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5810 W. 39th Place
City of Wheat Ridge Residential Solar PERMIT - 201802885 PERMIT NO: 201802885 ISSUED: 01/07/2019 JOB ADDRESS: 5810 W 39th Pl EXPIRES: 01/07/2020 JOB DESCRIPTION: Install 10 - 255 w solar pv modules to 12 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 (303)500-4380 BOLLING, THOMAS JR SUB (720)759-8930 Kent C Lord 180198 Lord Electrical Service LLC *** PARCEL INFO *** ZONE CODE: R-2 / Residential - Duplex USE: R-3 / Residential SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** 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 accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ennit. further attest that l am legally authorized to include ali entities named within this document as partes to the work to be performecnd that all work to be performed is disclosed in this document and/pr its' accompanying approved plans and specifications. 11-7120( nature of OWNER or' TO (Circle one) l Da This permit was issued based on -the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This pennit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable codkr any ordinarpg or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildfng Official Date REQUESTS MUST BE MADE BY 11:59P14 ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat I�icige COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits .ci.wheatridge.co.us FOR OFFICE USE ONLY Datg; P� Plan/Permit # Plan Review Fee: �i✓ Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5810 W 39th place, Wheat Ridge, CO 80212 Property Owner (please print): Thomas Bolling, Jr. Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Architect/Engineer: Architect/Engineer E-mail: Contractor: Lord Electrical Services LLC City of Wheat Ridge License #: :1 • :� Phone: Phone: (970) 946-7996 Contractor E-mail Address: kent9lordelectricalservices.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Scott L. Chapman Phone: (843) 271-8440 CONTACT EMAIL(p/ease print): solar@rconstruction2.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # 180198 W.R. City License # 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 (10) 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 1176.4 sgft.� '00 i VC,�L�ii'w�L- t e��i cCs�T�c�c�1 j Commercial Projects Only: Occupancy Type: Sq. Ft./LF Amos 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. CIRCLE ONE: (OWNER) (CONTRAC� or (AU DRI EPRESENTATIVE) of (OWNER) (CONTRACTOR) HATE: 10/19/2018 Signature (first and last name). Printed Name: Kent Lord ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer:A', �A- // I / 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 klmw City of Wheat Ridge Building Department 7500 W 29th Ave (/ Wheat Ridge, CO 80033 Subiect: Structural Analysis for Incarnation Solar Systems, 5810 W 391" PI, Wheat Ridge, CO 80212. Dear Building Official, Advanced Energy Systems has reviewed the structural design for the roof -mounted solar system at the subject location with the following code requirements, conditions, and material specifications: • AHJ: City of Wheat Ridge, CO • Codes: 2012 IBC/IRC, ASCE 7-10, NEC 2017 • Snow Load: 30 psf • Windspeed: Nominal 105 mph, exposure C • Module: Lightway LW255(29)P; with IQ6-60-2-US inverters • Array 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 # 14 This letter incorporates the following design and engineering documents: • "5810_5plex rev5.pdf' • "AES-PE-Stamp-PV-Structural-rEnergy2-Incarn-5plex-5810 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: `45810 w 39th pl Attached report.pdf', "5810 w 39th pl _Full Eng Report.pdf', "5810 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, G Timothy L Olsen, PE, President Colorado PE #29136; NABCEP #051112-135 Clean energy for a healthy planet! oky of yIheat laidge o� muir, g 0\4, Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System Design Criteria Contractor Project Name Address City, State, Zip Elevation, ft Solar References Building References AHJ Applicable Codes Occupancy Category Exposure Wind Speed, ASCE 2010, 2005 (V10=V05*1.291) Ground Snow Load Roof Snow Load Roof Live Load Summary Result (Pass/Fail/Upgrades Needed) Gravity Loading Roof Snow Load Calculations rEnergy2, LLC InCarnation: 5plex - Rafters 5810 W 39th Place Wheat Ridge, CO 80212 5433 rEnergy2,LLC Project photos and notes Wheat Ridge, CO 2012 IBC/IRC, ASCE 7-10, and 2010 NDS 11 C 105.0 81.3 mph 30.0 psf 30.0 psf 20.0 psf PASS 10/24/2018 Qrn� Pg = Ground Snow Load 30.0 psf Lightway LW255(29)P Ce = Exposure Factor 1.00 Ibf (ASCE7: Table 7-2) Ct = Thermal Factor 1.20 in (ASCE7: Table 7-3) Is = Snow Importance Factor 1.00 in (ASCE7: Table 7-4) Pf = Flat Roof Snow Load (0.7*Ce*Ct*Is*Pg) 25.2 psf (ASCE7: Eq 7.3-1) Cs = Slope Factor 1.00 Portrait (ASCE7: Fig 7-2) Ps = Sloped Roof Snow Load (Cs*Pf) 30.0 psf (ASCE7: Eq 7-2) DL Adjusted for Slope (from below) 29.54 psf UniRac SM w/L-foot, flashing 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 (Shingle, 1 layer Composite) ✓ width 39.0 in 7/16 OSBRaf✓ Total Modules 6 psf (Drywall)7x6:2.005; 2x10:3.3 plf�(ty ✓ # Modules This Array / Smallest Grouping; Orientation 6 Portrait (1/2" Modules & Inverters 2.50 psf (felt paper, sheet insulation) ✓ 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 i/0". p;v�SN Roof Dead Load Nominal size 2x8 (wood: 35 Ibm/cuft) ✓ Spacing 24 in, OC ✓ Shingle/Tile/Metal Cover: 2.70 psf (Shingle, 1 layer Composite) ✓ Roof Sheathing 1.30 psf 7/16 OSBRaf✓ psf (Drywall)7x6:2.005; 2x10:3.3 plf�(ty ✓ lted®l Vaulted Ceiling g 1.60 psf (1/2" Miscellaneous 0.30 psf (felt paper, sheet insulation) ✓ Total Roof DL 7.21 psf Wheat Ridge DL Adjusted for Slope (from below) 7.10 psf Page 1 of 3 i/0". p;v�SN Advanced Energy Systems LLC 10/24/2018 Structural Loads for PV Roof -Mount System Wind Calculations (ASCE 7 Components and Cladding) Input Variables r.