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5800 W. 39th Place
City of Wheat Ridge Residential Solar PERMIT - 201802886 PERMIT NO: 201802886 ISSUED: 01/07/2019 JOB ADDRESS: 5800 W 39th Pl EXPIRES: 01/07/2020 JOB DESCRIPTION: Install 10 - 255w solar pv modules to 10 micro -inverters and related electrical switch gear; total system size: 2.55 kw DC; total array is 176.40 sq ft; 15 amps , no structural modifications *** CONTACTS *** OWNER (678)522-0163 NICHOLS ALEXANDRA FENTON 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: 6,500.00 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 accompany. 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 thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed�d that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. //W z01, atufl ui-e o'1�3OWNER r CONTRACTO' (Circle one) r' Date This permit was issue ased on the�nfonnation provided in the permit application and accompanying plans and specifications and is subject to the compliance`With-itiose 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 originalpennit 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 grantm4 of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applica ode or any Irlinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ChiefrBuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. -'' City of Wheatidge MMUNiTy Di:Vi:LOPWNT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 4,7 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(d)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit# I 0 Plan Review Fee: T {�"0J o 0 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5800 W 39th place, Wheat Ridge, CO 80212 Property Owner (please print): Ali Nichols Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Citv, State, Zi Arch itectiEngineer: Arch itectlEngineer E-mail: Contractor: Lord Electrical Services LLC City of Wheat Ridge License #: 110611111•: Phone: Phone: (970) 946-7996 Contractor E-mail Address: kent@lordelectrlcalserylces.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Scott L. Chapman CONTACT EMAIL(p/ease print): solar@ rconstruction2.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # 180198 W.R. City License # Phone: (843) 271-8440 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. 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 (1.0)._255w solar photovoltaic modules to (10) micro -inverters and related electrical switch gear as required by applicable codes and by the utility company. Total system size: 2.55 kW DC. Total array area is 176.4 sgft. __� c , 6.C 5 (5/41 f4 N 7 T r- UG'TL,1Z -4-1 Commercial Projects Only: Occupancy Type Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 6500 OWNER/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. CIRCLEONE: (OWNER) (CONTRACT or (AUT OR ZED R RESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name DATE: 10/19/2018 Printed Name: Kent Lord ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS] Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE Building Division Valuation: 1428 South Humboldt Street Denver, CO 80210 303-777-3341 tolsen@windtechnology.com Advanced Energy Systems, LLC October 24, 2018 0190a9vCi hof Wheat Ridge Building Department 7500 W 29th Ave 10121 102T12. Wheat Ridge, CO 80033Subiect: Structural Analysis for Incarnation Solar Systems, 5800 W 39"' Pl, Wheat Ridge, CO 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 1 Plan: 6 in portrait east -facing on cupola; staggered mounting feet at 4' max spacing • Array2 Plan: 4 in landscape south -facing on flat roof; with attached EcoFoot2 system • Array Rack: UniRac SM with GreenFasten GF1: Flashing and L -Foot SCL-101-3 • Array2 Rack: EcoFoot2 system attached 2 places with U-Anchor2400 and 2.5" TruFast 414 This letter incorporates the following design and engineering documents: • "5800_5plex_rev5.pdf' • "AES-PE-Stamp-PV-Structural-rEnergy2-Incarn-5plex-5800 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: "5800 w 39th pl _Attached report.pdf', "5800 w 39th pl _Full Eng Report.pdf', `'5800 W 39th pl.pdf', "Ecofoot2Plus 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 must be approved 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! Oty Of 138 Q9 �VVheat Ridge (0,- � t, .. ,� t 4 0 ding p� Advanced Energy Systems LLC 30.0 1.00 1.20 1.00 25.2 1.00 10/24/2018 Structural Loads for PV Roof -Mount System ✓ ✓ ✓ ✓ Ps = Sloped Roof Snow Load (Cs*Pf) Design Criteria psf (ASCE7: Eq 7-2) Contractor rEnergy2,LLC ✓ Project Name InCarnation: 5plex -Rafters ✓ Address 5800 W 39th Place ✓ City, State, Zip Wheat Ridge, CO 80212 ✓ Elevation, ft 5433 ✓ Solar References rEnergy2,LLC ✓ Building References Project photos and notes ✓ AHJ Wheat Ridge, CO ✓ Applicable Codes 2012 IBC/IRC, ASCE 7-10, and 2010 NDS ✓ Occupancy Category II ✓ Exposure C�� ✓ '� � P ✓ Wind Speed, ASCE 2010, 2005 (V10=V05*1.291) 105.0 81.3 mph)Q � Ground Snow Load 30.0 psf`������ E�✓% °•m`�¢,� ✓ Roof Snow Load 30.0 psf �' O`��i��V ��f ';' ✓ Roof Live Load 20.0 psf `= p. �® ✓ Summary Result (Pass/Fail/Upgrades Needed) PASS 0.37 Gravity Loading UniRac SM w/L-foot, flashing \psw OIl �: W Roof Snow Load Calculations Pg = Ground Snow Load Ce = Exposure Factor Ct = Thermal Factor Is = Snow Importance Factor Pf = Flat Roof Snow Load (0.7*Ce*Ct*Is*Pg) Cs = Slope Factor 30.0 1.00 1.20 1.00 25.2 1.00 psf psf (ASCE7: Table 7-2) (ASCE7: Table 7-3) (ASCE7: Table 7-4) (ASCE7: Eq 7.3-1) (ASCE7: Fig 7-2) ✓ ✓ ✓ ✓ Ps = Sloped Roof Snow Load (Cs*Pf) 30.0 psf (ASCE7: Eq 7-2) DL Adjusted for Slope (from below) 29.54 psf PV Dead 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 ✓ Total Modules 6 ✓ # Modules This Array/ Smallest Grouping; Orientation 6 Portrait ✓ Modules & Inverters 2.50 psf Racking System 0.37 psf UniRac SM w/L-foot, flashing Ballast 0.00 psf 32 Ibf pavers, one per module ✓ Total PV DL 2.87 psf DL Adjusted for Slope (from below) 2.83 psf Roof Dead load Nominal size 2x8 (wood: 35 Ibm/tuft) ✓ Spacing 24 in, OC ✓ Shingle/Tile/Metal Cover: 2.70 psf (Shingle, 1 layer Composite) ✓ Roof Sheathing 1.30 psf 7/16 OSB ✓ Rafters 1.31 psf (2x4:1.276; 2x6:2.005; 2x10:3.3 plf) ✓ Vaulted Ceiling 1.60 psf (1/2" Drywall) ✓ Miscellaneous 0.30 psf (felt paper, sheet insulation) 01ty of Total Roof DL 7.21 psf DL Adjusted for Slope (from below) 7.10 psf Wheat Ridge Page 1 of 3 Advanced Energy Systems LLC 10/24/2018 Structural Loads for PV Roof -Mount System Wind Calculations (ASCE 7 Components and Cladding) Input Variables Wind Speed 105 mph Exposure Category C Roof Shape Monoslope Figure 6-14AlEk,1 ••o;P�'Cn�1A, ✓ Roof Pitch 10.0 degrees f o ° i' ` ✓ Mean Roof Height 28.0 ft ` Gr. �13a 2, ✓ Effective Wind Area (of array) 105.0 sgfta� �o f/ /� ✓ Least Horizontal Dimension 50.0 SCJ nLL•®® �� Dimension a 5.0 ft ®®®a°®• /,la H �_ Design Wind Pressure Calculations Kz (Exposure Coefficient) 0.94 (ASCE7: Table 6-3) ✓ Kzt (topographic factor) 1.00 (ASCE7: Fig. 6-4) ✓ Kd (Wind Directionally Factor) 0.85 (ASCE7: Table 6-4) ✓ I Importance Factor 1.00 (ASCE7-5 Only, not 7-10: Table 6-1) ✓ V (Design Wind Speed) 105.0 mph Velocity Pressure (qz = 0.00256 * Kz * Kzt * Kd * VA *IJ 22.53 psf (Eq 6-15) Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Down (+) X Standoff Spacing (ft) 4.00 4.00 4.00 4.00 ✓ Y Standoff Spacing (ft) 2.69 2.69 2.69 2.69 ✓ Tributary Area for Mounting Foot (sqft) 10.8 10.8 10.8 10.8 External Pressure Coef, GCp (ASCE7 Fig 6-11,12,13,14) -1.10 -1.50 -1.80 0.20 ✓ Wind Uplift Pressure (psf): P = max [10, qz*(GCp)] -24.79 -33.80 -40.56 10.00 Footing Uplift (Ibf, negative up) -267 -364 -437 108 PV Dead Load Point Load 31 31 31 31 Total: Governing Load Combo (Up) = 0.6(D + W) -142 -200 -243 (IBC 1605.3) Tilt Leg Factor from U-Bulider 1.0 ✓ Standoff Uplift Check Maximum Design Uplift Standoff Uplift Capacity Reserve Safety Factor Fastener Pullout Capacity Check 243 Ibf 604 Ibf GreenFasten GF1: L -Foot 2.48 (> 1.0) Number of Fasteners 1 Maximum Design Uplift per Fastener 243 Fastener 3.5 Embedment Depth 2.5 in Pullout Capacity per inch 205 Ibf/in SPF, Ref QuickMount, EcoFasten Fastener Capacity 512.5 Ibf/in Reserve Safety Factor 2.11 (> 1.5) City of Wheat Ridge Page 2 of 3 Advanced Energy Systems LLC 10/24/2018 Structural Loads for PV Roof -Mount System Top Chord Bending Analysis Input Variables Uniform Point at Foot (P) Dead Load, Roof 7.1 psf 76 Ibf Dead Load, PV 2.8 psf 30 Ibf Snow Load 29.5 psf 318 Ibf Wind Load 10.0 psf 108 Ibf Load Combo D + S 39.5 psf 425 Ibf Load Combo D + 0.6W 15.9 psf 172 Ibf Load Combo D + 0.75(0.6W+S) 30.7 psf 331 Ibf Governing Load Combo (IBC 1605.3) 39.5 psf 425 Ibf Reference Bending Stress, Fb 875 psi (per NDS Supl Table f�;�i I <' `"`"''�'' ✓ Rafter Top Chord Properties 150 psi (per NDS Supl Table 4A) ✓ Modulus of Elasticity, E 1300000 psi ' p/� A6 ✓ Nominal Size, Spacing 2x8 24 in OC .Ec iy �;'r<>,`'X Width * Height 1.5 7.5 inA2 e�®M �0 Max Span of Top Chord between Supports, L 11.0 ft ✓ linear weight, total: w 157.9 Ibf/ftoo ®o ; '}wr^3 Lumber Sp/Gr Hem Fir#2 `�•®®d®p0�®® �^' ✓ Reference Bending Stress, Fb 875 psi (per NDS Supl Table f�;�i I <' `"`"''�'' ✓ Reference Shear Stress, Fv 150 psi (per NDS Supl Table 4A) ✓ Modulus of Elasticity, E 1300000 psi (per NDS Supl Table 4A) ✓ Area Moment of Inertia, I 52.73 inA4 Section Modulus, S 14.06 inA3 Area, A 11.25 inA2 Check Bending Stress Adjusted Allowable Bending Stress: Cd (duration) Cf (size) Cr (repetitive) (NDS Table 4.3-1 & Supl 4A Factors): 1.00 1.2 1.15 ✓ Fb' (psi) = Fb x Cd x Cf x Cr 1208 psi Applied Moment: M = PL/8 584 ft-Ibf (Point load at center, fixed -fixed) Applied Moment: M = wLA2/24 796 ft-Ibf (Distributed load, fixed -fixed) Size Cf Max Applied Moment, M 9553 in-Ibf 2x4 1.5 Actual Bending Stress = M / S 679 psi 2x6 1.3 Reserve Safety Factor 1.78 (> 1.0) 2x8 1.2 2x10 1.1 Check Shear 2x12 1.0 Adjusted Allowable Shear Stress, Fv' (psi) = Fv x Cd 150 psi Maximum Shear: V = w * L/2 868 Ibf Actual Shear Stress = V / A 77 psi Reserve Safety Factor 1.94 (> 1.0) Check Deflection Allowable Deflection (Total Load) = 12*L/180 0.733 in Applied Deflection (Total Load) _ (P*LA3) / (192*E*I) 0.074 in (Point load at center, fixed -fixed) Applied Deflection (Total Load) _ (1*wLA4) / (384*E*I) 0.152 in (Distributed load, fixed -fixed) Max Applied Deflection 0.152 in Reserve Safety Factor 4.83 (> 1.0) Page 3 of 3 City of Wheat Ridge Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System 10/24/2018 Design Criteria 30.0 psf Contractor rEnergy2, LLC ✓ Project Name InCarnation: 5plex -Joists - Flat ✓ Address 5800 W 39th Place ✓ City, State, Zip Wheat Ridge, CO 80212 ✓ Elevation, ft 5433 ✓ Solar References rEnergy2, LLC ✓ Building References Project photos and notes ✓ AHJ Wheat Ridge, CO - r' 4 ✓ Applicable Codes 2012 IBC/IRC, ASCE 7-10, and 2010 NDSv % �Amo�Gf� '. ✓ Occupancy Category Ecofoot 2+ 71- 00E�®, ✓ Exposure C �a � Y�Ul�� �-ac� ✓ Wind Speed, ASCE 2010, 2005 (V05=V10/1.291) 105.0 81.3 mph ( ©��j��� r�3 ✓ �+ ✓ Ground Snow Load 30.0 psf oo�� �'i//1 �' Roof Snow Load 30.0 psf? `p ° , my ,�`4. ',- ✓ Roof Live Load 20.0 psf � Summary Result (Pass/Fail/Upgrades Needed) PASS: 2 fasteners per U -anchor into joists; must use inside holes of L -feet for both sturt and anchor Gravity Loading Roof Snow Load Calculations Pg = Ground Snow Load 30.0 psf ✓ 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 Landscape (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 Dead 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 ✓ Total Modules 4 psf ✓ # Modules This Array / Smallest Grouping; Orientation 4 Landscape ✓ Modules & Inverters 2.50 psf (felt paper, sheet insulation) ✓ Racking System 0.76 psf Ecofoot 2+ Ballast 0.00 psf 32 Ibf pavers, one per module ✓ Total PV DL 3.26 psf DL Adjusted for Slope (from below) 3.26 psf Roof Dead Load Nominal size 117/8" (I -Joist T11-360) ✓ Spacing 24 in, OC ✓ Shingle/Tile/Metal Cover: 1.00 psf (EPDM 60, Insulation) ✓ Roof Sheathing 3.00 psf Glass mat faced gypsum, 5/8" thick ✓ Rafters 1.50 psf (2x4:1.276; 2x6:2.005; 2x10:3.3 plf) ✓ Vaulted Ceiling 1.60 psf 1/2" Drywall City Of✓ Miscellaneous 0.30 psf (felt paper, sheet insulation) ✓ Total Roof DL 7.40 psf Wheat Ridge DL Adjusted for Slope (from below) 7.40 psf Page 1 of 3 �4• pC i/Zr7g Advanced Energy Systems LLC 10/24/2018 Structural Loads for PV Roof -Mount System Wind Calculations (ASCE 7 Components and Cladding) Input Variables Wind Speed 105 mph �� 0:� Exposure Category C X Standoff Spacing (ft) j�`-;� 4�G. °�y 4i Roof Shape Gable Figure 6-11B ' C�°°( °°cr ✓ Roof Pitch 0.0 degrees U ' Mean Roof Height 20.0 ft r ®--rn� ✓ Effective Wind Area (of array) 70.0 sgft� 17.5 Least Horizontal Dimension 50.0 t�,o�� o° ®��=,', ✓ Dimension a 5.0 ft •® -7.77 -7.77 14.90 Footing Uplift (Ibf, negative up) -136 -136 Design Wind Pressure Calculations 261 PV Dead Load Point Load 57 Kz (Exposure Coefficient) 0.90 57 (ASCE7: Table 6-3) ✓ Kzt (topographic factor) 1.00 (ASCE7: Fig. 6-4) ✓ Kd (Wind Directionally Factor) 0.85 