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5850 W. 39th Place
City of Wheat Ridge Residential Solar PERMIT - 201802884 PERMIT NO: 201802884 ISSUED: 01/07/2019 JOB ADDRESS: 5850 W 39th P1 EXPIRES: 01/07/2020 JOB DESCRIPTION: Install 12 - 255 kw solar pv modules to 12 micro -inverters and related electrical switch gear; total system size: 3.06 kw DC; total array is 211.7 sq ft; 15 amps , no structural modifications *** CONTACTS *** OWNER CICCONE LYNDA M SUB (720)759-8930 Kent C Lord 180198 Lord Electrical Service LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,900.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_penmt. I fu er attest that I am letally authorized to include all entities named within this document as parties to the work to be performed and t 't all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 0/ p re of -a VNER or CONTRACTOR (Circle one) 134 This permit was issued based on th-e-information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable/oie or any ordilgAce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY Date: " Wh6at id e 10 �— COMMUNiTY DEVELOPMENT ""`—' Plan/Permit # �( / Kos. Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033Plan Review Fee: U �j Office: 303-235-2855 * Fax: 303-237-8929 �f Inspection Line: 303-234-5933 v Email: permits(a)ci.wheatridge.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5850 W 39th place, Wheat Ridge, CO 80212 Property Owner (please print): William Ciccone II Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Z Architect/Engineer Architect/Engineer E-mail: Phone: Contractor: Lord Electrical Services LLC City of Wheat Ridge License #: 180198 Phone: (970) 946-7996 Contractor E-mail Address: kent@lordelectricalservices.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Scott L. Chapman phone: (843) 271-8440 CONTACT EMAIL(p/ease print): solar@rconstructlon2.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W. R. City License # 180198 W.R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL 0 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 1. The installation consists of (12)255w solar photovoltaic modules to (12) micro -inverters and related electrical switch gear as required by applicable codes and by the utility company. Total system size: 3.06 kW DC. Total array area is 211.7 sgft �� � �C,4��,c� Commercial Projects Only: occupancy Type: Construction Type: Sq. Ft./LF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 6900 ONVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR (AUTHO E RESENTATIVE) of (OWNER) (CONTRACTOR) DATE: 10/19/2018 Signature (first and last name): Printed Name: Kent Lord DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer BUILDING DEPARTMENT COMMENT. Reviewer: PUBLIC WORKS COMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE. Reviewer: Building Division Valuation: Advanced Energy Systems, LLC October 24, 2018 ao City of Wheat Ridge Building Department 7500 W 29th Ave Wheat Ridge, CO 80033 1428 South Humboldt Street Denver, CO 80210 303-777-3341 tolsen@windtechnology.com Subiect: Structural Analvsis for Incarnation 6-plex Solar Systems, 5850 W 391' P1 Wheat Ridge CO 80212. Dear Building Official, Advanced Energy Systems has reviewed the structural design for the roof -mounted solar system at the subject location with the following code requirements, conditions, and material specifications: • AHJ: City of Wheat Ridge, CO • Codes: 2012 IBC/IRC, ASCE 7-10, NEC 2017 • Snow Load: 30 psf • Windspeed: Nominal 105 mph, exposure C • Module: Lightway LW255(29)P; with IQ6-60-2-US inverters • Array Layout: 12 in portrait south -facing on flat roof • Rack Model: EcoFoot2 system attached 5 places with U-Anchor2400 and 3.5" Ti uFast # 14 This letter incorporates the following design and engineering documents: • "5850_6plex_rev6.pdf' • "AES-PE-Stamp-PV-Structural-rEnergy2-Incarn-6plex-5850 2018-10-23.xlsx" This letter refers to, but does not cover, the following documents which are covered by others: • UniRac specifications, installation manual, and engineering • GreenFasten/EcoFasten specifications, installation manual, and engineering • Ecolibrium Ecofoot2 engineering: '65850 w 39th pl Attached report.pdf', "5850 w 39th pl _Full Eng Report.pdf', "5850 W 39th pl.pdf', "Ecofoot2PIUS_Attachment Installation Instructions-vl.l.pdf' I have reviewed the structural system design to the specifications and conditions noted herein: The existing roof is adequate to support this system without additional reinforcement. The Ecofoot2 system requires 2 fasteners per U -anchor into joists; and must use inside holes of L -feet for both strut and anchor. The installation shall conform to this letter and all manufacturer specifications and instructions. Any deviations mustbeapproved in writing by our office. Please feel free to contact our office with any questions. Sincerely, Timothy L Olsen, PE, President Colorado PE #29136; NABCEP 4051112-135 Clean energy for a healthy planet! A-0 o ✓%/a .tea a %ocIt,y o �. Of. • Wheal Rigga ............. Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System Design Criteria Contractor Project Name Address t City, State, Zip Elevation, ft ¢ �' Solar ReferenEes, t t 7, Building References. AH1 Applicable Codes Occupancy Category Exposure Wind Speed, ASCE 2010, 2005 (V05=V10/1.291) Ground Snow Load Roof Snow Load Roof Live Load Summary Result (Pass/Fail/Upgrades Needed) Gravity Loadin); Roof snow Load Calculations 10/24/2018 rEnergy2, LLC InCarnation: 6plex - Joists 5850 W 39th PI Wheat Ridge, CO 80212 5440 rEnergy2, LLC Project photos and notes G1 Wheat Ridge, CO�'�G�'�`�f`d ��°•l `, 2012 IBC/IRC, ASCE 7-10, and 2010 NDS 105.0 81.3 mph p 30.0 psf �Agz cOoocoo�•3, :, `� 30.0 psfVyj 20.0 psf PASS: 2 fasteners per U -anchor into joists; must use inside holes of L -feet for both strut and anchor Pg = Ground Snow Load 30.0 psf Lightway LW255(29)P Ce = Exposure Factor 1.00 Ibf (ASCE7: Table 7-2) Ct = Thermal Factor 1.20 in (ASCE7: Table 7-3) Is = Snow Importance Factor 1.00 in (ASCE7: Table 7-4) Pf = Flat Roof Snow Load (0.7*Ce*Ct*Is*Pg) 25.2 psf (ASCE7: Eq 7.3-1) Cs = Slope Factor 1.00 Portrait (ASCE7: Fig 7-2) Ps = Sloped Roof Snow Load (Cs*Pf) 30.0 psf (ASCE7: Eq 7-2) DL Adjusted for Slope (from below) 30.00 psf Ecofoot 2+ PV Road Load Module Weight 41.0 Ibf Lightway LW255(29)P Inverter/Optimizer Weight 2.8 Ibf Enphase IQ6-60-2-US Length 64.6 in ✓ width 39.0 in (EPDM 60, Insulation) Total Modules 12 psf Glass mat faced gypsum, 5/8" thick ✓ # Modules This Array / Smallest Grouping; Orientation 12 Portrait (2x4:1.276; 2x6:2.005; 2x10:3.3 plf) ✓ Modules & Inverters 2.50 psf (1/2" Drywall) ✓ Racking System 0.76 psf Ecofoot 2+ 0.00 psf 32 Ibf pavers, one per module Ballast Total PV DL 3.26 psf DL Adjusted for Slope (from below) 3.26 psf J Roof Dead Load 2x4 (wood: 35 Ibm/tuft) ✓ Nominal size ✓ Spacing 24 in, OC ✓ Shingle/Tile/Metal Cover: 0.75 psf (EPDM 60, Insulation) 3.00 psf Glass mat faced gypsum, 5/8" thick ✓ Roof Sheathing 0.64 psf (2x4:1.276; 2x6:2.005; 2x10:3.3 plf) ✓ Rafters Vaultd Ceiling 0.00 psf (1/2" Drywall) ✓ celaneous 0.30 psf (felt paper, sheet insulation) ✓ Total Roof D 4.69 psf DL Adjor Slope (from below) 4.69 psf mea 0 Page 1 of 3 �uildin9o� Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System Wind Calculations (ASCE 7 Components and Cladding) Input Variables Wind Speed Exposure Category Roof Shape Roof Pitch Mean Roof Height Effective Wind Area (of array) Least Horizontal Dimension Dimension a Design Wind Pressure Calculations Kz (Exposure Coefficient) Kzt (topographic factor) Kd (Wind Directionally Factor) I Importance Factor V (Design Wind Speed) Velocity Pressure (qz = 0.00256 * Kz * Kzt * Kd * VA2 *1) 105 mph C (ASCE7: Fig. 6-4) Gable Figure 6-11B 0.0 degrees 20.0 ft 210.0 sqft 35.0 Lag Screws, >= 1/4" Dia 3.5 ft 10/24/2018 0.90 (ASCE7: Table 6-3) 1.00 (ASCE7: Fig. 6-4) 0.85 (ASCE7: Table 6-4) 1.00 (ASCE7-5 Only, not 7-10: Table 6-1) 105.0 mph 21.59 psf (Eq 6-15) Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Down (+) X Standoff Spacing (ft) 3.25 Ibf/in 3.25 3.25 3.25 ✓ Y Standoff Spacing (ft) 5.38 Lag Screws, >= 1/4" Dia 5.38 5.38 5.38 ✓ Tributary Area for Mounting Foot (sqft) 17.5 Wheat 17.5 17.5 17.5 External Pressure Coef, GCp (ASCE7 Fig 6-11,12,13,14) -0.38 -0.38 -0.38 0.60 Wind Uplift Pressure (psf): P = max [10, qz*(GCp)]* -8.10 -8.10 -8.10 12.90 Footing Uplift (Ibf, negative up) -142 -142 -142 226 PV Dead Load Point Load 57 - 57 57 57 Total: Governing Load Combo (Up) = 0.6(D + W) -51 -51 -51 (IBC 1605.3) Tilt Leg Factor from U-Bulider 1.0 *(Ecolibrium Solar EcoCalcs) Standoff Uplift Check Maximum Design Uplift 51 Ibf Number of Standoffs per Module 0.3 Design Uplift per Standoff 152 Standoff Uplift Capacity 231 Ibf GreenFasten GF1: L -Foot ✓ Reserve Safety Factor 1.52 (> 1.0) Fastener Pullout Capacity Check Number of Fasteners per Standof 1 use 2 fasteners due to moment ✓ Maximum Design Uplift per Fastener 152 Fastener 3.5 TrueFast#14 ✓ Embedment Depth 2.5 in ✓ Joist Specific Gravity, G 0.49 ✓ Fastener Diameter, D 0.242 in Withdrawl, W = 1800GA(3/2)DA(3/4) 213 Ibf/in Lag Screws, >= 1/4" Dia Withdrawl, W = 2850GA(2)D 166 Ibf/in Wood Screws City Withdrawl 533 Ibf Lag Screws, >= 1/4" Dia of, Withdrawl 414 Ibf Wood Screws Wheat Reserve Safety Factor 2.72 (> 1.5) ;Z .ag@ � / �O� Page 2 of 3 9 %-% Dil Advanced Energy Systems LLC r ce' °��� %'; 10/24/2018 Structural Loads for PV Roof -Mount System ° �9 A °Ooe°o�° �Sf1 Top Chord Bending Analysis 2x4 24 in OC Width * Height Input Variables Uniform inA2 Point at Foot (P) 6.3 Dead Load, Roof 4.7 psf 82 Ibf Dead Load, PV 3.3 psf 57 Ibf Snow Load 30.0 psf 525 Ibf Wind Load 12.9 psf 226 Ibf Load Combo D + S 37.9 psf 664 Ibf Load Combo D + 0.6W 15.7 psf 274 Ibf Load Combo D + 0.75(0.6W+S) 31.1 psf 544 Ibf Governing Load Combo (IBC 1605.3) 37.9 psf 664 Ibf Rafter Top Chord Properties Nominal Size, Spacing 2x4 24 in OC Width * Height 1.5 3.5 inA2 Max Span of Top Chord between Supports, L 6.3 ft linear weight, total: w 123.3 Ibf/ft Lumber Sp/Gr DF -N Reference Bending Stress, Fb 2400 psi (per NDS Supl Table 4A) Reference Shear Stress, Fv 150 psi (per NDS Supl Table 4A) Modulus of Elasticity, E 2000000 psi (per NDS Supl Table 4A) Area Moment of Inertia, 1 5.36 inA4 Section Modulus, S 3.06 inA3 Area, A 5.25 inA2 Check Bending Stress Adjusted Allowable Bending Stress: (NDS Table 4.3-1 & Supl 4A Factors) Fb' (psi) = Fb x Cd x Cf x Cr Applied Moment: M = PL/8 Applied Moment: M = wLA2/24 Max Applied Moment, M Actual Bending Stress = M / S Reserve Safety Factor rhPck Shear Cd (duration) Cf (size) Cr (repetitive) 1.00 1.5 1.15 4140 psi 519 ft-Ibf (Point load at center, fixed -fixed) 201 ft-Ibf (Distributed load, fixed -fixed) 6224 in-Ibf 2032 psi 2.04 (> 1.0) Adjusted Allowable Shear Stress, Fv' (psi) = Fv x Cd 150 psi Maximum Shear: V = w * L/2 385 Ibf Actual Shear Stress = V / A 73 psi Reserve Safety Factor 2.04 (> 1.0) Check Deflection Allowable Deflection (Total Load) = 12*L/180 0.417 in Applied Deflection (Total Load) _ (P*LA3) / (192*E*I) 0.136 in Applied Deflection (Total Load) _ (1*wLA4) / (384*E*I) 0.079 in Max Applied Deflection 0.136 in Reserve�rSa ty Factor 3.06 (> 1.0) a�e r o y BUild�n�O Page 3 of 3 (Point load at center, fixed -fixed) (Distributed load, fixed -fixed) II Size Cf 2x4 1.5 2x6 1.3 2x8 1.2 2x10 1.1 2x12 1.0 ELECTRICAL DATA @ STC Peak Power Pmax W 26o 255 250 245 240 235 Power tolerance APmax W Cable 4mm' PV cable, 9oomm/rzoomm 0,+5 MC4 compatible 20 Pallets per 40' container Voltage at Pmax_Vmpp V 30.25 30.10 29.95 29.80 29.65 29.50 Current at Pmax Impp A 8.61 8.48 8.36 8.24 8.11 7.98 Open CircuitVoltage_Voc V 37.95 37.88 37.8 37.50 37.40 37.30 Short Circuit Current_lsc A 9.o6 8.90 8.78 8.69 8.56 8.45 Module Efficiency_r) 6.26 15.92% 15.61% 15.30 15.00% 14.69% 14.39% Values at standard test condition STC: air mass AM 1.5, irradiance 1000W/m', cells temperature 25 L, FI r-rTRICAI_ DATA a NOCT Nominal operating cell temperature NOCT: irradiance 80oW/mx, amutent temperature 20 k-, jino speea 1m/s TEMPERATURE RATING Unit:mm Nominal operating cell temperature(NOCT) C 45+-2 Temperature Coefficient of Pmax %/C -0.4204 Temperature Coefficient of Isc %/C o.o654 TemperatureCoefficlentofvoc %/C •0.3215 Max. Mechanical load 540oPa Cable 4mm' PV cable, 9oomm/rzoomm Connector MC4 compatible 20 Pallets per 40' container 28 28 Packing box dimension(LxWxH) 170011150x1040mm 1700x1150xt040mm Peak Power_Pmax W 192 188 185 180 176 173 Voltage at Pmax_Vmpp V 28.46 28.42 28.28 27.94 27.77 27.59 Current at Pmax Impp A 6.73 6.63 6.53 6.45 6.35 6.26 Open Circuit Voltage Voc V 35.09 35.04 34.9 34.61 34.50 3439 Short