Project Name: Storr Residence 2018 Application Number: DRB18-0318 Application Type: Change to Approved Date Applied: 07/17/2018 Project Description: Addition of 16 roof mounted solar electrical panels (Solar Energy Devices) to the front entry porch roof in accordance with section 14-1-5 of the code. Because of the winter shadow of the mountains, these panels are oriented to maximize summer production. CONTACTS Contact Type: Applicant Full Name: Sipes Architects, Inc. (Brian Sipes) Address: PO BOX 153 PO Box 153 Minturn, CO 81645-0153 Phone: 9702361519 Contact Type: Property Owner Full Name: HANS G. STORR REVOCABLE TRUST Address: Phone: None Project Address: 1965 SUNBURST DR (210109103003) (210109103003) Job Site Location: Legal Description: Subdivision: VAIL VALLEY FILING 3 Lot: 11 Block:No Data Parcel Number: 210109103003 BOARDS/STAFF ACTION Motion By: Action: Staff Approved Second By: Vote: Date: 07/26/2018 Conditions: - Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. - Design Review Board approval does not constitute a permit for building. Please consult with Town of Vail building personnel prior to construction activities. - Design Review Board approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3 Appeals. - No changes to these plans maybe made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Planner: Justin Lightfield Page 4 of 4 8/8/2018P.O. Box 7627, Avon, CO 81620 | P: 970.306.4233 | F: 866.403.3485 | www.activeenergies.com Technical Datasheets R A HILTI GROUP COMPANY Pub 110818-1td V1.0 August 2011 SolarMount Technical Datasheet SolarMount Module Connection Hardware .................................................................. 1 Bottom Up Module Clip.................................................................................................1 Mid Clamp ....................................................................................................................2 End Clamp ....................................................................................................................2 SolarMount Beam Connection Hardware ......................................................................3 L-Foot ...........................................................................................................................3 SolarMount Beams ..........................................................................................................4 • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: ~0.031 lbs (14g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one ¼”-20 ASTM F593 bolt, one ¼”-20 ASTM F594 serrated flange nut, and one ¼” flat washer • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Φ Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Bottom Up Clip Beam Washer (hidden..see note*)Nut Bolt Dimensions specified in inches unless noted Y X 1 Technical Datasheets R A HILTI GROUP COMPANY • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: ~0.058 lbs (26g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac ¼”-20 T-bolt and one ¼”-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac ¼”-20 T-bolt and one ¼”-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Φ Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 SolarMount Mid Clamp Part No. 302101C, 302101D, 302103C, 302104D, 302105D, 302106D Mid Clamp Serrated Flange Nut Bolt Y X Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, Φ Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X± 142 (630) 52 (231) 2.72 79 (349) 0.555 SolarMount End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003D, 302004C, 302004D, 302005C, 302005D, 302006C, 302006D, 302007D, 302008C, 302008D, 302009C, 302009D, 302010C, 302011C, 302012C Beam End Clamp Bolt Serrated Flange Nut Beam Dimensions specified in inches unless noted Dimensions specified in inches unless noted Y X 2 Technical Datasheets R A HILTI GROUP COMPANY SolarMount Beam Connection Hardware • L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight: varies based on height: ~0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • For the beam to L-Foot connection: • Assemble with one ASTM F593 ⅜”-16 hex head screw and one ASTM F594 ⅜”serrated flange nut • Use anti-seize and tighten to 30 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method SolarMount L-Foot Part No. 304000C, 304000D Beam L-Foot Bolt Serrated Flange Nut Dimensions specified in inches unless noted Y X Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Φ Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 3 Technical Datasheets R A HILTI GROUP COMPANY Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in² 0.676 1.059 Section Modulus (X-Axis) in3 0.353 0.898 Section Modulus (Y-Axis) in3 0.113 0.221 Moment of Inertia (X-Axis) in4 0.464 1.450 Moment of Inertia (Y-Axis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 1.316 .387 2.500 .750 SLOT FOR T-BOLT OR 1 4" HEX HEAD SCREW 2X SLOT FOR BOTTOM CLIP SLOT FOR 38" HEX BOLT SLOT FOR T-BOLT OR 14" HEX HEAD SCREW 1.385 SLOT FOR BOTTOM CLIP SLOT FOR 38" HEX BOLT 1.875 3.000 1.207 1.728 SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted Y X Y X 4 About Solaria Established in 2000, The Solaria Corporation has created one of the industry’s most respected IP portfolios, with over 100 patents encompassing materials, processes, applications, products, manufacturing automation and equipment. Headquartered in Fremont, California, Solaria has developed a technology platform that unlocks the potential of solar energy allowing it to be ubiquitous and universally accessed. Achieving up to 19.4% efficiency, Solaria PowerXT solar modules are one of the highest power modules in the residential solar market. Compared to conventional modules, Solaria PowerXT modules have fewer gaps between the solar cells; this leads to higher power and superior aesthetics. Solaria PowerXT residential modules are manufactured with black backsheet and frames, giving them a striking appearance. Developed in California, Solaria’s patented cell cutting and module assembly takes processed solar wafers and turns them into PowerXT solar modules. The process starts by creating a highly reliable PowerXT cell where busbars and ribbon interconnections are eliminated. Solaria then packages the cells into the PowerXT solar module, reducing inactive space between the cells. All of the above leads to an exceptionally efficient solar module produced in a cost effective manner. Higher Efficiency, Higher Power Solaria PowerXT modules achieve up to 19.4% efficiency; conventional modules achieve 15% – 17% efficiency. Solaria PowerXT modules are one of the highest power modules available. Lower System Costs Solaria PowerXT modules produce more power per square meter area. This reduces installation costs due to fewer balance of system components. Improved Shading Tolerance Sub-strings are interconnected in parallel, within each of the four module quadrants, which dramatically lowers the shading losses and boosts energy yield. Improved Aesthetics Compared to conventional modules, Solaria PowerXT modules have a more uniform appearance and superior aesthetics. Durability and Reliability Solder-less cell interconnections are highly reliable and designed to far exceed the industry leading 25 year warranty. The Solaria Corporation 6200 Paseo Padre Parkway, Fremont, CA 94555 P: (510) 270-2500 www.solaria.com Copyright © 2017 The Solaria Corporation Product specifications are subject to change without notice. Rev 1E 12-21-2017 Solaria PowerXT®-350R-PD | Solaria PowerXT®-345R-BD Solaria PowerXT® | Residential The Solaria Corporation 6200 Paseo Padre Parkway, Fremont, CA 94555 P: (510) 270-2500 www.solaria.com Copyright © 2017 The Solaria Corporation Product specifications are subject to change without notice. Rev 1E 12-21-2017 Solaria PowerXT®-350R-PD Solaria PowerXT®-345R-BD Performance at STC (1000W/m2, 25° C, AM 1.5) Solaria PowerXT- 340R-BD 345R-BD 345R-PD 350R-PD Max Power (Pmax) [W] 340 345 345 350 Efficiency [%] 18.8 19.1 19.1 19.4 Open Circuit Voltage (Voc) [V] 46.9 47.1 46.9 47.1 Short Circuit Current (Isc) [A] 9.36 9.40 9.46 9.49 Max Power Voltage (Vmp) [V] 38.6 38.9 38.5 38.8 Max Power Current (Imp) [A] 8.79 8.88 8.93 9.02 Power Tolerance [%] -0/+3 -0/+3 -0/+3 -0/+3 Performance at NOCT (800W/m2, 20°C Amb, Wind 1 m/s, AM 1.5) Max Power (Pmax) [W] 252 255 255 259 Open Circuit Voltage (Voc) [V] 44.1 44.3 44.1 44.3 Short Circuit Current (Isc) [A] 7.58 7.61 7.66 7.69 Max Power Voltage (Vmp) [V] 35.5 35.8 35.4 35.7 Max Power Current (Imp) [A] 7.03 7.10 7.15 7.22 Temperature Characteristics NOCT [ºC] 45 +/-2 Temp. Coeff. of Pmax [% / ºC] -0.39 Temp. Coeff. of Voc [% / ºC] -0.29 Temp. Coeff. of Isc [% / ºC] 0.04 Design Parameters Operating temperature [ºC] -40 to +85 Max System Voltage [V] 1000 Max Fuse Rating [A] 15 Bypass Diodes [#] 4 Mechanical Characteristics Cell Type Monocrystalline Silicon Dimensions (L x W x H) 1621mm x 1116mm x 40mm Weight 21 kg / 46 lbs Glass Type / Thickness AR Coated, Tempered / 3.2mm Frame Type Anodized Aluminum Cable Type / Length 12 AWG PV Wire (UL) / 1000mm Connector Type Amphenol H4 (MC4 compatible) Junction Box IP67 / 4 diodes Front Load (UL 1703) 5400 Pa / 113 psf Rear Load (UL 1703) 3600 Pa / 75 psf Certifications / Warranty Certifications UL 1703/IEC 61215/IEC 61730/CEC Fire Type (UL 1703) 1 Power & Product Warranty 25 years* * Warranty details at www.solaria.com Packaging Stacking Method Horizontal / Palletized Pcs / Pallet 25 Pallet Dims (L x W x H) 1685 x 1150 x 1230 mm Pallet Weight 590 kg / 1300 lbs Pallets / 40-ft Container 28 Pcs / 40-ft Container 700 Authorized Dealer 0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 20 25 30 35 CURRENT (A)VOLTAGE (V) 1000W/m2 800W/m2 600W/m2 400W/m2 200W/m2 40 45 50 40 [63.8in±.2] 1621mm±5 [1in] 25mm [5.8in]148mm [5.8in]148mm [43.9in±.2] 1116mm±5 [1in] 25mm [35.43in] 900mm [15.04in] 382mm 4.5mm [0.18in] THRU ALL 4X GROUND 'A' 7mm [0.276in] X 10mm [0.394in] 4X MOUNTING SLOTS 'B' A B NEGATIVE (-) 1000 (3.3 ft) POSITIVE (+) 1000 (3.3 ft) B B B A AA MOUNTING SLOT [.3in]7mm [.4in] 10mm [1.57in] 40mm [.07in] 1.7mm [1.38in]35mm [.39in] 10mm IV Curves (350W Module)