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Home My WebLink About4010 Fenton Courti CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line 1(303) 235-2855 Office • (303) 237-8929 Fax INSPECTI N NOTIC 4403-. c Inspection Type: 3 I ° - rn e �' ' f e -q a- _ Job Address:�I o ! o r("� „ �-C n C -- Permit Number: o I g o a o o 3 ❑ No one available for inspection: Time (C) AM/PM Re -Inspection required: Yeses) When corrections have been made, call for re -inspection at 303-234-5933 Date t 1 Inspe , p DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201802003 PERMIT NO: 201802003 ISSUED: 08/28/2018 JOB ADDRESS: 4010 Fenton Ct 4010 EXPIRES: 08/28/2019 JOB DESCRIPTION: The installation consists of (15) 255 w solar pv modules to (15) micro -inverters and related electrical switch gear as required by applicable codes and the utility company. Total system size 3.825 kw DC. Totall array area is 264.7 sqft. *** CONTACTS *** OWNER HOU JAMES M SUB (720)759-8930 Kent C Lord 180198 Lord Electrical Service LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,650.00 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 thisperm� I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be perform and that all work to be pertbrmed is disclosed in this document and/or its' accompanying approved plans and specifications. vT(_ .2 g It -Z o i ignature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any,Pedipance or reg ion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Officia Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of j�,e ]"" MUNjT'y DEVELOPMENT Building & Inspection Services Division F!F" 7500 W. 29t1 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 Date: Plan/Permit # 77 Plan Review Fee: / Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4010 Fenton Court, Wheat Ridge, Colorado 80212 Property Owner (please print): James Hou Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Citv. State. Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Lord Electrical Services LLC City of Wheat Ridge License #: 180198 Phone: (970) 946-7996 Contractor E-mail Address:kent@lordelectricalservices.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Scott L. Chapman Phone:(843) 271-8440 CONTACT EMAIL(p/ease print): solar@rconstruction2.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: 180198 Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL ❑N 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 (15) 255w solar photovoltaic modules to (15) micro -inverters and related electrical switch gear as required by applicable codes and by the utility company. Total system size: 3.825 kW DC. Total array area is 264.7 sqft. Commercial Projects Only: Occupancy Type: Sq. Ft./LF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) s7,650 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) (CONTRACT or (A THORIZE REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name).' DATE: 7/ /2018 Printed Name: Kent Lord ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Advanced Energy Systems, July 12, 2018 City of Wheat Ridge Building Department 7500 W 29th Ave Wheat Ridge, CO 80033 1428 South Humboldt Street Denver, CO 80210 303-777-3341 tolsen@windtechnology. com Subject: Structural Analysis for Incarnation Single Family Solar Systems, 4010, Fenton Ct, Wheat Ridze, 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 IBCARC, ASCE 7-10, NEC 2014 (2017 starting July 1, 2018) • Snow Load: 30 psf • Windspeed: Nominal 105 mph, exposure C • Module: Lightway LW255(29)P; with IQ6-60-2-US inverters • Array Layout: 15 in portrait in 3 rows of 5; staggered mounting feet at 4' max spacing • Rack Model: UmRac SM with GreenFasten GFI: Flashing and L -Foot SCL-101-3 This letter incorporates the following design and engineering documents: • "4010_Fenton, Court_3.315kW_rev_4 .pdf' • "AES-PE-Stamp-PV-Structural-rEnergy2-Incarnation 2018-07-12 - 4010.xlsx" This letter refers to, but does not cover, the following documents which are covered by others: • UmRac specifications, installation manual, and engineering • GreenFasten/EcoFasten specifications, installation manual, and engineering I have reviewed the structural system design to the specifications and conditions noted herein: the '0' existing roof is adequate to support this system without additional reinforcement. 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, �QeE�®arAeeo� Timothy L Olsen, PE, President er36 City of Colorado PE 429136; NABCEP #051112-135 Oe e n�z eeeeeoeee �\� ('n asanfe �AL �`` Wheat Ridge Chan energy fora healthy planet! . I , '. ` . . . . . . . . . . . . . . . . . . . . . . . Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System Design Criteria 7/12/2018 Contractor rEnergy2 LLC V Project Name Incarnation: SINGLE FAMILY ✓ Address 4010 Fenton Ct ✓ City, State, Zip Wheat Ridge, CO 80212 ✓ Elevation, ft 5416 Solar References AdvancedEnergy Systems LLC ✓ Building References Project photos and notes ✓ AHJ Wheat Ridge, CO ✓ Applicable Codes 2012 IBC/IRC, ASCE 7-10, and 2010 NDS � V0 19 ✓ Occupancy Category II�� •°®•p°G% ci'T ✓ LE6�✓1 •° F Exposure C Wind Speed, Ultimate Nominal 3s Gust 105;0' mph ®¢��7�In �0® ✓ Ground Snow Load 30.0 psf e V/Roof Snow Load 30`_0 psf o 9 ✓ Roof Live Load 20.0 psf A� �� 0•O0 Summary Result (Pass/Fail/Upgrades Needed) PASS with 4 ft max staggered footer spacing `sC°�lAL Gravity Loading Roof Snow Load Calculations Pg = Ground Snow Load 30.0 psf Ce = Exposure Factor 1.00, (ASCE7: Table 7-2) ✓ Ct = Thermal Factor 1.10' (ASCE7: Table 7-3) ✓ Is = Snow Importance Factor 1.00 (ASCE7: Table 7-4) ✓ Pf = Flat Roof Snow Load (0.7*Ce*Ct*Is*Pg) 23.1 psf (ASCE7: Eq 7.3-1) Cs = Slope Factor 1.00' (ASCE7: Fig 7-2) ✓ Ps = Sloped Roof Snow Load (Cs*Pf) 30.0 psf (ASCE7: Eq 7-2) DL Adjusted for Slope (from below) 29.11 psf PV Dead Load Module Weight 41.0 Ibf Lightway LW255(29)'P ✓ Inverter/Optimizer Weight 3.3 Ibf Enphase IQ6-60-2-US C;1ky of Length 64.6' in ✓ width 39.0» in ✓ Total Modules 15' 5/16 OSB Wheat Ridge ✓ ti Modules This Array / Smallest Grouping; Orientation 15< Portrait t. ✓ Modules & Inverters 2.53 psf psf Racking System 0.37 psf UniRac SM w/L-foot, flashin� ✓ Total PV DL 2.90 psf Total Roof DL DL Adjusted for Slope (from below) 2.82 psf Roof Dead Load Nominal size 2x4 (wood: 35 Ibm/cuft)' ✓ Spacing 24' in, OC ✓ Shingle/Tile/Metal Cover: 2.70 psf (Shingle, 1<layer Composite) ✓ Roof Sheathing 1.40, psf 5/16 OSB ? Rafters 0,64: psf (2x4:1.276; 2x6:2:005; 2x10:3.3 plf) ✓ Vaulted Ceiling 0.00 psf (open) ✓ Miscellaneous 0.30>' psf (felt paper, sheet insulation) ✓ Total Roof DL 5.04 psf DL Adjusted for Slope (from below) 4.89 psf Page 1 of 3 Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System Wind Calculations (ASCE 7 Components and Cladding) Input Variables Wind Speed Exposure Category Roof Shape Roof Pitch Mean Roof Height Effective Wind Area (of array) Least Horizontal Dimension Dimension a Design Wind Pressure Calculations Kz (Exposure Coefficient) Kzt (topographic factor) Kd (Wind Directionally Factor) I Importance Factor V (Design Wind Speed) Velocity Pressure (qz = 0.00256 * Kz * Kzt * Kd * V^2 *1) 105 mph C Zone 3 Monoslope Fig 6-14B 14,0 degrees 24.0 ft 262.4 sqft 30.0 2.69 3.0 ft 1.00 0.85 1.00 105.0 mph 22.55 psf 7/12/2018 (ASCE7: Table 6-3) (ASCE7: Fig. 6-4) (ASCE7: Table 6-4) (ASCE7-5 Only, not 7-10: Table 6-1) (Eq 6-15) !9 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 -1.20 -2.00 0.30 ✓ Wind Uplift Pressure (psf): P = max [10, qz*(GCp)] -24.81 -27.06 -45.10 10.00 Footing Uplift (Ibf, negative up) -267 -291 -486 108 PV Dead Load Point Load 31 31 31 31 Total Governing Load Combo (Up) = 0.6(D + W) -142 -156 -273 (IBC 1605.3) Tilt Leg Factor from U-Bulider 1.0 Standoff Uplift Check Maximum Design Uplift Standoff Uplift Capacity Reserve Safety Factor Fastener Pullout Capacity Check Number of Fasteners Maximum Design Uplift per Fastener Fastener Embedment Depth Pullout Capacity per inch Fastener Capacity Reserve Safety Factor 273 Ibf 604 Ibf GreenFasten GF1: L -Foot 2.22' (> 1.0) 1 273 35 2.5 in 205 Ibf/in 512.5 Ibf/in 1.88, (> 1.5) Page 2 of 3 SPF, Ref'QuickMount, EcoFasten Vity of Wheat Ridge �Ga`n9 o� J IN Advanced Energy Systems LLC Structural Loads for PV Roof -Mount System 7/12/2018 Top Chord Bending Analysis 24 in OC 1.5 3:S inA2 7.0 Input Variables uniform