Circuit Current Isc A 7.34 7.21 7.12 7.04 6.94 6.85 Nominal operating cell temperature NOCT: irradiance 80oW/mx, amutent temperature 20 k-, jino speea 1m/s TEMPERATURE RATING Unit:mm Nominal operating cell temperature(NOCT) C 45+-2 Temperature Coefficient of Pmax %/C -0.4204 Temperature Coefficient of Isc %/C o.o654 TemperatureCoefficlentofvoc %/C •0.3215 MAXIMUM RATING Max. System voltage 1000Vdc Operating Temperature -40-.85C Max. Series Fuse Rating 15A Max. Reverse Current 15A Max. Mechanical load 540oPa CONSTRUCTION MATERIALS Solar cells 6o-multicrystalline silicon cells,156mm*156mm Glass 3.2mm low -iron tempered glass Encapsulant ethylene vinyl acetate(EVA) Frame anodized aluminium alloy(Silver) Junction Box xIP65 rated, 3/6 diodes Cable 4mm' PV cable, 9oomm/rzoomm Connector MC4 compatible GENERAL DATA Module Dimension L.W-H 1650x99Ox4Omm 1650x99Ox5Omm Weight 19kg 2okg PACKING Modules per pallet 26 20 Pallets per 40' container 28 28 Packing box dimension(LxWxH) 170011150x1040mm 1700x1150xt040mm Qmenl(A) 6Nwln1° 400eAn' 2MMn? a s 1a 1s m 1s m ss tl VoltageM WIN, Q F�y section view Qment(A) 10 B 8 5 -------------- 4 -________________ _ _ _ x ---------------------- - - Voltage(V) a Voltage(Vj 0 10 ]0 ]0 tl MKT -20130826 Data Sheet Enphase Microinverters Enphase IQ 6 and IQ 6+ Microinverters U� To learn more about Enphase offerings, visit The high-powered smart grid -ready Enphase IQ 6 Micro'M and Enphase IQ 6+ Micro'"' dramatically simplify the installation process while achieving the highest efficiency for module -level power electronics. Part of the Enphase IQ System, the IQ 6 and IQ 6+ Micro integrate seamlessly with the Enphase IQ Envoy"', Enphase Q Aggregator TM Enphase IQ Battery'M, and the Enphase Enlighten T11 monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple Faster installation with improved two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with fixed power factor, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles Meets CA Rule 21 (UL 1741 -SA) * The IQ 6+ Micro is required to support 72 -cell modules n ENPHASE. Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) IQ6-60-2-US IQ6PLUS-72-2-US Commonly used module pairings' 195 W - 330 W + 235 W- 400 W + Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48V 62V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16V -48V 16V -62V Min/Max start voltage 22 V / 48 V 22 V / 62 V Max DC short circuit current (module Isc) 15A 15A Overvoltage class DC port II II DC port backfeed under single fault 0 A 0 A PV array configuration 1 x 1 ungrounded array; No add tional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 6 Microinverter IQ 6+ Microinverter Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal (L -L) voltage/range2 240 V / 211-264 V 208 V 183-229 V 240 V / 211-264 V 208 V / 183-229 V Maximum continuous output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A (L -L) branch circuit 16 (240 VAC) 13 (240 VAC) 14 (208 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor (adjustable) 0.7 leading ... 0.7 lagging 0.7 leading ... 0.7 lagging EFFICIENCY @240 V @208 @240 V @208 V - _ CEC weighted efficiency 97.0% -97.0 °/ _ 97.0 °, 97.0% MECHANICAL DATA Ambient temperature range -40°C to +65°C Relative humidity range 4% to 100% (condensing) Connectortype MC4locking type Dimensions (WxHxD) 219 mm x 191 mm x 37.9 mm (w thout bracket) Weight 1.29 kg (2.84 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double -insulated Environmental category/ UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlig ten monitoring options Compatible with Enphase IQ En toy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com @ 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enp ase Energy, Inc. E N P H A► S E 2018-01-25 I Product Data Sheet DL 221 RB Safety Switch , 30A, Non -Fusible, 2 -Pole F3 0-1 G21 --ARE I7 b Schneider Eicct,ic List Pr $177.00 USD Availa ility Stock Item: This item is normally stocked in our distribution facility. Technical Characteristics Number of Poles 2 -Pole Terminal Type Lugs Type of Duty Gener I Duty Maximum Voltage Rating 240VP C Wire Size #14 to #8 AWG(AI/Cu) Action Single Throw Ampere Rating 30A Approvals UL Lis ed File Number E2875 Enclosure Rating NEM 3R Enclosure Type Rainp oof and Sleet/Ice proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non -F sible Mounting Type Surface Shipping and Ordering Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785 01490340 Package Quantity 1 Weight 4.62 It s. Availability Code Stock tem: This item is normally stocked in our distribution facility. Returnability Y Country of Origin MX As standards, specifications, and designs change from time to time, 1please ask for confirmation of the information given in this document. Generated: 06/30/2010 15:15:03 © 2010 Schneider Electric. All rights reserved. + neider rElectric 6/18/2018 h�MILBANK' ENE11.1-1.11-i Milbank - 04801 -XL -5T9 5 Terminal Ringless S 9 Oclock Position SPECIFICATIONS I Brand Name Type Application Standard Voltage Rating Amperage Rating Phase Frequency Rating Size Number of Main Breakers Main Breaker Size Cable Entry Terminal https:l/www.miIbankworks.com/products/catalog/U4801-XL-5T9 -nail Closing Plate Lever Bypass 5th Terminal Milbank Ringless Meter Socket Meter Socket UL Listed;Type 3R 600 Volts Alternating Current 200 Continuous Ampere 1 Phase 60 Hertz 4.844L x 13W x19H 0 No Main Breaker Overhead or Underground Lay in 6/18/2018 Milbank - U4801 -XL -5T9 Insulati n Glass Polyester Mounting Surface Mount I I Materia G90 Galvanized Steel with Powder Coat Finish Number of Jaws 5 Terminal Bypass rovision Lever Bypass Numberof Meter 1 Position Position( s Equipment Ground Bonded Ground Strap Hub/Cl sing Plate Small Closing Plate Line Si:Wire Wire Range 6 AWG - 350 kcmil Load Side Wire Range 6 AWG - 350 kcmil Numbeof Recept cies Height Length Width 0 19 IN 4.844 IN 13 IN IMPORTA T NOTICE: Utility requirements for this equipment may vary. AliAlays consult the serving utility for their requirements prior to ordering or installing this equipment. This product must be installedby a licensed electrician. Installation of this equipment may req ire local electrical inspector approval. https://www.milbankworks.com/products/catalog/U4801-XL-5T9 1 2/2 Q�aw�Q, EcolibriumSolar` Uplift, Sliding and Seismic Calculations Explanation of Ecogoot System Calculations and Design Procedure Installer Name: 0 Project Name: Incarnation 6 Plex Project Address: 5850 W 39th PI Denver, CO 80212 Date P Calculation Explanation Key Sections: Introduction, Site Specifics and Variable Definition........................................................... Page 2 Wind Tunnel Testing, Uplift and Drag Force Calculations.................................................. Page 3 Ballast Application to Sheet S-1.0.......................................................................................... Page 5 Detailed Calculations From Table 4....................................................................................... Page 7 SEAOC PVI - 2012 - Section 4: Attached Arrays.................................................................. Page 8 Table Of Figures: Table 1: System Design Criteria............................................................................................ Page 2 Table 2: PV Module Specifics.................................................................................................. Page 2 Table 3: Calculation Inputs, Constants, and Variables........................................................ Page 3 Table 4: Ballast to Resist Uplift Calculations for the Above Address ................................ Page 4 Image 1: Aerodynamic Zones From RWDI Report.............................................................. Page 4 Table 5: Ballast to Resist Sliding Calculations....................................................................... Page 5 Image 2: Ballast to Resist Sliding Equation from RWDI...................................................... Page 5 Image 3: Example of Module and Ballast Graphical Representa ion ................................ Page 6 Image 4: Ballast Prescriptions Produced by Table 4 ......................................................... Page 6 Table 6: Seismic Design Inputs............................................................................................... Page 8 Table7: ASCE7 Inputs.................................................................................................. Page 8 Table 8: Calculation of Physical Attachment Requirements .............................................. Page 9 Image 5: Example of ballast layout with seismic attachment callouts .............................. Page 9 3rd Party Engineering Resources Rowan, Williams, Davies, & Irwin Inc (RWDI) -- Wind Tunnel Testing Per ASCE 7 / IBC Maffei Structural Engineering -- Peer Review of Wind Tunnel Testing Testing Engineers, Inc. -- Friction Testing per ASTM G115 CBC Engineers -- Professional Engineering Review and Certific ion ecolibriumsolar. com Page 1 507 Richland Ave., Athens OH 45701 740-249-1877 Uplift, Sliding, & Seismic Calculations for the Proposed Project in ction. Site �W. CO 80212 ` ' Ecolibrium Solar, ition In order to efficiently design EcoFoot2+ and EcoFoot5ip ballasted photovoltaic systems, Ecolibrium Solar makes use of a proprietary solar array design aid called "EcoCalcs". St�rting with a set of design criteria, shown here in Table 1 below, EcoCalcs utilizes methodologies laid out in the ASCE7 and SEAOC PVI/PV2 documents, and derivative building codes. Actual calculations for this project are included herein, and are accompanied by a step-by-step explanation of Ecolibrium Solar's design process. The output of EcoCalcs is a comprehensive set of ballast prescriptions, including Image 3 found on Page 5. Ballast prescriptions are applied to a proposed system Iayout'by the Ecolibrium Solar engineering team. CBC Engineers, Ecolibrium Solar's professional engineering partner, h1s reviewed and verified EcoCalcs and reviews system designs to ensure that calculations and ballast prescriptions were correctly applied. Upon successful review, CBC Engineers provides a stamped design review including relevant supporting documentation (this explanation included) and a stamped, approved ballast plan. Please note: Ecolibrium Solar and CBC engineers are not conducting a structural review of the proposed site I Below, Table 1 and Table 2 list the design criteria and Oroject details for a proposed system in Denver, CO. These values will be used throughout the remainder of this explanation. Table 1: System Design Criteria Product Line EcoFoot 2+ ASCE7 Version 17.26236378 Roof Type EPDM Membran Roof Height (ft.) 20 Roof Slope (deg) 1.00 Min Edge Setback (in) 36 Parapet Height (in.) 24 3 Sec. Gust (mph) 125 Occupancy Category II Wind Exposure 0.7 Snow Load (psf) 36.0 Seismic Data (Ss) 22.3405 Soil Site Class 21.46672006 (Coeff. Of Friction (fn)* 10.49 *req`s slip sheets Table 2: PV Module Soecifics Module Manufacturer Lightway Module Model Lw255(29)P Module Orientation 2.848680556 Module Power (w) 255 Module Length (in) 64.60 Module Width (in) 39.00 Module Weight lbs. 43.00 Utilizing the inputs from Tables 1 and 2, the factors in 'able 3 are generated for the site. This list of factors is used in various ways to fully define a proposed system according to calculations laid out in the SEAOC and ASCE documents. In the scope of this explanation, factors are used to calculate velocity pressure, qh as defined in ASCE7-05, Section 6.5.10, and ASCE7-10, Section 30.3.2, and ultimately the amount of ballast required to offset uplift and drag forces. ecolibriumsolar. com I Page 2 507 Richlarjd Ave., Athens, OH 45701 740-249-1877 Ecolibrium Solar, Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 Racking Component Weight per Module I 10.07 lbs. Ballast Block Weight 32 lbs. Asymmetric lift load Ratio (North Row) 1.4 Asymmetric lift load Ratio (South Row) 1.6 Ala= Effective Lift Area of PV Module 17.262 ftz Ada= Effective Drag Area of PV Module 2.85 ft 2 dLF1= Dead Load of Module and Attributed Racking 53.068 lbs. Roof Setback Minimum 36 in. Load Combination Factor for Wind 0.6 Load Combination Factor for Seismic 0.7 a (from ASCE7 Table 6-2 or 26.9.1)= 7 zg (from ASCE7 Table 6-2 or 26.9.1)= 1200 ft. zmin (from ASCE7 Table 6-2)= 30 ft. z selected (from zmin & inputs)= 30 ft. ......................................................................................................................................................................... ht and Exposure Kz= Adjustment Factor for Building Height 0.70 Kzt= Topographic