Tilt Leg Factor from U-Bulider (ASCE7: Table 6-4) ✓ I Importance Factor 1.00 *Ecolibrium Solar EcoCalcs (ASCE7-5 Only, not 7-10: Table 6-1) ✓ V (Design Wind Speed) 105.0 mph Velocity Pressure (qz = 0.00256 * Kz * Kzt * Kd * VA *1) 21.59 psf (Eq 6-15) Standoff Uplift Calculations Zone 1 use 2 fasteners due to moment ✓ Zone 2 Zone 3 Down (+) X Standoff Spacing (ft) 5.38 in TrueFast #14 ✓ 5.38 5.38 5.38 ✓ Y Standoff Spacing (ft) 3.25 ✓ 3.25 3.25 3.25 ✓ Tributary Area for Mounting Foot (sqft) 17.5 Reserve Safety Factor 17.5 17.5 17.5 External Pressure Coef, GCp (ASCE7 Fig 6-11,12,13,14)* -0.36 -0.36 -0.36 0.69 Wind Uplift Pressure (psf): P = max [10, qz*(GCp)] -7.77 -7.77 -7.77 14.90 Footing Uplift (Ibf, negative up) -136 -136 -136 261 PV Dead Load Point Load 57 57 57 57 Total: Governing Load Combo (Up) = 0.6(D + W) -47 -47 -47 (IBC 1605.3) Tilt Leg Factor from U-Bulider 1.0 *Ecolibrium Solar EcoCalcs Standoff Uplift Check Maximum Design Uplift 47 Ibf Number of Standoffs per Module 0.5 Design Uplift per Standoff 95 Standoff Uplift Capacity 231 Ibf GreenFasten GF1: L -Foot ✓ Reserve Safety Factor 2.44 (> 1.0) Fastener Pullout Capacity Check Number of Fasteners per Standoff 1 use 2 fasteners due to moment ✓ Maximum Design Uplift per Fastener 95 Withdrawl, W = 2850GA(2)D Fastener 2.5 in TrueFast #14 ✓ Embedment Depth 1.375 in Joist Flange Thickness ✓ Joist Specific Gravity, G 0.50 ✓ Fastener Diameter, D 0.242 in FULLY THREADED ONLY ✓ Withdrawl, W = 1800GA(3/2)DA(3/4) 220 Ibf/in Lag Screws, >= 1/4" Dia Withdrawl, W = 2850GA(2)D 172 Ibf/in Wood Screws city Of Withdrawl 302 Ibf Lag Screws, >= 1/4" Dia Withdrawl 237 Ibf Wood Screws Reserve Safety Factor 2.50 (> 1.5) wheat Ridge Page 2 of 3 Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System 10/24/2018 Top Chord Bending Analysis 132.1 Ibf/ft a (partial span of array) 11 Input Variables Uniform 20 Point at Foot (P) R1 = (w*a/21)*(21- a) Dead Load, Roof 7.4 psf 129 Ibf Dead Load, PV 3.3 psf 57 Ibf Snow Load 30.0 psf 525 Ibf Wind Load 14.9 psf 261 Ibf Load Combo D + S 40.7 psf 711 Ibf Load Combo D+0.6W 19.6 psf 343 Ibf Load Combo D + 0.75(0.6W+S) 35.3 psf 618 Ibf Governing Load Combo (IBC 1605.3) 40.7 psf 711 Ibf Check Joists Bending linear weight, total: w 132.1 Ibf/ft a (partial span of array) 11 ft ✓ Span 20 ft ✓ R1 = (w*a/21)*(21- a) 1054 Ib Mmax - R1^2/(2w) 4202 ft -Ib Max resistive moment 6180 ft -Ib TJ-4000_ijoist_guide.pdf, pg 3 ✓ Reserve Safety Factor Bending 1.47 (> 1.0) Page 3 of 3 A L19f1Clay i Power for a changing world e 15.927o Positive Tolerance 0-5W Max Efficiency Provides our customers with maximum power output El`ect]FECurren asst ca ion System output maximized by reducingg mismatch losses up to z% with modules sorted and package by amperage Max Peak Power _ Excellent weak light performance Relative change of module efficiency at 20OW/M' is less than 4% 10YEA R Product Warrant Warranty e • Upto 540oPa Mechanical load • • Module certified to withstand extreme wind and snow loads 25Y EA R kap .A Passed Ammonia Gas and Salt Mist Corrosion Resistance Test Tested and approved by TUV Rheinland according IEC 62716 Draft C and FprEN 61701 Ed.z Linear Power Warranty ISO 9001:2008 I50 14001:2004 OHSAS 1800l:2007 PERFORMANCE AT LOW IRRADIANCE 1 W 00% a iffanal - , w I wa! eon a from CIghM y m 4 S�IgrSlfpegryyqrrqnl 0.85 ----------------------------------------------- - . 200 aoo aaa soo aoo 200 Boo voo I= Years 5 10 15 20 25 trradian-lwma) Industry standard Lightway solar Thetypical relative change in module efficiency at an irradiance of 200W/rr� in relation to 1000W/m' (both at 25°C and AM 15 spectrum) is less than 4%. ' LINEAR WARRANTY C L us O • to -year warranty on materials and workmanship • z5 -year warranty > 8o% power output • 3% degradation rate the first year CYCLE PowerGuard • o.68°earl linear degradation LLLa.. ModuleType Peak Power PmaxW 1000Vdc 26o 255 250 245 240 235 Power tolerance_APmax W Junction Box . 0''5 PV cable, 9o0mm/tz00mm Cable J7115 -r- Voltage at Pmax Vmpp V 30.25 30.10 29.95 29.80 PeakPower_Pmax Current atPmax_lmpp A 8.61 8.48 8.36 8.24 173 Open Circuitvoltage_Voc V 37.95 37.88 37.8o 37.50 27.59 W14.69%4 Short CircuitCurrent_Isc A 9•o6 8.90 8.78 8.69 6.26 Module Etficiency_r) 35.09 15.92% 15.61% 15.30% 15.00% 34.39 values at standard test condition sl(-: air mass nm ...... , - r- - - - tLtL 1 KILAL Vt11 f1 L. ,w.. � 1000Vdc Glass -40--85 C.Max.ating Operature ethylene vinyl acetate(EVA) Frame 15AMax.entt5AMax.oad of Junction Box . PV cable, 9o0mm/tz00mm Cable J7115 -r- MC4 compatible Connector FUN aw PeakPower_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 CurrentatPmax_Impp A 6.73 6.63 6.53 6.45 6.35 6.26 Open Circuit Voltage_Voc V 35.09 35.04 34.93 34.61 34.50 34.39 Short Circuit Current Isc A 7.34 7.21 7.12 7.04 6.94 6.85 _ operating cell temperature NOLi:irraoiance oouvvtur,-- TEMPERATURE RATING Unitmm Nominaloperating cell temperature(NOCT) C 45* -2 Temperature Coefficient of Pmax %/C -0.4204 Temperature Coefficient oflsc %/C o.o654 Temperature Coefficient of Voc %%C 0.3215 �s o s? ge Max.*EIEEnE 1000Vdc Glass -40--85 C.Max.ating Operature ethylene vinyl acetate(EVA) Frame 15AMax.entt5AMax.oad zIP65 rated, 3/6 diodes Junction Box 5400Pa 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) zIP65 rated, 3/6 diodes Junction Box PV cable, 9o0mm/tz00mm Cable 41`nm' MC4 compatible Connector GENERAL DATA _ Module Dimension(L.W=H) 1650•990.40mm 1650=990.5omm Weight 19kg 2okg PACKING Modules per pallet z6 20 Pallets per 4o' container 28 28 Packing box dimension(LxWxH) 1700•n50x1040mm 1700•1150•1040mm L -hey ,nwd(A) lo B 6 6ODlde ------------------ o s ro u m a oo a a Voltage(V) Voltag(", Qxrent(A) section view ------------------- 4. 2 ---------------------- 'New Industry Park,Gaobeidian,Hebei Province ,China _ - Tel:0086-(0)312-2951166 Fax:0086-(0)312-2951166 Vdtagev) MKT -20130826 Data Sheet Enphase Ncroinverters Enuhase IQand Wiw mit, k � To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 6 Micro'" 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 EnvoyTM, Enphase Q Aggregator TM Enphase IQ Battery-, and the Enphase Enlighten TM monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability _standar_ds_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 thariamillion hours -of testing- Class esting 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,, EN PHASE. 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 + 235W -400W+ 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 16 V - 62 V 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 additional DC side protection required; 11 (208 VAC) AC side protection requires max 20A per branch circuit nnTDnT neTe rACI IQ 6 Microinverter _- IQ 6+ Microinverter Peak output power 240 VA ZV U VA -40°C to +650C Maximum continuous output power 230 VA 280 VA MC4locking type Nominal (L -L) voltage/rangez 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 Enclosure Extended frequency range 47 - 68 Hz 47 - 68 Hz — Power factor at rated power 1.0 1.0 Communication Maximum units per 20 A (L -L) branch circuit 16 (240 VAC) 13 (240 VAC) Compatible with Enphase IQ Envoy 14 (208 VAC) 11 (208 VAC) Disconnecting means 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 V @240 V @208 V CEC weighted efficiency 97.0% 97.0 % 97.0 % 97.0% MECHANICAL DATA Ambient temperature range -40°C to +650C Relative humidity range 4°i to 100% (condensing) Connector type MC4locking type Dimensions (WxHxD) 219 mm x 191 mm x 37.9 mm (without 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 pe 6_/outToor — ----------_-- FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy The AC and DC connectors have been evaluated and approved by UL for use as the load -break Disconnecting means 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 https•//enpbase com/en-uc/suRport/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com E. © 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. S 2018-01-25 Product Data Sheet DU221 RB Safety Switch , 30A, Non -Fusible, 2 -Pole FITSQUARE 17 by Schneider Elcct,ic List Price $177.00 USD Availability Stock Item: This item is normally stocked in our distribution facility. Technical Characteristics Number of Poles Terminal Type Type of Duty Maximum Voltage Rating Wire Size Action Ampere Rating Approvals Enclosure Rating Enclosure Type Factory Installed Neutral Disawn—nectTyffie Mounting Type Shipping and Ordering 2 -Pole Lugs General Duty 240VAC #14 to #8 AWG(AI/Cu) Single Throw 30A UL Listed File Number E2875 NEMA 3R Rainproof and Sleet/Ice proof (Indoor/Outdoor) No Non--Fusible-- Surface on-FusibleSurface Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785901490340 Package Quantity 1 Weight 4.62 lbs. Availability Code Stock Item: 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, please ask for confirmation of the information given in this document. Generated: 06/30/2010 15:15:0 3 © 2010 Schneider Electric. All rights reserved. Schdi der Electric 6/18/2018 IT, ) MILBANRK IENERGY AT WORK Milbank - U4801 -XL -5T9 5 Terminal Ringless Small Closing Plate Lever Bypass 5th Terminal 9 Oclock Position SPECIFICATIONS Brand Name Milbank Type Kingless Meter Socket Application Meter Socket Standard UL Listed;Type 3R Voltage Rating 600 Volts Alternating Current Amperage Rating 200 Continuous Ampere Phase 1 Phase Frequency Rating 60 Hertz Size 4.844L x 13W x19H Number of Main 0 Breakers Main Breaker Size No Main Breaker Cable Entry Overhead or Underground Terminal Lay in https://www.milbankworks.com/products/catalog/U4801-XL-5T9 6/18/2018 Milbank - U4801 -XL -5T9 Insulation Glass Polyester Mounting Surface Mount Material G90 Galvanized Steel with Powder Coat Finish Number of Jaws 5Terminal Bypass Provision Lever Bypass Number of Meter 1 Position Positions Equipment Ground Bonded Ground Strap Hub/Closing Plate Small Closing Plate Line Side Wire Range 6 AWG - 350 kcmil Load Side Wire Range 6 AWG - 350 kcmil Numberof 0 Receptacles Height 19 IN Length 4.844 IN Width IMPORTANT NOTICE: Utility requirements for this equipment may vary. Always consult the serving utility for their requirements prior to ordering or installing this equipment. This product must be installed by a licensed electrician. Installation of this equipment may require local electrical inspector approval. https://www.miIbankworks.com/products/catalog/U4801-XL-5T9 2/2 TOV Rheinland PTL 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 Type of Equipment: PV Module Mounting System Model Designation: Ecofoot2+ (black resin, Resin 2) TOV Rheinland Project Number: ELS151221 Test Requirement: UL 1703 October 2015, §31.2 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 170 ed. 3 R201b1012I 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 of Compliance (LOC) indicating the Ecolibrium Solar Inc. Ecofoot2+ has met the relevant system fire requirements. Resin 2 was used in this letter to further differentiate the tested product from the non -tested product of the similar model name. This letter is not intended to replace a certification nor is it an authorization to mark. - Sincerely; Andrew Gunnoe Fire Test Manager TOV Rheinland PTL Email: agunnoe@us.tuv.com July 22, 2016 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 Eootibrium otar- Uplift, Sliding and Seismic Calculations Explanation of EcoFoot System Calculations and Design Procedure Installer Name: 0 Project Name: Incarnation 5 Plex Project Address: 800 W 39th PI Table 4: Ballast to Resist Uplift Calculations for the Above Address ............................... Denver, CO 80212 Date Prepared: 10/18/2018 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 PV1 - 2012 - Section 4: Attached Arrays................................................................... Page 8 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 Representation ................................ Page 6 Image 4: Ballast Prescriptions Produced by Table 4 .......................................................... Page 6 Table 6: Seismic Design Inputs................................................................................................ Page 8 Table 7: ASCE7Inputs ............................................... .......................................................... Page 8 Table 8: Calculation of Physical Attachment Requirements ............................................... Page 9 Image 5: Example of ballast layout with seismic attachment callouts .............................. ................................................................................................................................................................... Page 9 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 Certification Page 1 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 WAN EcotibriumSoiar Introduction, Site Specifics and Variable Definition In order to efficiently design EcoFoot2+ and EcoFoot5D ballasted photovoltaic systems, Ecolibrium Solar makes use of a proprietary solar array design aid called "EcoCalcs". Starting with a set of design criteria, shown here in Table 1 below, EcoCalcs utilizes methodologies laid out in the ASCE7 and SEAOC PV1/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 layout by the Ecolibrium Solar engineering team. CBC Engineers, Ecolibrium Solar's professional engineering partner, has 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. Below, Table 1 and Table 2 list the design criteria and project details for a proposed system in Denver, CO. These values will be used throughout the remainder of this explanation. Table 1: System De Product Line ASCE7 Version Roof Type Roof Height (ft.) Roof Slope (deg) Min Edge Setback (in) Parapet Height (in.) 3 Sec. Gust (mph) Occupancy Category Wind Exposure Snow Load (psf) Seismic Data (SS) Soil Site Class Coeff. Of Friction fn *rep's slip sheets EcoFoot2+ 17.26236378 EPDM Membra 20 1.00 36 24 125 11 0.7 36.0 22.3405 21.46672006 Module Manufacturer Module Model Module Orientation Module Power (w) Module Length (in) Module Width (in) Module Welsht (lbs. iaule �pecmc Lightway Lw255(29)P 2.848680556 255 64.60 39.00 Utilizing the inputs from Tables 1 and 2, the factors in Table 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. Page 2 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 Tnhlo 2• ('olrn lotio Inn tc r_ -+ +e and EcolibriumSolar' Racking Component Weight per Module 12.79 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 ft2 Ada= Effective Drag Area of PV Module 2.85 ft 2 dLF1= Dead Load of Module and Attributed Racking 55.792 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. Kz= Adjustment Factor for Building Height and Exposure 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) 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 module 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 Drag 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 PV2 via a peer review of the wind tunnel testing and results by Maffei Structural Engineering. GCn and qh are used to calculate the pressure exerted on each module 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. Page 3 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 It j EcolibriumSolar' Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 Table 4: Ballast to Resist Uplift Calculations for Project Proposed in Denver. CO 80212 N N Page 4 740-249-1877 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 Load Sharing Area #col x 2x2 2x3 3x2 3x3 Down (1x1) #rows puz=Uplift design wind pressure =qh*GCnUz psf -7.9 -6.9 6.2 5.7 14.8 WLFUz=Uplift wind force =pUz*Ala lbs. -135.7 119.2 -106.9 -98.7 i DLFUz=Net ASD uplift = dLF1*0.6+ WLFUz*0.6 lbs -47.9 -38.1 -25.7.9 z BWuz=ballast required = DLFUz/0.6 lbs 79.9 63.5 51.1 51.1 42.9 pUz=Uplift design wind pressure =qh*GCnUz psf -6.2 -5.5 -5.2 4.8 13.6 oan W WLFUz=Uplift wind force =pUz*Ala lbs -106.9 -94.6 90.5 82.2 tf DLFUz=Net ASD uplift = dLF1*0.6+ WLFUz*0.6 lbs -30.7 -23.30 20.8 -15.9 z BWuz=ballast required=-DLFUz/0.6 lbs 51.1 38.8 34.7 26.4 pUz=Uplift design wind pressure =qh*GCnUz psf -7.9 -5.7 -6.2 -6.2 -4.8 -4.8 14.8 v CIO WLFUz=Uplift wind force =pUz*Ala lbs -135.7 -98.7 106.9 82.2 DLFUz=Net ASD uplift = dLF1*0.6+ WLFUz*0.6 lbs 47.9 -25.7 30.7 15.9 BWuz=ballast required=-DLFUz/0.6 lbs 79.9 42.9 51.1 26.4 pUz=Uplift design wind pressure =qh*GCnUz psf -6.2 -5.5 -5.2 -4.8 13.6 :2 WLFUz=Uplift wind force =pUz*Ala lbs -106.9 -94.6 -90.5 -82.2 v-20.8 u DLFUz=Net ASD uplift = dLF1*0.6+ WLFUz*0.6 lbs -30.7 -23.3 -15.9 BWuz=ballast required =-DLFUz/0.6 lbs 51.1 38.8 34.7 26.4 iv Uz-U lift design wind pressure =qh*GCnUz L p psf 7.9 5.7 -6.7 -115.1 -4.8 - 14.8 _ - = - _ _ _ WLFUz=Uplift wind force=pUz*Ala Ibs -135.7 -98.7 ,-115.1 -82.2 J8 � 5 DLFUz=Net ASD uplift = dLF1*0.6+ WLFUz*0.6 lbs -47.9 -25.7 -35.6 -15.9 BWuz=ballast required=-DLFUz/0.6 lbs 79.9 42.9 26.4 ,° pUz=Uplift design wind pressure =qh*GCnUz psf -7.1 -5.5 -6.2 6.2 4.8 13.6 Iw WLFUz=Uplift wind force =pUz*Ala lbs -123.4 -94.6 106.9 82.2 t DLFUz=Net ASD uplift = dLF1*0.6+ WLFUz*0.6 lbs -40.5 23.3 -30.7 -15.9 o "' BWuz=ballast required =-DLFUz/0.6 lbs 67.6 38.8 51.1 26.4 The aerodynamic differences among different sub -sections 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, orange - the deep interior. See Page 7 for expanded calculations pertaining to the highlighted sections. Image 1: AerodVnomic Zones from RWDI Report Aerodynamic Zone Key Plan for Table 2 Aerodynamic Zone Key Plan for Table 3 _ (Portrait Orientation) (Landscape Orientation) N N Page 4 740-249-1877 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 _14M, Uplii Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 ECali bri umSolar, 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 (IAS 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 Ballast (Ib) to Resist Sliding r 1 a Ballast = a I (6C )' - A • (— + �GC Is A a M D drag W' riz ' L P drag drag p P uPTift uYPiftI U Table 5: Ballast to RP -I -t Slirlina Cnlrid;itinn 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 = 55.79 fn Ca Iso see Table 1j = 0.49 Auprft = 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 GC uplift = 0.20 Total Required Ballast Weight (Per Image 2)= 1153.81 Wballastblock = 32 Total Required Ballast Blocks: 37 Ballast Application to Sheet S-1.0 (Ib) 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 EcoFoot 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 Uplift, Sliding, &Seismic Calculations for the Proposed Project in Denver, CO 80212 �cotibreumSatar2 Image 3• Example of Module and Ballast Graphical Representation FrnFnnr 2+ Rallast LOVOUt Break Line EcoFoot 5D Ballast La out (green dashed line) a 1 EcoFoot location with required 52.47 27.36 0 number of ballast blocks ) 1 ( 52.47 27.36 0 Module, with required ballast 1 weight "BWW" called out 0 The ballast prescription array shown in Image 4 is one of 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. EcoCalcs 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 N Q, IDI - LL Z Q V c C LL LL 0 0 79.905 J;1.12 51.12 34.67 34.67 0,:,, 0 0 63.45 42.89 42.89 26.45 26.45 0 0 0 K;flr.. 63.45 42.89 42.89 26.45 26.45 0 42.89 26.45 26.45 26.45 26.45 0 -42-:89- 26.45 - 26.45_ - _26 45 - 26.45_ 0.4 26.45 26.45 42.89 26.45 26.45 42.89 26.45 26.45 26.45 26.45 79.90 59.34 59.34 51.12 51.12 o. NOTE: The colored module locations in Image 4 correspond to the some colored areas in Table 4: green - the north corners, purple - the east or west edge, orange - the deep interior. See Page 7 for more detailed calculations. Page 6 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 Detailed Calculations From Table 4 EcolibriumSolar' North Corner Module GCn Value from RWDI report: -0.33 h value from Table 3: 23.82 Uz = Uplift design wind pressure in Z direction = h*GCn: -7.86 psf Am = Surface Area of Module: 17.50 sqft Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sqft WLFUz=U lift wind load force in Z direction= Uz*Ala -135.69 Ibf dLF1= Dead load of one module and attributed hardware: 55.79 Ibf DLFUz=U lift design load using ASD combo #7 = dLF1*0.6 + WLFUz*0.6 -47.94 Ibf BWuz=ballast weight required to resist wind uplift= -DLFUz/0.6 79.90 Ibf East/West Edge Module GCn Value from RWDI report: -0.24 h value from Table 3: 23.82 Uz = Uplift design wind pressure in Z direction = h*GCn: -5.72 psf Am = Surface Area of Module: 17.50 sqft Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sqft WLFUz=U lift wind load force in Z direction= Uz*Ala -98.69 Ibf dLF1= Dead load of one module and attributed hardware: 55.79 Ibf DLFUz=U lift design load using ASD combo #7 = dLF1*0.6 + WLFUz*0.6 -25.74 Ibf BWuz=ballast weight required to resist wind uplift= -DLFUz/0.6 42.89 Ibf Interior Module GCn Value from RWDI report: -0.22 h value from Table 3: 23.82 Uz = Uplift design wind pressure in Z direction = h*GCn: -5.24 psf Am = Surface Area of Module: 17.50 sqft Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sqft WLFUz=U lift wind load force in Z direction= Uz*Ala -90.46 Ibf dLF1 = Dead -load ofone module and -attributed -hardware: - - - 55..79- Ibf DLFUz=U lift design load using ASD combo #7 = dLF1*0.6 + WLFUz*0.6 -20.80- lbf BWuz=ballast weight required to resist wind uplift= -DLFUz/0.6 34.67 Ibf Page 7 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 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 TUV Rheinland File Number: L1-ELS130905 TUV RFieinland Project_ Number: ELS13690.5- 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. TUV Rheinland PTL Email: jcastagna@us.tuv .com 480-966-1700, x153 June 16, 2014 You may--usthis correspondence as an interim- Letter of Compliance (LOC) indicating _ yoursystemhas met the relevant bonding requirements of UL Subject 2703. - ruv Rheinland PTL - - PhotovoltaicTesting Laboratory 2210 South Roosevelt Street Sincerely, Tempe, Arizona 85282 Main Phone; 480-966-1700 Main Fax; 775-314-6458 Email: info@tuvptl.com Jack Castagna Solar Components Program Manager TUV Rheinland PTL, LLC 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 L L U EcolibriumSolar Attachment with Strut - Instruction 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. A�11111®s 1" — 1. Position Strut under and near 2. Determine which side of Strut 3. Place Roof Attachment within center of PV module in line you will install Roof 1.5"- 4" from attachment -side - with center slots on Wind Attament. edge of Strut, illustrated by ch Deflector. Position Strut Roof Attachment can be green line. throughout the array as shown installed on either side. on array design layout. ZAN- 4. Slide Strut away and install Roof Attachment per manufacturer's instructions. 5. Slide Strut back into position over Roof Attachment. 6. Assemble Clamp components as shown. Attach South row Module Clamps onto Strut and Modules. Place Strut Nut into Strut channel. Slide Clamp to Module Frame. Tighten Bolt to 14ft-1bs. Ecofoot2Plus_Attachment _Installation -Instructions -v1.1 Page 2 of 4 ecolibriumsolar.com July 16, 2018 1 1 !111111 1 1 1 iiipiiii i i q I i!11101� i 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 attachment system comprised of a U -Anchor plate with a 3/8"-16 x 1- 3/8" tall stainless steel stud and a Peel & Stick EPDM Flashing. The U -Anchor 2400 EPDM provides a positive, watertight, manufacturer accepted attachment for mechanically attached or fully adhered EPDM roof membranes. The U -Anchor 2400 EPDM 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 individually Full box quantities: 10 units Attachment: The U -Anchor 2400 EPDM is attached by securing the U -Anchor Plate using 2-8 approved fasteners. The U -Anchor 2400 EPDM must be adhered to the primed roof membrane using traditional EPDM installation methods. The product with 1 000 uses! Testing, Approvals and Listings: The U -Anchor 2400 EPDM was testedinaccordance with, ASCF-7-05 - ASTM E330-02 (2010)TAS 11713. Test reports can be requested online 11.750 or through your distributor. Warranty: 10 year standard material warranty Up to 20 year material warranty available Anchor Products TM P.O. Box 1551 888-575-2131 Colleyville, TX 76034 m www•anchorp.com Info@anchorp.co MADEINTHE �� 1.750 R3.000 3/6"-16 X STULLLE1.375 Patent: Search "Plate" at www.Vmarlced.com v L% r" cq x 10 00 0 0 Lq LO w o u m � O O O O N 0' N CD _ � Q CL O 0I Z o< lu W N O Q 3 LU 3 o w Q N< a v N C Cv v =U W Q`o U £ j g W I J < Q F— LU WLLJ O U w C w 03fLL O Q ,N �z 00 zoo z LU < � o� NO 090'0 11 09Z' O U m PRODUCT INFORMATION C4t11�E�rt1����, .TRUFAST #14 HD Roofing Fasteners PRODUCT DESCRIPTION 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. APPROPRIATE ACCESSORIES Use with TRUFAST® MP -2000, MPB-2000, MPB-2400 Seam Plates; MP -3000 and MPR -3000 Insulation Plates: and BB -18F and BB -18R Batten Bar. CODE APPROVALS& LISTINGS FM Global FM Miami -Dade Count COUNTY y � IIIIIIF State of Florida - FL#: 4500 CE European Technical Approval ETA 09/0375 MATERIAL SPECIFICATIONS Material: SAE C1022_, heat tr_eated.. _. Manufacturing Location: Bryan, OH USA Coating: Tru-KoteT"" Epoxy E -Coat g y LEED®Eliibfe Rec cled-Content: 20% PRODUCT SPECIFICATIONS PART LENGTH (See Chart Below) W38 .110 � � THREAD LENGTH (See Chart Below) .8.180 J MAJOR DIA. 0.237 J 13 THREADS/INCH #2 DRILL POINT FLAT TRUSS HEAD 0.130 PRODUCT SELECTION Part 1, Part Length ThreadLengthI I . Wt. Palletqty. HD -1500 1-1/2" 38.1 mm 1-1/2" (Full) 38.1 mm 1000/Bucket 12.9 lbs.F80,000 HD-2000 2" 50.8 mm 2"(Full) 50.8 mm 1000/Bucket 15.5 lbs. HD -2500 2-1/2" 63.5 mm 2-1/2" (Full) 63.5 mm 1000/Bucket --19.4 lbs. HD -3000 3" 76.2 mm 2-7/8" 73 mm 1000/Bucket 23.7 lbs. 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 THUFAST � #14 HD Roofing Fasteners PERFORMANCE DATA Property Standard Average Ultimate�Value Tensile Strength: ASTM F606-10 32001bf. Shear Strength: NASM 1312-20 2200 IV, (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. 