Ibf/ft Point at Foot (P) inA3 Dead Load, Roof 4.9 psf 53 Ibf Dead Load, PV 2.8 psf 30 Ibf Snow Load 29.1 psf 313 Ibf Wind Load 10.0 psf 108 Ibf Load Combo D + S 36.8 psf 396 Ibf Load Combo D+0.6W 13.7 psf 148 Ibf Load Combo D + 0.75(0.6W+S) 28.3 psf 305 Ibf Governing Load Combo (IBC 1605.3) 36.8 psf 396 Ibf Rafter Top Chord Properties Nominal Size, Spacing Width * Height Max Span of Top Chord between Supports, L linear weight, total: w Lumber Sp/Gr Reference Bending Stress, Fb Reference Shear Stress, Fv Modulus of Elasticity, E Area Moment of Inertia, I Section Modulus, S Area, A Check Bending Stress 2x4 24 in OC 1.5 3:S inA2 7.0 ft 147.2 Ibf/ft DF -N inA3 1800'' psi 1801' psi 1600000'' psi 5.36 inA4 3.06 inA3 5.25 inA2 s� Fz® o�913 (per NDS Supl Table 4A) (per NDS Supl Table 4A) (per NDS Supl Table 4A) J Adjusted Allowable Bending Stress: Cd (duration) Cf (size) Cr (repetitive) (NDS Table 4.3-1 & Supl 4A Factors): 1.00 1.5 1.15 ✓ Fb' (psi) = Fb x Cd x Cf x Cr 3105 psi Applied Moment: M = PL/8 345 ft-Ibf (Point load at center, fixed -fixed) Applied Moment: M = wLA2/24 298 ft-Ibf (Distributed load, fixed -fixed) Size Cf Max Applied Moment, M 4146 in-Ibf 2x4 1.5 Actual Bending Stress = M / S 1354 psi 2x6 1.3 Reserve Safety Factor 2.29 (> 1.0) 2x8 1.2 2x10 1.1 Check Shear 2x12 1.0 Adjusted Allowable Shear Stress, Fv' (psi) = Fv x Cd 180 psi Maximum Shear: V = w * L/2 513 Ibf Actual Shear Stress = V / A 98 psi Reserve Safety Factor 1.84' (> 1.0) Check Deflection Allowable Deflection (Total Load) = 12*L/180 0.465 in Applied Deflection (Total Load) = (P*LA3) / (192*E*I) 0.141 in (Point load at center, fixed -fixed) Applied Deflection (Total Load) = (1*wLA4) / (384*E*I) 0.183 in (Distributed load, fixed -fixed) Max Applied Deflection 0.183 in Reserve Safety Factor 1 2.54 (> 1.0) city of Wheat Ridge Page 3 of 3 M 3198 Blake St Ste 222 Denver, CO, 80205 303-843-1000 . ..... &6ergy2, LLC August 22, 2018 City of Wheat Ridge Building Department 7500 W 29th Ave Wheat Ridge, CO 80033 Subject: Permit corrections for Solar System at 4010, Fenton Ct, Wheat Ride, CO 80212. Dear Building Official, rEnergy2 has made the following corrections to the permit application for this property: • Reference to NEC 21017 • Proper NEC signage • Separate structuralanalysis for each permit address (already submitted and unchanged) • 2 copies of revised documents Please feel free to contact our office with any questions. S Koff Chapman Solar Project Manager ezoigoX03 Lightway Power for a changing world qd/v ge.* 15. 92 "NoPositive Tolerance o -5W , . Max Efficiency Provides our customers with maximum power output s 1 001YEAR Product Warranty w t Qs a w i K 0.85 ------ ------------______!___ _J_____:______�______!_____. me 900 400 500 600 700 900 910 loco Irradiance [Mtnq The typical relative change in module efficiency at an irradiance of 200W/nf in relation to 1000W/m'- (both at 25'C and AM 1.5 spectrum) is less than 4 CUL us M�,1 C 1 PV CYCLE Power6uard t'wA Z SGS' Electric Current Classification System output maximized by reducing mismatch losses up to 2% with modules sorted and package by amperage Excellent weak light performance Relative change of module efficiency at 200W/m2 is less than 4% 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 according IEC 62796 Draft C and FprEN 61701 Ed.2 ISO 9oo1:2oo8 - ISO 14001:2004 - OHSAS 18001:2007 3100% .Adtfifiorl'C ctl q _ eae trony ttghtry 90% aY So P tpr's ftnepr µ arrgnfy 6 Years 5 10 Is 2G 25 Industry standard ■ licgheway5rrlat LINEAR WARRANTY • 10 -year warranty on materials and workmanship • 25 -year warranty > 80% power output • 3% degradation rate the first year . o.68% yearly linear degradation ELECTRICAL DATA @ STC Peak Power Pmax I W 26o 255 250 245 240 235 Powertolerance APmax W 28.46 28.42 0"5 27.94 27.77 2759 Voltage at Pmax_Vmpp V 30.25 30.10 29.95 29.8o 29.65 29.50 CurrentatPmax_Impp A 8.61 8.48 8.36 8.24 8.11 7.98 Open Circuitvoltage_Voc V 37.95 37.88 37.80 37.50 37.40 37.30 Short Circuit Current Isc A 9.o6 8.90 8.78 8.69 8.56 8.45 Module Efficiency_q 15.92% 15.61% 15.30% 15.00% 14.69% 14.39% Values at standard test condition STC: air massAM 1.5, irradiance 1000W/m', cells temperature 25 t- ELECTRICAL DATA P NOCT Peak Power Pmax W 192 188 185 180 176 173 Voltage at Pmax_Vmpp V 28.46 28.42 28.28 27.94 27.77 2759 Current at Pmax_lmpp A 6.73 6.63 6.53 6.45 635 6.26 Open Circuit Voltage_Voc V 35.09 35.04 34.93 34.61 34.50 3439 Short Circuit Current Isc A 7.34 7.21 7.12 7.04 6.94 6.85 Nominal operating cell temperature NOCT: irradiance 800W/m�, ambient temperature 20 C', wind speed 1m/s TEMPERATURE RATING Unit:mm Nominal operating cell temperature(NOCT) C 45* -2 Temperature Coefficient of Pmax %/C -0.4204 Temperature Coefficient of Isc %/C o.o654 Temperature Coefficient ofVoc %/C -03215 MAXIMUM RATING Max. System Voltage 1000Vdc Operating Temperature -40 --85C Max. Series Fuse Rating 15A Max. Reverse Current 15A Max. Mechanical load 540oPa CONSTRUCTION MATERIALS Solar cells 6o-multicrystalline silicon cells,156mm*156mm Glass 3.2mm low -iron tempered glass Encapsulant ethylene vinyl acetate(EVA) Frame anodized aluminium alloy(Silver) Junction Box zIP65 rated, 3/6 diodes Cable 4mm' PV cable, 900mm/1200mm Connector MC4 compatible GENERAL DATA Module Dimension(LxWxH) 165ox990x40mm 1650x990.50mm Weight 19kg 2okg PACKING Modules per pallet 26 20 Pallets per 40' container 28 28 Packing boxdimension(LxW«H) 1700x1150x1040mm 1700x1150x1040mm Current(A) VoltageM Voltage(V) w L -Key section view Cunent(A) VoltageM Data Sheet Enphase Microinverters U� To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 6 Micro- and Enphase IQ 6+ Micro'" dramatically simplify the installation process while achieving the highest efficiency for module -level power electronics. Part of the Enphase IQ System, the IQ 6 and IQ 6+ Micro integrate seamlessly with the Enphase IQ Envoy'", Enphase Q Aggregator'"", Enphase IQ Battery-, and the Enphase Enlighten- monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple Faster installation with improved two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable Optimized for high powered 60 -cell and 72 -cell* modules More than a million hours of testing Class II double -insulated enclosure UL listed Smart Grid Ready Complies with fixed power factor, voltage and frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741 -SA) * The IQ 6+ Micro is required to support 72 -cell modules ENPHASE. Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) IQ6-60-2-US IQ6PLUS-72-2-US Commonly used module pairings' 195 W - 330 W + 235W -400W+ Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48 V 62V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16 V- 48 V 16 V - 62 V Min/Max start voltage 22V/48V 22 V / 62 V Max DC short circuit current (module Isc) 15A 15A Overvoltage class DC port II II DC port backfeed under single fault 0 A 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; disconnect required by NEC 690. AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 6 Microinverter IQ 6+ Microinverter Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal (L -L) voltage/range2 240 V / 211-264 V 208 V / 183-229 V 240 V / 211-264 V 208 V / 183-229 V Maximum continuous output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A (L -L) branch circuit 16 (240 VAC) 13 (240 VAC) 14 (208 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor (adjustable) 0.7 leading ... 0.7 lagging 0.7 leading ... 