Factor 1 Kd= Directionality Factor % 0.85 1= Importance Factor 1 Wind design load factor 0.6 Dead Load design load factor 0.6 qh= Velocity Pressure (0.00256*Kz*Kzt*Kd*V *I) 1 123.82 An explanation of variables: Asymmetric Lift Load Ratio: This is a ratio describing the leverage created by EcoFoot base dimensions, module attachment location and location of center of ballast mass. Assessed as a multiplier on top of ballast distribution scheme in Image 4. dLF1= Dead Load of Module and Attributed Racking: the weight of one module and hardware attributed to that module, not including ballast. Ala= Effective Lift Area of PV Module: The surface area of a module projected onto the horizontal plane for lift calculations. Ada= Effective Drag Area of PV Module: The surface area of a n1odule projected onto the horizontal plane for drag calculations. qh= Velocity Pressure at height "h": Calculation prescribed by ASCE7-05, eq. 6-15, and ASCE7-10, eq. 30.3-1 Wind Tunnel Testing, Uplift and kag Force Calculations Wind tunnel testing of the EcoFoot product line to determine GCn values has been conducted by Rowan Williams Davies & Irwin Inc. (RWDI), a nationally recognized boundary -layer wind tunnel test firm. Testing was conducted in accordance with ASCE7-05, section 6.6, and ASCE7-10, section 31.2. Module -specific GCn data allows for precise application of ballast to prevent uplift. Deviation from prescriptive wind GCn values has been addressed according to SEAOC FV2 via a peer review of the wind tunnel testing and results by Maffei StructurLI Engineering. GCn and qh are used to calculate the pressure exerted on each modelle via the design wind pressure equations (ASCE7- 05 — section 6.5.12.4, ASCE7-10 — section 30.4.2). Ballast required to offset uplift and drag forces (BWUz) is calculated with load combination calculations from ASCE7-05/10 section 2.3.2. detailed calculations for this project are found in Table 4. Resulting required ballast BWUz is displayed graphically in Image 3. ecolibriumsolar.com Page 3 507 Richland Ave., Athens` OH 45701 740-249-1877 il Uplift, Sliding, & Seismic Calculations for the Proposed Project in kDenver, CO 80212 I EcotibriumSolar' Load Sharing Area The aerodynamic differences among different sub -se tions of a large array are handled by various calculation sections (North Corner, North Edge, E/W Edge...) and apply according to the excerpt from the RWDI report shown below in Image 1. The highlighted sections of Table 4 correspond to specific module locations, also shown in Image 4: green - the north corners, purple - the east or west edge, orangel- the deep interior. See Page 7 for expanded calculations pertaining to the highlighted sections. Ima e 1: Aerod nomic Zones from RWDI Report Aerodynamic Zone Key Plan for Table 2 Aerodynamic Zone Key Plan for Table 3 (Portrait Orientation) (Landscape Orientation) #col x inilininilin�������i® Down n onilin� 2x2 I 2x3 I I I 3x2 I 3x3 MINION #rows n®� I (1x1) pUz=Uplift design wind pressure =qh*GCnUz p$f -8.1 1-7.1 -7.4 -6.2 11.2 UO WLFUz=Uplift wind force =pUz*Ala If s. -139.8 123.4 -127.5 -106.9 DLFUz=Net ASD uplift=dLF1*0.6+WLFUz*0.6 lbs -52.0 -42.2 44.6 32.3 zo BWuz=ballast required =-DLFUz/0.6 las 86.7 ' 70.3 74.4 53.8 a) pUz=Uplift design wind pressure =qh*GCnUz psf -7.1 -5.7 - -6.4 -5.5 8.8 w WLFUz=Uplift wind force =pUz*Ala Il s -123.4 -98.7 -111.0 -94.6 t a DLFUz=Net ASD uplift = dLF1*0.6 + WLFUz*0.6 Ills -42.2 -27.4 -34.8 -24.9 z BWuz=ballast required =-DLFUz/0.6 Ills 70.3 45.6 58.0 41.5 v pUz=Uplift design wind pressure =qh*GCnUz p$f -8.1 -7.1 -7.4 -6.2 11.2 w WLFUz=Uplift wind force=pUz*Ala lbs -139.8 -123.4 -127.5 -106.9 DLFUz=Net ASD uplift = dLF1*0.6 + WLFUz*0.6 lbs -52.0 -42.2 -44.6 -32.3 BWuz=ballast required=-DLFUz/0.6 Ids 86.7 70.3 74.4 S3.8 pUz=Uplift design wind pressure =qh*GCnUz psf -7.1 -5.7 -6.4 -5.5 8.8 WLFUz=Uplift wind force =pUz*Ala Ibis -123.4 -98.7 -111.0 -94.6 �- DLFUz-Net ASD uplift = dLF1 0.6 + WLFUz 0.6 - p Ib s -42.2 -27.4 -34.8 -24.9 BWuz=ballast required=-DLFUz/0.6 Ibs 70.3 45.6 58.0 41.5 v pUz=Uplift design wind pressure =qh*GCnUz psf -8.1 -7.1 -7.4 -6.2 12.9 U WLFUz=Uplift wind force =pUz*Ala lbs -139.8 -123.4 -127.5 -106.9 DLFUz=Net ASD uplift = dLF1*0.6 + WLFUz*0.6 Ibs -52.0 -42.2 -44.6 -32.3 1°n BWuz=ballast required=-DLFUz/0.6 Ibs 86.7 70.3 74.4 53.8 pUz=Uplift design wind pressure =qh*GCnUz p�f -7.1 -5.7 -6.4 -5.5 8.8 w WLFUz=Uplift wind force =pUz*Ala Ills -123.4 -98.7 -111.0 -94.6 15 DLFUz=Net ASD uplift =dLF1*0.6+WLFUz*0.6 Ills -42.2 -27.4 -34.8 -24.9 0 ' BWuz=ballast required=-DLFUz/0.6 Ilbs 170.3 45.6 58.0 41.5 The aerodynamic differences among different sub -se tions of a large array are handled by various calculation sections (North Corner, North Edge, E/W Edge...) and apply according to the excerpt from the RWDI report shown below in Image 1. The highlighted sections of Table 4 correspond to specific module locations, also shown in Image 4: green - the north corners, purple - the east or west edge, orangel- the deep interior. See Page 7 for expanded calculations pertaining to the highlighted sections. Ima e 1: Aerod nomic Zones from RWDI Report Aerodynamic Zone Key Plan for Table 2 Aerodynamic Zone Key Plan for Table 3 (Portrait Orientation) (Landscape Orientation) ecolibriumsolar.com 1 Page 4 507 Richland Ave., Athens, OH 45701 r 740-249-1877 inilininilin�������i® ionic n onilin� MINION n®� I ecolibriumsolar.com 1 Page 4 507 Richland Ave., Athens, OH 45701 r 740-249-1877 UpId Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 84212 EcolibriumSolar, To check the amount of drag a given sub -array will experience, the equation in Image 2 is utilized - an excerpt from RWDI's test report. Each sub -array is checked for sliding, proceeding from the smallest to largest or until drag no longer governs total required ballast. Table 5 lists the calculations used to identify the total required ballast to counteract drag forces and prevent sliding. Friction values have been identified by Testing Engineers (]AS accredited) according to ASTM G115 - Standard Guide for Measuring and Reporting Friction Coefficients. Unless detailed information is available pertaining to the location of the sub -array, the roof's worst case uplift GCp are utilized in calculating drag and required ballast. Image 2: Ballast to Resist Sliding Equation Bal[ast Obl to Resist Slid[nn i +/ 1 F aD • Ballastdrag — a1v • gs - [(GC,) drag ' Adrag • i —! + IGCpI ��Ii ft • Aupt; ftl — aD • M (1b) L f1 1 Table 5: Ballast to Resist Sliding Calculation Sub -Array Module Count Total: 16 aw = Wind Load Combination Factor = 0.6 ad = Dead Load Combination Factor = 0.6 qz (qh in Table 3)= 23.82 M = dLF1 from Table 3 = 53.07 fn (also see Table 1) = 0.49 Auplift = Ala in Table 3 = 17.43 Adrag = Ada in Table 3 = 1.53 GCp-drag 1.82 GCp-uplift -0.58 Area Reduction Factor = 0.34 (GCp)�drag= 0.62 GCp uplift = 0.20 Total Required Ballast Weight (Per Image 2)= 1197.39 Wballastblock = 32 Total Required Ballast Blocks: 38 Ballast Application toll Sheet S-1.0 For easier interpretation, the results calculated in Table 4 are laid out in graphical representations of a solar array, shown in Image 4. Ecolibrium Solar engineers and drafters make use of this graphical layout when applying ballast to a given system design. As shown in Image 3, the ballast required to resist lift - BWUz from Table 4 - is listed for each module location in Image 4. A portion of each BWUz value is distributed to each of the connected ElcoFoot Bases, also detailed in Image 3 and included in Image 4. The total ballast required at each EcoFoot location is then calculated and rounded up to the next ballast block increment. Page 5 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 i ax. Ecolibrium Solar Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 Image 3: Example of Module and Ballast Graphical Representation Eco Foot 2+ Ballast Layout Break Line Eco Foot 5D Ballast out ��- (green dashed line) ~��I t /0 e % EcoFogt location with required 1 52.47 27.36 number of ballast blocks 52.47 27.36 Module, with required ballast weight "BWUz" called out mom.. �..® .........v...>....md The ballast prescription array shown in Image 4 is one Iof many similar arrays created automatically through EcoCalcs in order to address all possible array configurations. The data calculated in Table 4 was ultimately used to assign ballast to the system design in Sheet S-1.0 by Ecolibrium Solar. EcoCi Ics and the resulting ballast plan S-1.0 are reviewed by CBC Engineers for correctness and completeness. Once approved, an engineering report including Sheet S-1.0 and any supporting material (this explanation included) are stamped and sealed by a professional engineer registered in the state where the project is proposed. Image 4: Ballast Prescriptions Produced by Table 4 I rlooms 10. 86;7.4 , �@Mi' 74'.40 son 74.40 1 74.40 57.95 57.95 c I Q c 53.84 53.84 41.51 41.51 U 70.29 ��- (green dashed line) ~��I t /0 e % EcoFogt location with required 1 52.47 27.36 number of ballast blocks 52.47 27.36 Module, with required ballast weight "BWUz" called out mom.. �..® .........v...>....md The ballast prescription array shown in Image 4 is one Iof many similar arrays created automatically through EcoCalcs in order to address all possible array configurations. The data calculated in Table 4 was ultimately used to assign ballast to the system design in Sheet S-1.0 by Ecolibrium Solar. EcoCi Ics and the resulting ballast plan S-1.0 are reviewed by CBC Engineers for correctness and completeness. Once approved, an engineering report including Sheet S-1.0 and any supporting material (this explanation included) are stamped and sealed by a professional engineer registered in the state where the project is proposed. Page 6 ecolibriumsolar. com 507 Richland Ave., Athens, OH 45701 740-249-1877 Image 4: Ballast Prescriptions Produced by Table 4 86;7.4 74.40 74'.40 74.40 1 74.40 57.95 57.95 c Q c 53.84 53.84 41.51 41.51 U 70.29 53.84 531.84 a 2 _°n 53.84 53.84 53.84 41.51 L 70.29 53.84 531.84 N a nn, W -0 o X EE a, E E 53.84 53.84 53.84 41.51 "n "o 53.84 53.84 53.84 41.51 53.84 53.84 1 53.84 41.51 0 U 70.29 53.84 53.84 70.29 t2s 53.84 53.84 70.29 53.84 53.84 "qi 70.29 53.84 53.84 53.84 53.84 41.51 41.51 Q 86.74 74.40 7.40 74.40 1 57.95 57.95 NOTE: The colored module purple - the east or west locations edge, orange in Image - the deep 4 correlspond interior. See to the Page same colored areas in Table 4: green - the north corners, 7 for more detailed calculations. Page 6 ecolibriumsolar. com 507 Richland Ave., Athens, OH 45701 740-249-1877 Ecolibrium Solar Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 Detailed Calculations Frdm Table 4 North Corner Module GCn Value from RWDI report: -0.34 h value from Table 3: 23.82 Uz = Uplift design wind pressure in Z direction = h*GCn: -8.10 Psf Am = Surface Area of Module: 17.50 sgft Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sgft WLFUz=U lift wind load force in Z direction= Uz*Ala -139.81 Ibf dLF1 = Dead load of one module and attributed hardware: 53.07 Ibf DLFUz=U lift design load using ASD combo #7 = dLF1*0.6 + WLFUz*0.6 -52.04 Ibf BWuz=ballast weight required to resist wind uplift= -DLFUz 0.6 86.74 Ibf East West Edge Module GCn Value from RWDI report: -0.30 h value from Table 3: 23.82 Uz = Uplift design wind pressure in Z direction = h*GCn: -7.15 psf Am = Surface Area of Module: 17.50 sgft Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos ((Dm): 17.41 sgft WLFUz=U lift wind load force in Z direction= Uz*Ala -123.36 Ibf dLF1= Dead load of one module and attributed hardware: i 53.07 Ibf DLFUz=U lift design load using ASD combo #7 = dLF1*0.6 + WLFUz*0.6 -42.17 Ibf BWuz=ballast weight required to resist wind uplift= -DLFUz 0.6I 70.29 Ibf Interior Module GCn Value from RWDI report: -0.27 h value from Table 3: 23.82 Uz = Uplift design wind pressure in Z direction = h*GCn: -6.43 psf Am = Surface Area of Module: 17.50 sgft Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sgft WLFUz=U lift wind load force in Z direction= Uz*Ala -111.02 Ibf dLF1 = Dead load of one module and attributed hardware: 53.07 Ibf DLFUz=U lift design load using ASD combo #7 = dLF1*0.6 + WLFUz*0.6 -34.77 Ibf BWuz=ballast weight required to resist wind uplift= -DLFUz 0.6! 