-. Wind Speed 105 mph Exposure Category C Roof Shape Monoslope Figure 6-14A A,i�i Roof Pitch 10.0 degrees o=®/ �? I�� ', ✓ Mean Roof Height 28.0 ft a Effective Wind Area (of array) 105.0 sqftflo v jj_ ° Least Horizontal Dimension 50.0 b °A'°Oo°©®oo•®°o k�`7 ✓ Dimension a 5.0 ft &�1 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 * VA2 *1) 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 243 Ibf Standoff Uplift Capacity 604 Ibf GreenFasten GF1: L -Foot ✓ Reserve Safety Factor 2.48 (> 1.0) Fastener Pullout Capacity Check 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 0" Wheat Ridge, %179 DNS Page 2 of 3 Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System 10/24/2018 Top Chord Bending Analysis Cd (duration) Cf (size) Cr (repetitive) Input Variables Uniform 1.2 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 Rafter Top Chord Properties Nominal Size, Spacing 2x8 24 in OC Width * Height 1.5 7.5 inA2 0== n Max Span of Top Chord between Supports, L 11.0 ft linear weight, total: w 157.9 Ibf/ft A 00 Lumber Sp/Gr Hem-Fir#2 ���iiii� �'°°e°0°'6 Reference BendingStress, Fb 875 psi 4 p (per NDSSuplTable4��-�� 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, 1 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 Max Applied Moment, M 9553 in-Ibf 2x4 Actual Bending Stress = M / S 679 psi 2x6 Reserve Safety Factor 1.78 (> 1.0) 2x8 2x10 Check Shear 2x12 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 I 01 J Cf 1.5 1.3 1.2 1.1 1.0 Wheat Ridge Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System Design Criteria Contractor Project Name Address City, State, Zip Elevation, ft Solar References Building References AH1 Applicable Codes Occupancy Category Exposure Wind Speed, ASCE 2010, 2005 (V05=V10/1.291) Ground Snow Load Roof Snow Load Roof Live Load Summary Result (Pass/Fail/Upgrades Needed) Gravity Loading Roof Snow Load Calculations 10/24/2018 rEnergy2,LLC InCarnation: 5plex -Joists -Flat 5810 W 39th Place Wheat Ridge, CO 80212 5433 rEnergy2, LLC t 0 n y, Project photos and notes�a��b�An®® `( EP,,I®��i. Wheat Ridge, CO 2012 IBC/IRC, ASCE 7 10, and 2010 NDS ®moo! D 7 coo Ibf (ASCE7: Table 7-2) ✓ C 00 105.0 81.3 mph `^ °@a® Aemov•�%J 30.0 psf ,A"At 30.0 psf r 20.0 psf 25.2 PASS: 2 fasteners per U -anchor into joists; must use inside holes of L -feet for both sturt and anchor 1.00 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 Glass mat faced gypsum, 5/8" thick ✓ # Modules This Array / Smallest Grouping; Orientation 4 Landscape ✓ Modules & Inverters 2.50 psf psf 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 TJI-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 GIty of ✓ Miscellaneous 0.30 psf (felt paper, sheet insulation) ✓ Total Roof DL 7.40 psf DL Adjusted for Slope (from below) 7.40 psf Wheat Ridrge t;. 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 �E, Q "A J Exposure Category C RoofShape Gable Figure 6-11B l�G��°�"e�f Ek �4'°e✓ Roof Pitch 0.0 degrees o �� ! )tea sj ✓ Mean Roof Height 20.0 ft „ 9� �W i ✓ Effective Wind Area (of array) 70.0 sgft Least Horizontal Dimension 50.0 � oQ ° �``' ✓ Dimension a 5.0 ft Design Wind Pressure Calculations Kz (Exposure Coefficient) 0.90 (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 * VA2 *I) 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 Withdrawl 302 Ibf Lag Screws, >= 1/4" Dia City pf Withdrawl 237 Ibf Wood Screws Reserve Safety Factor 2.50 (> 1.5) Wheat Ridge 01 Page 2 of 3`iry�g D���yNo� 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 City of Wheat i id,,_ t, inhtui.�v 15.92% Positive Tolerance 0-5W Max Efficiency Provides our customers with maximum power output 26®W Electric Current Classification System output maximized by reducing 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/m2 is less than 4% Product Warranty .. Upto 540oPa Mechanical load Module certified to withstand extreme wind and snow loads Passed Ammonia Gas and Salt Mist Corrosion Resistance Test Tested and approved by TUV Rheinland IEC 62716 according Linear Power Warranty Draft C and FprEN 61701 Ed.z ISO 9001:2oo8- ISO 14001:2004 - OHSAS 18001:2007 PERFORMANCE AT LOW IRRADIANCE +.05 5 0.95 ------ I_____�_____r------ ------ ------ _----- :_------ ------------- 0.8 200 300 400 500 600 700 800 900 1000 Irradiance WWI The typical relative change in module efficiency at an irradiance of 200W/m'- in relation to 1000W/m2 (both at 25'C and AM 1.5 spectrum) is less than 4%. §q ` C us o M� C E �,. PV t: CYCLE PiowerGuard 8100°% Additionoi v 0 90% glue from Llghh� ay solar s I'll N ar runty t7 80% Years 5 10 15 20 25 Industry standard ® LightwaySolar LINEAR WARRANTY • 10 -year warranty on materials and workmanship • 25 -year warranty > 8o% power output. • 3% degradation rate the first year • o.68% yearly linear degradation tLLLIKIUALUMIMLW2 l000vdc-40 165oxg9ox5omm �-.+85 C2ting Temperature15A ethylene vinyl acetate(EVA) Series Fuse Rating i anodized aluminium alloy(Silver) Reverse Current .1 Mechanical load ..._ - . MC4 compatible Connector ModuleType I i/-O-'15Ox1O4Omm ,0 P1650X9 I = Peak Power_Pmax W z60 255 250 245 zoo 235 Power tolerance_APmax W 28.46 28.42 0,+5 27.94 2777 2759 Voltage at Pmax Vmpp V 30.25 30.10 29.95 29.8o 29.65 29.50 Current atPmax_Impp A 8.61 8.48 8.36 8.24 8.11 7.98 Open CircuitVoltage_Voc V 37.95 37-88 3780 37.50 37.40 37.30 Short CircuitCurrent_Isc A 9.06 8.9 0 8.78 8.69 8.56 8.45 Module Efficiency_n 15.92% 5.9 15.61% 15.30% 15.00% 14.69% 14.39% Values at standard test conaat'0171�i�: ainnov �:.•. .•�, ::: ���••--•--- --- ELECTRICAL VA I A (u 1Mv1` r l000vdc-40 165oxg9ox5omm �-.+85 C2ting Temperature15A ethylene vinyl acetate(EVA) Series Fuse Rating i anodized aluminium alloy(Silver) Reverse Current 15A Mechanical load 5400Pa Pallets per 40' container MC4 compatible Connector Packing box dimension(LxWxH) I i/-O-'15Ox1O4Omm I 1700x1150x1040mm Curerd(A) Power(" Peak Power_Pmax W 192 188 185 18o 176 173 Voltage at Pmax_Vmpp V 28.46 28.42 28.28 27.94 2777 2759 6. 