0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -40°C to +650C�� Relative humidity range 4% 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 ��---Powerline Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at https://enphase com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com © 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. E N P H A A S E. 2018-01-25 RSTC Enterprises Inc 2214 Heimstead Road Eau Claire, WI 54703 715-830-9997 Outdoor Pass thru enclosure: Model - 0786-3R 5 Asphalt/Cedar Roof Systems For AC or DC current ETL Listed and labeled to UL standards Report # 3125796 CRT -001 b Revised March 2012 • UL50 Type 3R, 11 Edition Electrical equipment enclosures • CSA C22.2 # 94-M91 special purpose enclosures (2006) Basic specifications Material - 18 Gauge G 90 Steel Base/Cover Process- Seamless draw (stamped) Flashing- 15" x 15" Height - 2.625" Cavity- 8" x 9" x 2.5" (162 Cubic inches) Finish- Powder coat (1100 hours salt spray) Assembly: • Cavity Base and cover punched for matched assembly • Base Flashing pre -punched for roof deck mounting • Cavity Base - (5) predetermined dimples for fittings or conduit Base plate: • 16 gauge galvanized steel • Fastened to base flashing with toggle fastening system • Finish — Powder coat (1100 hours salt spray) • (5) Roof deck knockouts • Knockout sizes — (3).5", (1).75" and (1)1" • Rail - 7" slotted 35mm Ground — Installed with steel stud and star nut (5) Position for wire size 14 — 6 Strain Relief Clip —Aluminum riveted installation Hardware pack: 7 - 1" Truss head screws 4 - .5" 8-32 thread cutting screws 4 - Bonded seal washers #10 2 — 10-32 %" Steel studs 2 — 10-32 3/8" steel star nuts 1 — Foam gasket seal 1 — Installation instructions With 2 circuit AC pass thru kit Kit Part # 01612 *** Kit sold separately 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 ® SQUARE I] by Schneider El.ctric 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. 06/3012010 15:1503 © 2010 Schneider Electric. All rights reserved. Schneider 1 Z?EIeCtriC 6/18/2018 t�fMILBANIC ENERGY QT WORK U4801 -XL -5T9 Milbank - U4801 -XL -5T9 5 Terminal Ringless Small Closing Plate Lever Bypass 5th Terminal 9 Oclock Position SPECIFICATIONS Brand Name Type Application Standard Voltage Rating Amperage Rating Phase Frequency Rating Size Number of Main Breakers Main Breaker Size Cable Entry Terminal https://www.milbankworks.com/products/catalog/U4801-XL-5T9 Milbank Ringless Meter Socket Meter Socket UL Listed;Type 3R 600 Volts Alternating Current 200 Continuous Ampere 1 Phase 60 Hertz 4.844L x 13W x19H 0 No Main Breaker Overhead or Underground Lay in 6/18/2018 Milbank - U4801 -XL -5T9 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://www.milbankworks.com/products/catalog/U4801-XL-5T9 2/2 — �r I� 7n ,a) V , r�r 3 C) m O n C_ m m x 6- 0- QrD (D o C:)- (D _0 _0 - < cn o`'- n o :3 N rDo I -t c n D O v U) U . 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GD (uJ V e tri � i QS d GG r n W u r '! Dr% ir, v W c L • e ail co L1 c O V0_4 �OC� a 5 ;D WON rte, a w :L, A u u ,., .. n E W wi 4- 4 .5 ,o m A(9 DOTEC CORP. CUSTOMIZED ENGINEERING SOLUTIONS September 21, 2016 To: Unirac, Inc. 1411 Broadway Blvd NE Albuquerque, MN 87102-1545 Attn: Engineering Department, Re: Engineering Certification for Unirac's SolarMount— Design & Engineering Guide and U -Builder DOTec Engineering has reviewed and certified Unirac's SM SolarMountTM "Design & Engineering Guide: Flush - To -Roof Design" and the "Installation Guide", including Unirac's three rail types, Solarmount Light, Solarmount Rail and Solarmount HD. All information, data, and analysis contained within the D & E Guide and U -Builder are based on, and comply with the following: I, ASCE/SEI 7-10 — Minimum Design Loads for Buildings and other Structures Il. 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 Dr. Ildefonso " Al" Gonzalez, P.E. PhD Colorado #43996 DOTec Engineering, Inc. St. Charles, MO �,DO 1,lcF�s oQ. 02' 43996 The Chris young Building • 424 Jefferson St - Saint Charles, h10 63301, Telephone. (636) 724-9872 • Facsimile: (636) 410-3334 ww .IX)'I'eci n,-ineerin-.com W coe3 W W J Z O O CM2 C003 won m 01 -p a) W c c s W a� 3 v a6 �' v o W lc o `n -0J� U u � o O .— U N O p1 U N a1 E O O pl 0) U L O C_0 o 0) m LA O. 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LO 5- rD r+ rD COO* Mm< CO* ac C003 C= C= 0 W cm max106. W cm Z O Q y Q Z J Q.2 C= cm Z Z 0 cm C C C6 r6 O N cu J6 _ � is •co O N L O D v wLn w C, .'-^o o E Cl- E .- u E O M Q CD - 7u �p O v J O O > o vi -0 M E a E O ro,n +� O 0 V LA Ln Ln o J 4 O O N E C Z � O m v n. N z 0 H N z z 0 g J N z � � E �_ o C O o_ Ln E E `' v E_ � N E E 6oi E a +n H n a, o o C O N w n >,na a -0 V Q m w g � s -i D r 0 , j -0 v rB 3 D.0 O,= w o a p v I- E (6 T F- co W O 11 0 0 v 0 v w � o c u � � N ? O C � � q _ f O Oc n c o ai �E3 �Y u v C. a o m i W � v v a w w v 'o o H O a u V) in. z +s.. J �a � ? U f Z C. a o m d w r � m Z j 4= o� a� z L o J Q r Z 3 zZ F a> �� 3 � sW Q 3 i to i¢ U' rn J [ a m c O o L z c y 'yam p O m t9 [1{(( € W c U O I v o om ,��. .�-:� m AISMSSVMVDON3 } - t I KUL I UKAL tNUJNtt K3 August 14, 2016 Rillito River Solar, LLC 289 Harrel Street Morrisville, VT 05661 TEL: (877) 479-9765 Attn.: Engineering Department, Re: Engineering Certification for GreenFasten-1-812_IAPMO UES Evaluation Report The GreenFasten- 1 -812 has been evaluated by IAPMO as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in the report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC 104.11. PZSE, Inc. -Structural Engineers has reviewed the GreenFasten-1-812_IAPMO UES Evaluation Report Number 216. All information, data, evaluation, and analysis contained within the Evaluation Report Number 216 are based on, and comply with the following Reference Documents: Codes: 1. 2006 and 2009 International Building Code, by International Code Council, Inc. 2. 2006 and 2009 International Residential Code, by International Code Council, Inc. This letter certifies that GreenFasten-1-812_IAPMO UES Evaluation Report Number 216 is in compliance with the above codes. ,0*.* S�P� of rF��s�lll, If you have any questions on the above, do not hesitate to call. � . .... ................. j A K.ZACHER ...... ... ................. Prepared by: ►�117 Engineers <v, PZSE Inc. - Structural En i 11° •. ��° z8'-'' 4" g 1 F •. CENgE .• ��r Roseville, CA Its ........... = �%�_ONAL 8150 Sierra College Boulevard, Suite 150 • Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com PART # TABLE P/N DESCRIPTION 302027C SM BND MIDCLAMP BC SS 302027D SM BND MIDCLAMP BC DRK SS 302028C SM BND MIDCLAMP EF SS 302028D SM BND MIDCLAMP EF DRK SS 302029C SM BND MIDCLAMP DK SS 302029D SM BND MIDCLAMP DK DRK SS FOR BONDING END CLAMP REFER TO SHEET SM -P05 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM TT/16" O% lV2fT 1'/" 8 15/6f' 1Y16" „1 VARIES - REFER TO 4 I� SHEET SM -P05 II � 1/8 BONDING SM MID CLAMP BONDING SM END CLAMP PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING TOP CLAMPS REVISION DATE: 10/26/2017 DRAWING NOT TO SCALE Q ALL DIMENSIONS ARE NOMINAL o Q PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET BONDING SPLICE BAR 0 0 0 0 n TYPICAL SPLICE BAR DETAIL V 1G ^ .Y JLLF DRILLING SS SCREWS INCLUDED TYPICAL EXPANSION JOINT DETAIL PART # TABLE P/N DESCRIPTION 303018C BND SPLICE BAR SERRATED CLR 303018D BND SPLICE BAR SERRATED DRK iii U N I R7 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING SPLICE BAR REVISION DATE: 9/27/2017 NOTE THAT ONLY 2 SCREWS ARE USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INSTRUCTION. DRAWING NOT TO SCALE ALL DIMENSIONS ARE Ln NOMINAL Q PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET V4" BOLT LOCATION —\ 3/s" 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" �gUNlRAC 1411 BROADWAY BLVD, NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242,6411 WWW.UNIRAC,COM �6 PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: STANDARD RAIL REVISION DATE: 9/11/2017 �j DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET Design Criteria System Specificaitons 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 1 Ridge 36 in Roof Edge 36 in Valley 18 in Hip 18 in Building Structural Info System Specificaitons System Type Grid -tied DC Size 3.825 kW AC Size 3.6 kW Module QTY 15 Inverter QTY 15 Array Area 264.7 SQ. FT. Array Weight 2.51 lbs/SQ.FT. Building Structural Info Building Information Main Breaker 200 A Main Busbar 200 A Building Stories 2 Roof Type Comp. Shingle Array 1 azimuth 180 Degrees Array 1 Tilt 14.04 Degrees Enphase IQ6-60-2-US 15 B Junction Box Building Structural Info PV System Structural Info System Components Attachment Type Key Component # of Attachments QTY A Modules: LightWay LW255(29)P 15 A Inverters: Enphase IQ6-60-2-US 15 B Junction Box Soladeck 0786-3115 1 C AC Disco. Square D DU221RB (or similar) 1 D PV Meter Milbank U481XL5T9 1 Building Structural Info PV System Structural Info Building Stories 2 Attachment Type Eco Fasten, SCL-101-3, GF1 Roof Type Comp. Shingle # of Attachments 30 Trusses Type 2x4 Max Attachment Spacing (in.) 48 Truss Spacing (in. oc) 24 Module Overhang V-14" * Building structure designed for additional (5) psf dead