57.95 Ibf ecolibriumsolar.com Page 7 507 Richland Ave., Athens OH 45701 740-249-1877 Business Stream Products Renewable and Solar Technology Attn: Ben Stuart Ecolibrium Solar Inc. 340 W State St, Unit 22 Athens, OH 45701 Letter of Compliance for UL 1703 System Fire Test A TUV Rheinland PTL Type of Equipment: PV Module Mounting System Model Designation: Ecofoot2+ (black resin, Resin 2) TUV Rheinland Project Number: ELS151221 Test Requirement: UL 1703 October 2015, §31 I`2 This letter is confirmation that the Ecolibrium Solar Inc. Ecofoot2+ (black resin, Resin 2), when installed over a Class A Low Slope roof deck, has successfully completed fire testing according to UL 1703 ed. 3 R20151012,'§31.2. Congratulations on this achievement. The Ecofoot2+ (black resin, Resin 2) PV Mounting System has demonstrated compliance with a Class A Fire Rating when installed with the following PV module Fire Classification Types: • Type 1 • Type 2 Complete test results, including any necessary] mitigation measures for the fire rating, can be found in report R1-ELS151221. This correspondence may be used as a Letter I Ecolibrium Solar Inc. Ecofoot2+ has met the was used in this letter to further differentiate the product of the similar model name. This letter i; is it an authorization to mark. Sincerely, Andrew Gunnoe Fire Test Manager TOV Rheinland PTL if Compliance (LOC) indicating the -elevant system fire requirements. Resin 2 tested product from the non -tested not intended to replace a certification nor Email: agunnoe@us.tuv.com July 22, 2016 TUV Rheinland PTL Photovoltaic Testing Laboratory 2210 South Roosevelt Street Tempe, Arizona 85282 Main Phone: 480-966-1700 Main Fax; 775-314-6458 Email: info@tuvptl.com TUV Rheinland North America Holding, Inc. 1 Federal Street Boston, MA 02110 Main Phone: 617-426-4888 Main Fax: 617-426-6888 Member of TUV Rheinland Group A TOV Rheinland PTL Business Stream Products Renewable and Solar Technology Attn: Mr. Chad Parsons Ecolibrium Solar 340 West State Street Athens, OH 45701 USA UL SU 2703 Bonding Tests Completed Type of Equipment: PV Mounting System Model Designation: Ecolibrium Solar Ecofoot2+ Test Requirement: UL Subject 2703 TOV Rheinland File Number: L1-ELS130905 TOV Rheinland Project Number: ELS130905 Dear Mr. Parsons, This letter is confirmation that the Ecolibrium Solar Ecofoot2+ PV Mounting System has successfully completed electrical bonding tests according to the UL Subject 2703 standard. Congratulations on this achievement. All summary test results will be provided to you separately when the full report is completed. The final Test Report and associated Constructional Data Form (CDF) will be submitted to our certification department for final processing and subsequent listing on the TUV Rheinland Certipedia website. You may use this correspondence as an interim Letter of Compliance (LOC) indicating your system has met the relevant bonding requirements of U,L Subject 2703. Sincerely, Jack Castagna Solar Components Program Manager TOV Rheinland PTL, LLC Email: jcastagna@us.tuv .com 480-966-1700, x153 June 16, 2014 TOV Rheinland PTL Photovoltaic Testing Laboratory 2210 South Roosevelt Street Tempe, Arizona 85282 Main Phone: 480-966-1700 Main Fax; 775-314-6458 Email: info@tuvptl.com TOV Rheinland North America Holding, Inc. 1 Federal Street Boston, MA 02110 Main Phone: 617-426-4888 Main Fax: 617-426-6888 Member of TOV Rheinland Group ' —L Attachment with Strut - Instruction ,G EcotibriumSolar Strut runs North/South under PV modules, near the center of the module, placed as indicated on array layout. Strut does not connect to EcoFoot2+ Bases. Strut is attached to Roof Attachment, low or south edge of PV modules and Wind Deflector. Tip: Steps 8, 9 and 10 vary depending on which Roof Attachment you are using. Use the guidelines for your specific Roof Attachment. 1. Position Strut under and near center of PV module in line with center slots on Wind Deflector. Position Strut throughout the array as shown on array design layout. Determine which side of Strut you will install Roof Attachment. Roof Attachment can be installed on either side. 4. Slide Strut away and install Roof Attachment per manufacturer's instructions. Slide Strut back into position over Roof Attachment. 3. Place Roof Attachment within 1.5"- 4" from attachment -side edge of Strut, illustrated by green line. 6. Assemble Clamp components as Place Strut Nut into Strut channi Slide Clamp to Module Frame. Tighten Bolt to 14 ft-Ibs. lamps onto Strut and Modules. Ecofoot2Plus_Attachment_ Installation_ Instructions -v1.1 i Page 2 of 4 July 16, 2018 ecolibriumsolar.com TM Product Data - i00 EPDM Provides a positive attachment of the U -Anchor 2400 EPDM for mechanically attached or fully adhered EPDM Roof Membranes Product Description: The U -Anchor 2400 EPDM is a lightweight rooftop attachmc system comprised of a U -Anchor plate with a 3/8"-16 x 1- 3, tall stainless steel stud and a Peel & Stick EPDM Flashing. 7 U -Anchor 2400 EPDM provides a positive, watertight, manufacturer accepted attachment for mechanically attached or fully adhered EPDM roof membranes. The U -Anchor 2400 EI offers an effective expansion joint at each rooftop attachment point and minimizes stress to roof components. Advantages: * Lightweight: 8oz. (227g) Weight varies dependent upon membrane. * Installs quickly, approximate rate of 12 per man hour. * Installs on any surface from flat to vertical. * Consistent with traditional EPDM installation methods * Accepted by EPDM roof manufacturers Packaging: U -Anchor 2400 EPDM is sold as a kit including a U -Anchor 2400 EPDM and the Stick & Peel EPDM Flashing. Units sold individual,y Full box quantities: 10 units Attachment: The U -Anchor 2400 EPDM is attached by securing the U -Anchor using 2-8 approved fasteners. The U -Anchor 2400 EPDM must be adhered to the primed roof membrane using traditional EPDM installation methods. Testing, Approvals and Listings: The U -Anchor 2400 EPDM was tested in accordance with: ASCE ASTM E330-02 (2010)TAS 117B. Test reports can be requested or or through your distributor. Warranty: 10 year standard material warranty Up to 20 year material warranty available AD TM Anchor Products P.O. Box 1551 888-575-2131 Colleyville, TX 76034 w,*vw.anchorp.com Info@anchorp.com The product with l 000 uses! 11.750 R3.000 -05 lOe 11.750 o„h MADE IN THE LIS& 3/8"-16 X STU�1'37'� Patent: Search "Plate" at www.Vmarked.com Q M X 06 Cl) O O LQ W J a LU �. 09Z' � U m w 0 U w Q n 09Z' LLO': O N 0-' N p O _ 2 Oi O <� Z oQ� Q _ : O a; c �E" N a° ° Liz -- z o= 22 ? E HN `7 - £ 9' I F z:e w ffia Q 1 HIM fit Z U Z Q `.Z Z v) N LLI ¢2 D 0 w w0 1 ('011 ¢ t n p '�t PRODUCT INFORMATION TJ?UFAaVT #14 HD Roofing Fasteners TRUFAST® #14 HD Fastener is engineered to secure insulation, coverboards, base sheets and single -ply roof membrane systems to corrugated steel (16 - 22 ga.), wood, and concrete substrates. Featuring a #2 double flute self -drilling point and exclusive tapered entry thread design, they penetrate steel quickly and offer exceptional back -out resistance. Use with TRUFAST® MP -2000, MPB-2000, MPB-2400 Seam Plates; MP -3000 and MPR -3000 Insulation Plates: and BB -18F and BB -1811 Batten Bar. FM Global <S> APPROVEI) State of Florida - FL#: 4500 Material: SAE C1022, heat treated Coating: Tru-KoteT' Epoxy E -Coat Miami -Dade County CE European Technical Approval ETA 09/0375 Manufacturing Location: Bryan, OH USA LEED® Eligible Recycled Content: 20% PART LENGTH (See Chart Below) 0.438 .110 THREAD LENGTH (See Chart Below) 1 #3 PHILLIPS 0.180 MAJOR DIA. 6.237 13 THREADS/INCH #2 DRILL POINT FLAT TRUSS HEAD 6.130 HD -1500 1-1/2" 38.1 mm 1-1/2" (Full) 38.1 mm 1000/Bucket 12.9 lbs. 80,000 HD -2000 2" 50.8 mm 2"(Full) 50.8 mm 1000/Bucket 15.5 lbs. 80,000 HD -2500 2-1/2" 63.5 mm 2-1/2"(Full) 63.5 mm 1000/Bucket 19.41bs. 80,000 HD -3000 3" 76.2 mm 2-7/8" 73 mm 1000(Bucket 23.7 lbs. 80,000 HD -3500 3-1/2" 88.9 mm 2-7/8" 73 mm 1000/Bucket 26.4 lbs. 80,000 HD -4000 4" 101.6 mm 3-7/8" 98.4 mm 1000/Bucket 30.9 lbs. 80,000 HD -4500 4-1/2" 114.3 mm 3-7/8" 98.4 mm 1000%Bucket 33.6 lbs. 60,000 HD -5000 5" 127.0 mm 3-7/8" 98.4 mm 1000/Bucket 37.3 lbs. 60,000 HD -5500 5-1/2" 139.7 mm 3-7/8" 98.4 mm 1000%Bucket 40.8 lbs. 60,000 HD -6000 6" 152.4 mm 3-7/8" 98.4 mm 1000/Bucket 44.0 lbs. 60,000 HD -7000 7" 177.8 mm 3-7/8" 98.4 mm 500/Bucket 25.9 lbs. 40,000 HD -8000 8" 203.2 mm 3-7/8" 98.4 mm 500/Bucket 29.7 Ibs. 40,000 HD -9000 9" 228.6 mm 3-7/8" 98.4 mm 250/Bucket 16.6 lbs. 15,000 HD -10000 10" 254.0 mm 3-7/8" 98.4 mm 250/Bucket 18.5 lbs. 15,000 HD -11000 11" 279.4 mm 3-7/8" 98.4 mm 250/Bucket 20.1 lbs. 15,000 HD -12000 12" 304.8 mm 3-7/8" 98.4 mm 250/Bucket 22.0 lbs. 15,000 Enlarged to show detail. Form No. TF -1204 Rev. 1/15 TRUFAST� #14 HD Roofing Fasteners PERFORMANCE DATA Property Standard Average Ultimate Value Tensile Strength: ASTM F606-10 3200 Ibf. Shear Strength: NASM 1312-20 2200 Ibf. (thread zone) Corrosion Resistance: FM 4470, ASTM D6294, DIN 50018 < 15% Red Rust after 30 cycles Average Ultimate Pullout Values in Corrugated Steel Deck',Substrates Thickness 24 ga. 22 ga. 20 ga. 18 ga. 16 ga. Yield Strength 36.5 ksi 33.0 ksi 80.0 ksi 102.0 ksi 33.0 s 02.0 ksi 33.0 ksi 80.0 ksi 102.0 ksi 33.0 ksi 80.0 ksi 102.0 ksi Pullout(Ibf) 255 315 480 560 420 1 615 1 710 675 885 985 850 1115 1240 Average Ultimate Pullout Values in Wood Substrates * Ibf./in. of thread penetration, including tip. Average Ultimate Pullout Values in 3000 psi. Concrete Pullout(Ibf) 450* * Ibf./in, of thread penetration, including tip. 1 For Steel and Wood Decks: Using the #3 Phillips drive bit provided and a 0-2500 rpm screw gun, install the fastener into the deck. The fastener must penetrate the deck a minimum of 3/a'; as measured from the underside of the deck to the fastener tip. Care should be taken to orient the fastener perpendicular to the deck and not to overdrive the fastener to prevent damage to the insulation or membrane. For Concrete Decks: Pre -drill a 3/16" diameter hole using a drill bit that meets the requirement of ANSI Standard 6212.15. The hole must be a minimum of 1/2" deeper than the fastener embedment. Using the #3 Phillips drive bit provided and a 0=,1500 rpm screw gun, install the fastener to a minimum embedment of 1"until the head of the fastener is properly seated in the plate or bar. Care should be taken to orient the fasteners perpendicular to the deck and not to overdrive the fastener to prevent damage to the insulation or membrane. The performance specifications published in this TRUFAST product literature are based on controlled laboratory tests and are intended as a guideline only. They are not guaranteed in any way by the ALTENLOH, BRINCK & CO. U.S., INC. (the manufacturer), since building design, engineering, and construction, including workmanship and materials, are beyond the control of the manufacturer. The manufacturer recommends that pull-out tests be conducted to C verify the substrate provides adequate pull-out values. SINCE 1823 ALTENLOH, BRINCK & CO. U.S., INC. TRUFAST® #14 HD Roofing Fasteners are manufactured by the 02105 Williams County Rd. 12-C • Bryan, OH 43506 ALTENLOH, BRINCK & CO. U.S., INC, and aresold through leading roofing Phone: 419-636-6715 or 800-443-9602 • Fax: 419-636-1784 and building material distributors across the U.S. and Canada. Email: sales@trufast.com • www.trufast.com APA Rated OSB APA Rated Plywood SPF#2 Thickness 7/16" 1 15/32" 19/32 23/32" 15/32"' 1 19/32" 1 23/32" Pullout(Ibf) 270 1 290 310 1 410 360 1 410 1 730 795- * Ibf./in. of thread penetration, including tip. Average Ultimate Pullout Values in 3000 psi. Concrete Pullout(Ibf) 450* * Ibf./in, of thread penetration, including tip. 1 For Steel and Wood Decks: Using the #3 Phillips drive bit provided and a 0-2500 rpm screw gun, install the fastener into the deck. The fastener must penetrate the deck a minimum of 3/a'; as measured from the underside of the deck to the fastener tip. Care should be taken to orient the fastener perpendicular to the deck and not to overdrive the fastener to prevent damage to the insulation or membrane. For Concrete Decks: Pre -drill a 3/16" diameter hole using a drill bit that meets the requirement of ANSI Standard 6212.15. The hole must be a minimum of 1/2" deeper than the fastener embedment. Using the #3 Phillips drive bit provided and a 0=,1500 rpm screw gun, install the fastener to a minimum embedment of 1"until the head of the fastener is properly seated in the plate or bar. Care should be taken to orient the fasteners perpendicular to the deck and not to overdrive the fastener to prevent damage to the insulation or membrane. The performance specifications published in this TRUFAST product literature are based on controlled laboratory tests and are intended as a guideline only. They are not guaranteed in any way by the ALTENLOH, BRINCK & CO. U.S., INC. (the manufacturer), since building design, engineering, and construction, including workmanship and materials, are beyond the control of the manufacturer. The manufacturer recommends that pull-out tests be conducted to C verify the substrate provides adequate pull-out values. SINCE 1823 ALTENLOH, BRINCK & CO. U.S., INC. TRUFAST® #14 HD Roofing Fasteners are manufactured by the 02105 Williams County Rd. 12-C • Bryan, OH 43506 ALTENLOH, BRINCK & CO. U.S., INC, and aresold through leading roofing Phone: 419-636-6715 or 800-443-9602 • Fax: 419-636-1784 and building material distributors across the U.S. and Canada. Email: sales@trufast.com • www.trufast.com EcoFoot2+'M Installation Instructions Chalk lines on roof denoting two outside edges of the EcoFoot2+0 according to project drawing. Place EcoFoot2+0 Bases (A) in position. Tip: Ensure lines are square using 3-4-5 principle. Tom: As you build the array, panels will space Bases. Roughly place a few rows of Bases at a time so that they are within reach of final location. Tom: If installation requires 2 blocks or fewer on the north row, north row Bases can be turned around 180 degrees and tucked under the panel. Tom: If installation requires butyl, then butyl will be preinstalled on the bottom of the Base with protective tape. Ensure these butyl components are placed where specified in project drawing. Remove protective tape after step 6. Place Lower Clamp (B) and Upper Clamp (C) into EcoFoot2+ Base (A) as shown. Push Clevis Pin (D) completely into EcoFoot2+© Base(A) to secure Rocker. Tom: Only install Clamps where modules will rest. Refer to diagram below for correct placement and orientation of Clamps. 