6.63 6.53 6.45 6.35 6.26 Current at Pmax_Impp A 73 Open Circuit Voltage Voc V 35.09 35.04 34.93 34.61 34.50 34.39 Short CircuitCurrent_Isc A 7.34 7.21 7.1z 7.04 6.94 6.85 U NominaLoperahno-c pera u ' "__--- rceeRCRATURE RATING Unit:mm • Nominal operating cell temperature(NOCT) C 45* -2 Temperature Coefficient of Pmax %%C -0.4204 Temperature Coefficient of Isc %/•C o.o654 Temperature Coefficient of Voc %IC -0.3215 m v.....�,......System Voltage l000vdc-40 165oxg9ox5omm �-.+85 C2ting Temperature15A ethylene vinyl acetate(EVA) Series Fuse Rating i anodized aluminium alloy(Silver) Reverse Current 15A Mechanical load 5400Pa Solar cells 6o-multicrystalline silicon cells,156mm*156mm 165oxg9ox5omm 3.2mm low -iron tempered glass Glass ethylene vinyl acetate(EVA) Encapsulant Frame anodized aluminium alloy(Silver) Junction Box aIP65 rated, 3/6 diodes Cable 4mm' PV cable, 9oomm/1200mm Pallets per 40' container MC4 compatible Connector Packing box dimension(LxWxH) GENERAL DATA Module Dimension(LxWxH) 165ox990x40mm 165oxg9ox5omm Weight 19kg 201(g PACKING Modules per pallet 26 20 Pallets per 40' container 1 28 28 Packing box dimension(LxWxH) I i/-O-'15Ox1O4Omm I 1700x1150x1040mm Curerd(A) Power(" Voltage(V) Voltage(V) Current(A) le�zj:� tlon vlew Voltage(V) MKT -20130826 Data Sheet Enphase Microinverters K_re The high-powered smart grid -ready Enphase IQ 6 Micro'"' and Enphase IQ 6+ MicroTM 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 BatteryTM, and the Enphase Enlighten'" monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability - -- standards set for-th-by-previou-s-generation--s-and— undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. U� To learn more about Enphase offerings, visit enphase.com Easy to Install • Lightweight and simple • Faster installation with improved two -wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with fixed power factor, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 6+ Micro is required to support 72 -cell modules ENPHASE• Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) IQ6-60-2-US IQ6PLUS-72-2-US Commonly used module pairings' 195W -330W+ 235 W - 4Uu w + Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48V 62V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16 V-48 V 16V -62V Min/Max start voltage 22V/48V 22V / 62V 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; Compatible with Enphase IQ Envoy AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 6 Microinverter IQ 6+ Microinverter Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal (L -L) voltage/range2 240 V / 211-264 V 208 V / 183-229 V 240 V / 211-264 V 208 V / 183 229 V Maximum continuous output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz Power factor at rated power 1.0 1.0 Maximum units per20 A L -L branch circuit 16 (240 VAC) 13 (240 VAC) _ 14 (208 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor (adjustable) 0.7 leading ... 0.7 lagging 0.7 leading ... 0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA _ Ambient temperature range -40°C to +65°C Relative humidity range 4% to 100% (condensing) 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 Type 6 / outdoor 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. Seethe compatibility calculator at httpa,//eoph se com/en-ualsupport/mQd ile-compatibi lily.. 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com c @ 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. E N P H A S E. 2018-01-25 Product Data Sheet DU221 RB Safety Switch , 30A, Non -Fusible, 2 -Pole 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 Disconnect Type Mounting Type Shipping and Ordering M 'S©1-11ARE 33 by Schneider Eiectoc List Price $177.00 USD Availability Stock Item: This item is normally stocked in our distribution facility. 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 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 15:15:03 ©2010 Schneider Electric. All rights reserved. Schneider Ele cttric 6/18/2018 4 h � MILBAN II ENERGY AT WORK Milbank - U4801 -XL -5T9 5 Terminal Ringless Small Closing Plate Lever Bypass 5th Terminal 9 Oclock Position SPECIFICATIONS tr Brand Name I; Ti Milbank Type Ringless 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 1/2 6/18/2018 Milbank - U4801 -XL -5T9 Insulation Glass Polyester Mounting Surface Mount Material G90 Galvanized Steel with Powder Coat Finish Number of Jaws 5 Terminal 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 Number of 0 Receptacles Height 19 IN Length 4.844 IN Width 13 IN 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:/Iwww.milbankworks.com/products/catalog/U4801-XL-5T9 2/2 CEO& EcolibriumSolar Uplift, Sliding and Seismic Calculations Explanation of EcoFoot System Calculations and Design Procedure Installer Name: 0 Project Name: Incarnation 5 Plex Project Address: 5810 W 39th PI Detailed Calculations From Table 4........................................................................................ Denver, CO 80212 Date Prepared: 10/18/2018 Introduction, Site Specifics and Variable Definition............................................................ Page 2 WindTunnelTesting, Uplift and Drag Force Calculations................................................... Page 3_ Ballast Application to Sheet 5-1.0........................................................................................... Page 5 Detailed Calculations From Table 4........................................................................................ Page 7 SEACC PV1- 2012 - Section 4: Attached Arrays................................................................... Page 8 Ta Table 1: System Design Criteria............................................................................................. Page 2 Table2: 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 Table7: ASCE7 Inputs................................................................................................... Page 8 Table 8: Calculation of Physical Attachment Requirements ............................................... Page 9 Image 5: Example of ballast layout with seismic attachment callouts .............................. Page 9 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 EcolibriumSolar��AN Uplift, Sliding, &Seismic Calculations forth Proposed Project in Denver, CO 80212 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: Svstem Design Criteria Product Line EcoFoot 2+ ASCE7 Version 17.26236378 Roof Type EPDM Membran Roof Height (ft.) 20 Roof Slope (deg) 1.00 Min Edge Setback (in) 36 Parapet Height (in.) 24 3 Sec. Gust (mph) 125 Occupancy Category II Wind Exposure 0.7 Snow Load (psf) 36.0 Seismic Data (Ss) 22.3405 Soil Site Class 21.46672006 Coeff. Of Friction (fn)* 0.49 *req's slip sheets Table 2: PV Module Specifics Module Manufacturer Lightway Module Model Lw255(29)P Module Orientation 2.848680556 Module Power (w) 255 Module Length (in) 64.60 Module Width (in) 39.00 Module Weight lbs. 43.00 Utilizing the inputs from Tables 1 and 2, the factors in 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 q EcolibriumSolar Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 _ —,. r--+-+, +ten+, nnrl %/nriahlac 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 ft Ada= Effective Drag Area of PV Module 2.85 ftz 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 10.6 qh=Velocity Pressure (0.00256*Kz*Kzt*Kd*V_*I) _ _ -- - 23.82 — - 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 e;:erted 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. corn 507 Richland Ave., Athens, OH 45701 740-249-1877 Uplift, Sliding, &Seismic Calculations for the Proposed Project in Denver, CO 80212 EcolibriumSolar Table 4: Ballast to Resist Uplift Calculations for Proiect Proposed in Denver, CO 80212 Load Sharing Area 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: Aerodynamic Zones from RWDI Report Aerodynamic Zone Key Plan for Table 2 Aerodynamic Zone Key Plan for Table 3 (Portrait Orientation) (Landscape Orientation) mil® 111151111 ®®MI®IMIMMINIu����®� Down ® �uu1111i1®Iu„ 2x2 2x3 3x2 3x3 # ows (1x1) pUz=Uplift design wind pressure =qh*GCnUz psf -7.9` : 1-6.9 -6.2 -5.7 14.8 WLFUz=Uplift wind force =pUz*Ala lbs. -135 7 -119.2 -106.9 -98.7 U0 DLFUz=Net ASD uplift = dLF1*0.6 + WLFUz*0.6 lbs -47:9. 1-38.1 30.7 25.7 zo BWuz=ballast required =-DLFUz/0.6 Ibs 79.9 163.5 51.1 42.9 m pUz=Uplift design wind pressure =qh*GCnUz psf -6.2 -5.5 -5.2 -4.8 13.6 w WLFUz=Uplift wind force=pUz*Ala Ibs -106.9 -94.6 -90.5 -82.2 oDLFUz=Net ASD uplift = dLF1*0.6 + WLFUz*0.6 lbs -30.7 -23.3 -20.8 -15.9 z BWuz=ballast required =-DLFUz/0.6 Ibs 51.1 38.8 34.7 26.4 v pUz=Uplift design wind pressure =qh*GCnUz psf -7.9 -5.7 -6.2 -4.8 14.8 ate, WLFUz=Uplift wind force =pUz*Ala Ibs -135.7 -98.7 106.9 82.2 DLFUz=Net ASD uplift =dLF1*0.6+WLFUz*0.6 Ibs -47.9 -25.7 -30.7 -15.9 BWuz=ballast required =-DLFUz/0.6 lbs 179.9 42.9 51.1 26.4 pUz=Uplift design wind pressure =qh*GCnUz psf -6.2 -5.5 -5.2 -4.8 13.6 a v WLFUz=Uplift wind force =pUz*Ala lbs -106.9 -94.6 -90.5 -82.2 L DLFUz=Net ASD uplift = dLFi*0.6 + WLFUz*0.6 Ibs -30.7 -23.3 -20.8 -15.9 BWuz=ballast required=-DLFUz/0.6 Ibs 51.1 38.8 34.7 26.4 pUz=_Upliftdesign wind pressure =qh.*GCnUz _ _ psf__ __ -7.9 -5.7_ -6.7 -4.8 1_4.8___ u WLFUz=Uplift wind force =pUz*Ala Ibs -135.7 -98.7 -115.1 -82.2 y DLFUz=Net ASD uplift = dLF1*0.6 + WLFUz*0.6 Ibs -47.9 -25.7 -35.6 -15.9 BWuz=ballast required =-DLFUz/0.6 Ibs 79.9 42.9 59.3 26.4 im pUz=Uplift design wind pressure =qh*GCnUz psf -7.1 -5.5 -6.2 -4.8 13.6 WLFUz=Uplift wind force =pUz*Ala Ibs -123.4 -94.6 -106.9 -82.2 L 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 Ibs 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: Aerodynamic Zones from RWDI Report Aerodynamic Zone Key Plan for Table 2 Aerodynamic Zone Key Plan for Table 3 (Portrait Orientation) (Landscape Orientation) t Page 4 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 mil® 111151111 ®®MI®IMIMMINIu����®� ® �uu1111i1®Iu„ t Page 4 ecolibriumsolar.com 507 Richland Ave., Athens, OH 45701 740-249-1877 Uplii Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, CO 80212 �#)0 EcolibriunnSolar 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 ON to Resist Sliding (1 crD Ba Icrstara8 = ativ' 4Z ' r(GCdrag drag ' \f + IGC I upt,fc A„pnfr — ao ' M (Ib) L P n T,ki,. r. n,iinc++., Pacic+ Cliriinp falrulatinn Sub -Array Module Count Total: 16 aw = Wind Load Combination Factor = 0.6 ad = Dead Load Combination Factor = 0.6 q, (qh in Table 3)= 23.82 M-= dLF1 from.Table 3 __ -- - - 55.79 _ fn (also see Table 1) = 0.49 Auplift = Ala in Table 3 = 17.43 Adrag = Ada in Table 3 = 1.53 GCp-drag 1.82 GCp-uplift -0.58 Area Reduction Factor = 0.34 (GCp)#drag = 0.62 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 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 '�� EcolibriumSolar Uplift, Sliding, & Seismic Calculations for the Proposed Project in Denver, C080212 Image 3: Example of Module and Ballast Graphical Representation Eco Foot 2+ Ballast Layout Break Line Eco Foot 5D Ballast La out S52.47 m����� (green dashed line) e 0 27.36 i Ecol'oot location with required 52.47 27.36j number of ballast blocks.47 27.36 I 0 52.47 27.36 Module, with required ballast P weight "BWUz" called out 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 79.901 1 51.12 1 1 51.12 1 1 34.67 1 1 34.67 1 QJ 42.891 26.451 1 26.45 1 1 26.45 1 1 26.45 1 a a c OJ 63.45 42.89 42.89 59.34 26.45 51.12 26.45 U 0 Q 63.45 42.89 42.89 26.45 26.45 L Now QJ E E 42.89 26.45 26.45 26.45 26.45 cn N L CO _0 42.89 26.45 26.45 26.45 26.45 3: o v 26.45 26.45 26.45 L26.45 c 0 U f ca 42.891 26.451 1 