load for PV system* Rail Type Rail Length (ft) Unirac Rail SM 100 E-0 312" (New) AC Disconnect (New) PV Production Meter (Existing) Utility Meter — — - - — — — — — — — — — — — — _ (Existing) Service Panel 197 - — — — — — Roof Attachments — — — — — - — — / Engineered Trusses 24" oc 195„ \I\� — — — — — — — — — — — — — — — — — — — — 75" - Exceeds 36" IFC Setback 36" IFC Ridge Setback — — — — — — — — — — a er 2�� `✓ — — — — — — — — — — — — — — — — — — — — L City of ---------- heatPidge UNITY DivuormENT APPROVED 192 PI xa new D rsu+mra o pe or sped asf M.",W- dcrx shaft not be o permit fo, or on approval of, any vooladon b OW iN IM OffiWiFe—M of Me D code or of any City or nonces. Permits pmsur" to give authority to violate or cancel the wavisoons of the tilaifdrog coda or allow ordinoeots of ow citysholi not he valid 0 System Weight �m N 0 Structural Calculations Component Weight (Ibs) QTY Total (Ibs) Array Area (sq.ft.) 264.73 Modules 41 15 615 Weight per Attachment (lbs.) 24.18 Inverters 2.84 15 42.6 Distributed Weight (Ibs/sq.ft) 2.74 Rail 0.68 100 68.0 Max allowed cantilever (in.) 19.20 Total (Ibs) 725.6 o E-0 312" (New) AC Disconnect (New) PV Production Meter (Existing) Utility Meter — — - - — — — — — — — — — — — — _ (Existing) Service Panel 197 - — — — — — Roof Attachments — — — — — - — — / Engineered Trusses 24" oc 195„ \I\� — — — — — — — — — — — — — — — — — — — — 75" - Exceeds 36" IFC Setback 36" IFC Ridge Setback — — — — — — — — — — a er 2�� `✓ — — — — — — — — — — — — — — — — — — — — L City of ---------- heatPidge UNITY DivuormENT APPROVED 192 PI xa new D rsu+mra o pe or sped asf M.",W- dcrx shaft not be o permit fo, or on approval of, any vooladon b OW iN IM OffiWiFe—M of Me D code or of any City or nonces. Permits pmsur" to give authority to violate or cancel the wavisoons of the tilaifdrog coda or allow ordinoeots of ow citysholi not he valid 0 Q �m N 0 22 5 m cN 0 0 ro 2a h 5 m co 0 N 0 0 a� v M � U Ou J ._ L Y W O a� P, o a P� � N >~ r U NO ct 4, "� 4+ y CWO x� C� y CZ � 3 7d Auxiliary GE 5/8• x 8• ground rod bonded to racking on roof using bare Cu #6 AWG per 690.47 (D) Component QTY Modules: LightWay LW255(29)P 15 Inverters: Enphase IQ6-60-2-US 15 Placards `\ Utility Accessible AC Disconnect 30A, 2P Unfused Square D DU221RB (or equivalent) Labeled: "PV AC Disconnect" 200 A Main Service Breaker 200 A Main Service Panel 20 A back -fed solar breaker located at opposite end of bus from main breaker per NEC 705.12(13)(2)(3)(b) M \ PV Production Meter (Xcel) EGC bonded to Nema 311 Junction Box Milbank U481XL5T9 200A/600V rails and sized per Roof Mounted (or equivalent) NEC 250.122 G AC Disconnects JunctionBox PI OTOVOLTAIC SYSTEM I AC PV Production Meter (per Xcel) Utility Meter (per Xcel) Main Service Panel DISCONNECTI WARMING A CAUTION 1 I WARNING RATED AC OUTPUT CURRENT: 14.4 A PV PRODUCTION METER ACAUTION NOMINAL OPERATING AC VOLTAGE: zao v PHOTOVOLTAIC SYSTEM 4010 Fenton Court SOLAR ELECTRIC SYSTEM CONNECTED DUAL POWER SUPPLY kWh meter THIS SERVICE METER IS ALSO SERVED INVERTER OUTPUT CIRCUIT Wheat Ridge, CO 80212 BY A PHOTOVOLTAIC SYSTEM SOURCES: UTILITY GRID AND PV RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM SOLAR ELECTRIC SYSTEM Inverter Specifications 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 196.50% Physical Characteristics Weight 2.84 lbs. Compliance UL1741/IEEE1547 Rapid Shutdown Built in Module Specifications Make LightWay Model LW255(29)P Pmax 255 W Vmpp 30.1 V Impp 8.48 A Voc 37.88 V Isc 8.9 A # of Conductors (w/out ground) Temp. Coeffcicents Voc -0.33%F/-c Total Area (sq. in.) Physical Characteristics Width 39 in. Height 64.5 in. Weight 411 lbs. Inverter Max DC Voltage (V) Compliance 200 UL1703 Inverter Specifications 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 196.50% Physical Characteristics Weight 2.84 lbs. Compliance UL1741/IEEE1547 Rapid Shutdown Built in M 240V Utility Service Entrance 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 3.825 kW DC 3.6 kW AC Modules LW255(29)P Modules: LightWay Inverters IQ6-60-2-US Inverters: Enphase M 240V Utility Service Entrance 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 A�x SHUTDOWN PV Insulation Quanity Size Cu or Al Insulation Conduit Location A 2 12 Cu SYSTEM AND B 3 10 Cu THWN-2 1 10 Cu THWN-2 .5" EMT Roof/Exterior REDUCE SHOCK # of Conductors (w/out ground) Conductor Size Conductor Area (sq.in.) Chapter 9 Table 5 HAZARD IN ARRY Total Area (sq. in.) 40% Fill Chpt. 9 Tbl. 4 (sq.in.) Conduit Type 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 isrid-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 4.13. - The PVproduction 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 tog, indicatin the address including the unit, typically "PV PROD" in accordance with the requirements for "Meter Identification" in Section 4.14.4. of the Xcel Energy standard. - 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 submitted for review. The local meter shop must approve the site plan for application approval; site mPAtinac ran ha arrnnaarl iinnn renin-ct Ambient Temp. Derate Conductor Schedule One Line Conductors EGC Key Quantity Size Cu or Al Insulation Quanity Size Cu or Al 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 isrid-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 4.13. - The PVproduction 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 tog, indicatin the address including the unit, typically "PV PROD" in accordance with the requirements for "Meter Identification" in Section 4.14.4. of the Xcel Energy standard. - 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 submitted for review. The local meter shop must approve the site plan for application approval; site mPAtinac ran ha arrnnaarl iinnn renin-ct o� W� c4 g >> a '] 5 h 0 0 0 0 0 M V Fi 0 0 0 0 0 0 0 0 cl M Q N nn x U P. a P, N �U0 � O .'n 0 00 s~ wU�3 A 2 Ambient Temp. Derate Conduit Sizing Voltage Drop Module/Inverter Compatibility NEC 705.12 (D) One Line Key Correction Max Temp Factor (°C) 310.15(B)(2)(a) # of Conductors (w/out ground) Conductor Size Conductor Area (sq.in.) Chapter 9 Table 5 EGC Area (sq.in.) Total Area (sq. in.) 40% Fill Chpt. 9 Tbl. 4 (sq.in.) Conduit Type One-way Length (ft) Resistance (Ohms/ft) Voltage drop I%) Total Voltage Drop (%) Temp Corrected Voc (V) Inverter Max DC Voltage (V) Main Busbar Size (A) 200 Main Breaker Size (A) 200 A 59.6 0.71 2 12 Free Air 10 0.002 0.26 0.73 43.9 48 Max PV Breaker Size (A) 40 B 59.6 0.71 3 10 0.0211 0.0211 0.0844 0.122 .5" EMT 30 0.0012 0.47 Actual PV Breaker Size (A) 20 One Line Key Description Nominal Current (A) Max Current (A) Conductor Size (AWG) Cu or AI Insulation Conductor Am acit (90°) Total # of Conductors # of Current Carrying Conductors Adjustment Factor for current -carrying wires Ambient Temp. Correction Factor Conditions of Use Ampacity Required Ampacity Terminal am acit (75°) Min. EGC OCPD (A) Required EGC NEC 690.8 B 1 310.15(B)(16) 310.15(B)(5) 310.15 B a a 310.15[B J(2)1a) 690.8(b)(2) 690.8(B)(1) 310.15(B)(16) T 250.122 A Trunk cable to J -box 14.4 18 12 Cu THWN-2 30 2 2 1 0.71 21.3 18 25 20 14 AWG 6 B Jbox to Main Service Panel 14.4 18 10 Cu THWN-2 40 3 2 1 0.71 28.4 18 25 20 14 AWG 10 o� W� c4 g >> a '] 5 h 0 0 0 0 0 M V Fi 0 0 0 0 0 0 0 0 cl M Q N nn x U P. a P, N �U0 � O .'n 0 00 s~ wU�3 A 2 INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: --0 % Z3 2_ ADDRESS: �/w/n 1 - ��_ �� JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:, C'9)-,32 ADDRESS: -C6/C0 ,t,��, s-�- JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous 4S Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 4S 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection --r— I Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. M i CITY~OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `-I o -7 - Job Address: LI G I V P---, Permit Number: -D n (-7 o --1 a -z ❑ No one available for inspection: Time AWPM Re -Inspection required: Yes ( No When corrections have been made, call for re -inspection at 303-234-5933 Date: / /9-)/'R Inspector: ) (�) 4. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: `-Io I n n 4o h C4 - Permit Number: o 1-7 o c —, 3 /-1 j 1, " s e 1'£'sc d v ❑ No one available for inspection: Time 3 O CA_M_�PM Re -Inspection required: t;6 No When corrections have been made, call for re -inspection at 303 -234 - Date: 2 ( )/ /19 Inspector: Tb DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Bsmt Fin PERMIT - 201601289 PERMIT NO: 201601289 ISSUED: 09/08/2016 JOB ADDRESS: 4010 Fenton CT EXPIRES: 09/08/2017 JOB DESCRIPTION: Finish 530 sq ft basement to include a 3/4 bathroom; current structures include two egress windows, mechanical room, finished area under stairs; sump pump HVAC 2 outlets * * * CONTACTS * * * OWNER (678)522-0163 JAMES HOU *** PARCEL INFO *** ZONE CODE: R-2 / Residential - Duplex USE: / SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,225.00 FEES Total Valuation 0.00 Plan Review Fee 246.12 Use Tax 364.05 Permit Fee 378.65 �` +. ** TOTAL ** 988.82 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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 au+horized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized tonclude ali entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection �ervices Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Q F Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ?�o1(n01Zgi INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 OccupanwiType Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Sewer Service (Underground) Foundation Inspections Date Inspector Comments Initials Water Service (Underground) Monolithic Slab Reinforcement Plumbing (Below / In -slab) / 5 ! r a Caissons Heating (Below/ In -slab) Concrete Encased Ground (CEG) Rough Mechanical Footing/Stemwall P.E. Letter Gas Piping nn Not Pnur Cnncrete Prier To Annroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical (Underground) Final Electrical —77 Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) / 5 ! r a Final Mechanical - �7 Heating (Below/ In -slab) nn NIn+ [ nvar I Inelarnrnunri nr RpinwlIn-Blah Work Prier To Annroval Ot The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Final Electrical —77 Roof Sheathing Lath /Wall Tie Rough Electric Final Mechanical - �7 Rough Plumbing Rough Mechanical ! !� Gas Piping Final Building / Frame Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing 3 i % y3 Ll Insulation -{ i % '3 Drywall Screw/ Nail 3 , IV % r Final Inspections Date Inspector In' aIs Comments Final Electrical —77 ull Final Plumbing Final Mechanical - �7 / Roof ! !� Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requeste one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30(,o I to Job Address: A of o rr, NTUQ cr Permit Number: ❑ No one available for inspection: Time 2' A16TMD Re -Inspection required: Yes No When corrections have been made, call for re ectio t 3D -234- 933 Date: l) 12 Inspector: DO NOT REMOVE THIS NOTICE Q City of Wheat Ridge ],)00 Residential Roofing PERMIT - 201709232 PERMIT NO: 201709232 ISSUED: 11/22/2017 JOB ADDRESS: 4010 Fenton CT EXPIRES: 11/22/2018 JOB DESCRIPTION: Reroof: 1/12 pitch with EPDM/TPO 1 square; 3/12 pitch with GAF impact resistant asphalt 15 squares; 16 squares total *** CONTACTS *** OWNER (678)522-0163 JAMES HOU SUB (303)749-5830 Mark Pijanowski 130245 All Phase Restoration *** 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: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge j� Residential Roofing PERMIT - 201709232 PERMIT NO: 201709232 ISSUED: 11/22/2017 JOB ADDRESS: 4010 Fenton CT EXPIRES: 11/22/2018 JOB DESCRIPTION: Reroof: 1/12 pitch with EPDM/TPO 1 square; 3/12 pitch with GAF impact resistant asphalt 15 squares; 16 squares total 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 Qwner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit further attest that I am legally authorized to include all entities named within this document as parties to the work to be performecj'�nd that all work to be performed is disclosed in this document ai)d/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. Nowrr f any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The p it holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or ora ting of a permit shall not be construed to be a permit for or an approval of, an violation of any provision of any applicable co ordinance or -regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook �()17vq c�3 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, November 22, 2017 8:32 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: (" Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4010 Fenton Ct �/� Property Owner Name James Hou Property Owner Phone 678-522-0163 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Yes Incarnation -signed work auth.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) All Phase Restoration 130245 303-749-5830 12362 Dumont Way, Littleton CO 80125 Contractor Email Address Sstoecklein@aprestoration.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) Sstoecklein@aprestoration.com 16 10,000 No Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) 10 What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 1/12 1 EPDM TPO/EPDM 3/12 15 GAF impact resistant shingles Asphalt Single family home SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this application is NOT a permit. I understand I will be contacted by the City Yes Yes 11 to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Shannon Stoecklein Email not displaying correctly? View it inyour browser. 12 ALL PM'ASE iRESTOItA,TI W Ixvc pto,�.=_(nme First Work Authorization All Phase Restoration 12362 Dumont Way Littleton, CO 80125 Ph: 303.749.5830 1 James Hou, Agent (the "Customer") hereby affirm that I am the property owner or agent for the job location described herein and that I have the right and power to enter into this agreement. I authorize All Phase Restoration (the "Company') to provide services to the real property, personal property, and contents of the property described as Incarnation resident owners association (the "Property"). I also hereby hire and authorize the Company to provide the services (the "Work") that I have initialed below and accept responsibility to the Company for such services rendered: ElYes 0 No Emergency mitigation. I authorize the Company to perform emergency mitigation services. I agree that mitigation shall be considered complete when restorable structural materials and contents have been returned to pre -loss equilibrium moisture content (EMC) as measured with a moisture meter on similar materials in an unaffected area of the structure, if available. © Yes El No Reconstruction. Upon my acceptance of the Company's cost estimate, I authorize the Company to provide reconstruction services as described therein. I agree that reconstruction shall be considered complete when restorable structural materials have been returned to a pre -loss condition. I authorize the Company to enter the Property, supply all materials and perform all necessary labor to provide all authorized Work. I also agree to allow the Company to remove affected materials, as necessary, to achieve the goals as outlined in the written plan. I understand that should I decide to decline service or to follow the Company's recommended procedures, estimate, or plan that I may ask them to stop, but that I will be responsible for payment for all services rendered and any costs the Company incurs as a result of this decision. I further agree to make arrangements for completion of the job without cost or penalty to the Company and to release, defend, and hold the Company harmless as a result of my decision. In addition, in the absence of intentional wrongful acts or wrongful failures to act, I waive the right to bring suit against the Company, its owners, agents, and employees and agree to release them from all liability, indemnify and hold them harmless, and agree to defend them if suit is brought by any interested party. Unless we expressly agree otherwise, I agree that myQinsurance deductible or@deposit in the amount of $95'000'00 is due prior to the Company commencing emergency mitigation services and that the balance is due upon completion of the Work, or any portion thereof. And, unless we expressly agree otherwise, if the Work is not covered by my insurance company, I agree that 30% of the estimated cost of reconstruction is due prior to the Company commencing such work, 30% is due upon the completion of 30% of the Work, 30% is due upon the completion of 60% of the Work, and the balance is due upon the completion of the