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The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201709154 201709154 5850 W 39th PL Permit to install 10 squares total 4/12 pitch 30 year asphalt shingle ISSUED: 11/17/2017 EXPIRES: 11/17/2018 '.15 squares flat EPDM/TPO, 2 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I amlegally authorized to include all entities named within this document as parties to the work to be m d and hat all work tto�be performed is disclosed in this document and/or its' accompanying approved plans and specifications. TR 1�i �v t /�/' 3. 4. S. gnature of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Antoinette Kulick ' - � q 15 From: no-reply@ci.wheatridge.co.us Sent: Friday, November 17, 2017 2:51 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Antoinette Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 5850 W 39th PI Property Owner Name Incarnation HOA Property Owner Phone 678-522-0163 Number (enter WITH dashes, eg 303-123-4567) 29 �q 6(0 1 1 31 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Contract for Incarnation-HOA.odf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Great Roofing and Restoration LLC. 100285 720-389-8371 Contractor Address 709 W. Littleton Blvd Suite 200 (Primary address of your business) Contractor Email Address shellyg@greatroofing.com Retype Contractor Email shellyg@greatroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 10 the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 16860.00 No Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) 30 both? (check all that apply) What is the pitch of the 1:12 FLAT roof? How many squares are 7.15 part of the FLAT roof? Describe the roofing EPDM material for the FLAT roof: Type of material for the TPO/EPDM FLAT roof: What is the specific pitch 4:12 of the PITCHED roof? How many squares are 2 part of the PITCHED roof? Describe the roofing 30 Yr materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will 31 be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Shelly Giron Email not displaying correctly? View it in your browser. 32 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:wr/--t. &Fr Job Address: 58 S0 W • 3 g 7N P4 - Permit Number: 2_0/ 560 55 -5- r r Ci r [� �i JL ��r1 ( �` ill Ci ❑ No one available for inspection: Time AMM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Z fq-17 inspector: /'t leL(61- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F i , f3 i—' I Job Address: 5FK6 Lel • a-'' .9 Permit Number: 20/ 50,0 595 - No one available for inspection: Time /C�= I ,IPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 -77 Date: 'r ' 0 ..� � Inspector: JXt"J DO NOT REMOVE THIS NOTICE B. R. McCracken Co., Inc. 8910 Ralston Road Arvada, CO 80002 (303) 421-8103 303-421-8769 September 9, 2016 Vivax Roofing Attn: Drew Email: RE( -'58'-" `,5860,5870,5880,5890,5898 W. 39"' Place I inspected the above referenced installation on September 9, 2016 and it appears to have been installed according to Roofing Products International Inc's (RPI) current specifications 'for a fully adhered 60 mil EPDN1 system. Damon Govan 13,11, McCracken Co., Inc, Area Representatives for RPI City of �Wh6at CQMP S�EIAOUA ge Property Address: 116 VC. Y) --N tz FOR OFFICE USE ONLY Date. PlamPermit # � I--, I C�> CDq Is Plan Review Fee +1,Qc>0, )--7 Building Permit Application liaT. Ec IW, uFur'tT#rTT1Wr Property Owner Emall.- Mailing Address: (if different than property address) Address, clu 9 ArchitertiiEninger- Arch itect/Engineer E-mail: Phone: 4-301 ComEactor- N t'A e'�> ?Abt L H Al 0, 1%� qi) Co,n,t.ractor E-mail Address: Sub Contractors: Electdcal: A,AA5 j7tU(> W.R. City License # I Ooc)'-- Mechanical: W. R City License # Complete all information on BOTH sides of this form El NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE 19NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING [I COMMERCIAL ADDITION RESIDENTIAL ROOFING El RESDENTIAL ADDITION El WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) V U 0 f v 1 > 14 kA) k4 Sq. Ft JLF Amps Btu's Squares Project Value: (Contract value or the cost of all materials and labor included in the e —]<, va 41 OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEINIENT I hereby certify that the setback distances proposed by this permit application are accurate and regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that v accurate; that I have read and agree to abide by all conditions printed on this application and ti, o4th applicable City of Wheat Ridge codes and ordinances for work tinder any permit issued b or have been authorized by the legal owner of the property to perform the described work and entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) �Lr LR NAME: ATURE: INT NS I G N DATE:— 11A. Building Division Valuation: City of SINGLE FAMILYIDUPLEX K LIC WatK'_d'ge RI�ILDINGPERMITAPPLICATIONREtzIEW PUBORS Date:_4�. Location: A ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments jh_e�kcdbelo�w I Drainage: a. Drainage Letter & Plan required: Yes _A/ No b. Site drainage/grading plan have been reviewed and are: -70K refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching.- — Yes -IL No — Completed b. curb & gutter — Yes No — Completed c. sidewalk: — Yes -,i/— No d. Other (specify): Yes — Not _V No — Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. Does all existing roadway/alley P. ,W. meet the standards of the City: --V—/ Yes No If not, what is required? If R,OW`. is required, has the deed been received. Yes No (see Note below) NOTE: All deeds must be revie-wed and approved prior to issuance of the Certificate of Occupancy, 4, APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Pe 't Application, subject to the stated requirements and/or attached stipulations, S;ggnat�urt� �-B4m�� late 5. bl4 NQT APPRQVED. The Public Works Department has reviewed the submitted material and does not approve this PeitApplication for the stated reason(s): Signature David F. Brossman, P,L.S, Date Stipulations. 7. A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy, 8. _�L_ NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, City of Rid City of Wheat Ridge Municipal Building 7500 W. 29"' Ave Wheat Ridge,Co 803-001 P: 303,235,2861 I': 301235Z57 PUBLIC WORKS DEVELOPIN1ENTVIE W FEE Date: Location of Construction: Single Family _X Commercial RL e t evte 'n ee Fee (Required of all projects for document processing) Asn Ie .l �e °ctete a Ie teview dee. .,.:.., . MAO Multi -Family urrarna,I� atti-"a eve .Reser Review of existing or minimal technical documents Initial review' of technical civil engineering documents (Fee includes reviews of the l" and 2"` Submittals): , 6€I.@ldi Traffic Impact Study Review dee: (Fee includes reviews of the I" and 2nd submittals)..,.,, •$500.00 Trip Generation Study Review Fee: ,,... ...,... 0 fir, M Manual .Review & SMA Recording Fee,,,,, r Each Application will be reviewed by staff once and retumed for changes, second su If after review of ittal changes h day bm not been made to the civil doe Traffic documents or the Trac Stately as requested by staff'; further reviews e the Application will be subject to the following Resubmittal fees: eu °Ital lees. `d submittal ('" initial review fee):$300-00 4e` submittal (full initial review fee): .............. ........ :....... ....... ......: 600.0 All subsequent submittals, ......... cab "ttals:............ ......... ........" 6ti :4tD (Dull initial review fee) ........ ............. TOTAL REVIEW FEE (due at time of Building Re 't issuance),- PLEASE ssuance);PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, AND PE I ING TEES � R � p p �E WILL E fil lCl LI ENSI E C�l,� I? FOR �(�S�S�'$=wi.ii.+`I'I�D�M [' RQ'�d'EME S WITHIN RIGHT-OF-WAY, IN P LIC SICU i 2/a 2 C'tfy of. # iI t(::`o1� K's C?'iY of`tvizeatTe Municipal Building 7007W 29'h Aug. �'atdid � °} � 80033-8001 P: 343.25.21 ": 03.235Z57 NOTIFICATION FOR PUBLIC MVR0VFMEJVTS RESrO-RAMN DATED: Dear Contractor: In conjunction with the approval of the building p t appl c tldr� for the address, letter is to lnfo You that all existing public improvements � above referenced frontage said address shall restored, (if da along the acceptable condition, a determined b ed from related construction) to to the issuance of Certificate oOccupancy. t an of fat die p�tl�licWorks Department et; d ,prier Prior to any construction commencing, determine nd tion Vs r e rove mill conduct an onsite blic improvements at this address, if ou have any questions, please contact meat 303.235.2864. Sincerely, David F. Brossman, P.L. S. Development review Engineer CC: File Kerr 2/oa ...._. � t �' r «... .. _. .. ,� .� ..n... ,.,. ...:. ,,..., , f s �: ,» �. ,...,�, w ... ,.,.:�_ c F z�f � fd �, � } .. � .. , .. .. RA �F. �... " � i 1 ^ tx `� n .. x w .. M ..... } � � x v � { +u, ! '=4 Ir: I 5 k W � � a ry i. r �. ...:.. r. �t ` ti „, ,.. "`� ,.. nq(��� III �� �I �,+U..' I w x «. ,: z�,� i � �i��. � � � � ,. � ^, e r... � �.������, s1k..' - � .,: ,. .. ,..,, i ar ti.s• `" m e. ��� � t ..,�,...� ,>„. ..,..�.r„, w.0 ,.. ... ., {$,' y �.�. .. n. �, � p. e” " ,: �' r� R. 4 .: „..�;. *.,. .: a ��� ��.. � iy I .� ' � y � w � e _ ... � aa++ f df� ... y.. ...v.. ., r • ♦ y b x fttCC u ....�. x PSt w �. f :. .,.�,wWkt ..... .. w x �' #I', Quick Analysis Property Organization HERS Urban (green Development GreenSpot Energy Et Sstainabit ProjectedWorstCase 585€7 W. 39th Place 303.394.0808 Wheat Ridge, CO 80212 Melissa Baldridge 2015-4-22 Rating No.GSES . GremSpot Ro Home6 ForYourHome Weather.Denver, CO Builder Rater ID.8653228 5850 W. 39th Place„ A Urban Green Development Registry ID. GSES - HERS_LIGD_5850 W. 39th Place -A, Wheat Ridge.btg Projected tin . Based on Plans - Field Confirmation Design Load (k to/hr) Total Area (sq ft) Heating 20.1 Door 59.4 Cooling 10.0 Ceiling 223 Annual Lead ( tu/yr) Skylight 0.0 688.0 Heating 25.4 Cooling 11.3 Ratios Water Heating 8.7 Window -to -Watt 0.152 Annual Consumption (Btu/yr) Window-to_Rr 0.161 Heating 30.9 Window Area by Orientation (sq ft) Cooling 3.2 North 141x7` Water Heating 8.8 Northeast 0.0 Lights Et Appliances 17.8 East 18.8 Photovoltaics 40 Southeast 0.0 Total 60.8 12f4'pg,}p2yy Annual Energy Cost ($/yr) [So+yut({h�� � .3{�r:.itllwe�t. V.V Wept 0.0 Heating 258 Northwest 0.0 Cooling 114 Water Heating 311 Codes Lights Et Appliances 555 IECC 2012 Performance Passes Photovottaics -0 IECC 2009 Performance Passes Service Charges 120 IECC 2006 Performance Faits Total 1357 IECC 2004 Performance Faits Total Area (sq ft) IECC 2003 Performance Passes Conditioned Space 1764 IECC 2001 Performance Passes IECC 2 Performance Passes Shell Area 4394 IECC 1998 Performance Passes Above Grade Shett Area 4394 ECC of NY Performance Fails Foundation Wall 0°0 ECC of N Performance Passes Slab Floor 318 MEC 1995 Performance Passes Floor 4175 MEC 1993 Performance Passes Rim And Sand Joist 294`2 MEC 1992 Performance Passes Above -Grade Wall 26543 ASHRAE 90.2 Performance Passes Window 284.7 ResidentialREM/Rate - . informationating Software v14.5.1 This does not Quick Analysis Property Organization TRS Urban Green Development GrdenSpot Energy &t Sustainabil ProjectedWorstCase 5850 W. 39th Place 303.394.0808 2015.4-2 Wheat Ridge, CO 80212 Melissa Baldridge Rating No.GSES - Spot RowHome6 For Your Home Weather:Denver, CO Builder Rater D:8653228 5850 W. 39th Place, A Urban Green Development Registry ID: GSE - HER5_UGQ-5850 W. 39th Place—A, Wheat Ridge.blg Projected Rating.