26.45 1 1 26.45 1 1 26.45 1 a 51.12 79.90 59.34 59.34 51.12 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 4A � EcotibriumSolar Uplift, Sliding, & Seismic Calculations forth e Proposed Project in Denver, CO 80212 Detailed Calculations From Table 4 North Corner Module GCn Value from RWDI report: -0.33 h value from Table 3: 82 Uz = Uplift design wind pressure in Z direction = h*GCn: - 7. -7.86 psf Am = Surface Area of Module: -5.24 qft Am = Surface Area of Module: --- - - - -- --- 5.64 deg deg d Om = Module Incline: 5. deg deg m Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sgft WLFUz=U lift wind load force in Z direction= Uz*Ala -135.69 35.6 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 -0.24 GCn Value from RWDI report: 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: --- - - - -- --- 17.5 ---1764 __ scift Om = Module Incline: 5. deg deg Om = Module Incline: 17.41 sgft Ala = PV Module Lift Area = Am * Cos(Orn): 7.4 17.41 sgff WLFUz=U lift wind load force in Z direction= Uz*Ala 55.79 Ibf dLF1= Dead load of one module and attributed hardware: 59 55.7 5.79 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 -0.22 GCn Value from RWDI report: 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 sgff Om = Module Incline: 5.64 deg Ala = PV Module Lift Area = Am * Cos (Orn): 17.41 sgft WLFUz=U lift wind load force in Z direction= Uz*Ala -90.46 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 -20.80 Ibf 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 A, TUV 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) TUV 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 fo UC 1703 ed. 3 820151012, §31.2. Congratulations on this achievement. The Ecofoot2+ (black resin, Resin 2) PV Mounting System has demonstrated compliance with a Class A Fire Rating when installed with the following PV module Fire Classification Types: • Type 1 • Type 2 Complete test results, including any necessary mitigation measures for the fire rating, can be found in report R1-ELS151221. Email: agunnoe@us.tuv.com July 22, 2016 This correspondence may be used as a Letter of Compliance (LOC) indicating the TUV Rheinland Ecolibrium Solar Inc. Ecofoot2+ has met the relevant system fire requirements. Resin 2 North America Holding, Inc. was used in this letter to further differentiate the tested product from the non -tested 1 Federal Street product of the similar model name. This letter is not intended to replace a certification nor Boston, MA 02110 is it an authorization to mark. Main Phone: 617-426-4888 TUV Rheinland PTL Photovoltaic Testing Laboratory Sincerely, 2210 South Roosevelt Street Tempe, Arizona 85282 % Main Phone: 480-966-1700 Main Fax; 775-314-6458 �"�f•�' Email; info@tuvpti.com Andrew Gunnoe TUV Rheinland Fire Test Manager North America Holding, Inc. TUV Rheinland PTL 1 Federal Street Boston, MA 02110 Main Phone: 617-426-4888 Main Fax: 617-426-6888 Member of TUV Rheinland Group 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 A TOV Rheinland PTL Email: jcastagna@us.tuv .com 480-966-1700, x153 June 16, 2014 Type of Equipment: PV Mounting System Model Designation: Ecolibrium Solar Ecofoot2+ Test Requirement: UL Subject 2703 TOV Rheinland File Number: L1-ELS130905 TOV Rheinland Project Number: ELS130905 Dear Mr. Parsons, This letter is confirmation that the Ecolibrium Solar Ecofoot2+ PV Mounting System has successfully completed electrical bonding tests according to the UL Subject 2703 standard. Congratulations on this achievement. All summary test results will be provided to you separately when the full report is completed. The final Test Report and associated Constructional Data Form (CDF) will be submitted to our certification department for final processing and subsequent listing on the TUV Rheinland Certipedia website. You may use this correspondence as an interim Letter of Compliance (LOC) indicating your system has met the relevant bonding requirements of UL Subject 2703. TOV Rheinland PTL Photovoltaic Testing Laboratory 2210 South Roosevelt Street Sincerely, Tempe, Arizona 85282 Main Phone: 480-966-1700 Main Fax; 775-314-6458 y +�f Email: info@tuvptl.com I TOV Rheinland North America Holding, Inc. Jack Castagna 1 Federal Street Solar Components Program Manager Boston, MA 02110 TOV Rheinland PTL, LLC Main Phone: 617-426-4888 Main Fax: 617-426-6888 Member of TOV Rheinland Group L j La 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. 1. Position Strut under and near center of PV module in line ---------- ------------------ - with center slots on Wind Deflector. Position Strut throughout the array as shown on array design layout. 2. Determine which side of Strut you will install Roof Attachment. Roof Attachment can be installed on either side. 4. Slide Strut away and install Roof Attachment per manufacturer's instructions. 5. Slide Strut back into position over Roof Attachment. 3. Place Roof Attachment within 1.5"- 4" from attachment -side - - ... edge of Strut, illustrated by green line. 6. Assemble Clamp components as shown. Attach South row Module Clamps onto Strut and Modules. Place Strut Nut into Strut channel. Slide Clamp to Module Frame. Tighten Bolt to 14 ft -lbs. Ecofoot2Plus_ Attachment_Installation_Instructions-v1.1 Page 2 of 4 July 16, 2018 ecolibriumsolar.com TM ID Product o 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. Testing, Approvals and Listings: The U -Anchor 2400 EPDM was tested in accordance with: ASCE 7-05 ASTM E330-02 (2010)TAS 11713. Test reports can be requested online or through your distributor. Warranty: 10 year standard material warranty Up to 20 year material warranty available Al'u) Anchor Products TM The product with 1 000 uses! 11.750 R3.000 11.750 1.375 3/8"-16 X STU� P.O. Box 1551 888-575-2131 MADEINTHE Colleyville, TX 76034 www.anchorp.com Info@anchorp.com Patent: Search "Plate" at www.Vmarked.com O O Lq LO 11MA u ry 0 I -- w F - Q J n a > LL O O O (N Q N _�..'