8 ga. IV y°' 3.0 ksi 80.0 ksi Yield Strength 36.5 ksiF315 Pullout (Ibf.) 255 480 102.0 ksi 33.0 ksi 560 420 80.0 ksi 615 102.0 ksi 33.0 ksi 710 675 80.0 ksi 885 102.0 ksi 33.0 ksi 985 850 80.0 ksi 1115 102.0 ksi 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. INSTALLATION1 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 fastener perpendicular to the deck and not to overdrive the fastener to prevent damage to the insulation or membrane. DISCLAIMER 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 verify the substrate provides adequate pull-out values. ALTENLOH, BRINCK & CO. U.S., INC. OO C SINGE 1823 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 are sold 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" 15/32" 19/32" 23/32" 15/32" 19/32" 23/32" Pullout (Ibf) 270 290 310 410 360 410 730 795* * 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. INSTALLATION1 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 fastener perpendicular to the deck and not to overdrive the fastener to prevent damage to the insulation or membrane. DISCLAIMER 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 verify the substrate provides adequate pull-out values. ALTENLOH, BRINCK & CO. U.S., INC. OO C SINGE 1823 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 are sold 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+- Installation Instructions Chalk lines on roof denoting two outside edges of the EcoFoot2+0 according to project drawing. Place EcoFoot2+1 Bases (A) in position. Tip: Ensure lines are square using 3-4-5 principle. Tin: 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. Tip: 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. Tip: 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+0 Base(A) to secure Rocker. Tip: Only install Clamps where modules will rest. Refer to diagram below for correct placement and orientation of Clamps. NO Ecofoot2Plus Install Guide_V1.6-FINAL January 5, 2018, ES10560 Place module onto EcoFoot2+0 Base (A). Using a 1/2" deep socket, torque Nuts (F) to 14 ft -lbs. Space modules 1/2"apart using talignment marks on the Clamps. Page 7 of 12 ecolibriumsolar.com DOTEC CORP. CUSTOMIZED ENGINEERING SOLUTIONS September 21, 2016 To: Unirac, Inc. 1411 Broadway Blvd NE Albuquerque, MN 87102-1545 Attn: Engineering Department, Re: Engineering Certification for Unirac's SolarMountTM Design & Engineering Guide and U -Builder DOTec Engineering has reviewed and certified Unirac's SM SolarMountTM "Design & Engineering Guide: Flush - To -Roof Design" and the "Installation Guide", including Unirac's three rail types, Solarmount Light, Solarmount Rail and Solarmount HD. All information, data, and analysis contained within the D & E Guide and U -Builder are based on, and comply with the following: I. ASCE/SEI 7-10 — Minimum Design Loads for Buildings and other Structures 11. 2015 international Building Code (IBC) III. 2015 International Residential Code (IRC) IV. Steel Construction Manual, 13th Ed., American Institute of Steel Construction V. Aluminum Design Manual, The Aluminum Association, 2005 This certification excludes connections to the building structures and the effects on the building structure components. This letter certifies that the structural calculations contained within Unirac's SolarMount Design & Engineering Guide and U -Builder are in compliance with the above Codes. Please call if you have any questions or concerns. p,DO L1 `Q 0�,..Nso S Sincerely, �'. O��O N� 's a 43996 m's � FSS •....���C,� Dr. Ildefonso " Al" Gonzalez, P.E. PhD Colorado #43996 DOTec Engineering, Inc. St. Charles, MO The Cli is Young Building • 424 Je11'erson St • Saint Charles, A10 63301. 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O Ow Z CO S� OZ .` vo ' 3 W z O m 10 MCC a Q Sf cL q 3 J C l7 a d F 0, 5 z p - L l7 C m W N G =v a LA- 0 O m X1 Al9W3ssvdWy1:)4N3 `_� PART # TABLE P/N DESCRIPTION 302027C SM BND MIDCLAMP BC SS 302027D SM BND MIDCLAMP BC DRK SS 302028C SM BND MIDCLAMP EF SS 302028D SM BND MIDCLAMP EF DRK SS 302029C SM BND MIDCLAMP DK SS 302029D SM BND MIDCLAMP DK DRK SS -- - FOR -BONDING END CLAMP REFER TO SHEET SM -P05 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE; 505.242.6411 WWW.UNIRAC.COM 1 1-*,--- n(�4n Y� 1%" lyll Re 1Y16n - VARIES - REFER TO SHEET SM -P05 BONDING SM MID CLAMP BONDING SM END CLAMP PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING TOP CLAMPS REVISION DATE: 10/26/2017 1.0 DRAWING NOT TO SCALE ALL DIMENSIONS ARE Q �--i NOMINAL o Q PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 2. PACKAGING: KITS OF 10 .r -a'+. i 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRACCOM 3/"-16 X 11/4" HEX BOLT CUSTOM %" NUT WITH 1/2" HEXA PART # TABLE P/N DESCRIPTION 004050M FLASHKIT PRO MILL 004050D FLASHKIT PRO DRK PRODUCT LINE: SOLARMOUNT DRAWING TYPE: KIT DETAIL DESCRIPTION: FLASHKIT PRO REVISION DATE: 9/27/2017 DRAWING NOT TO SCALE ALL DIMENSIONS ARE ch O NOMINAL a PRODUCT PROTECTED BY c�J1 ONE OR MORE US PATENTS LEGAL NOTICESHEET BONDING SPLICE BAR 0 0 DESCRIPTION 0 0 303018D BND SPLICE BAR SERRATED DRK 9/27/2017 PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET TYPICAL SPLICE BAR DETAIL ,� �� ^ 1� JLLF DRILLING SS SCREWS INCLUDED TYPICAL EXPANSION JOINT DETAIL PART # TABLE P/N DESCRIPTION 303018C BND SPLICE BAR SERRATED CLR 303018D BND SPLICE BAR SERRATED DRK llMllx mill-lk 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW,UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING SPLICE BAR REVISION DATE: 9/27/2017 NOTE THAT ONLY 2 SCREWS ARE USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS -AN -EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INSTRUCTION. DRAWING NOT TO SCALE ALL DIMENSIONS ARE Ln 0 NOMINAL Q ch PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET X" BOLT LOCATION —\ %" BOLT LOCATION---__ PART # TABLE P/N DESCRIPTION LENGTH 320132M SM RAIL 132" MILL 132" 310132C SM RAIL 132" CLR 132" 320168M SM RAIL 168" MILL 168" 310168C SM RAIL 168" CLR 168" 320168D SM RAIL 168" DRK 168" 320208M SM RAIL 208" MILL 208" 310208C SM RAIL 208" CLR 208" 320240M SM RAIL 240" MILL 240" 310240C SM RAIL 240" CLR 240" 310240D SM RAIL 240" DRK 240" oil uiiil 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW,UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: STANDARD RAIL REVISION DATE: 9/11/2017 DRAWING NOT TO SCALE ALL DIMENSIONS ARE o NOMINALL 00 �- PRODUCT PROTECTED BY un ONE OR MORE US PATENTS LEGAL NOTICE SHEET L: [ - t.... � AMM, Component I QTY Modules: Li htWa LW255 29 P 10 Inverters: Enphase IQ6-60-2-US 10 Placards AC Disconnects JunctionBox A CAUTION INVERTER OUTPUT CIRCUIT Utility Accessible AC Disconnect 30A, 2P Unfused Square D DU221RB (or equivalent) Labeled: "PV AC Disconnect" 200A Subpanel Siemens S304OL1200- MLO 120/240 Vac, 113h, 3W Located inside garage 15A back -fed solar breaker located at opposite end of bus from main breaker per NEC 705.12(D)(3)(b) I� PV Production Meter (Xcel) EGC bonded to rail Nema 3R Junction Box Milbank U481XL5T9 200A/600V and sized per NEC Roof Mounted (or equivalent) 250.122 PV Production Meter (per Xcel) Meter Bank Siemens Power Mod WML31225RJ 1200A Busbar, 240V, 225A Branch Rating 150A Breaker on Branch Circuits Utility Meter (per Xcel) 150A Main Service Panel G Siemens Power Mod pA Switch W51600CU M 1200A Max WARNING A CAUTION I PHOTOVOLTAIC SYSTEM PV PRODUCTION METER 5800 W 39th Place SOLAR ELECTRIC SYSTEM CONNECTED DUAL POWER SUPPLY kWh meter THIS SERVICE METER IS ALSOSE RVED Wheat Ridge, CO 80212 BY A PHOTOVOLTAIC SYSTEM SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM InverterSpecifications Make Enphase Model IQ6-60-2-US Rated Power 240 W Max DC Voltage 48 V Min DC Voltage 16 V Max DC Current 15 A Output Current 0.96 A Output Voltage 240 V Max # per branch 16 Efficiency 96.50% Physical Characteristics Weight 1 2.84 lbs. Compliance UL1741/IEEE1547 Rapid Shutdown Built in Module Specifications Make Li htWa Model LW255 29 P Pmax 255 W vmpp 30.1 V Impp 8.48 A Voc 37.88 V Isc 8.9 A # of Conductors (w/out round) Temp. Coeffcicents Voc -0.33%1/-c Total Area (sq. in.) Physical Characteristics Width 391 in. Height 64.51 in. Weight 41 1 lbs. Inverter Max DC Voltage (V) Compliance 200 UL1703 Utility Accessible AC Disconnect 30A, 2P Unfused Square D DU221RB (or equivalent) Labeled: "PV AC Disconnect" 200A Subpanel Siemens S304OL1200- MLO 120/240 Vac, 113h, 3W Located inside garage 15A back -fed solar breaker located at opposite end of bus from main breaker per NEC 705.12(D)(3)(b) I� PV Production Meter (Xcel) EGC bonded to rail Nema 3R Junction Box Milbank U481XL5T9 200A/600V and sized per NEC Roof Mounted (or equivalent) 250.122 PV Production Meter (per Xcel) Meter Bank Siemens Power Mod WML31225RJ 1200A Busbar, 240V, 225A Branch Rating 150A Breaker on Branch Circuits Utility Meter (per Xcel) 150A Main Service Panel G Siemens Power Mod pA Switch W51600CU M 1200A Max WARNING A CAUTION I PHOTOVOLTAIC SYSTEM PV PRODUCTION METER 5800 W 39th Place SOLAR ELECTRIC SYSTEM CONNECTED DUAL POWER SUPPLY kWh meter THIS SERVICE METER IS ALSOSE RVED Wheat Ridge, CO 80212 BY A PHOTOVOLTAIC SYSTEM SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM InverterSpecifications Make Enphase Model IQ6-60-2-US Rated Power 240 W Max DC Voltage 48 V Min DC Voltage 16 V Max DC Current 15 A Output Current 0.96 A Output Voltage 240 V Max # per branch 16 Efficiency 96.50% Physical Characteristics Weight 1 2.84 lbs. Compliance UL1741/IEEE1547 Rapid Shutdown Built in Main Service Panel labeled: "Photovoltaic System Connected WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN System Electrical Specificaitons NEC Verison 2017 System Size 2.55 kW DC 2.4 kW AC Modules LW255(29)P Modules: Li htWa Inverters IQ6 60 2 -Us Inverters: Enphase Main Service Panel labeled: "Photovoltaic System Connected WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN PV AC Conductor Schedule DISCONNECT TO Conductors "OFF" POSITION TO , SHUTDOWN PV Insulation Quanity Size CuorAl Insulation Conduit Location A 2 SYSTEM AND REDUCESHOCK B 3 10 Cu HAZARD IN ARRY Correction Max Temp Factor ("C) 310.15(B)(2)(a) # of Conductors (w/out round) ONE -LINE NOTES 1. Wire sizes are as indicated or larger. 2. All equipment is bonded by mechanical means or by a grounding conductor. The PV system is bonded to existing household ground at the grounding terminal in the main panel to maintain NEC requirements. 3. The PV modules are ungrounded via micro -inverter connection. 4. The system is grid-intertied, no batteries. 5. PV Production -Meter - The self-contained metering will be in compliance with the most recent revision of the Xcel Energy Standard; specifically Section 4.11. - The PV production meter will be required to have PV source circuit wired to the line side terminals (top of meter block) - The meter sock% for the PV Production meter shall be marked with a stamped brass, aluminum or stainless steel tog, indicatin the address including the unit, typically : PV PROD" in accordance with the requirements for "Meter Identification" in Section 4.14.4. of the Xcel Energy tandard. - The PV Production meter shall be located within ten (10� feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitte for review. The local meter shop must approve the site plan for application approval; site mootinac ran ho arranaorl iinnn roto ioct Ambient Temp. Derate Conductor Schedule One Line Conductors EGC Key Quantity Size Cu or Al Insulation Quanity Size CuorAl Insulation Conduit Location A 2 12Cu THWN-2 1 6 Cu Bare Free Air Roof B 3 10 Cu THWN-2 1 10 Cu THWN-2 .5" EMT Roof/Exterior ONE -LINE NOTES 1. Wire sizes are as indicated or larger. 2. All equipment is bonded by mechanical means or by a grounding conductor. The PV system is bonded to existing household ground at the grounding terminal in the main panel to maintain NEC requirements. 3. The PV modules are ungrounded via micro -inverter connection. 4. The system is grid-intertied, no batteries. 