- Based on Plans - Field Confirmationit Programs EPA ENERGY SPAR 2.0 Fails EPA ENERGY STAR 2,5 Passes EPA ENERGY STAR 3.0 Lasses EPA ENERGY STAR 3.0 Guam, Puerto Rico, Hawaii Fails EPA ENERGY STAR 3.1 Fails Tax Credit Fails DOE Zero Energy Ready Horne Fails HERS Index 61 REM/Rate - Residential Energy Analysis and Rating Software v14.5,1 This information does not constitute any warranty of energy cost or savings. 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 ZA 41k 'I 3220, Property Urban Green Development 5850 W. 39th Place Wheat Ridgel CO 80212 Weather:Denver, CO 5850 W, 39th Place, A GSES - HE U D 5850 W. h Organization 303.394.0808 Melissa Baldridge Builder Urban Green DevelopmenL 2015-4-22 Rating No:GSES - RowHome6 RaterID:8653228 Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.14 0.10 ACH @ 50 Pascals 2.00 2.00: CFM @ 25 Pascals 343 343, CFM @ 50 Pascals 538 538 Eff. Leakage Area (sq.in) 29.51 29.5 Specific Leakage Area 0.00012 f0.00012 ELA/100 sf shell (sq.1n) 0,67 0.67 Duct Leakage Leakage to Outside Units Main Duct Svstern CFM @ 25 Pascals 0 CFM25 / CFMfan 0.0000 CFM25 /CFA 0.0000 CFM per Std 152 NW CFM per Std 152 CFA N/A! CFM @ 50 Pascals 0 J Eff. Leakage Area (sq. in) 0.00 Then -nal Efficiency N/A'i Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0782 Ventilation Mechanical Exhaust Only Sensible Recovery Eff, 0.0 Total Recovery Eff 0.0 Rate (cfm) 40 Hours/Day 24;0 Fan Watts 12.4 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62,2 - 2010 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings, a minimum of 40 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 80 cfm mechanical ventilation system would need to operate 12 hours per day, as tong as the system operates to provide required average ventilation once each hour. REM/Rate - Residential Energy Analysis and Rating Software vi 4. S. I b"Miki M*W-1 'W WIMMIM * 7..Irv - ;R idge, CO 80212 Weather: Dil enver, CO 5850 W. 39th Place, A GSES - WINS UGQ 5950.kj�,= 0 0 organization 303.3940808 Melissa Batdridge Mtum =1 - I# ILSI► ing #14 I 1 1 2015-4-22 Rating No:GSES - RowHome6 ID:8653228 ting Season MMBtu/yr gs/Roofs 2.5 5and Joists 1.7 ! Grade Watts 12.O lation Watts 0.0 2.9 )ws/Skytights 5.0 1.7 Space/Unht Bsmt 0 0 Ioors 2.6 at on 2.0 inicat Ventilation 53 0,0 Solar 0.0 ace 0,0 tat Gains -10.4 REM/Rate - Residential Energy Analysis and Rating Software vI 4.5 I This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page I of 2 Property Urban Green Development 5850 W, 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5850 W. 39th Place, A GSES - Vfe� 5850 W. 39tte Organization GreenSpot Energy a Sustainabit 303.394.0808 Melissa Batdridge Builder Urban Green Development 2015-4-22 Rating No:GSES - RowHome6 ID8653228 oling Seaon s MMBtu/y Ceitings/CoR oofs 0r.5 Rim/Band Joists -0A Above Grade Walls 0.5 Foundation Watts 0.0 Doors -0.2 Windows/Skylights 6.2 Floors -0.1 Crawl Space/Unht Bsmt 0,0 Stab Floors -03 Infiltration -0.0 Mechanical Ventilation -0A Ducts 0.0 Active Solar 0.0 Sunspace 0.0 Internal Gains 8.4 Whole House Ventilation -3.3 Total 113 < REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 Property organization HERS 14 Urban Green Development GreenSpot Energy Et Sustainabit ProjectedWorstCase 5850 W. 39th Place 303394.0808 2015-4-22 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - Greei RowHome6 Weather:Denver, CO Builder ID:8653228 5850 W. 39th Place, A Urban Green Development GSES - HERS-UGD-5850 W. 39th Heating Season MMBtu/yr Ceitings/Roofs 3.0 Rim/Band Joists 2.1 Above Grade Walls 14.6 Foundation Watts 0.0 Doors 15 Windows/Skytights 6.1 Floors 2.0 Crawl Space/Unht Bsmt 0.0 Stab Floors 3.1 Infiltration 2.5 Mechanical Ventilation 6.4 Ducts 0.0 Active Solar 0.0 Sunspace 0.0 Internal Gains -12,6 REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 1 of 2 Component Consumption Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabit ProjectedWorstCase 5850 W 39th Place 303.394.0808 2015-4-22 S Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome6 IF6eyo Weather:Denver, CO Builder ID:8653228 5850 W, 39th Place, A Urban Green Development GSES - HERS—UGOL5850 W. 39th Cooling Seawn MMBtu/yr Ceilings/ Roofs 0.1 Rim/Band Joists -0.0 Above Grade Watts 0.2 Foundation Watts 0.0 Doors -0A Windows/Skylights 1.8 Floors -0.0 Crawl Space/Unht Bsmt 0.0 Stab Floors -0.1 Infiltration -0.0 Mechanical Ventilation -0.0 Ducts 0.0 Active Solar 0.0 Sunspace 0.0 REM/Rate - Residential Energy Analysis and Rating Software vI 4.5. 1 This information does not constitute any warranty of energy cost or savings. 0 1985.2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 Property Urban Green Development 5850 W. 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5850 W. 39th Ptace, A GSES - HERS 5850 W. 39th Organization HERS GreenSpot Energy ft Sustainabit ProjectedWorstCase 303.394.0808 2015-4-22 Melissa Baldridge Rating No:GSES - RowHome6 Builder ID:8653228 Urban Green Development Heating kBtu/hr Ft itings/Roofs 1.3 n/Band Joists 0.8 ove Grade Watts 5.9 indation Watts 0.0 ars 13 ndows/Skytights 5.7 Ors 0.7 iwt Space/Unht Bsmt 0.0 b Floors IA ittration 0.9 chanical Ventilation 2.4 cts 0.0 Jve Solar 0,0 ispace 0.0 ernat Gains 0.0 REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page I of 2 Component Design Loads Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabit ProjectedWorstCase 5850 W. 39th Place 303.3940808 2015-4-22 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome6 Weather:Denver, CO Builder ID:8653228 5850 W. 39th Place, A Urban Green Development GSES - HERS—UGD-5850 W. 39th Cooling kBtu/hr Ceitings/Roofs 0.7 Rim/Band Joists 0,2 Above Grade Watts 1.6 Foundation Watts 0.0 Doors 0.4 Windows/Skylights 3.4 Floors 0.2 Crawl Space/Unht Bs 0.0 Stab Floors -0.0 Infiltration 0.0 Mechanical Ventilation 0'I Ducts 0.0 Active Solar 0.0 Sunspace OX internal Gains 3.3 Whole House Ventilation 0.0 Total Mo < ---- ------- REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architecturat Energy Corporation, Boulder, Colorado. Page 2 of 2 Property Organization Urban Green Development GreenSpot Energy Et Sustainabil 5850 W. 39th Place 303.394.0808 Wheat Ridge, CO 80212 Melissa Baldridge Weather:Denver, CO 5850 W. 39th Place, A GSES - HERS-UGD�-5850 W. 39th Ptace-A, Wheat Ridge.big 2015-4-22 Rating No:GSES - RowHome6 RaterID:8653228 Heating Calculated Peak Load (kBtu/hr) 20.1 Infiltration 0.9 Envelope 19.1 Sizing Factor (%) 10010 Heating Equipment Capacity(kBtu/hr) Required 20.1 Specif ied 45.0 Cooting Calculated Peak Load (kBtu/hr) 10.0 Sensible 9.7 Latent 0.3 SHF 1.0 Sizing Factor(%) 100.0 Cooling Equipment Capacity (kBtu/hr) Required Total 10,0 Specified Total 18.0 Specified SHF 03 Required Sensible 9.67 Specified Sensible 12.60 Required Latent 0.33 Specified Latent 5.40 Excess Latent Capacity 5.07 REM/Rate - Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. a �* 5850 W. 39th Place Wheat Ric I Weather.Denver, CO 5850 W. 39th Place, A GSES - HERS-UGD-5850 W. 39th Place -A, Wheat Ridgebtg 14, 0 6 A Organization M-4 303.394.0808 Melissa Baldridge I i IVWZ*fq* 2015-4-22 Rating No:GSES - RowHome6 RaterID:8653228 AnnualLoadMMBtu/yr Heating 25.4 Cooling 113 Water Heating 8.7 Annual Consumption MMBtu/yr Heating 30.9 Cooling 3.2 Water Heating 8.8 Lights Ct Apptiances 17.8 Photovottaics -0.0 Annual Energy Cost S/yr Heating 258 Cooling 114 Water Heating 311 Lights Et Appliances 555 Photovottaics -0 Service Charges 120 Design Loads kBtu/hr Space Heating 20.1 Space Cooling 10,0 Utility Rates Etectricity Default Electric Provider* Gas Default Gas Provider REM/Rate - Residential Energy Analysis and Rating Software 04.5.1 6 ih WOW14 i ww smar-Litioll MP A" y #-IMP Alk a a IN 0 1 Property Organization HERS Urban Green Development GreenSpot Energy & Sustainabit ProjectedWorstCase 5850 W. 39th Place 303.394.0808 2015-4-22 Wheat Ridge, CO 80212 Melissa Batdridge Rating No: SES - RowHome6 Weather:Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development GSES - HERS-UGD-5850 W. 39th Place -A, Wheat Ridge.blg REM/Rate - Residential Energy Analysis and Rating Software v14, 5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 3 Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5850 W. 39th Place 303.394.0808 2015-4-22 Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHome6 Weather: Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development GSES - HERS—UGD-5850 W. 39th Place—A, Wheat Ridgeblg REWRate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado, Page 3 of 3 Property 5850 W39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5850 W39th Place, A GSES - H6,laj Ujj J8550 0 0 Organization GreenSp*t E*ergy k Susti.ina*il 303.394,0808 Melissa .al •. Builder Urban Green Development 2015-4-22 Rating No:GSES - RowHome6 RaterID:8653228 Normalized Loads Btu/sf shell area/DD Heating 0.96 Cooling 10.46 =-Jized Consumption kBtu/sf floor area/yr Heating 17.5 Cooling 1.8 Water Heating 5.0 Lighting 2.1 Appliances 8.0 Photovoltaics -0.0 Normalized Consumption Btu/sf floor area/DD Heating 2.9 Cooling 7.5 Normalized Costs $/sf floor area/yr Heating 0.146 Cooling 0.064 Water Heating 0.176 Lighting 0.073 Appliances 0,242 Photovoltaics -0.000 Normalized Design Loads Btuh/sf shell area/DD Heating 0.0008 Cooling 0.0092 Normalization Factors Floor Area 1764 ShettArea 4394 Heating Degree Days (865) 6023 Cooling Degree Days (B74) 246 RE /Rate - Residential Energy Analysis and Rating Software v14. 5.1 This information does not constitute any warranty of energy cost or savings, (D 1985.2014 Architectural Energy Corporation, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS 4P Urban Green Development GreenSpot Energy It Sustainabil ProjectedWorstCase 5850 W. 39th Place Wheat Ridge, CO 80212 303.394L0808 Melissa Baldridge 2015-4-22 Rating No:GSES GreenSpot - RowHome6 For Your Home Weather:Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development Registry ID: GSES - HERSLUGD-5850 W. 39th Ptace—A, Wheat Ridge.btg Building Information Conditioned Area (sq ft) 1764 Conditioned Volume (cubic ft) 16125 Insulated Shell Area (sq ft) 4394 1. Vaulted: R-41, 2x12, I Vault (723 s.f.) R-0,0 continuous insulation, R-40.5 cavity insulation. Name: Attic Insulation Grade: 1 11 111 Face / Inset Comments/ Location I. Walt: R-21, 2x6, 24 oc. I (1874 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: Main AGwatl EXT Insulation Grade: 1 11 111 Face /Inset Comments/ Location 2. Wall: R-16 4.5 -inch Batt* (780 s.f.), Between coed and another cond unit (adiabatic) R-0.0 continuous insulation, R-15.8 cavity insulation. Name: Party Watts Insulation Grade: I It fit Face /Inset Comments/Location Windows and Skylights Window -to -Watt Area Ratio: 0.15 1. Window: U-0.30, SHGC-0.35 (14 s.f., North), U-Vatue: 0,300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 1st FRONT Door Nort Orientation: North Comments/Location 2. Window: U-0.30, SHGC-0.35 (36 s.f., North), U-Vatue: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 2nd FRONT Kitchen Orientation: North Comments/Location RE Rate - Residential Energy Analysis and Rating Software 04. .1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS 40- Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5850 W. 39th Place 303.394,0808 2015-4-22 GreenSpot Wheat Ridge, CO 80212 Melissa Ba(dridge Rating No:GSES - RowHorne6 For Your Home Weather:Denver, CO Builder Rater 1D:8653228 5850 W. 39th Place, A Urban Green Development Registry ID: GSES - HERS-UGD-5850 W. 39th Ptace-A, Wheat Ridge.blg Windows and Skylights 3. Window: U-0,30, SHGC-0.35 (15 s.f., South), U-Vatue: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 2nd BACK E LiveRoom Orientation: South Comments/ Location 4. Window: U-0.30 SHGC-0.35 (27 s.f., North), U -Value: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 2nd FRONT Stair Orientation: North Comments/ Location 5. Window: U-0.30, SHGC-0.35 (40 s.f., South), U-Vatue: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 2nd BACK StdgGlasDr Orientation: South Comments/ Location 6. Window- U-0.30, SHGC-0.35 (38 s.f., North), U-Vatue: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd FRONT Bedrm2 F Orientation: North Comments /Location 7. Window: U-0,30, SHGC-0.35 (27 s.f., North), U-Vatue: 0,300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd FRONT Stairwell Orientation: North Comments/ Location 8. Window: U-0.30, SHGC-0.35 (19 s.f., East), U -Value: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd LEFT MBed x3 Orientation: East Comments/ Location REm/Rate - Residential Energy Analysis and Rating Software vI 4. 