.. O I = O O Z o Q 3 O HryV U W� �o �Z 4m<W oz' Zo' 9 E CAC -... - U Z _ Q �.Z 00 Z V) Z w Q� L -K -n n w� w0 V)I 1 ®'Q�/t1 PRODUCT INFORMATION 14 H D Roofing Fasteners -TRUFA49T # g PRODUCT /,► ,I1, TRU FAST" #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 I 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 County nlal,t® APPROVED State of Florida - FL#: 4500 CE European Technical Approval ETA 09/0375 MATERIAL t -Material: SAE 01022, heat treated _Manufacturing Location-._ Bryan, OH USA LEED®Eligible Recycled Content: 20% Coating: Tru-KoteT"' Epoxy E -Coat I ,► PRODUCT /,, PART LENGTH (See Chart Below) .9.438 .110 � � THREAD LENGTH (See Chart Below) #2 DRILL POINT #3 PHILLIPS g.180 J MAJOR DIA. E.237 J 13 THREADS/INCH FLAT TRUSS HEAD 2'.130 I,, SELECTION PRODUCT Part No. Part Length Thread Length1 Qty. PkgWt HD -1500 1-1/2" 38.1 mm 1-1/2" (Full) 38.1 mm 1000/Bucket 12.91bs. 80,000 HD -2000 2" 50.8 mm 2" (Full) 50.8 mm 1000/Bucket 15.5 lbs. 80,000 HD -2500 2-1/2" 63.5 mm 2-1/2"(Full) 63.5 mm 1000/Bucket 19.4 lbs. 80,000 HD -3000 3" 76.2 mm 2-7/8" 73 mm 1000/Bucket 23.7 lbs. 80,000 HD -3500 3-1/2" 88.9 mm 2-7/8" 73 mm 1000/Bucket 26.41bs. 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 40.81bs. 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 lbs. 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 TRUFAST0 #14 HD Roofing Fasteners Property Standard Average Ultimate Value Tensile Strength: ASTM F606-10 32001bf. Shear Strength: NASM 1312-20 2200lbf. (thread zone) Corrosion Resistance: FM 4470, ASTM D6294, DIN 50018 < 15% Red Rust after 30 cycles Average Ultimate Pullout Values in Corrugated Steel Deck Substrates Thickness 24 ga. 22 ga. 20 ga. 18 ga. 1 16 ga. Yield Strength 36.5 ksi 33.0 ksi 80.0 ksi 102.0 ksi 33.0 ksi 80.0 ksi 102.0 ksi 33.0 ksi 80.0 ksi 102.0 ksi 33.0 ksi 80.0 ksi T102.Oksi Pullout(Ibf.) 255 315 480 560 420 615 710 675 885 985 850 1115 1 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.) 1 450* * Ibf/in. of thread penetration, including tip. 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/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. 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. A�B SINCE 1823 ALTENLOH, BRINCK & CO. U.S., INC. TRUFAST° #14 HD Roofing Fasteners are manufactured by the 02105 Williams County Rd. 12-C • Bryan, OH 43506 ALTENLOH, BRINCK& CO. U.S., INC, and aresold through leading roofing Phone: 419-636-6715 or 800-443-9602 • Fax: 419-636-1784 and building material distributors across the U.S. and Canada. Email: sales@trufast.com • www.trufast.com APA Rated OSB APA Rated Plywood SPF #2 Thickness 7/16" 15/32" 1 19/32" 1 23/32" 15/32" 19/32" 1 23/32' 1 Pullout (Ibf.) 270 290 310 410 360 410 1 730 795* * Ibf./in. of thread penetration, including tip. Average Ultimate Pullout Values in 3000 psi. Concrete Pullout (Ibf.) 1 450* * Ibf/in. of thread penetration, including tip. 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/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. 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. A�B SINCE 1823 ALTENLOH, BRINCK & CO. U.S., INC. TRUFAST° #14 HD Roofing Fasteners are manufactured by the 02105 Williams County Rd. 12-C • Bryan, OH 43506 ALTENLOH, BRINCK& CO. U.S., INC, and aresold through leading roofing Phone: 419-636-6715 or 800-443-9602 • Fax: 419-636-1784 and building material distributors across the U.S. and Canada. Email: sales@trufast.com • www.trufast.com EcoFoot2+,M Installation Instructions Chalk lines on roof denoting two outside edges of the EcoFoot2+® according to project drawing. Place EcoFoot2+0 Bases (A) in position. Tom: Ensure lines are square using 3-4-5 principle. Tip: As you build the array, panels will space Bases. Roughly place o 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. Tom: If installation requires butyl, then butyl will be preinstolled 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. Ecofoot2Plus Install_Guide_V1.6-FINAL January 5, 2018, ES10560 Page 7 of 12 ecolibriumsolar.com AlfilPFA DOTEC CORP. CUSTOMIZED ENGINEERING SOLUTIONS September 21, 2016 To: Unirac, Inc. 1411 Broadway Blvd NE Albuquerque, MN 87102-1545 Attu: Engineering Department, Re: Engineering Certification for Unirac's SolarMountTM Design & Engineering Guide and U -Builder DOTec Engineering has reviewed and certified Unirac's SM SolarMountrm "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 II. 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. Sincerely, )__0 4 Dr. Ilde£onso " Al" Gonzalez, P.E. PhD Colorado #43996 DOTec Engineering, Inc. 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NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM O V4 n 1%" 116„ VARIES - REFER TO SHEET SM -P05 BONDING SM MID CLAMP PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING TOP CLAMPS REVISION DATE: 10/26/2017 BONDING SM END CLAMP DRAWING NOT TO SCALE Q ALL DIMENSIONS ARE o NOMINAL Q PRODUCT PROTECTED BY ul) 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 17 1,, 11Y16'. 