5. PV Production -Meter - The self-contained metering will be in compliance with the most recent revision of the Xcel Energy Standard; specifically Section 4.11. - The PV production meter will be required to have PV source circuit wired to the line side terminals (top of meter block) - The meter sock% for the PV Production meter shall be marked with a stamped brass, aluminum or stainless steel tog, indicatin the address including the unit, typically : PV PROD" in accordance with the requirements for "Meter Identification" in Section 4.14.4. of the Xcel Energy tandard. - The PV Production meter shall be located within ten (10� feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitte for review. The local meter shop must approve the site plan for application approval; site mootinac ran ho arranaorl iinnn roto ioct V- Ambient Temp. Derate v L � ' � Conduit Sizing U Voltage Drop Module/Inverter Compatibility NEC 705.12 (D) i a-a One Line Ke Correction Max Temp Factor ("C) 310.15(B)(2)(a) # of Conductors (w/out round) Conductor Size Conductor Area (sq.in.) Chapter 9 Table 5 EGC Area (s .in.) Total Area (sq. in.) 40% Fill Chpt. 9 Tbl. 4 (s .in.) Conduit Type One-way Length (ft) Resistance (Ohms/ft) Voltage drop (%) Total Voltage Drop (%) Temp Corrected Voc (V) Inverter Max DC Voltage (V) Main Busbar Size (A) 200 Main Breaker Size (A) 150 A 59.6 0.71 2 12 Free Air 15 0.002 0.26 0.89 43.9 48 Max PV Breaker Size A 90 B 59.6 0.71 3 10 0.0211 0.0211 0.0844 0.122 .5" EMT 60 0.0012 0.63 Actual PV Breaker Size (A) 15 One Line Key Description Nominal Current (A) Max Current (A) Conductor Size (AWG) Cu or Al Insulation Conductor Am acit (90°) Total # of Conductors # of Current Carrying Conductors Adjustment Factor for current -carrying wires Ambient Temp. Correction Factor Conditions of Use Ampacity Required Ampacity Terminal am acit (75°) Min. EGC OCPD (A) Required EGC NEC 690.8(B)(1) 310.15(B)(16) 310.15(B)(5) 310.15 B a a 310.15 B 2 a 690.8(b)(2) 690.8(B)(1) 310.15(B)(16)T 250.122 A Trunk cable toJ-box 9.6 12 12 Cu THWN-2 30 2 2 1 0.71 21.3 12 25 15 14 AWG 6 B Jbox to Main Service Panel 9.6 12 10 Cu THWN-2 40 3 2 1 0.71 28.4 12 25 15 14 AWG 10 V- Ri®' A 2 Divisso� v L � ' � bA � U O U D a rn Cd o Y W ^ rn i a-a o P� �.l Ri®' A 2 Divisso� Design Criteria s stem S ecificaitons AHJ Wheat Ridge Wind (3s) 105 mph Snow 30 psf Exposure c NEC 2017 IBC 2012 ASHRAE Extreme Min -23.6 'C ASHRAE 2% High 37.6 'C 2012 IFC Set Backs Bu [ding Information Ride 36 in Roof Ede 36 in ,Valley 18 in lHip 18 in Building Structural Info s stem S ecificaitons System Type Grid -tied DC Size 2.55 kW AC Size 2.4 kW Module QTY 10 Inverter QTY 10 Array Area 176.4 SQ. FT. lArray Weight 2.51 lbs/SQ.FT. Square D DU221RB or similar 1 PV Meter Bu [ding Information Main Breaker 150 A Main Busbar 200 A Building Stories 2 Roof Type EPDM & Comp. Shingle Array 1 azimuth 180 Degrees Array 1 Tilt 1.18 Degrees ±,rray 2 azimuth 90 Degrees Array i Tilt 14 Degrees Building Structural Info s stem Components Building Stories 2 Com onent Ecol'asten SCL-101-3, GF1 QTY Modules: Li htWa LW25S(29)P 10 Inverters: Enphase IQ6-60-2-US 10 Junction Box Nema 311 1 AC Disco. Square D DU221RB or similar 1 PV Meter Milbank U481XLST9 1 Building Structural Info PV System Structural info Building Stories 2 Attachment Type Ecol'asten SCL-101-3, GF1 RoofType Comp, Shingle # of Attachments 30 Trusses Type 2x8 Max Attachment Spacing in. 48 Truss Spacing (in. oc) 24 Module Overhang 6"-14" * Building structure designed for additional Rail Type (5) psf dead load for PV systemRail Length (ft) Unirac Rail SM 100 Weight perAttachment(lbs.) See attached for further structural information 3���4�aee System Wei ht W > Structural Calculations Component Weight (lbs) QTY I Total (Ibs) Array Area ( .ft.) ) 176.49 Modules 41 10 410 Weight perAttachment(lbs.) 15.65 Inverters 0.965 10 9.65 Distributed Weight (lbs/s .ft) 2.66 Racking 0.5 100 50.0 Max allowed cantilever in. 19.20 Total (Ibs) 469.6 See attachment for further calculations 3���4�aee 240" Nw Ecolibrium Ecofoot Racking CD N (Existing) Utility Meter Bank 000 (See image for location) (New) AC Disconnect 97" (New) PV Production Meter (Existing) Service Panel Inside Garage r'Ity Ot Wheat R/dg4 7�g QIV15 E 9 8vv W > L CL K of U c 0 3 IxIRA_fters g E4 m 240" Nw Ecolibrium Ecofoot Racking CD N (Existing) Utility Meter Bank 000 (See image for location) (New) AC Disconnect 97" (New) PV Production Meter (Existing) Service Panel Inside Garage r'Ity Ot Wheat R/dg4 7�g QIV15 E 9 8vv L ogo K of c 0 3 IxIRA_fters g E4 m r p � b a � o 1s OC 2 M e o a g o e • 240" Nw Ecolibrium Ecofoot Racking CD N (Existing) Utility Meter Bank 000 (See image for location) (New) AC Disconnect 97" (New) PV Production Meter (Existing) Service Panel Inside Garage r'Ity Ot Wheat R/dg4 7�g QIV15 ATTACHMENT TYP. am �� 1r 1 LIGHTWAY 255W ECOMOT2+ LANDSCAPE ELEVATION/ISO VIM SCALE NTS UNITS: INCHES AVG PSF ITEM QTY LBS TOTAL WEIGHT S-1.0 13/8. = 1.-D ECO' OOT2+ 9 5 45 DEFLECTORS 4 6 24.00 BALLAST BLOCKS 0 32 0 PANELS 4 43.0 72 ATTACHMENTS (SEIS.) 0 2 0 1 —MOD ATTACH. 0 9.6 0 2—MOD ATTACH. 2 18.8 37.6 TOTAL WEIGHT 278.6 ARRAY AREA (sqft) 118.99361 AVG PSF 2.34 clIty pr Wheat Ridge ". MODULE NOTES -W MODULE SPECS (W): 255 -W MODULE QUANTITY: 4 -SYSTEM POWER RATING (STC kWEc): 1.02 -ORIENTATION/TILT (DECREE): LANDSCAPE/9.64' BALLAST NOTES BALLAST BLOCK: 16'n0'A4' O 32 LBS ECOroDT 2� LDCATIDN DETAIL (BLOCK PER E2+): O- a aO[AS PEA 62+ PlSE BILL SOF MATERIALS NAME I .� ECOFOOT2+ (ECO -002-207) 9 UNIVERSAL CLAMP KIT (ES10456) 6 WIND DEFLECTOR (ECO -002_311B) 4 PA BRACKET KIT (ES10493) 0 BALLAST BLOCK 0 ATTACHMENT 2 ROOF TO STRUT (ES60843) 2 STRUT TO MODULE (ES50844) 4 4B" STRUT 0 106" STRUT 2 SITE NOTES BASIC WIND SPEED (MPH) 125 EXPOSURE CATEGORY B GROUND SNOW LOAD (PSF) 35 OCCUPANCY CATEGORY II SEISMIC (Ss) 0.186 ROOF HEIGHT (FT) 20 ROOFING TYPE EPDM BUILDING CODE IBC 2015 PLEASE REFER TO ACCOMPANYING, SEALED LETTER DETAUNG REQUISITE PROJECT DESIGN PARAMETERS. ASSOCIATED SEALED LETTER COMPLETES DESIGN SET N0. REVISION BY DATE D uAavm wrour TS SHOP DRAWINGS NOT FOR CONSTRUCTION" ECOLIBRIUM SOLAR 507 RICHLAND AVE., SUITE 202 ATHENS, OH, 45701 PRow�cm PQR CED DENVER AwLcr Nine PINCARNATION 5 PLEX 5800 WEST 39TH PLACE DENVER, CO 80212 wt. 2018-10-17^° S-1.0 13/8. = 1.-D KRIey: S JONES Q7 PERMIT: /57072-i ADDRESS: �%�'`� � JOB CODE: /17 Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough` Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection DateI Inspector I Initials Comments Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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Inspector: `T�� DO NOT REMOVE THIS NOTICE ! -;) i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 73 c L,- M ('d Job Address: S` 4 o D W 3 q Permit Number: a (D ) --7 © 9 -,4- ) ) , d - IQ n o -�r' H r_-,I� lm t, e d ❑ No one available for inspection: Time / 9 - t) AMA& Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date://(9//9 Inspector: -7-'b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 o& - fly 'd Job Address: 5-500 LL/ _S `_l Permit Number: 2 0► `7 o Crq-D 1 j _� o o -P 1 j o- A A p ro v e IV 0 ct r c e ss t� cot6 JI e d 4-o o 4_ ❑ No one available for inspection: Time = y 9 AM M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: I to i 9 Inspector: —T -,b DO NOT REMOVE THIS NOTICE w City of Wheat Ridge Commercial Roofing PERMIT - 201709211 PERMIT NO: 201709211 ISSUED: 11/22/2017 JOB ADDRESS: 5800 W 39th PL EXPIRES: 11/22/2018 JOB DESCRIPTION: Commercial reroof remove and install GAF impact resistant and EPDM, with 35sq flat roof. 5plex-5800,5810,5820,5830 and 5840 W 39th Place. *** CONTACTS *** OWNER (678)522-0163 JAMES HOU HOA -PRESIDENT SUB (303)749-5830 Mark Pijanowski 130245 All Phase Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,000.00 FEES Total Valuation 0.00 Use Tax 840.00 Permit Fee 614.55 ** TOTAL ** 1,454.55 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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 -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. City of Wheat Ridge Commercial Roofing PERMIT - 201709211 PERMIT NO: 201709211 ISSUED: 11/22/2017 JOB ADDRESS: 5800 W 39th PL EXPIRES: 11/22/2018 JOB DESCRIPTION: Commercial reroof remove and install GAF impact resistant and EPDM, with 35sq flat roof. 5plex-5800,5810,5820,5830 and 5840 W 39th Place. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appl�ca le 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 am legally authorized to include all entities named within this document as parties to the work to be performed nd that all work to be performed is disclosed in this document and/ar its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. 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. 2. 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. 3. 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. 4, No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. 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. 6. 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 oT�hiRV doling Offic A""' . Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. y City of YIhea�COMMITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # �Z) i Plan Review Fee• Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:,Sol Property Owner (please print): 1,.gM:S [Acv AM �c e.���Q Phone: 716 • S 2Z- 0) I; j Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: ��,,{,�„� ,� ( V ' Z l - Arch itect/Engineer: Arch itect/E ng 1 neer E-mail: Phone: Contractor: A) l LS S -s py- ,_ (,1 Contractors City License #: 13 C Z Phone: SV 3 2 0 ” S � 3 0 Contractor E-mail Address: < Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION 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.) s I Ay �t� C, c� f2 Dbn Sq. FULF Amps Btu's Gallons Squares 3 ' Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ LIU106D OWNER/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) ONT TOR) or, '(AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: [ l C Z - ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Work Authorization All Phase Restoration 12362 Dumont Way Littleton, CO 80125 Ph: 303.749.5830 James Hou, Agent (the "Customer") hereby affirm that I am the property owner or agent for the job location described herein and that I have the right and power to enter into this agreement. I authorize All Phase Restoration (the "Company") to provide services to the real property, personal property, and contents of the property described as Incarnation resident owners association (the "Property"). I also hereby hire and authorize the Company to provide the services (the "Work") that I have initialed below and accept responsibility to the Company for such services rendered: 0 Yes 0 No Emergency mitigation. I authorize the Company to perform emergency mitigation services. I agree that mitigation shall be considered complete when restorable structural materials and contents have been returned to pre -loss equilibrium moisture content (EMC) as measured with a moisture meter on similar materials in an unaffected area of the structure, if available. © YesEl No Reconstruction. Upon my acceptance of the Company's cost estimate, I authorize the Company to provide reconstruction services as described therein. I agree that reconstruction shall be considered complete when restorable structural materials have been returned to a pre -loss condition. I authorize the Company to enter the Property, supply all materials and perform all necessary labor to provide all authorized Work. I also agree to allow the Company to remove affected materials, as necessary, to achieve the goals as outlined in the written plan. I understand that should I decide to decline service or to follow the Company's recommended procedures, estimate, or plan that I may ask them to stop, but that I will be responsible for payment for all services rendered and any costs the Company incurs as a result of this decision. I further agree to make arrangements for completion of the job without cost or penalty to the Company and to release, defend, and hold the Company harmless as a result of my decision. In addition, in the absence of intentional wrongful acts or wrongful failures to act, I waive the right to bring suit against the Company, its owners, agents, and employees and agree to release them from all liability, indemnify and hold them harmless, and agree to defend them if suit is brought by any interested party. Unless we expressly agree otherwise, I agree that my0insurance deductible or@deposit in the amount of $95'000.00 is due prior to the Company commencing emergency mitigation services and that the balance is due upon completion of the Work, or any portion thereof. And, unless we expressly agree otherwise, if the Work is not covered by my insurance company, I agree that 30% of the estimated cost of reconstruction is due prior to the Company commencing such work, 30% is due upon the completion of 30% of the Work, 30% is due upon the completion of 60% of the Work, and the balance is due upon the completion of the Work. I agree that all rights to any insurance proceeds paid in connection with the Work performed by the Company are hereby assigned to the Company. I hereby direct any insurance company to include the name "All Phase Restoration" on any checks or drafts issued in connection with the Work performed by the Company and that such checks shall be mailed directly to the Company at the above address. In the event that an insurance company includes other parties on checks or drafts, I agree to endorse and/or obtain necessary endorsements within three days of receipt of the payment. I fully understand that I am responsible for all charges not paid by my insurance carrier or other materially interested party and agree to pay any unpaid balance immediately upon demand or upon completion of the work. James Hou' Agent 1. (the "Customer"), expressly agree that all past due amounts are subject to a service charge in the amount of 1.5% per month or 18% per annum on unpaid balances after 30 days. Additionally, Customer agrees to reimburse All Phase Restoration for all costs and reasonable attorneys' fees associated with the collection of any balance past due. The Company shall maintain the right to file a lien against the Property as well as any and all other legal remedies allowed by Colorado law. I agree to remove from the Property all cash, jewelry, firearms and other valuables prior to the commencement of work by the Company. I acknowledge that I have read the terms and conditions set forth above and on the reverse side hereof and that I understand such terms and conditions and agree to be bound thereby. Dated this 15 day of November 20 2017 Print Name Kelly Shannon Signature r�- Kelly Shannon (Nov 15, 2017) Billing Insurance Information Customer Name: Incarnation residents owners association Company: Continental Western Group@ Address: 3950 Fenton Ct, Claim Number: Property Claim 40121213 City: Wheatridge Adjuster/phone: Jenny Snook l Property Claims Representative State, Zip: Co. 80212 Agent/phone: 877.778.7874 Ext. 4214387 l Fax:; 00.365.4878 Phone: 678 522-0163 Referral Name Email: jhou01@gmail.com or kshannon99@gmaii.com Contract Total: $285042. 