Work. I agree that all rights to any insurance proceeds paid in connection with the Work performed by the Company are hereby assigned to the Company. I hereby direct any insurance company to include the name "All Phase Restoration" on any checks or drafts issued in connection with the Work performed by the Company and that such checks shall be mailed directly to the Company at the above address. In the event that an insurance company includes other parties on checks or drafts, I agree to endorse and/or obtain necessary endorsements within three days of receipt of the payment. I fully understand that I am responsible for all charges not paid by my insurance carrier or other materially interested party and agree to pay any unpaid balance immediately upon demand or upon completion of the work. James Hou' Agent 1, (the "Customer"), expressly agree that all past due amounts are subject to a service charge in the amount of 1.5% per month or 18% per annum on unpaid balances after 30 days. Additionally, Customer agrees to reimburse All Phase Restoration for all costs and reasonable attorneys' fees associated with the collection of any balance past due. The Company shall maintain the right to file a lien against the Property as well as any and all other legal remedies allowed by Colorado law. I agree to remove from the Property all cash, jewelry, firearms and other valuables prior to the commencement of work by the Company. I acknowledge that I have read the terms and conditions set forth above and on the reverse side hereof and that 1 understand such terms and conditions and agree to be bound thereby. Dated this 15 day of November 20 2017 Print Name Kelly Shannon Billing -- Customer Name: Incarnation residents owners association Address: 3950 Fenton Ct. City: Wheatridge State, Zip: Co. 80212 Phone: 678 522-0163 Signature <� -^— Kelly Shannon (Nov 15, 2017) Insurance Information Company: Continental Western Group® Claim Number: Property Claim 40121213 Adjuster/phone: Jenny Snook I Property Claims Representative Agent/phone: 877.778.7874 Ext. 4214387 1 Fax: 800.365.4878 Referral Name Email: jhou0l@gmail.com or kshannon99@gmail.com Contract Total: $285042.52 UNDERSTANDING BY THE CUSTOMER Prices: I understand that water damage is a progressive condition and that drying times vary so it is impractical to give an exact quote for services before completion. Completion of Work: The Company will diligently pursue substantial completion of the Work (the time at which the affected area may be used for its intended purpose) but shall not be held liable for delays due to late deliveries, weather, restricted access to the Property or any other conditions beyond the Company's direct control. Effect of Abnormal Water: I understand that uncontrolled water indoors is abnormal and may cause several problems that should be addressed: (1) Water may migrate into other areas of the Property so it is highly recommended that all potentially affected areas be evaluated; (2) Materials swell as they absorb moisture and rapid drying will help reduce permanent damage; and (3) High humidity from evaporation can damage materials if allowed to continue and these problems get worse the longer materials remain wet. Reducing microbe growth: I understand that the following steps can be taken to reduce microbe growth: (1) Water can be removed as quickly and as thoroughly as possible; (2) Rapid air -movement can increase the rate of evaporation; (3) The relative humidity indoors can be reduced; and (4) If necessary, antimicrobials may be applied. Drying Equipment: I understand that drying equipment will be installed. I will not interfere with this equipment, move it, turn it off, or leave the windows open without first notifying the Company. I will also minimize my entry into affected areas and will use extreme care when doing so. I have been informed that it may take several days to complete the drying process. I understand that I am responsible for loss or theft of drying equipment while in my care and will take necessary precautions to secure and protect this equipment for service rendered. Carpet cleaning and Other Repairs: I understand that the Company does not schedule carpet cleaning or other repairs until drying is complete. Hazardous Substances: I agree to inform the Company, prior to the commencement of work, of any known hazardous substances or unsafe conditions within the Property. I understand that the Company, upon or after encountering such conditions, may terminate this Agreement and I agree to pay for services to date, including costs incurred related to the discovery, testing and disposal of such hazardous or unsafe substances. I agree to indemnify and hold the Company harmless from any and all claims by any person arising from the existence of and/or exposure to hazardous substances or unsafe conditions. Signature: Email: kshannon99@gmail.com CITY OF'WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a4 s Job Address: Permit Number: 0 %/ Ole S I No one available for inspection: Time/ C.) �-- AM/PM ie -Inspection required: Yes/L""No) When corrections have been made, call for 're -ins p i f 303-234-5933 )ate: 3� / Inspector: (� DO NOT REMOV THIS NOTICE 03/06/17 Or Current Owner/Occupant INCARNATION 1630 WELTON ST SUITE #510 DENVER CO 80202 Regarding Permit: 201501071; Install Rooftop solar - 8.10 KW PV system. 4010 Fenton CT, Wheat Ridge, CO 80033 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 07/21/15. Our last inspection related to that permit was on NONE. The permit expired as of 07/20/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before March 31, 2017, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff RETURN TO SENDER UNNABLE TO FORv4RD 86633800108 e a s CITY OF WHEAT RIDGE - ... . Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: w `� Job Address: / 6 Ire. nr -/ o tj Permit Number: 2�b �LVP),-?�)fpY1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date:" �� ~/ 7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �� Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: EXE , i Al �, /IV _S Job Address: �{0/6 P61v—vrj Gfi" Permit Number: 2O1 G D > 2 $ 9 el 6 910 Ll U ❑ No one available for inspection: Time I6). 3 AM PM Re -Inspection required: Yeso , all `� When corrections have been ma for re -inspection at 303-234-5933 Date: '` - ) Inspector: 4a , DO NOT REMOVE THIS NOTICE � � 4 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE P12 Job Address: V0 lO re- N ioN C Permit Number: Zo 1, D 128 9 ❑ No one available for inspection: Time { . /() �M/PM oma'•. Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: y(� % Inspector: DO NOT REMOVE THIS NOTICE �.�41 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION N Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time / % AM%P Re -Inspection required: Yes No *When corrections have been made, call for re -inspect" at 303-234-5933 Date:" Inspector: DO NOT REMOVE THIS NOTICE oo a —yc- 30'—Q 50'-0 �o 40 1 lo f e -4m C+ - 0-.0s • oz „0-,9i „0-,ZT IIJM ,ggPulM 8u1140w] c`G Q 4- --------------------- 74T �_ T t � i Ln z LA 'aSne,Ix3 w0ou m, Naw 8wlsIX3 l� 1 16 rte - t N I I _ ,o -oz .•A. V, City of CommuNm DEVELOPMENT Wheat Ridge BLA'dina Division Approved Plans z Plons Exor-niner Date VabCkty of perryvt: The issuance Of 0 PefM't Or OPP(OV01 Of P10M specdicotbom OW computations shall not be a Pemut for. Or On approval of, any violation to any of the provision of the buk*V code of of any City offices. peffrwts presuming to give authority to vitiate or canoed the provisions of the Widing codes or other ordWxnces of the COV shalt not be volid, ON S11'r- PLANS MUST BE ON SITE FOR INSPECTION ALL ftiects are Mect to Ficid Inst >? ";' - � 17ro 1 ft '-'f7f 77 -6-- —0c -- 7"1 uj �o _. c , T-- I FC— rl C-li I j sir 15 ( "fe -XF A 0-0z 0-09 0-0c < Iml Iol LOU ISI 0 J Z LuII o Lu < AL— V uj �o _. c , T-- I FC— rl C-li I j sir 15 ( "fe -XF A 0-0z 0-09 0-0c < Property Address: .-A"I F -i44401-_- C4 *ty0*nerf=-rna1l- Address: 6A 3-M Contr cor*��Wi Address: Electrical: W,R. City License # Plumbing', W.R. City license# z FOR OFFICE USE ONLY Date.