12" 8" s/"-16 X 1%" HEX BOLT 132 CUSTOM %" NUT WITH V" HEX 3%6" PART #TABLE P/N DESCRIPTION 004050M FLASHKIT PRO MILL 004050D FLASHKIT PRO DRK 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: KIT DETAIL DESCRIPTION: FLASHKIT PRO REVISION DATE: 9/27/2017 DRAWING NOT TO SCALE ALL DIMENSIONS. ARE NOMINAL Q PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET BONDING SPLICE BAR TYPICAL SPLICE BAR DETAIL �2°-- 1-- "r l� SELF 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 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 NOMINAL a 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" i0Q U I V I k AL"' 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM V16 PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: STANDARD RAIL REVISION DATE: 9/11/2017 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL a PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET Design Criteria 5 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 B Iding Information Ride 36 in Roof Ede 36 in lValley 18 in lHip 18 in 3���41aee a 2 5 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. Array Weight 2.51 lbs/SQ.FT. Square D DU221RB or similar 1 PV Meter B Iding 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 Array 2 azimuth 90 Degrees Array 1 Tilt 14 Degrees 3���41aee a 2 S stem Components Building Stories 2 Com onent E QTY Modules: Li htWa LW255(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 U481XL5T9 1 3���41aee a 2 oqo Jq 1 Building Stories 2 CJ. E ^{ # of Attachments a O i c a, Truss 5 acing (in. oc) Module Overhang 6"-14" * Building structure designed for additional Rail Type (5) psf dead load for PV system* Rail Length (ft) 4)IL o: J Ag Inverters ° } 10 9.65 E 2.66 Racking0.5 UJ 0 9 U tD oqo Jq in Building Stories 2 CJ. E RoofType Comp. Shingle 124 # of Attachments a O , c a, Truss 5 acing (in. oc) Module Overhang 6"-14" * Building structure designed for additional Rail Type (5) psf dead load for PV system* Rail Length (ft) 4)IL o: J See attached for further structural information Inverters 0.965 10 9.65 Distributed Weight lbs/ .ft) 2.66 Racking0.5 100 tD .. 1910 Total (lbs) 469.6 See attachment for further calculations Building Structural Info PV System Structural Info Building Stories 2 AttachmentType Ecolasten, SCL-101-3, GF1 RoofType Comp. Shingle 124 # of Attachments 30 Trusses Type 2x8 Max Attachment Spacing in. 48 Truss 5 acing (in. oc) Module Overhang 6"-14" * Building structure designed for additional Rail Type (5) psf dead load for PV system* Rail Length (ft) Unirac Rail SM 100 Weight perAttach ment lbs. See attached for further structural information (New) AC Disconnect 1,11cvv) r v riUuuurUu IVICLUL got Racking y Meter location) \ (lite Dish rice Panel 0) 5 stem Wei ht Structural Calculations Component Weight (lbs) QTY I Total (lbs) ArrayArea ( .ft,) 176.49 Modules 41 10 410 Weight perAttach ment lbs. 15.65 Inverters 0.965 10 9.65 Distributed Weight lbs/ .ft) 2.66 Racking0.5 100 50.0 Max allowed cantilever in.) 1910 Total (lbs) 469.6 See attachment for further calculations (New) AC Disconnect 1,11cvv) r v riUuuurUu IVICLUL got Racking y Meter location) \ (lite Dish rice Panel 0) " N ! ACaa'N y00 H nO O 6c 00l a o u7 a J� p -C� VS � ami a� U � A 1 I _'Y 0), Wheat Binge bi rn v v v � Y W Q) " N ! ACaa'N y00 H nO O 6c 00l a o u7 a J� p -C� VS � ami a� U � A 1 I _'Y 0), Wheat Binge 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" EGC bonded to rail Nema 3R Junction Box and sized per NEC Roof Mounted 250.122 200A Subpanel Siemens S304OL1200 - MLO 120/240 Vac, 1Ph, 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) M PV Production Meter (Xcel) Milbank U481XL5T9200A/600V (or equivalent) 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 A- QM N Main Service Panel PV PRODUCTION METER WARNING A CAUTION ,,�, , WARNING PHOTOVOLTAIC SYSTEM 5810 W 39th Place L_, - R ELECTRIC SYSTEM CONNECTED DUAL POWER SUPPLY kWh meter THIS SERVICE METER IS ALSO SERVED 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 LightWa Model LW255 29 P Pmax 255 W VmPP 30.1 V lmpp 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 39 in. Hei ht 64.5 in. Weight 41 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" EGC bonded to rail Nema 3R Junction Box and sized per NEC Roof Mounted 250.122 200A Subpanel Siemens S304OL1200 - MLO 120/240 Vac, 1Ph, 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) M PV Production Meter (Xcel) Milbank U481XL5T9200A/600V (or equivalent) 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 A- QM N Main Service Panel PV PRODUCTION METER WARNING A CAUTION ,,�, , WARNING PHOTOVOLTAIC SYSTEM 5810 W 39th Place L_, - R ELECTRIC SYSTEM CONNECTED DUAL POWER SUPPLY kWh meter THIS SERVICE METER IS ALSO SERVED 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 Siemens Power Mod Switch WS1600CU 1200A Max 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 Ina -60-2-US Inverters: Enphase Siemens Power Mod Switch WS1600CU 1200A Max 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 w SHUTDOWN PV Insulation Quanity Size CuorAl Insulation Conduit Location A 2 SYSTEM AND REDUCESHOCK El_ 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 socket for the PV Production meter shall be marked with a stamped brass, aluminum or stainless steel to , indicatin the address including the unit, typically "PV PROD" in accordance with the requirements for "Meter Identification" in Section 4.14.4. of the cel Energgy 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 submittedfor review. The local meter shop must approve the site plan for application approval; site mootinac ran ho arrnnoorl i innn rani ioct Ambient Temp. Derate Conductor Schedule One Line Conductors EGC Key Quantit Size Cu or Al Insulation Quanity Size CuorAl Insulation Conduit Location A 2 12 Cu 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 socket for the PV Production meter shall be marked with a stamped brass, aluminum or stainless steel to , indicatin the address including the unit, typically "PV PROD" in accordance with the requirements for "Meter Identification" in Section 4.14.4. of the cel Energgy 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 submittedfor review. The local meter shop must approve the site plan for application approval; site mootinac ran ho arrnnoorl i innn rani ioct Ambient Temp. Derate Conduit Sizing Voltage Drop Module/Inverter Compatibility NEC 705.12 (D) 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-wayLength (ft) Resistance (Ohms/ft) Voltage dropI%) 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 1 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 Am acit Required Am acit 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 6 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 ATTACHMENT TYP. i ) am Jl�ea LIGHTWAY 255W EC01WT2+ LANDSCAPE ELEVATION/ISO VIEWS SCALE: Nis UNITS: INCHES AVG PSF ITEM QTY LBS TOTAL WEIGHT 5N S-1.0 ECOFOOT2+ 9 5 45 DEFLECTORS 4 6 24.00 BALLAST BLOCKS 0 32 0 PANELS 4 43.0 172 ATTACHMENTS (SETS.) 0 2 0 1 —MOD ATTACH. 