2 UNDERSTANDING BY THE CUSTOMER Prices: I understand that water damage is a progressive condition and that drying times vary so it is impractical to give an exact quote for services before completion. Completion of Work: The Company will diligently pursue substantial completion of the Work (the time at which the affected area may be used for its intended purpose) but shall not be held liable for delays due to late deliveries, weather, restricted access to the Property or any other conditions beyond the Company's direct control. Effect of Abnormal Water: I understand that uncontrolled water indoors is abnormal and may cause several problems that should be addressed: (1) Water may migrate into other areas of the Property so it is highly recommended that all potentia►►y affected areas be evaluated; (2) Materials swell as they absorb moisture and rapid drying will help reduce permanent damage; and (3) High humidity from evaporation can damage materials if allowed to continue and these problems get worse the longer materials remain wet. Reducing microbe growth: 1 understand that the following steps can be taken to reduce microbe growth: (1) Water can be removed as quickly and as thoroughly as possible; (2) Rapid air -movement can increase the rate of evaporation; (3) The relative humidity indoors can be reduced; and (4) If necessary, antimicrobials may be applied. Drying Equipment: I understand that drying equipment will be installed. I will not interfere with this equipment, move it, turn it off, or leave the windows open without first notifying the Company. I will also minimize my entry into affected areas and will use extrerne care when doing so. I have been informed that it may take several days to complete the drying process. I understand that I am responsible for loss or theft of drying equipment while in my care and will take necessary precautions to secure and protect this equipment for service rendered. Carpet cleaning .and Other Repairs: I understand that the Company does not schedule carpet cleaning or other repairs until drying is complete. Hazardous Substances: I agree to inform the Company, prior to the commencement of work, of any known hazardous substances or unsafe conditions within the Property. I understand that the Company, upon or after encountering such conditions, may terminate this Agreement and I agree to pay for services to date, including costs incurred related to the discovery, testing and disposal of such hazardous or unsafe substances. I agree to indemnify and hold the Company harmless from any and all claims by any person arising from the existence of and/or exposure to hazardous substances or unsafe conditions. Signature: Email: kshannon99@gmait.com rDa R O:F ICE USE, o L k . , . > City f h6 . 91Cr00rMAAM0uNiTYDr-vr-toPmENT Permit # p . $` Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee:Office: 303-235-2855 Fax: 303-237-8929 t Inspection Line: 303-234-5933 i Mailing Address: (if different than property address) Addres CitL, State, r Electrical: " W.R. City License t: Plumbing: VQ tt W.R. City License ## 0 Mechanical: 54111 /�� Will City License ## fir) , . Complete all information on BOTH sides of this form Description of work: (Check all that apply) 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE KNEW RESIDENTIAL STRUCTURE Q COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING Q RESDENTIAL ADDITION �WINDOW REPLACEMENT EICOMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) E] RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) 4MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT E]OTHER (Describe) ........ ... Sq. Ft./LF Btu'sGallons Ck Amps Squares Other Projeot Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR, SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that tile 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 applicationand that I assame fidt responsibi lity for compliance, with applicable City of Wheat Ridge codes and ordinances for work under any pe tit 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 legyal owner of any entity included on this application to list that, entity on this application. CIRCLE 01VE: (0 1 VNER g l7ltiT12I Cl r (AUTHORIZED R1 14T) of (OffiVER) (CONTRACTOR) 7 Build Lng Division Valuation. RESIDENTIAL Buildine Permit – Plan Review Worksheet Address: Zoning:_ 2 Lot Size: sq. ft. Lot Width: ft. Property in the flood plain f)kgP w If yes, add sumeying condition FLD. Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: f A-� % sq. ft. Existing Improvements: Proposed Improvements: House: sq. ft. House/addition: sq. ft. Shed: sq, ft. Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: sq, ft. Total Existing sq. ft Proposed+Existing sq. ft Lot Coverage % Lot Coverage % . ... . ......... 4--`- . ........ Required Setbacks: FR S S —R Provided Setbacks: FR S7,0 S R For additions or new construction, is the structure within 2 feet of minimum setbacks'? If yes, add surveying condition IND. Maximum Height: ftMaximum Size: sq. ft. Proposed Height: Proposed Size: �mmsq. ft. Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner. and notify building division. Strectscape: Does the pert -nit result in any of the following conditions? Ll Construction of new roads Ll Platting of new lots Ll New development Ll Additions that increase floor area by 60% or more (see forniula) (proposed floor area -I----,,--,--,-- — existing floor area .___ ) / existing floor area = inc. If any box is checked.. SF/DUPLEX—Is there existing Ll Curb LJ Gutter L35 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Docs the frontage meet current city standards? If not, strectscape construction or fees -in -lieu, will be required. T'ees-in-lieu qf dedication or construction are due at the time the permit is issued. City of SINGLE FAMIL YIDUPLEX W h6 at Ps'09C BUILVING PERMIT APPLICATION REVIEW ---�IJC WORKS Date: Location: ATTENTION: BUILDING DIVISION Ah I I have reviewed the submitted application documents to construct a V ( located at the above referenced address. Please note the comments checked below, 1. _'-�Drainage: a. Drainage Letter & Plan required -.tfyes No b. Site drainage/grading plan have been reviewed and are: L'6K NO'l'OK; refer to 1 Public Improvements required & to be completed with project: stipulations, a, street paving/patching: — Yes — No '"Completed b. curb & gutter: — Yes — No Completed c. sidewalk: — Yes — No Completed d. Other (specify): — Yes No Completed For items not constructed, the amount of funds taken it) lieu of construction: T. Does all existing roadway/alley R.O.W. meet the standards of the City: —%,-' Yes No If not, what is required? AJ / A— lf R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE- All deeds must be reviewed 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 Permit, ApVkation, sulZiect to the stated requirements and/or attached stipulations. Signa Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s):_ Signature David F Brossinan, P.L.S. Date 6, _Z Stipulations: ter 7, _1!L 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. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMITPRIOR TOTIJE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. W�� to I Ic. W(,)n s City of Wheat Ridge Municipal Building 7500 W, 2 �Ave, Wheat Ridge, CO 80033-8001 P: 30 ,235,2861 F: 303.235,2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATA ADDRESS: � ° 1, /A Dear Contractor; In conjunction with the approval ofthe building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, tent, and prig to the issuance sofa Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact rite at 303.235,2864, Sincerely, Development Review Engineer CC: Fite Rev arca City of ,rWh6atR�S!gc t.;" LIC WORKS t tt City of Wheat Ridge Municipal Building 7500 W,29"' Ave. Wheat Ridge, CO 80033-8001 1"301235,2861 V 303-235,2857 PUBLIC WORKS DEVELOPMENT REVIEW date:jet �. v Location of Construction: S ,. Purpose of Construction: Single Family Commercial Multi -Family Develloigment &v ew �r€tees rr . S100.00 (Required of all projects for docurnent processing)+ S<(l ". Commercial/ Ai crltl�III a i1i Revf• ew Sees Review of existing or minimal technical documents ......... ........... 2 0.00 $ • Initial review" of technical civil engineering documents (Fee includes reviews of the I" and 2"d submittals).- ...........$600.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the 1 " and 2 d submittals):.. ......... .......... $500.00 • Trip Generation Study Review Fee: . ...................... ......... $200.00 • 0 & M Manual Review & SMA Recording Fee. ... ........... .......... 100 0 ` Each Application will be reviewed by staff Cance and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: Resubmittal "tt,al Sees• 3'd submittal (V2. initial review fee): ....:.... ..... ... ......... ....... _ $300.00 4"' submittal (:full initial review fee): ......... ......... .......... ......... 00A0 All subsequent submittals: ............................. ......... ......... ......... f}tI400 (,Full initial review fee) T T (date at time of Building Permit issuance): Ci= PLEASE NOTE THAT IN ADDITIONTO THE ABOVE FEES, THERE WILL BE ADDITIONAI, LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION F` MP OROVENIF 'S 1IIIIg PUBLIC RIGHT-OF-WAY. Rev 12/12 v RIDGE WbFt InCornation *� c- V Planned Building i` � 'SV+CiiF#Mi6.Y ffi Y iNAWT FdMRtlIMIC° qq �q g 4, PAW N wo "Ow � Mem ,. [tt ftACE �� r �r art",., r e.a .3` a•. rdr �;�. ?".fir �` r;iri .. ti's" ._,r -ar ..,... mea" ,..�''�?" _.� .. ..�.��,# b i8 k 95te' 853 3 39M3 STM Age wassolooN i44 C ° s' it omj d� pp d ca 0 =FEATRIDOE T PRO F . x Gcwrl&wTnA aoaWsox a axU*mouuu% pw a ears s� spa &T Yak 6%#3 Sk ii P � � O' r'� i ^'�•� P +eta NRV^ ,� WCARNA ,� sosl,�s sxrx t�em'+'ss�:'sQ:w dr s 3 #o oJis m 65 ETs-�' s .NYs GRAOM AND ORAWAM PLAN x !1st Po sxrY a Wl 1 pM OTY Y$- 3 WA �� �, AOf AS g 4 Im y� 1 Wow k ow ZZ— r t *\ g x� " i s W Ar anwauxUD} ii 4 ( Wv 3 ASUB—BASW 5sw ttJA VALUE 5—YR SMRM .A6 CO I1» # r r AREA (A ¥ �� �"" � � ii Q F j� # �""'... € tom..`""""°..,«•.r.+w....w pt�'�41C!l6JAd8 , POINTDESIGN D_'7> � 7 ' 2: zV BASIN WIT 1 RUNOFF FLOW tXR CTWN } d ca 0 =FEATRIDOE T PRO F . x Gcwrl&wTnA aoaWsox a axU*mouuu% pw a ears s� spa &T Yak 6%#3 Sk ii P t OPOWL SCAM, i".cam' tt ff on "'m Cr F} mm v WCARNA ,� sosl,�s sxrx t�em'+'ss�:'sQ:w dr s 3 #o oJis m 65 ETs-�' s .NYs GRAOM AND ORAWAM PLAN x !1st Po sxrY a Wl 1 pM OTY Y$- 3 WA �� �, d ca 0 =FEATRIDOE T PRO F . x Gcwrl&wTnA aoaWsox a axU*mouuu% pw a ears s� spa &T Yak 6%#3 Sk OMS* A $ OPOWL SCAM, i".cam' � 4W 2W A x m. WCARNA ,� sosl,�s sxrx t�em'+'ss�:'sQ:w dr s 3 #o oJis m 65 ETs-�' s .NYs GRAOM AND ORAWAM PLAN x !1st Po sxrY a Wl 1 pM OTY Y$- 3 WA �� �, 580 -5840 W 39'x' Avenue 201401564-1568 Property Organization HERS Urban Green development GreenSpot Energy ft Sustainabit ProjectedWorstCase 5830 W. 39th Place 303.394.0808 2014-8-15 Wheat Ridge, CO 801212 Melissa Batdridge Rating No:GSES - RowHome5 d Weather:denver, CO Builder Rater td:8653228 5830 W. 39th Place, d urban Green development Registry Id: GSE - HERS-UGD-5830 W. 39th Placed, Wheat Ridge,btg Projected tiro s s - Field Confirmationit a1i Heating 13.7 Ceiling 880 Cooling 7.8 Skylight 0.0 Duct 636.9Heating 15.4 td ; Cooling 9.4 Window -to -Wait 0.170 Water Heating 9.5 Window -to -Floor 0.112 Heating 8.7North 109.7 Cooling 2.7 Northeast 0.0 Water Heating 9.6 East 0.0 Lights 0t Appliances 17.2 Southeast 0.0 Photovoltaics -0.0 South 58.0 Total 48.3 Southwest 0.0 ti r i is ' to ni i ati s West 15.0 Northwest 0.0 , Heating 109 $i z11�n7 ��1 is3iatt 1 li \�a11 . 