- L- PlantPermlt # Plan Review Fee: Mechanical: W.R. City License# Complete all infom-tation on BOTH sides of this form COMMERCIAL RESIDENTIAL NEW COMMERCIAL "` "' ELECTRICAL SERVICE UPGRADE - NEW RESIDENTIAL STRUCTURE H COMMERCIAL *'• WINDOWCOMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION H COMMERCIAL ACCESSORY RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE SYSTEM/APPLIANCEREPAIR • REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT FLFCT12IC&L SYSTEMIAPPLIANCE REPAIR or REPLACEMENT &lrrA.lt ! r' . FtJLF Btu' Project Value: (Contract value or the cost of all materials and labor included in the entire project) yr s It -0 0-44 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGYR E MENT I hereby certify that the stbac distances proposed by this permit application are accurate and do not violate applicable ordivauac;es, rules of re;gg ulations of the City of Wheat Ridgw or covenants, Qasmrients or restrictions of'r :cord. that all naeaasurerucnats shown grad allegations made are ac;ccurate', haat I have read kind agree to abide by all conditions print:°d oil this application and haat I nssutaae full responsibility for compliance Nvith applicable City of Wheat Midge codes and ordinances for xvork under any pennit issued based can this application'- tlaaat l arta the legal owner or have been authorized by die legal o -wrier of the property to perform tile: dc,scribed wort and, aun also <authoriz xt by filen lc ail ct��rae'° of :tat entity included on this application to list thaat entity on this application, I. theapplicant for this building paraaart application, warrant the truthfulness of the infor nation provided oil theapplication. aation. CIRCLE () F: C?fti d L2 (C'ONTRAC'TOR) rrr (.AUI"SIC RIZI,f) R I'I?I,'SEiVIAIIVI:") rrf (f)tVNJJ2) (CONTRACTOR') ale .t carxlc +i' acture {fust aarul last na reel _. _.. � _ � _ _ _ _..� � _� T), TE- b 10 b 0 N i o 0 -oz 0-0c apt City of It"17 10;COM TENT-' Wheat eµsiit tip Division Approved Rons a gg A� r�2.1�1'uil'ir'a'1a',U*?i`1ty ti acil4"'��liax:,r #t��t aV .w�rww Vol City of rmt: The issuance of a pefrnit of app(ov Of 0011S, Specifir_Ctions ond carTiputations ONufl not t o petrNt for. V anI i cipprovcA faany viotatk>n to any of the provisions of Me tOkVV code r of ony City orcOncmes. Permts ptesumirg t' I i outhority to v*lote or conce4 ftw provm= of arta ftuldng s i or onset ordinonces of City shall not fay'?t id, I ! lol r 1wl ll f l 1 I l z LU ll LU c I l t ! l l 1 f 4 E I 4f*C C= mm KIM P MIA -a I I Z/1 t Y Z '0-06 6 EO in City of Wheat Ridge Municipal Building 7500 W. 29* Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F. 303.237.8929 July 2411 2015 Owner/Occupant 4010 Fenton Ct. RE: Previously pennitted project plans available for retrieval — Pennit 0201301157 (New Single Famill EMMIN= iffimmi UQUTURNMERIMI # policy, Uic associalea plans ator oultmermMcu=men s are scheduled for disposal. tween Te nours o : - - M., monda at the Building Division offices located at 7500 W. G. in Wheat Ridge. Melissa Mackey Senior lie "t Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Of Phone; 303-235-2853 Fax: 303-234-2857 www,ci.yheatridge.co.-us FOR OFFICE USE ONLY City of Dote. : : Wh6at le 4!jg C4�MMUNt' f4T Pla)VPWMits Building inspection sa Division � 00 W. 2e Avg.; Wheat fridge, CO 0033 Office: 303-235.2855 "* Fax: ;34 3-2 -8929 " ` Inspection Line: 303-234-5933 'PAI� Building r i Application N v f ' t be Woossed. Property Owner Email: MallinG Address: (if different than property address Address. City, State, Zip; krchitect/Engineer E-mail-, Phone,; oa t;ontractors City License M0 0 Contractor it ss: 4 Sub contractors: Electrical: 11i i „ Plumbing: Mechanical: W.R. City License # 15-0115 W.R. City License # W.k City License # Other City Licensed Sub: tither City Licensed Sub: City License City License # Complete all information cin BOTH sides of this form M a• w y t w y •� � � w rgs,wrw+....rarra..-g wv�,.vaw.+.. aaw.vw.awu�.�y .e.rrscass� an*.w:aawepcwsa [+�sy gwa.,r#re+.nrowt xs+a,,rr were .wa:a�searc :y vagwpnxa.s sws., warxm ase x..a v'.as...sev.r+wya r,T T'•v e«saw+: count of materials to be Bused® ate. Modules AC Fused (10) Combiner g 'V Production APS YC500ABox IVleter Rased Main Service utility AC isconnect �_w__�_�_�w llttsal ii roinver°ter scan rc eaf) 5" AC Disconnect Parcel Meter ' (attached under every 5° l Cather ruociuie} w � r' `', C C; Modules'' �1 f- (D1 2 j • ... 2 _ 3 a # *lure side s...__.«__ � tap Equipment Ground System (1 GC) ----- Modules Cu Hare 10 3/4- EMT 1.10 BGG 1>, MT --_M _ r Auxiliary Ground frcarn array to � ground read using CU Bare Transitions Co Green 10 ASG Cu THWN-2 after Combiner box tiA Combiner Soladeck itlt 25arrrp C AC D sc nnect - NEMA ;311, Knife type,-pole/'3 wire, 240Vac, unfused at 0A, Located cart north side of dwelling, Labeled ""AC Disconnect". fused combinersAC ,._ ......... _._ PV Production Meter _ 200A self contained meter socket with lever bypass, compliant with April 3ti�r Zi313 revision of cel Ener Standard Mtdl circ Inverter l v specifically Section 4.13. PV generation wired to the lute side terminals, PV production meter to have stamped brass, aluminum, or stainless steel 8,100 Vrar APS YC500 A tag indicating the ADDRESS including unit, and "PV PROD" in accordance with the requirements for Meter Identification in Section 4.14.4 of the Photovoltaic Array ltr tit Xcel Energy Standard. Located within 10ft of the existing utility meter. (30) Sllfab SLA-M 270 Vmu: 5 5 Vnc. ' l r x: 27 V aac IdC B n 12,0 Arae Fused AC Disconnect �- NEMA 311, knife type, 2-pole,/3 wire, 240Vac, fused t 0A. Located on north side of dwelling, labeled ."AC Disconnect". Voc: 38.2 Vix Chat tri VPa a tx. 31=2 Vtrc 1 .: 2,08 AAc Main Service Panel - 200A main breaker, 200A buss bar„ 120/24QVac (single phase) existing. Supply side point of connection using service rated lz 9.22 Arae Pyr 500 WAC piercing connectors (3). Located on north side of dwelling in the backyard. Ian a , R65 Arae Series 'case: 15 A Meets UL 1741 Utility Meter - Located on the north side can the building. Labeled "PHOTOVOLTAIC SYSTEM CONNECTED" requirements Liv Solar LLC . Cite idiiilt4 St Dotes, ..e S' Atte rc:ilclaticisas 1, 4 wires b 10 AWG Cu THH I/'THWN-2 for L1, L2, N, G PV Source Circuit (1 modules) 41321 %V. 10lir Cir. e Chia Diagram2, 4 on -10 AWG Cu THH /THWN-2 for L1, L2, lei, G 10 modules, ancroinverter for every 2 modules Westminster, CO 80031 3. 4 wires - 6 AWG Cr THHN/ "HWN-2 for L1, L2, N, G 5 microinverters x 2.08 AAA = 204 AAc, (269) 420-5636 10AA7cx 125%- 13 Aare * This Photovoltaic System will be installed in compliance with 10 AWG THWN-2 adequate to handle up to 40amps article 705 of the EIEC 2014. Drawn : Matt Hosking * NEC 690.12 Rapid Shutdown covered by APS mic4roinverter PV Output Circuit (30mods ate: 5-1 -15 Customer Name: T C 11l ltil { 3 strings - (3 strings x 13 AAc) = 39 A,oc 10 AVIiC T(3 VP -2 adequate to handle 40 amps Site Address: 4010 Fenton CourtLIV Main Service Panel Calculations ECOE Nrraox SOLUTIONS Wheat ridge, CO80212 200A bus bar x 120%= 240A 240A-200A =40A 40A/125% = 32A max breaker allowed in parcel AC AC Fused Disconnect """" Disconnect Meter Production Meter ain Service Panel (inside garage) > aye r1 r tt G u� �11 t t�l ai2aY� x o t"'tt,, Unit 21.6' 1}iL\ 1lu 1�'� 51ii t �tt"U a ti 16,6" �g �� qq;gg lad Vat. lug yta r. 1.0,81 tt -------------------- 16.6' Driveway Front of House Photovoltaic Site Plan 'remise Owner. InCarnation CSC 11 System Size: 8.10 kW roof mounted iwner Addres& 4010 Fenton Wheat u Ridge, CO 80212t tit Drawn By: Matt Hoskin Date: 5-1 -1 ,t Carbon Monoxide detector(s) required within 15 ft of all sleeping areas. Smoke al runs shall be,XI'llired i each,siceping room and Outside each sleeping ar a per 2012 IRC, Section 13, Roof bitch. 