5 I This information does not constitute any warranty of energy cost or savings, 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 5 Energy Code Inspection Checklist Property Organization HERS Urban Green Development GreenSpot Energy & Sustainabit ProjectedWorstCase 5850 W. 39th Place 303.394.0808 2015-4-22 Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHome6 Weather:Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development Registry ID: GSES - HERS-UGD-5850 W. 39th Place_A, Wheat Ridge.btg Windows and Skylights 9. Window: U-0.30, SHGC-0.35 (30 s.f., South), U-Vatue.- 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd BACK TubMBed x2 Orientation: South Comments/ Location 10. Window: U-0,30, SHGC-0.35 (40 s,f,, South), U -Value: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd BACK StdgGtasDr Orientation: South Comments/Location I Door: 1-3/4 Wd solid core (59 s.f.), R -Value 2,1 Comments/ Location Frame Floors 1, Floor: R-38**** (405 s.f,), Between conditioned space and garage R-0.0 continuous insulation, R-38.0 cavity insulation. Name: Cond->Gar Insulation Grade: 1 11 fit Face /inset Comments/ Location 1 Name: 1st Level Comments/ Location Foundation Walls N/A Insulation Grade: 1 11 111 Face /inset REM/Rate - Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings, 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 3 of 5 Energy Code Inspection Checklist Property Organization HERS 40 Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5850 W, 39th Place 301394.0808 Wheat Ridge, CO 80212 Melissa Baldridge 2015-4-22 Rating No:GSES GreenSpot - RowHome6 For Your Home Weather:Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development Registry ID: GSES - HERS_UGD_5850 W. 39th Ptace--A, Wheat Ridge.btg Rim and Band Joists I. Joist: EXTERIOR Band (209 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-25.5 cavity insulation. Name: EXTERIOR Band Insulation Grade: I it fit Face /Inset Comments/ Location 2. Joist: PARTY WALL Band (85 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-25.5 cavity insulation. Name: PARTY WALL Band Insulation Grade: I it III Face /Inset Comments/ Location I Heating: Fuet-fired air distribution, Natural gas, 92.0 AFUE. Make and Model Number 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number 3- Water Heating: Conventional, Electric, 0.94 EF, 50.0 Gal. Make and Model Number 4. Heating: Fuel -fired unit heater, Natural gas, 75.0 % EFF. Make and Model Number Mechanical Ventilation System Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 40 cfm, 24.0 hrs/day, 12.4 watts. System description(make) Air Leakage Control Blower Door Test at Final House is air -seated so as to achieve 2.00 ACH50 or less at final blower door test. (Max CFM50 is: 538) Visual inspection at rough for mandatory code air barrier and insulation features, REM/Rate - Residential Energy Analysis #r Software 04.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 4 of 5 Energy Code Inspection Checklist Property Organization HERS 40- Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5850 W. 39th Place 303.394.0808 Wheat Ridge, CO 80212 Melissa Baldridge 2015-4-22 Rating No:GSES GreenSpot - RowHome6 Fort* Horne Weather:Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development Registry ID: GSES - HERS-UGD�-5850 W. 39th Place -A, Wheat Ridge.btg Infiltration Requirements for ICC 2009 IECC Infiltration limit for the design home is 7 ACH50. Duct Leakage and Insulation Duct System I Leakage to Outside ---- and Total Duct Leakage Duct System I Total Duct Leakage is specified in REM/Rate at 138.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25 / 100 sq it CFA, 2009 IECC Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 sq it CFA, 2009 IECC Rough in Test without AHU: Total Duct Leakage <= 4 CFM25 / 100 sq it CFA. 2012 IECC Postconstruction Leakage Test: Total Duct Leakage <= 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test with AHU: Total Duct Leakage <= 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test without AHU: Total Duct Leakage — 3 CFM25 / 100 sq ft CFA. REM/Rate - Residential Energy Anatysis and Rating Software v14.5, I This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 5 of 5 ENERGY STAR v3.0 Home Verification Summary Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase Gr !;p*t 5850 W. 39th Place 303394.0808 2015-4-22 For Your Home Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome6 Weather:Denver, CO Builder a er -0 Window Type I U -030, SHGC.35 5850 W. 39th Place, A Urban Green Development Vaulted Ceiling R-41, 2xI2, I Vault U=0.027 Window/Watt Ratio 10.15 GSES - HERS-UGD,-5850 W. 39th Infiltration Type Blower door test Found, Watts(Cond) i None Infiltration Htg: 2.00 CIg: 2.00 ACH50 Place -A, Wheat Ridge.btg Duct Leakage to Outside F 0.00 CFM @ 25 Pascals Floors R-38**** U=0.029 Total Duct Leakage 138.00 CFM @ 25 Pascals Projected Rating: Based on Plans - Field Confirmation Required. 259 Building Information 3.31 Rating Conditioned Area (sq it) 1764 HERSIndex 61 Conditioned Volume (cubic it) 16125 HERS Index w/o PV 61 Insulated Shell Area (sq ft) 4394 HERS Index Target (SAF Adjusted) 69 Number of Bedrooms 2 HERS Index of Reference Design Home 71 Housing Type Townhouse, end unit Size Adjustment Factor 0.98 Foundation Type Stab This home MEETS OR EXCEEDS the EPKs requirements for an ENERGY STAR Home. Building Shell Fuet-fired air Ceiling w/Attic No -0 Window Type I U -030, SHGC.35 Seated Attic i None Window U -Value: 0.300, SHGC: 0.350 Vaulted Ceiling R-41, 2xI2, I Vault U=0.027 Window/Watt Ratio 10.15 Above Grade Walts'; R-21, 2x6, 24 o.c. I U=0.057 Infiltration Type Blower door test Found, Watts(Cond) i None Infiltration Htg: 2.00 CIg: 2.00 ACH50 Found. Watts(Uncond) None Duct Leakage to Outside F 0.00 CFM @ 25 Pascals Floors R-38**** U=0.029 Total Duct Leakage 138.00 CFM @ 25 Pascals Stab Floors R-10 Sub -Stab + 10 U=0.045 259 Heating Fuet-fired air Cooling Air conditiorm Water Heating Conventional, Heating Fuel -fired uni programmable Thermostat He,at=Yes; Coi Ventilation System �Exhaust Only' distribution, 24.0 kBtuh, 92,0 AFUE. r, 18.0 kBtuh, 13.0 SEER. Elec, 0.94 EF. heater, 21.0 k8tuh, 75.0 % EFF. 4=Yes 40 cfm, 12.4 watts, Lights and Appliances Percent Interior Lighting KOO Clothes Dryer Fuel Electric Percent Garage Lighting 100.00 Clothes Dryer EF 3.01 Refrigerator (kWh/yr) 550.00 Clothes Washer LER 151.00 Dishwasher kWh/yr 259 Clothes Washer Capacity 3.31 Note: Where feature level varies in home, the dominant value is shown. REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR v3,.O Home Veriffication Summary 4p - Property Organization HERS Urban Green Development GreenSpot Energy Ft Sustainabit ProjectedWorstCase GreenSpet 5850 W. 39th Place 303.394.0808 2015-4-22 For Your Horne Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHome6 Weather:Denver, CO Builder RaterID:8653228 5850 W. 39th Place, A Urban Green Development GSES - HERS—UGD-5850 W. 39th Place --A, Wheat Ridge.btg Projected Rating.- Based on Plans - Field Confirmation Required. Lights and Appliances ceiling Fan (Cfmlwatt'). #e Fuel Natural gas REM/Rate - Residential Energy Analysis and Rating Software v 14. 5.1 This information does not constitute any warranty of energy cost or savings, 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 Property 5850 W. 39th Place Wheat Ridge, CO 802121 Weather:Denver, CO 5850 W. 39th Place, A GSES - HE J85j Organization 303.394.0808 Melissa Batdridge 0 5-4-22 Rating No:GSES - RowHome6 RaterID:8653228 Elements Insulation Levels l.) -Value 2012 IECC As Designed Shell UA Check Ceilings: 18.8 19.2 Above -Grade Watts: 104.0 99,4 Windows and Doors: 110.1 105,0 Stab Floor: 2,5 215 Floors Over Garage: 13.4 11.7 Overall UA (Design must be equal or lower): 248.8 237.8 Window U -Factor Check (Section 402.5) 208.9 Joist Window U -Factor (Design must be equal or lower): 0.480 0.300 ------------------- This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) - - - ----- - ---- ------- Building Elements Type l.) -Value Area Ceilings Roof R-41, 2x12, I vault 0.027 7210 Above -Grade Watts Watt R-21, 2x6, 24 oc. 1 0.057 1530.1 Watt R-16 4.5 -inch Batt* 0,062 780.1 Joist EXTERIOR Band 0.040 208.9 Joist PARTY WALL Band 0.040 85.3 Windows and Doors Window U-0.30, SHGC-0.35 0.300 119 Window U-0.30, SHGC-0,35 0.300 36.0 Window U-030, SHGC-0.35 0.300 15.0 Window U-0,30, SHGC-0.35 0.300 27.0 Window U-0.30, SHGC-0.35 0.300 39.6 Window U-0.30, SHGC-0.35 0:300 37.8 Window U-0.30, SHGC-0.35 0.300 27.0 Window U-0.30, 5HGC-0.35 0.300 18.8 Window U-0.30, SHGC-0.35 0.300 30.0 REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 Imam 2012 IECC Building UA Compliance 40 Property Organization HERS Urban Green Development 5850 W. 39th Place GreenSpot Energy Et Sustainabit 303.394.0808 ProjectedWorstCase 2015--22 GreenSpot - Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - For'Y Home RcwHome6 Weather:Denver, CO Builder Rater 10.8653228 5850 W. 39th Place, A Urban Green Development GSES - HERS-UG0L5850 W. 39th Ptace-A, Wheat Ridge.btg Building Elements Type* U•Vaiue Area Window U-0.30, SHG -0.35 0.300 39.5 Boor 1-314 Wd solid core 0.329 59,4` Stab Floors On -Grade Perimeter R-10 Sub -Stab + 10 nta 56.5 Floors Over Garage Floor R-38**** 0.029 405.0 REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. X21985-2014 Architectural Energy Corporation, Boulder, Colorado, Page 2 of 2 5850 W. 39th lac7e Wheat Ri ge,• 80212 Weather:Denver, CO 5850 W. 39th Place, A GSES - HERS UGD 5850 W. 39th Organization QreomS�,*t Entrgy,?AA., 303.394.0808 Melissa Batdridge U144 2015-4-22 Rating No:GSES - RowHome6 Rater[D:8653228 Annual Energy Cost $/yr 2012 IECC As Designed Heating 312 309 Cooling 123 127 Water Heating 310 310 Lights ri Appliances 561 555 Photovoltaics .0 -0 Service Charge 120 120 MMOMMUSESEIMMSEEMEM Window U -Factor (Design must be equal or tower) 0.480 0.300 Home Infiltration (Section 402.4.1.2) PASSES Duct Leakage (Section 403.2.2) PASSES Mechanical Ventilation (Section 403.5) PASSES This home DOES NOT meet the annual energy cost requirements of Section 405 of the 2012 International Energy Conservation Code based on a climate zone of 58.Wn� fXqkAy 09-d by Wdadge Melissa DN: cn-hldiu. sakhww" -G'SP'A Gowt W-4�nSpA EIWW & S.AaWa *dfty, C, JS Baldridge Date 201S,0423204'4A3-06W iii Name Melissa Baldridge Signature: Organization Greenspot Energy ft Sustainabit Date:23 April 2015 Heating Fuel -fired air distribution, 24.0 kBtuh, 92.0 AFUE. Cooling Air conditioner, 18.0 kBtuh, 13.0 SEER. Water Heating Conventional, Elec, 0.94 EF. Heating Fuet-fired unit heater, 21.0 kBtuh, 75.0 % EFF. Window -to -Floor Area Ratio: 0,16 Blower door test Htg: 2.00 Ctg: 2.00 ACH50 REWRate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. X91985-2014 Architectural Energy Corporation, Boulder, Colorado. 40 - Property Organization HERS Urban Green Devetoprnent GreenSpot Energy & Sustain bit ProjectedWorstCase r 5850 W. 39th Place 303.394.0808 2015.4.22 For VowHom Wheat Ridge, CO 80212 Melissa Batdrid e Rating No:GSES - RowHome6 Weather:Denver, CO Builder Rater 1D:8653228 5850 W. 39th Place, A Urban Green Development GSES HERS_UGD-5850 W. 39th In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2092 IECC. 'These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards.. REM/Rate - Residential Energy Analysis and Rating Software v94, ,1 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 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In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for t is home. 2. h A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sates or construction personnel E. Other (specify below) 3. µ The Rater or Rater's employer is: x A. The setter of this home or their agent xl_ I B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products, which may include: 2MM31=1 EMMMEMMEEM LWQ 21111 M-114HIM RESNET Form 0300.2 REM/Rate - Residential Energy Analysis and Rating Software v14,5, I This information does not constitute any warranty of energy cost or savings. Q 1985-2014 Architectural Energy Corporation, Boulder, Colorado, Installed in this home by: OR is in the business of. HVAC Systems Rater F 'i Employer Rater Employer Thermal Insulation Systems Rater 'Employer Rater I Employer Air seating of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater E i Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer RaterEmployer Other (specify below): Rater Emptoyer x Rater I Employer 2MM31=1 EMMMEMMEEM LWQ 21111 M-114HIM RESNET Form 0300.2 REM/Rate - Residential Energy Analysis and Rating Software v14,5, I This information does not constitute any warranty of energy cost or savings. Q 1985-2014 Architectural Energy Corporation, Boulder, Colorado, f FIT," 9-ASILRA&I'A ACIONDOMNIUMMAIROF INCARNATION RESIDENCES - PHASE I A PART OF TBE SOUTHWEST ONE-QUARTER OF TEE SOUTHEAST ONE-QUARTER OF SECTION 24, 7*71n4wnl�lll "INTFAKik'"ll a, PAGE I OF 4 P: I -liv 1 THE. owNER or, THE REAL RR 777,777-7 T,4 s MAP, MORE PARROULARLYDESCROMA& BRNO A PORTION Of LOT 2 Of INO~TION CSC FINAL FLAT AS RECORDED MAY 13,2014 AT RECEPPON NO. IN THE OFFICE OF THE CLEW & RECORDER OF THE COUNTY OF JEFFERSON, STATE OF COLORS= LYING VMA TXHE OURk RANGE 0 MST OF THE SIXTH PRWC .