1 i� a 1 11 �� i 15 � i� at �b`� .n��iv Citi lei. Cooling 95 : S;S Water Heating 339 IECC 2012 Performance Passes Lights R Appliances 526 IECC 2009 Performance Passes Photovottaics -0 IECC 2006 Performance Faits Service Charges 120 IECC 2004 Performance Faits Total 1190 IECC 2003 Performance Passes qq r IECC 2001 Performance Passes IECC 20M Performance Passes Conditioned Space ,.. 1*633 IECC 1998 Performance Passes Shelt Area 5471 ECC of NY Performance Fails Above Grade Shell Area rig ",' 4663 ECC of NV Perf � des „ Foundation Watt � 303,` Wheat i Uu, lj if Deprtrtl n MEC 1995 Per f mance Passes Stab Floor 629APPROVED rt MEC 1993 Perf mance asses Floor 907 Subject, "i i itt ion MEC 1992 Per f mane Passes Rim And Band Joist �" 286.7 w..- °°ASHRAE 90.2 P forman asses Above -Grade Wa ,. eat Ridge a Building Dep Window . Vol of permit The Issuance of a permit opptow of - ttsrati ns Date- ....... „. , Door a putat"sons 030 not be a psrrnrt for, or an atrP oval orl704 001atton to any o the provisions oft I a e�rf a�� rtfsnano s. nr is and Rati e v14 �i e s souring to gsv r.� t,to r casrsn art Checker �P ,n . a of o any warranty of er ci�st i savings tailding Doose or o s r o f 0114 Architectural Energy Corporation, B lder,,., or r Quick Analysis Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5830 W. 39th Place 303.394.0808 Wheat Ridge, CO 80212 Melissa Baidridge 2014-8-15 Rating No:GSES - G Spot RowHome5 D For Your Home Weather: Denver, CO Builder Rater 10:8653228 5830 W. 39th Place, D Urban Green Development Registry ID: GEES - HERS—UGD-5830 W. 39th Place—D, Wheat Ridge.btg Projected Rating.* Based on Plans - Field Confirmation Required. EPA ENERGY STAR 2.0 Fails EPA ENERGY STAR 2.5 Passes EPA ENERGY STAR 3.0 Passes EPA ENERGY STAR 3.0 Guam, Puerto Rico, Hawaii Fails EPA ENERGY STAR 3.1 Passes Tax Credit Fails DOE Zero Energy Ready Home Fails HERS Index 56 REM/Rate - Residential Energy Analysis and Rating Software v 14.5 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 5830 W. 39th Place Wheat Ridge, CO 80212 Organization GreenSpot Energy Et Sustainabit 303.394.0808 Melissa Baldridge RJAWAIMMI # 2014-8-15 Rating No:GSES - RowHome5 D RaterID:8653228 CFM @ 25 Pascals Heating Cooling 0.0000 0* 14 0.10 Iscats 2.00 F 2.00 iscats 320 320 Iscals 502 502 � Area (sq.in) 27.6 27.6 kage Area 0.00012 0.00012 bell (sq.in) 0.50 0.50 CFM @ 25 Pascals 0 CFM25 / CFMfan 0.0000 CFM25/ CFA 0.0000 CFM per Std 152 N/A CFM per Sid 152 / CFA N/A CFM @ 50 Pascals 0 Eff. Leakage Area (sq.in) 0.00 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0000 Ventilation Mechanical Exhaust Only Total Recovery Eff. 0.0 Rate (cfm) 40 Hours/Day 24.0 Fan Watts 12.4 Cooling Ventitation 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 39 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 exampte, a 78 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural, Energy Corporation, Boulder, Colorado. Component Loads Property Organization Urban Green Development GreenSpot Energy ft Sustainabil 5830 W. 39th Place 303,394,0808 Wheat Ridge, CO 80212 Metissa Batdridge Weather:Denver, CO Builder 5830 W. 39th Place, D Urban Green Development GSES - HERS_UGD�-5830 W. 39th REM/Rate - Residential Energy Analysis and Rating Software v14.5 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 Loads Property Organization Urban Green Development GreenSpot Energy Ft Sustainabil 5830 W. 39th Place 303.394.0808 Wheat Ridge, CO 80212 Melissa Batdridge Weather:Denver, CO Builder 5830 W. 39th Place, D Urban Green Development GSES - HERSLUGD-5830 W. 39th zoo= 014-8-15 Rating No:GSES - • D ID:8653228 m9m REM/Rate - Residential Energy Analysis and Rating Software 04.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 Component Consumption Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5830 W. 39th Place 303394.0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowFiome5 D Weather:Denver, CO Builder ID:8653228 5830 W. 39th Place, D Urban Green Development GSES - HERS—UGD-5830 W. 39th REM/Rate - Residential Energy Analysis and Rating Software v14,5 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 Consumption Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5830 W. 39th Place 303.394,0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome5 D Weather:Denver, CO Builder ID:8653228 5830 W. 39th Place, D Urban Green Development GEES - HERS—UGD-5830 W. 39th AMM3= Is&= REM/Rate - Residential Energy Analysis and Rating Software v14.5 Page 2 of 2 lc� �'S?1'1 Component Design Loads Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabit ProjectedWorstCase 5830 W. 39th Place 303.394.0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHome5 D weathenvenver, LQ Builder I1):8653228 5830 W. 39th Place, D Urban Green Development GSES - HERS —UGD-5830 W. 39th Heating kBtu/hr REM/Rate - Residential Energy Analysis and Rating Software v14.5 This • does hot constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 1 • Component Design Loads Property Organization HERS Urban Green Development GreenSpot Energy ft Sustainabit ProjectedWorstCase 5830 W. 39th Place 303.394,0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHorne5 D Weather:Denver, CO Builder I0:8653228 5830 W, 39th Place, D Urban Green Development GSES - HERS—UGD-5830 W. 39th a=. 0.9 0.1 0.9 0.2 0.1 2.1 0.1 REWRate -Residential Energy Analysis and ating Software v14.5 Page 2 of 2 Property ro" 5830 W. 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5830 W. 39th Place, D GSES - HE8S—UGD-5830 # Ptace_D, Wheat Ridge.btg I=. Organization Qr-P-P%*r9-Fn-P" «q-;CJo.M 303.394.0808 Melissa Batdridge RINI 2014-8-15 Rating No:GSES - RowHome5 D RaterID:8653228 Calculated Peak Load (kBtu/hr) 13.7 Infiltration 0.8 Envelope 12.9 Sizing Factor 100.0 Heating Equipment Capacity(kBtu/hr) Required 13.7 Specified 45.0 Cooling Calcutated Peak Load (kBtu/hr) 7.8 Sensible 7.5 Latent 0.3 SHF 1.0 Sizing Factor(%) 100.0 Cooling Equipment Capacity (kBtulhr) Required Total 7.8 Specified Total 18.0 Specified SHF 0.7 Required Sensible 7.45 Specified Sensible 12.60 Required Latent 0.34 Specified Latent 5.40 RE /Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 5830 W. 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5830 W. 39th Place, D GSES - HERS—UGD-5830 W. 39th Place_D, Wheat RidgebIg Organization Ai 303.394.0808 Melissa Batdridge M41uffor =1 muLa"migagut MILgIll 2014-8-15 Rating No:GSES - RowHome5l) RaterID:8653228 AnnualloadMMBtu/yr Heating 15.4 Cooling 9.4 Water Heating 9.5 Annual Consumption MMBtu/yr Heating 113.7; Cooling 2.7 Water Heating 9.6 Lights & Appliances 17.2 Photovottaics -0.0 Annual Energy Cost $/yr Heating 109 Cooling 95 Water Heating 339 Lights ft Appliances 526 Photovottaics -0 Service Charges 120 Design Loads kBtu/hr Space Heating 13.7 Space Cooling 7.8 Utility Rates Electricity Default Electric Provider* Gas Default Gas Provider* REWRate - Residential Energy Analysis and Rating Software 04.5 This information does not constitute any warranty of energy cost or savings. Q 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Performance Report Property Organization HERS op Urban Green Development GreenSpot Energy It Sustainabit ProjectedWorstCase 5830 W. 39th Place 303,394.0808 - 2014-8-15 GreenSp*t Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome5 D For Your Horne Weather:Denver, CO Builder Rater ID:8653228 5830 W. 39th Place, D Urban Green Development GSES - HERS—UGD-5830 W. 39th Place_D, Wheat Ridge.btg REWRate - Residential Energy Analysis and Rating Software v1 ,5 This information does not constitute any warranty of energy cost or savings. 01985.2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 3 Performance Report Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabit ProjectedWorstCase 5830 W. 39th Place 303394.0808 2014-8-15 Gree Sp*t Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHome5 D For Your Home Weather: Denver, CO Builder RaterID:8653228 5830 W. 39th Place, D Urban Green Development GSES - HERS—UD-5830 W. 39th Place—D, Wheat Ridgebig REWRate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985.2014 Architectural Energy Corporation, Boulder, Colorado. Page 3 of 3 Property 5830 W. 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5830 W. 39th Place, D GSES - HERS—UGD-5830 W. 39th Place—D, Wheat Ridge.btg Aft Organization 303.394.0808 Melissa Batdridge Normalized Loads Btu/sf shell area/DD Heating 0.47 Cooling 7.00 Normalized Consumption kBtu/sf floor area/yr Heating 11.4 lized Consumption Btu/sf floor area/DD Heating 1.9 Cooling 6.7 Normalized Costs $/sf floor area/yr Heating 0.067 Cooling 0.058 Water Heating 0.208 Lighting 0.074 Appliances 0.248 Photovoltaics -0.000 Normalized Design Loads Btuh/sf shell area/DD Heating 0.0004 Cooling 0.0058 Normalization Factors Floor Area < 1633 Shell Area 5471 Heating Degree Days (865) 6023 Cooling Degree Days (B74) 246 REM/Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado, Property Organization HERS Urban Green Development GreenSpot Energy B Sustainabil ProjectedWorstase 5830 W. 39th Place Wheat Ridge, CO 80212 303.394.0808 Melissa Batdridge 2014--15 Rating o:GEES - GreenspieIt RowHomeS D For Your Home Weather:Denver, CO Builder Rater ID:8653228 5830 W. 39th Place, D Urban Green Development Registry ID: GEES - HERS_UGD 5830 W. 39th Ptace-.D, Wheat Ridge.btg Building Information Conditioned Area (sq ft) 1633 Conditioned Volume (cubic ft) 15064 Insulated Shell Area (sq ft) 5471 [ 1. Vaulted: R-50 Ftash/Batt Vaut (732 s.f.) R-0.0 continuous insulation, R@50.03 cavity insulation. Name: Main Flat Insulation Grade:. 1 11 til Face /inset Comments/ Location E 3 2. Vaulted: R-50 Flash/Batt Vaut (148 s.f.) R-0.0 continuous insulation, R-50.0 cavity insulation. Name: 3rd Floor Vault Insulation Grade: 1 11 111 Face /Inset Comments/ Location [ l I. Walt: R-21, 2x6, 24 o.c. 1 (838 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.13 cavity insulation. Name: Main Awatl EXT Insulation Grade: 1 11 111 Face /inset Comments/ Location () 2. Walt: R-21, 2x6; 24 o.c. 1 (189 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: Garage Walt Insulation Grade: I If III Face /inset Comments/ Location 3. Watt: R-15, 2x416 oc Fibe (1392 s.f.), Between Gond and another cond unit (adiabatic) R-0.0 continuous insulation, R-15.0 cavity insulation. Name: Party Walls Insulation Grade: I It lit Face /inset Comments/ Location informationREM/Rate - Residential Energy Analysis and Rating Software v14.5 This r. not r warrantyany s« cost or « 1985-2014Corporation,it •Colorado. �=Mripp ll 1,111: oil "t 1", 111'', Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5830 W. 39th Place 303394.0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome5 D Weather:Denver, CO Builder RaterID:8653228 5830 W. 39th Place, D Urban Green Development Registry ID: GSES - HERS—UGD-5830 W. 39th Place_D, Wheat Ridgebig Above -Grade Walls 4. Wall: R-21, 2x6, 24 o.c. 1 (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-21.0 cavity insulation. Name: Attic Kneewatts Insulation Grade: I If III Face /inset Comments/ Location 5. Watt: R-21, 2x6, 24 o.c. 1 (23 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, 8-21.0 cavity insulation. Name: Cathedral Gable Insulation Grade: 1 11 111 Face /Inset Comments/Location Window -to -Wall Area Ratio: 0.17 1. Window: U-0.30, SHGC-0.35 (50 s.f., North), U-Vatue: 0.300, SHGC: 0,350 For windows without labeled Lf -factors, describe features: Name: 1st NORTH LRoom Ax3 Orientation: North Comments/ Location 2. Window: U-0.30, SHGC-0.35 (23 s.f., North), U -Value: 0.300, SHGC: 0.350 For windows without labeled LI -factors, describe features: Name: I st NORTH FrontDr+C Orientation: North Comments/ Location 3. Window: U-0.30, SHGC-0.35 (25 s.f,, North), U -Value: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 2nd NORTH Bed H Orientation: North Comments/ Location 4- Window: U-0.30, SHGC-0.35 (6 s.f., North), U -Value: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 2nd NORTH Closet G Orientation: North Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings, 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 6 Energy Code Inspection Checklist Property Organization HERS Urban Green Development GreenSpot Energy It Sustainabil ProjectedWorstCase 5830 W. 39th Place 303.394L0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome5 D Weather:Denver, CO Builder RateriD.-8653228 5830 W. 39th Place, D Urban Green Development Registry ID: GSES - HERS—UGD-5830 W. 39th Place�_D, Wheat Ridge.big Windows and Skylights 5. Window: U-0,30, SHGC-0.35 (25 s.f., South), U -Value: 0.300, SHGC: 0,350 For windows without labeled U -factors, describe features: Name: 2nd SOUTH MBed D Orientation: South Comments/ Location 6. Window: U-0.30, SHGC-0.35 (33 s.f., South), U -Value: 0,300, SHGC.