0 9.6 0 2—MOD ATTACH. 2 18.8 37.6 TOTAL VVEIGHT 278.6 ARRAY AREA (sqft) 118.99361 AVG PSF 2.34 MODULE NOTES -PY MDDULE SPECS (W} 255 -PY MODULE OUANTi Y. 4 -SYSTEM POWER RATING (STC 'wdG ): 1.02 -DRIEMATION/TILT (DECREE): UWDSCAPE/9.64' BALLAST NOTES -34L.WST BLOCK: 16'x8'x4' O 32 LHS �COroOT��i�e�ou L (BLOCK PER E2+): 0 . a ave¢ ex EEz+ aasE z RooulE n*xxal'xr BILL OF MATERIALS NAME 11Tr ECOFOOT2+ (Eco -D02_207) 9 UNIVERSAL CLAMP KIT (ES10456) 6 WIND DFFLECTOR (ECO -002-3116) 4 P4 BRACKET KIT (E510493) 0 BALLAST BLOCK D ATTACHMENT 2 ROOF TO STRUT (ES60843) 2 STRUT TO MODULE (ES60844) 4 48' STRUT j D 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 I EPDM BUILDING CODE 1 160 2015 PLEl6E REFER TO ACCOMPAWNC. SEALED LETTER DETATING REQUISITE PROJECT DESIGN PAFANETERS. AS50CWTED SEALED LETTER COMPLETES DESIGN SET NO. REVISION BY I DATE D uPwsEo umur T! **SHOP DRAWINGS NOT FOR Cl ECOLIBRIUM SOLAR 507 RICHLAND AVE., SUITE 202 ATHENS, OH, 45701 city Of Wheat Ridge PRooucED FDR CED DENVER RQIECi N4NE INCARNATION 5 PLEX 5810 WEST 39TH PLACE DENVER, CO 80212 D�1a 2018-10-17 5N S-1.0 aa.� KRIBy: S JONES • N FOR OFFICE USE ONOy Ptanlpermit# 9-01 4u, fF Plan ReviewFee. L) DI -t" Building Permit Application Na f1i I' I �11 g E w M kjLAZWL*M, 003NOW" I Electrical: WR City Lice±nse� (, m� W —WAIRLAMI&MM Plumbing: Mechanical: WR City License # Complete all information on BOTH sides of tills form N 04' " (Check all that apply) ,NEW COMMERCIAL STRUCTURE 11 ELECTRICAL SERVICE UPGRA NEW RESIDENTIAL STRUCTURE 0 OMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIAPPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pernot application are accurate and do not violate applicable ordinan, ces, rules or 6iulations of the City of Wheat Ridqe or covenants, eas or have been authorized by the legal owner of the property to perform the described work and am also authori7ed by the legal owner of any er entity included on this application to list that entity on this application. MUM III 1 11111111 City of SINGLE FAMILYIDUPLEX ;�Wh6at1�<O&TC B ULDNG A T PERMIT PPLICA TIOARE VIE W MC WORKS II Date: Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documentsru a to const ct located at the above referenced address. Please note the comments checked below. I ul' drainage: a, Drainage Letter & Plan required: -±!fyes No K Site drainage/grading plan have been reviewed and are: NOT 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 in lieu of construction: 3. Does all existing- roadway,/alley R.O.W. meet the standards of the City: Yes No If not, what is required? If 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 App)ication, subject to the stated requirements and/or attached stipulations. 4) S7 lg�na-e� Date ri t - St na 5, NOT APPROVED. The Public Works Department has reviewed the submitted material and does not approve this Pernut Application for the stated reason(s): Signature DaNrid F Brossman, P.L,S. Date 6. _Z, Stipulations: _JJqk11�'c �&14 TA Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be -L/— required prior to the issuance of the Certificate of Occupancy. S. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION I, L BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO TIIF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. M�� t City of 00!:; Wh6atRjALe t tlt..lC WORKS City of Wheat Ridge Municipal Building 7500 W, 29`x' Ave. Wbeat Ridge, Co 8€ 033-8001 P: 303,235,2861 F: 303,235Z57 857 PUBLIC WORKS Eli REN71EW Date: _ Location of Construction: Purpose cif Cont ct on: Single Pauly _ Commercial Multi -Family (Required of all projects for document processing) Catrtxxrtial�lltttl-R er "yes; Review of existing or minimal technical documents .... ........ , ._ ...... $200.00 # Initial review' of technical civil engineering documents (Fee, includes reviews of tate I" and 2nd submittals),., ......... ........... 600A0 Traffic impact Study Review Fee: (Fee includes reviews of the I"and 2"d submittals): .......... .......... $500;00 "rip Generation Study Review Fee: ......... ......... ......:............... 5200.00 0 & M Manual Review & SIA Recording Fee......... ......... ........... $100.00 "!` S 1 Each Application will be reviewed by staff once and returned for changes, if after review of the second submittal changes have not been made to the civil documents or theTraffic Study as requested by staff`„ further reviews of the Application will be subject to the following Resubmittal ,Fees:. Resubmittal Fees: 3'd submittal ('% initial review fee): .........:.. . ....:.... ......... ......... $300.00 0 sub =ttal (full initial review fee) .. ......... ......... ......... ......... $600.00 All subsequent submittals:,,.. .............. ........ ......, $600.00 (Full initial review fee) TOTAL REVIEW FE (due at time of Building Permit issuance). R PLEASE NOTF THAT IN ADDIIJON TO THE ABOVE FEES, THERE- WILL BE ADDITIONAL, LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN, pUBLIC fly o �Ijc wc)nKs Cit ,Y Of Wheat Ridge Municipal Building 7500 V 290'Ave. Wheat Ridge, Co 80033-8001 P: 301235.2861 F: 303.2351857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED:/ dzs �/ ADDRESS: '8� I — Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235,2864. Sincerely, Development Review Engineer CC: File NVWw-Ck%,hcatridge.co,u,k Rev 2108 —A :_vim °"InCarnotion € GE n UATE .. .� �1 a 1 1 �qg O 1 �� Ca 3S In 9' 95 .T 5 3$t x -V.P. 9870 Yk k. .A I Al 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