=�EAST =ETR.18 ITIZ, Of SECTION 24, TOWNSHIP 3 SOURL HANDS OWESTOF THE SIXTH PRWC COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY AS FOLLOWS, BEGINNING AT It* NORTHEAST CORNER OF SAID LOT Z AND ALSO USING rHE SOUTHEAST CORNER OF AUDREY ON YI' -- Ip F A THENCE ALONGTHE BOUNDARY OF SAID LOT Z SOUTH WI(TXr CAST25,14 FEET TO A Pow, I HENCE LEAVING SAID BOUNDARY, SOUTH 37'AOW WEST24,07 FEET TO A PONT; THENCE SOUTH WSHIV WEST, ISAl FEET TO A POW: THENCE SOUTH 444nl* WEST, 26,14 FEET TO A Powm THENCE SOUTH 00'IV33* EAST63A4 FEET TO A POW, I THENCE SOUTH WNW WEST, TIFLIS FEET TO A POINT ON THE AFORMENTIONED, BOUNDARY OF END LOT Z, THENCE ALONG SAUD BOUNDARY THE FOLLOWING THREE (3) COURSES 1, NORTHERLYALONG A NOWTANOENT "VETO THE LEFT CONCAVE WESTERLY, RAVING A RADIUS OFS%S6 FEET FEET AND WIR)SE LONG CHORD SEARS NORTH 14'3W4r EAST AND KASACHORDLEPATTH OFSLMI FEET THROUGH A CENTRAL ANGLE OF WHAXPFOR AN ARC LENGTH Of 36 34 FEET TO A POW OF TARGENCY, 2, NORTH IXFTKKUEAST92M FEET TOAPOW; 3NORTH O'WW EAST, 137,56 FEET TO THE POW OF BEGINNING, CONtVWNG 13,700 SOUARE FEET OR 0,316 ACRES OF LAND, MORE OR LEW, CONVMD AND DEDICATED TO THE INCARNATION RESIDENCES OWNERS ASSOCIATION THE COMMON ELEMENTS (DE) AND LIMN ED COMMON ELEMENTS (LC,E,) A3 SHOWN AND DESCRIBED ON THIS MAP, SUIMECT TO THE MONTE, SUPER AM) OMIGATIONIS OF THE INCARNATION RESKWJ4CES OWNERS ASSOCIATION, AS DESCRIBED IN THE *DECLARATION OF INCARNATION RESIDENCES, A CONDOMMUM OOMMUFKFC i i ilill! 1212ii 11 1 COMMITMENT No, SOM-l5•DTUX4 WITH AN EFFECTIVE DATE OF 44NUARY 85.241E AT 7:V A.M. PROPERTY CORNORL ALL MEASUREMENTS REFLECT 1 0 EXTERIOR WALL ON ALL DIALDINGR 6 RECORDED EASEMIRM AND RIGHTS-OF-WAY ARE TAKEN FROM THE PRINIAWTION DEC FINAL MAT NOADDFUONAL RESEARCH WAS DONE. l&# 91*4 4 INCANATION RESIDENCES - PHASE I LIPS WITHIN ZONE W (ARDS DETERMINED TO BE OUTSIDE THE 02% ANNUAL OWICE FLOODRPLAIN) 9 VERANDAIL ENTRY WAYS, DRIVEWAYS AND C014CRM PATIOS LOCATEDOUTINDE OF THE UNITS ARE LWIMED COMMON ELEMENTS (LCE) APPURTENANT TOTHE AWACENTUNIT. IIL THEA SS OF THE SOME FAMILY UNITS ARE 4020 AND 4010 FENTON CT, WHEAT ROOF, COLORADO, W212 AM 114E DuPLrxumTsARE 3swANI} 3qwFeNToNcT. WHEAT iEGoeCOL, oRACosmIm2, ll. ALL LINEAR UNFIS USFOON THIfIMAPARE US, SURVEY FEET GEA�RAL AMS, 1. NUMBER OF CONDOMINIUMS CREATED BY THIS MAR FOUR H). Z ALL OF THE PROPERTY DESCRIBED ON THIS MAP IS SUBJECT TO THE DEVELOPMENT RIGHTS AND SPECIAL DECLARANT RIGHTS AS SET FORTH IN THE DECLARATION 3. THE BOUNDARIES OF EACH UNIT ARE GRAPHICALLY DEPICTED UPON THIS MAP AND ARE DESCRIBED IN THE OF DECLARATION, W A DISCREPANCY EMSTS BETWEEN THE MEASUREMENTS SHOWN AND THE AD TUAL CONDITIONS, THE INTENT THEE O)ECLARAIMN HOLDI 4, THIS MAP TOGETHER INITHaft DECLARATION AND THE UNITS SET FORTH IN THE DUCLARAT04 AS SONG WITION THE CONNION I COMMUNITY (AS THE SAME MAY BE ANIENOED) CREATE$ UNITS COMMON ELEMENTS AND DEVELOPMENT FOORTIL 5, AREAS NOT DESIGNATED AS A CONDOMINIUM OR A UNITED COIAMON ELEMENT (LC.EL ARE A COMMON ELEMENT Ell.)L 6, PER THE DEFINITIONS STATED IN *DEMAFtAT*N OF INCARNATION RESIDENCES, A CONDOMINK" COMIMUMIN' . T ON A ER I A _1 MT I T THE COMWON ELEMENTS ARE EACH A PORTION OF THECOMMON OTNFRTHANAUNI INCLUDING THE SEWER SERVICE LINES LOCATED WITHIN THE PROPERTY ANDWHICH SERVE ONE ORMOREUMT& : 'CH THE LIMITED COMMON ELEMENTS ARE THE PORTION OF THE COMMON E D': OR F USE OF ONE MORE, BUT FEWER THAN ALL, OF THE UNITS OF I_ BY THE DECLARATION THE MAP OR BY O�PPEPMAT�V*N OF SECTI CRISEOPIA 36413-�H(a) AND (0), CRS, THE LIMITED OOMWN ELEMENTS IN THE COMMON INTEREST COMMUNITY ARE DES 7 RTKU THIS DECLARATION, AS EACH UNIT CREATED BY THIS DECLARATIO14 IS SHOWN ON THE MAP AND THE UNIT BOUNDARIES ARE DESCRAISO AS FOLLOWS HE (A) UPPER HORIZONTAL SOUNOARYTHE HORIZONTAL OR SLOPING PLANE OR PLANES OF THE UNFINISHE) LOWER SURFACES OF THE CEILING DEARING STRUCTURE SURFACESBEAMS, AND RAFTERS AND OF CLOSED FIREPLACE DAMPENS, EXTENDED TO AN WITH THE VERTICAL PERIMETER BOUNDARIES, (8) LOWER HORIZONTAL BOUNDARY. THE HORIZONTAL KANE OR PLANES OF THE UNOFCCPATED OR UNFINISHED UPPER SSUREACES THE FLOORS, EXTENDED, TO AN INTERSECTION WITH THE VERTICAL AMMETER SOUNOARMS AEG OPEN HORIZONTAL UNFINISHED SURFACES OF TRIM, SAIR AND STRUCTURAL COMPONENTS, (0) VERTICAL PERIMETER BOUNDARIES, THE PLANES DEFINED BY THE INNER SURFACES OF THE $TOM AND FRANING OF THE PERWjvET WALLIETHE UNFINISHED INNER SURFACE$ OF POURED CONCRETE WALLS, THE UNFINISHED SURFACES OF IKE iNTERX)RIMM, FIREPLACES, AMC THRESIROLDS ALONG PERIMETER WALLS AND FLOORS, THE UNFINISHED INNIER SURFACES OF CLOSED Vm"woows CLOSED PERIMETER DOORS AND THE INNERMOST UNFINISHED PLANES OF ALL INTERIOR SEARING STUDS AND FRAMING OF SEARNG WALLS COLUMNS BEARING PARITROW AND PARTITION WALLS BETWEEN SEPARATE UNDS, (0) INCLUSION& EACH UNIT WILL INCLUDE THE SPACE$ AND IMPROVEMENTS LYING WITH#4 THE BOUNDARIES DESCRIBED IN (A), (MAL (C) ASONIE AND WILL ALSO INCLUDE THE SPACES AND THE IMPROVEMENT$ WITHIN THOSE SPAM CONTAINING ANY SPACE HEATM I I, ii i Ifflopili"m"RoAffil, w4QWMQNk- W( 4 0914AW1 7, ALL TERMS USED IN THIS CONDOMINIUM MAP ARE EITHER DEFINED IN INS CONDOMINIUM MAP OR IN THE DECLARATION. 0, LCE,- WANTED COMMON ELEMENT QE, - CO. &MELEMENT I 044444414AIIAW FM#4~TMCSCN,"ACOLORADOUMMLPSL"YCO~ STNM OF OOLA%M)0 COUNNOF—) THE FORSDOM IMPIAAMENt WASI ACKNOVIRAWOMBEFOMMETERS w__.__. DAY —"20__,SYSOOTTKIEREASMANAOEROFMC.TION = SI, LLC,ACMORADOLUMD UA—BRJTY COWA—NY. MMZMRM3�� MY COMMISSION EXPIRES, f0t " "W NKMW A11000"OK A MMOL ZWM A98=000N V osvTY dx 4 - Rd, " )So aouwyop—) __ DAY OF 20,_ BY ADRIAN STONE, VICE PRESIDENT OF kkS, SAW NATIONAL AS , A NATKNAL BANKING ASSOCATkONL . . . . . . . . . . . omsmf4xku7m OM2414M A CONDOMINIUM MAP OF INCARNATION RESIDENCES - PHASE I E A PART OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHEAST ON -QUARTER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 2 OF 4 N89S846"E I3756' Z" Y (31A �4 % D-60'40'52' 73,14' R-69,06' ch 77 6 rl �4 % D-60'40'52' 73,14' R-69,06' ch 77 6 ACONDONE41UMMAPOF INCARNATION RESIDENCES - PHASE I A PART OF TIM SOUTHWEST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 24, PAGE 3 OF B 4020 FENTON CT, 40W FEINION IT I 3 vp'Y Ff xk9 �S —`:". 1t -'i bR,NP'w<." R I 1 A... �.�w�g : ,. ..... .....ew....,i • ,w www.... .....mow.. o. +. ,«�......... mow.. ..w .,�..... w �..... .w 11 1 SINGLE FAMILY EXTERIOR DIMENSIONS AND ARE DESIGNATED AS COMMON ELEMEWIS (CE) .ww�W F3iF41'Tf.�lwlr,4iiiiTl'n]"mi"Ti:R'�'fiF.f.1 4020 FENTON CT, SINGLE FAMILY BASEMENT 40 4 F"ENTON CT. ' SINGLE FAMILY BASEMENT sW• 4MO F€j"PON CT. _..... v uamrx SINGLE FAMILY SECTION SINGLE FAMILY SECOND FLOOR +0 FENTO;4 CT SINGLE FAMILY SECOND FLOOR 11100 ,; f er et, t rpp0�4Sinn�, ,yM.sp ab4Y�.,�ia�„ �fiMrntiu4tk� ,�„CPuIP.nK 4i 4lip a aaWWI I0 F3iF41'Tf.�lwlr,4iiiiTl'n]"mi"Ti:R'�'fiF.f.1 4020 FENTON CT, SINGLE FAMILY BASEMENT 40 4 F"ENTON CT. ' SINGLE FAMILY BASEMENT sW• 4MO F€j"PON CT. _..... v uamrx SINGLE FAMILY SECTION SINGLE FAMILY SECOND FLOOR +0 FENTO;4 CT SINGLE FAMILY SECOND FLOOR 11100 ,; f CONDOMINIUM M' O INCARNATION RESIDENCES - PHASE I !� �!# # F . i ONE-QUARTER + it ia yY.... ONE-QUARTER }. ! PAGE" I U1VV[t N 'R ' 11E BASEMENT 4S1" FL 2ND FLOOR O 3RD FLOOR UV04 > M BEEK TOTAL, L MNG ; .. .. _ . AREA (Sa FT,) AREA (SCM. FT.) .. ,.. ... AREA {50. FT.} ...1067 AREA ($0. FT.) .14 AREA (SOf'T) AREA (S4. FT,) } ._ .2578 1 370 728 B 171 2 ... 970 . .. . 728 .760 1661 123 171 2578 .. . RUR, 363 , 727 668 .. �. 2386 .. DUP 1 365 796 727 M ,...,...�__....... , 2396 , A e t COM' PAT}fury P Tl0 ,{, k 7 i t iAf'PER FLd7tlR UPPER FLOOR �1 B 1 B BEDROOM 3q4O rENTON C.T. 9'. jM M ,...,...�__....... T.O. S#,19f'E.tJQR°�#itf,i5' _ c� � r�Tt.nM e.T j .. ."'" TLP,WWL._ ='196.15" dR* UPPER FL ' FLXR ... .. ., ...._... b .... UPPER FL IT El 11 1 ,(� i{'P9.(I�' TO. PLATEAIN ' CONC PATIO 8.1" rC} #n' MFLOOR U E) .� 81• DUPLEXEXTEFOOR. L. A MAIN KMTCRkM # p 0 • e SRM b Yi Y DUPLEX FIRST FLOOR 3950 FENTUN CT,. T.Q...PLATIE 119. 4` ,{, ..... ` UPPER iAf'PER FLd7tlR UPPER FLOOR �1 BF BEDROOMSJ BEDROOM 9'. 84'1 .._ ��.�...�� . _...,-T ,...,...�__....... T.O. S#,19f'E.tJQR°�#itf,i5' _ '. T.O, SU{3FLOt?R �R j .. ."'" TLP,WWL._ ='196.15" dR* UPPER FL ' FLXR ... .. ., ...._... b .... UPPER FL IT El 11 T.q._.Pt,A � ,(� i{'P9.(I�' TO. PLATEAIN ' T.C?.vPR.A FLOOR 8.1" MAIN FLOOR #n' MFLOOR .� 81• SA, MAIN KMTCRkM KMTC.ktEN F(�t T O &IJBFC,_ 88 6` _... T.O. , LOORar3tAk.C1'U9Fl- MAIN ft 1Ck7,S IN Fi.tYSbR , •"mwd.... '. i.0_SU8,F6i?QR=ifh't.tN ... MAMN FL GARAGE ' TSO. SIL [. 98.1F5' ����L�� MAIN /' T;FL S!U_,. .95 , , ` Kw. 8 9` B.e' .. T.O. iLG< MAIN Fe.i3QFt�'". BASE:MEMB''�S F2QOfi Ft,tM}F4.. ��1 T.0.SUSFLOOR=91,iS' T.Ci.�aU6FLOOR-,9i,98' DUPLEX SECTION A -A DUPLEX SECTION DUPLEX FIRST FLOOR 3950 FENTUN CT,. City of Wheat Ridge Residential PERMIT PERMIT NO: 201401054 ISSUED: 07/29/2014 JOB ADDRESS: 5801 W 38th AVE EXPIRES. 07/29/2015 JOB DESCRIPTION: Site lighting for new subdivision. * ** CONTACTS * ** OWNER (720)881 -6008 DIRC HOMES SUB (303)284 -1670 Amps Plus Electrical 100055 Amps Plus. Electrical., LLC PARCEL ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, ** COMMENTS * ** comply CONDITIONS Must ! # ! # R # # : i Signature of Building MQUESTS MUST BE MADE BY 1159FX ANY BUSINESS DAY FOR INSPECTION TIM FOLLOWING BUSINESS DAY. ji FOR OFFICE USE ONLY Mailing Address: (if different than property address) Address: City, State, Zip: Complete plet all information on BOTH sides of this form Sq. FULF Stu's Gallons Ps Squares tither CIRC ON : (014WER) (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) TATIVE) cif' (OWNER) (CONTRACTOR) ABM . 1,GNAt° — DATE: Buildin D ivision City of Wheat j�idge COMMUNITY DEVELOPMENT --.; City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 August 27, 2014 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Incarnation C.S.C., LLC IaA`lj" ADDRESS: Lot 2 - 5720 W. 39 Pl., Wheat Ridge CO 80212 Lot 2 - 5730 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5750 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5760 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5780 W. 39 "' Pl.. Wheat Rirlve rn Qn , )t Lot 2 - Lot 2 - Lot 2 - Lot 2 - Lot 2- Lot 2- Lot 2 - Lot 2 - 5860 W. 39`° Pl., Wheat Ridge CO 80212 Lot 2 - 5870 W. 39 Pl., Lot 2 - 5880 W. 39"' Pl., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 2 - 5890 W. 39 Pl., Wheat Ridge CO 80212 Lot 2 - 5898 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 3950 Fenton Ct., Lot 2 - 3980 Fenton Ct., Lot 2 - 4000 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 2 - 4010 Fenton Ct., Lot 2 - 4020 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot I - 4035 Fenton Ct., Lot 1 - 4025 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 1 - 4015 Fenton Ct., Wheat Ridge CO 80212 Lot 1 - 4005 Fenton Ct., Wheat Ridge CO 80212 SUBDIVISION: Incarnation C.S.C. Subdivision LOT(s): KEY: SECTION: Jefferson County Reception Number for Plat: 2014036372 Jefferson County Reception Number for PBG: 2014036374 PARCEL NO: NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: www.ci.whestridge.coms DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 6. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3r Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File 18. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: 6 A 0 0 KM C. 9 Oa F STANDARD TR PLANTING "LRI v' I --- i�GEND PHASE IV PHASE III I _ - 60 I R MUM ing r' CONCRE PLAYGRO N O U U �2 LANDSCAPE PLAN Incarnation Planned Building Group aj- a o UJ lx� t2 t2 1:13: \X D 4- U s U L- I gEl aa� Will c 0 c U -s 2 of 1 0 LA I �� j PHASE I of P � l I f � i { tlldElA N .� I i � j �� r • P5 LANDSCAPE PLAN-TRAIL TO 38TH Incarnation Planned Building Group aj- a o UJ lx� t2 t2 1:13: \X D 4- U s U L- I gEl aa� Will c 0 c U -s 2 of 1 0