- 0.350 For windows without labeled U -factors, describe features: Name: 2nd MBed SlidingDor Orientation: South Comments/Location 7. Window: U-0.30, SHGC-0.35 (6 sf., North), U-Vatue: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd NORTH Door Orientation: North Comments/ Location 8. Window: U-0,30, SHGC-0.35 (15 s.f., West), U -Value: 0.300, SHGC: 0.350 For windows without labeled U -factors, describe features: Name: 3rd WEST Roof Windo Orientation: West Comments/ Location 1. Door: 1-3/4 Wd solid core (12 s.f.), R-Vatue 2.1 Comments/ Location 2- Door: 1-3/4 Wd solid core (6 s.f.), R -Value 2.1 Comments/Location 1. Floor: R-38* (278 sf.), Between conditioned space and garage R-0.0 continuous insulation, R-38.0 cavity insulation. Name: Cond->Garage Insulation Grade: 1 11 111 Face /inset Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 3 of 6 Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabit ProjecLedWorstCase 5830 W. 39th Place 303.394,0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - RowHome5 D Weather:Denver, CO Builder Rater ID:8653228 5830 W. 39th Place, D Urban Green Development Registry ID: GSES - HERS-UGD�5830 W. 39th Place -D, Wheat Ridge.bIg a7-7112 a 00 2. Floor: Uninsutated (629 s.f.), Between conditioned space and another (adiabatic) R-0.0 continuous insulation, R-0.0 cavity insulation. Name: Living- >Crawlspace Insulation Grade: I It III Face /inset Comments/ Location Stab Floors I I I. Name: 1st Level Insulation Grade: 1 11 111 Face /Inset Comments/ Location I Watt: R-11 Draped, Oft (214 s.f.), Between conditioned space and ambient /ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: CRAWL Exterior Insulation Grade: I It III Face /inset Comments/ Location 2< Wall: R-11 Draped, Oft (89 s.f.), Between coed and another cond unit (adiabatic) R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: CRAWL Party Insulation Grade: I It III Face /inset Comments/ Location I Joist: Band EXTERIOR (79 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-25.0 cavity insulation. Name: Band EXTERIOR Insulation Grade: 1 11 111 Face /inset Comments/ Location 2. Joist: Band EXT Garage (21 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-25.0 cavity insulation. Name: Band EXT Garage Insulation Grade: I If III Face / Inset REM/Rate - Residential Energy Analysis and Rating Software v14,5 This information does not constitute anj warrantv of energv cost or s An s Rol 11.74 g3m&# 12 M In u I M am M I MEW Property Organization HER 19 Urban Green Development GreenSpot Energy Et Sustainabil ProjectedWorstCase 5830 W. 39th Place 303.394.0808 2014-8-15 Greei Wheat Ridge, CO 80212 Melissa Baldridge Rating No:GSES - RowHome5 D Weather:Denver, CO Builder RaterID:8653228 5830 W. 39th Place, D Urban Green Development Registry ID: GSES - HERS —UGD-5830 W. 39th Place—D, Wheat Ridge.bIg Rim and Band Joists 1 Joist: Band PARTY (87 s.f.), Between cond and another Gond unit (adiabatic) R-0.0 continuous insulation, R-20.0 cavity insulation. Name: Band PARTY Insulation Grade: 1 11 111 Face /inset Comments/ Location 4- Joist: Rim EXTERIOR (41 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, 8-26.0 cavity insulation. Name: Rim EXTERIOR insulation Grade: 1 11 fit Face /inset Comments/ Location 5. Joist: Rim PARTY (60 s.f.), Between cod and another cond unit (adiabatic) R-0.0 continuous insulation, R-26,0 cavity insulation. Name: Rim PARTY Insulation Grade: I It III Face /inset Comments/ Location 1 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- Fuet-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 shalt include automatic timing controls. System type: Exhaust Only, 40 cfm, 24.0 hrs/day, 12.4 watts. System description(make) REM/Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado, Page 5 of 6 Property Weather:Denver, CO 5830 W. 39th Place, D GSES - HERS—UGD-5830 W. 39th Place_D, Wheat Ridge.btg Organization GreenSMt Energy Et Sustainabit 303.3940808 Melissa Batdridge 2014-8-15 Rating No:GSES - RowHome5 D Rater ID:8653228 Registry ID: 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 CF 50 is: 502) Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 JECC Infiltration limit for the design home is 7 ACH50. MEME32MMMUMM 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 0.010 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25 / 100 sq ft CFA. 2009 IECC Rough in Test with AII Total Duct Leakage <= 6 CFM25 / 100 sci it CFA. 2009 IECC Rough in Test without AHU: Total Duct Leakage <= 4 CFM25 / 100 sq it CFA. I= 4N 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 Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. 1, yb Property 5830 W. 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5830 W. 39th Ptace, D GSES - HERS,,,,UGD I " 5830 W. 39th Ampjay, a:� Organization 303.394.0808 Melissa Batdridge 201�-8-15 Rating No:GSES - RowHome5 D RaterID:8653228 Elements Insulation Levels 0.023 20091ECC As Designed Shell UA Check 0,023 148.0 Ceilings: 26.4 20.5 Above -Grade Watts: 57.7 55.6 Windows and Doors: 70.2 60.7 Floors Over Garage: 9.2 8.0 Basement Watts: 15.8 14.6 Overall UA (Design most be equal or lower): 179.2 159.4 Window U- actor Check (Section 402.5) 22.9 Watt Window U- actor (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, 2009 edition.) In fact, this home surpasses the requirements by V, luilding Elements Typo 3= XNTV��� Roof R-50 Ftash/Batt Vaut 0.023 732.0 Roof R-50 Flash/ Batt Vaut 0,023 148.0 Above -Grade Watts Watt R-21, 2x6, 24 oc. 1 0.057 642.9 Wall R-21, 2x6, 24 o.c. 1 0.057 183.2 Watt R-15, 2x4 16 oc Fibe 0.075 13923 Watt R-21, 2x6, 24 oc. 1 0.057 22.9 Watt R-21, 2x6, 24 oc. 1 0.057 22.9 Joist Band EXTERIOR 0,040 78.6 Joist Band EXT Garage 0.040 20.6 Joist Band PARTY 0.048 86.8 Joist Rim EXTERIOR 0,039 41.2 Joist Rim PARTY 0.039 59.5 Windows and Doors Window U-0.30, SHGC-0.35 0.300 50.0 Window U-0.30, SHGC-0.35 0.300 22.8 REM/Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Property Organization HERS Urban Green Development GreenSpot Energy Ft Sustainabil ProjectedWorstCase GreenSpot 5830 W. 39th Place 303.394.0808 2014-8-15 Wheat Ridge, CO 80212 Melissa Batdridge Rating No:GSES - For YcxjrHome RowHome5 Weather:Denver, CO Builder Rater ID:8653228 5830 W. 34th Place, D Urban Green Development GEES - HERS_UGD-5830 W. 39th Ptace-,D, Wheat Ridge.blg Building Elements Type U -Value Area Window U-0.30, SHGC-0.35 0.300 25.0' Window U•0.30, SHGC-0.35 0.300 6.0 Window U-0.30, SHGC-0.35 0.300 25.0 Window U-0.30, SHGC-0.35 0.300 33.0' Window U-0.30, SHGC-0.35 0.300 5.9 Window U"0.30, SHGC-0.35 0.300 15.0 Door 1-314 Wd solid core 0 329 11.9 Door 1-314 Wd solid core 0.329 5. ' Floors Over Garage Floor R-38* ' 04029 278.0 Basement Watts Wall Rv11 Draped, Oft 0.068 214:4 REM/Rate - Residential Energy Analysis and Rating Software v14.5 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 r Annual Energy Cost $/yr 20091ECC As Designed Heating 197 132 Cooling 92 96 Water Heating 338 338 noes 532 .O 120 I Window U -Factor Check (Section 402.5) Window U -Factor (Design must be equal or lower) 0.480 0.300 Home Infiltration (Section 4)12.4.2) PASSES Duct Leakage (Section 403.2.2) PASSES MEMMSM Mechanical Systems Signaturei Date 1, 15 August 2014 Heating Fuel -fired air distribution, 24.0 kBtuh, 92.0 AFUE. Cooling Air conditioner, 18.0 kBtuh, 13.0 SEER. Water Heating Conventional, Elec, 0.94 EF. Heating Fuel -fired unit heater, 21.0 kBtuh, 75.0 % EFF. Window -to -Floor Area Ratio. 0.11 Blower door test Htg: 2.00 Ctg: 2.00 CH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REWRate - Residential Energy Analysis and Rating Software v14.5 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Property 5830 W, 39th Place Wheat Ridge, CO 80212 Weather.Denver, CO 5830 W. 3llil 9th Place, D GSES - HERS-UGD-5830 W. 39th Place -D, Wheat Ridge.bIg Organization i*#9011%4#4prwf�p"y,k"ly�-14$)6)kt,,AleI 303.394.0808 Melissa Batdridge Elements Insulation Levels U -Value 2012 IECC As Designed Sheik UA Check Ceilings: 22.9 20.5 Above -Grade Watts: 57.7 55.6 Windows and Doors: 64.2 60.7 Floors Over Garage: 9.2 &0 Basement Watts: 13.7 14.6 Overall UA (Design must be equal or lower): 167.6 159.4 Window U -Factor Check (Section 402.5) 1812 Watt Window'l1-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 U -Value Area Ceilings Roof R-50 Flash/Batt Vaut 0.023 732.0 Roof R-50 Flash/Batt Vaut 0.023 148.0 Above -Grade Watts Wall R-21, 2)(6, 24 o.c. 1 0.057 642.9 Wall R-21, 2x6, 24 o.c. 1 0.057 1812 Watt R-15, 2x4 16 oc Fibe 0.075 1392.3 Watt R-21, 2x6, 24 o.c. 1 0,057 22.9 Wall R-21, 2x6, 24 oc. 1 0.057 22.9 Joist Band EXTERIOR O.040 7&6 Joist Band EXT Garage 0.040 20.6 Joist Band PARTY 0.048 86.8 Joist Rim EXTERIOR 0.039 41.2 Joist Rim PARTY O 039 59.5 Windows and Doors Window U-030, SHGC-0.35 0.300 50.0 Window U-0.30, SHGC-0.35 0.300 22.8 Window 11-0.30, SHGC-0.35 0.300 25.0 RE Rate - Residential Energy Analysis and Rating Software v14.5 This information does not constitute any warranty of energy cost or savings. Q 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Property Organization HERS Urban Green Development GreenSpot Energy Et Sustainabit ProjectedWorstCase 5830 W. 39th Place 303.394.0808 2014-8-15 ��� Spot Wheat Ridge, CO 80212 Melissa Baldridge Rating No,GSES - For YcxjrHome, RowHome5 D Weather:Denver, CO Builder Rater 1(:8653228 5830 W. 39th Ptace, D urban Green Development GSES - HERS_UGD-5830 W. 39th Place_D, Wheat Ridge.btg Building Elements Type U -Value Area Window U-0.30, SHGC-0.35 0.300 6.0 Window U-0.30, SHGC-0.35 0,300 25.0 Window U-0.30, SHGC-01.35 0.300 33.0 Window' U-0.30, SHGC-0.35 0.300 5.9' Window ` U-0.30, Si3GC-0.35 0.300 15.0" Door 1-314 Wd solid core 0329 11.9 Door 1-3/4 Wd solid core 0.329 5.9 Floors Over Garage Floor R-8" 0,029 278.0 Basement Watts Wall R-11 Draped, Oft 0.068 214.4 REWRate - Residential Energy Analysis and Rating Software 04.5 This information does not constitute any warranty of energy cost or savings. > 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2. Property 5830 W. 39th Place Wheat Ridge, CO 80212 Weather:Denver, CO 5830 W. 39th Place, D GSES - HER5_UGD�_5830 W. 39th ammm��� Organization GreenSpot Energy Et Sustainabil 303.394.0808 Melissa Baldridge UN0113 1111MM."Mm. 2014-8-15 Rating No:GSES - RowHome5D Rater[D:8653228 2012 IECC As Designed Heating 139 132 Cooling 101 104 Water Heating 338 338 Lights ft Appliances 532 526 Photovottaics .0 -0 Service Charge 120 120 Mandatory Requirements Window U -Factor Check (Section 402.5) Window U -factor {Design must be equal or lower) 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 .. V1 I f Now]. SURVi Melissa Baldridge Heating Fuet-fired air distributio Cooling Air conditioner, 18.0 kB1 Water Heating Conventional, Elec, 0.94 Heating Fuel -fired unit heater, 2 Window -to -Floor Area Ratio: 0.11 Blower door test Htg: 2.00 Ctg: 2.00 ACH.' Signature I Date 115 August 2014 REWRate - Residential Energy Analysis and Rating Software v 14.5 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. 40 - Property Organization HERS Urban Green Development GreenSpot Energy & Sustainabil ProjectedWorstCase Gree Spot 5830 W. 39th Place 303.394.0808 2014-8-15 For Your id e Wheat Ridge, CO80212 Melissa Batdridge Rating No:GSES - RowHorneS D Weather:Denver, CO Builder Rater ID:8653228 58301 W. 39th Place, D urban Green Development GSES - HERS.-UGD 5830 W. 39th In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prier to calculating annuat energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2012 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 v14.5 This information does not constitute any warranty of energy cost or savings. Q 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 MAE Is ON 0 1 o c x;NIR,11;' t r iik,1 tk i C7�xl' e 111' € in g ++ t7 Ca C C0 u} `}y + Q CO 010I cN� tU 1 y tl SJY tJT tfk i!'P „�,,, u 1 k w Yas }111'11 aux ¢ ti5 p t0LnQriFl� 1 ( C? + + cp oto}}11 1.1 CA C4 ch ttS I'M rE R%%M Not, I... E. `? ' as 0 an Qa +o NWrt8 Qi Ci E CF in 4J n CA 'k o O °n n s c+4 'R 17l9 Qi ` t : X .lam x.» fl7 p G 41 Cats Uwe to as USE 0 ° > � Cp itt V X j� t- <res res @z ro E C0 C5 it tit1 13 s is C t w..�u City V C7 ers t 1 j YawINA CD } Rs ..� p''xNMI „ 1Y 1 y = Q 1iM i 1 (ld \i,l 1 3a. kt xi t 1 t r 1 1 t q) c} l.J 1 oh.c un Wc r 'Aec% k ' 1 Cts Ci ' } on L. 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The setter of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An emtoy ee, 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: Installed in this home by: OR is In the business of: HVAC Systems Rater Employer IF- Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air seating of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances I Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater 1 Employer Other (specify below): Rater Employer Rater i L _J, Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.B. of the standard and are posted at http://resnet.us/standards/RESNET-Mortgage�-Industry-National-HERS-Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Melissa Batdridge 8653228 Raters Printed Name Certification # REWRate - Residential Energy Analysis and Rating Software v14.5 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