140 Azimuth: 1800 story Rafters - 2x6 24" G,.C. Electrical interconnection - Supply Sade Tap APPROVEI Sub*t Wbot RM ,Equip _.elft • 30) Silf b SLA -M 270W modules • 15) APS YC50 A: dual micro n erters 0 16 -1 ' Unirac Rails 0 78 L -feet, lags, Flashings, Attachment baits 50 mid clamps 6 end clamps 14 rail rail grounding weebs • 12 rail splices 0 1 Single Gang Bell bra outdoor rated) ® 1 Double Gang Bell baa (outdoor rated) • 1 Soladeck with fused 15amp) combiners for Ll with comb, 3 for L2 with comb l urndy bock with 4 portals for Neutrals of Vie *#44,006 0004aftwOw'' ewes or oftr ordhimmm APPROVEI Sub*t Wbot RM ,Equip _.elft • 30) Silf b SLA -M 270W modules • 15) APS YC50 A: dual micro n erters 0 16 -1 ' Unirac Rails 0 78 L -feet, lags, Flashings, Attachment baits 50 mid clamps 6 end clamps 14 rail rail grounding weebs • 12 rail splices 0 1 Single Gang Bell bra outdoor rated) ® 1 Double Gang Bell baa (outdoor rated) • 1 Soladeck with fused 15amp) combiners for Ll with comb, 3 for L2 with comb l urndy bock with 4 portals for Neutrals Modules AC Fused (10) Combiner tr PV Production MV T Fox Fused Main Service Utility "ete ''Ad Disconnect Meter (urs roupA Disconnect Panel Meter _]E— ,Modules (101 4 *Lffie side tap Equipment Ground System (EG) Modules Cu 0are 10 3/4- EMT (1.0) EGC i» EMT -T Auxiliary Ground from array to Transitions to Green 10 AWG Cu ground rod using 6 CIT Bare THWN-2 after Combiner box A Contbiner Box Soladeck with 15am ��Dlscotmect -NEMA 3R, knife type, 2-pole/3 wire, 240Va ,unfused at 60A. Located on north side of dwelling, Labeled "ACDisconnect".fused combiners PV Production Meter - 200A self contained meter socket with lever bypass, compliant with April 30th, 2013 revision of Xcel Energy Standard, dole Micro Inverter D specifically Section 4.13. PV generation wired to the line side terminals. PV production meter to have stamped brass, aluminum, or stainless steel 8,100 WD (5) APS YC500 A tag indicating the ADDRESS including unit, and "PV PROD" in accordance with the requirements for Meter Identification in Section 4.14.4 of the Photovoltaic gray Input Xcel Energy Standard. located within loft of the existing utility meter. ? (3 5ilfal 5 A -M 270 ? V,axD : 55 VC ,< r if 270 WDC c r E Posed: AC disconnect --NEMA 3R, Knife type, -prole/3 wire, 240Va , fused at 60A. Located on north side of dwelling, Labeled A Disconnect". Pmax:Idea,: 2.0 Atac Voc: 35.2 VDD 10AUAPAt Vr < 31.2 V c Im 2.11E AAc P Main Service Panel - 200A main breaker, 200A buss bar,120/240Vac (single phase) existing. Supply side point of connection using service rated Isc: 9.22 ADC PMax: 500 WAC piercing connectors (3). Located on north side of dwelling in the backyard. G Ir a,: 8.65 ADC Series Fuse, 15 A Meets UL 174 trtr Utility Meter-- Located on the north side on the building. Labeled PHOTOVOLTAIC SYSTEM CONNECTED" requirements . 00 Mounted Notes: ire Sip Amp ci C h is Liv Solar L2 G PV Source Circuit 10 modules) 1. 4 wares - 10 AWG Cu THHbI/THWI�i-2 for L1, , 4521 W, 101st Cir. One Lida Diagram 1 4 wires -10 AWG Cu THHN/THWi -2 for L1, L2, lei, G 10 modules, I microinverter for every 2 modules 3. 4 wires - AWG CuHHN THWN-2 for L1, L2, N, G microinve rs x 2.05 A c = 10.4 Arc Westminster, Cd15111131 10.4 AAc X 125% = 13 AAA (269) 420-5635 * This Photovoltaic System will be installed in compliance with 10 AWG THWN-2 adequate to handle up to 40amps article 705 of the NEC 2024. Drawn y; Matt flasking * NEC 690.12 Rapid Shutdown covered 1r arter PV Output Circuit 30mod ) Date: 5-19-15 Customer me: InCarnation CSC 11 i E 3 strings - strings x 13 AAr l R 39 AAr . 10 a 10 AWG THWN-2 adequate to handle 40 amps LI V Site Address: s: 0 0 Fenton O�Ir /� Main Service Panel Calculations u WheateCO } 200A bus bar x 120%= 240A n t o ra a 4 �V SOL TIONS'� 240A-200A=40A ( 40A/125% = 3 2A max breaker allowed in passel 11 :0 t"O w Ln T3 C,4 hh to ?Al 41 EF C E - Sl ac) Uo Al E E vi E > E 0 E OEk>l-mEE,s'u 11 :0 m > co 0 0 0) c w E 0 0 1 0 T u Qj CN U) nt E Q, w 0 u u u u > 0 Ln 0 LU z 0 00 OD 0 C'4 1--Z 0 CL 0 0 'o 0. u 0 E to E NT N 0 0 0 IT 0) CN 0 z 0 x > x 0 U) Cq 0> > 0) ('40 '4 0 0 0 0 CL CL � t co q co x c u + r- r- CN CN 0 2 to x x E w E m E Ll 9 m x 0) 0) LL 0 U- 0 U- 0 E < 0 V, 1 4,1 Olt u CN > LO < 0 o co o co o T o d w CL LO ui 'g ul a) 0 0 0 U) N r- LO w >� u Lu LU 0 LL co U) CNC6 N CN CN W A t:"' V r,� m m 0) 0) 04 cl (N ui z z LO C,4 u LL CL u > > c 0 00 (D As 0 CL 'a E 4) E 0 0 C: u 0 c c C C k"Jl C Sw•0 c c C 0 0) 0) c c W W"'I m TV c w w I < 1: 1- :; m 410 m T 0) c 0 Olt. 4,4 :3 el" 4) 3: u S -i,, 2 0 x x u U < 0 , n LL 4�4 w 4-4 T x X x E u 0 4� 4� 0, CL 4" >1 -0 a E CL E C 0 r 0 a Q. a 0 0 "'Z cl, S Z U :p C (D m -S E 0 0 0 0 401 E Liu T c {fl c E E E 0 E -5 '76 -Fa -ra m U. m Y 4-- T .2 2 "Z" c -i c c E E S c c U w z c c �c c :) c 2 0 CIL 0- x x w._0 w Ll. 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General Contractor Signature Print Name Business Address / Phone Date Titte A ( City of Escrow/Letter of Credit 'Wh6atR d e Transmittal Sheet r 01 MM i iogi MUNjTY DEVELOPMEt'i the property located at 4010 Fenton Court, The escrow is in the amount of to building permit #201301157. The above amount is to be held in escrow for: DRUMM E] Street Improvements under Public Works: Z Other: Escrow expires June 1, 2015 The escrow shall be held by the City as reimbursement to offset cost to City Notes: Name j— 2--Is� IM "'i ty (A �OMML JNTTY DEvrt,(,)PMUN CCOW t ilge This agreement made this 20th day of February, 2015, by and between the City of Wheat Ridge and InCarnation for escrow in the amount of One thousand dollars ($1000.00) being held by the City of Wheat Ridge until landscaping is competed at 4010 Fenton Court (BP#201301157) In the event that landscaping is not installed by June 1, 2015, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. Approved and Agreed: General Contractor Print Natne Business Address / Phone ritie Cily of Wheat Ridge, Colorado Z Title: UM C,� '� W�tj Q j '2 (A)� 33 City of d Whcat Ldge, COMMUNiTy DEVELOPMENI -' LandsMiyZIPavement Escrow Agreement M IMINWIMMINIMW rKIEU111KI11UNMIMM45 --- U I - In the event that landscaping is not installed by June 1, 2015, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. General Contractor M= Business Address / Phone Date Title I ■ I I CL IR K. I I B m '"Wmmwmm"W�— I 2 I ham* -0 L71 C-) C> Lf) m OR YFw bw Mw M —4 z 81 (1) G) Z M M t4 m > z W hd M > z < U, C m 0 cn XX M M 0 >< A -< -1 0 M CD A r O t M M m m m FENTON co En co r- > n--i -n" mo mz cm) I r- z z M M cl) W 4 w 1. En m m U) nZo C) r- -n 0 M 0 m Mb '"Wmmwmm"W�— I 2 I ham* -0 L71 C-) C> Lf) m OR YFw bw Mw M —4 z 81 (1) G) Z M M t4 m > z W hd M > z < U, C m 0 cn XX M M 0 >< A -< -1 0 M CD A r O t M M m m m FENTON co En co r- > n--i -n" mo mz cm) I r- z z M M cl) W 4 w 1. En m m U) nZo C) r- -n 0 a N," l ik N89'5 57"W 5,00 - ' ' SAN'IARY 4ASW fT z no -n 1-11 < 0 m cn XX :r 4- M�l n CD m:r . m FENTON COURT En c- m m M n--i -n" mo mz cm) I W 4 w 1. En m m 0(m nZo C) r- -n 0 M 0 m N89'5 57"W 5,00 - ' ' SAN'IARY 4ASW fT September 17, 2014 DIRC Homes, LLC 163 0 Wi ton Street- �uite 5 1 0 [VIVAWMLXVINall Attn: Mr. Dillon Harder Re Construction Materials Testing mid Observation Services Repop-n InCamation CSC Multi-FamilyResidential Development Wheat Ridge, Colorado Soilogic Project # 14-2020 MENEMME= During the referenced period, Soilogic personnel obtained one (1) representative sample of the onsite soils for laboratory evaluation of the moisture density relationship of that material. The laboratory testing completed on the obtained sample included a standard Proctor (ASTM Specification D-698) test. Results of the completed standard Proctor tests are included with this report, th Sollogic, Inc. 3050 Agnul, SNite 200 * Greel", CO 80634 * 1910� J36-6144 [a :53mb Construction Materials Testing and Observation Services Report InCarnation CSC Multi-Family Residential De-,relopment Wheat Ridge, Colorado Soilogic Project # 14-2020 2 moisture/density test results met the project compaction requirement of at least 95% of the material's standard Proctor maximum dry density and -1% to +3% of the materials optimum moisture content_ they become available. During the referenced period, a Soilogic field engineer observed the foundation bearing materials for the footing foundations for 4010 and 4020 Fenton Court of the referenced multi-farnily residential development. We understand the residences will be a two or Construction Materials Testing and Observation Services Report InCarnation CSC Multi-Family Residential Development Wheat Ridge, Colorado Soilogic,Project # 14-2020 3 tbrec-story wood-frame structures constructed over basements. At the time of our site observation, the basement and garage areas had been excavated to approximate foundation bearing elevation, During the referenced period, of the referenced multi- Construction Materials Testing and Obsen Services Report firCarnation CSC Multi-Family Residential Development Wheat Ridge, Colorado Soilogic Project # 14-2020 4 dMTT rd the exterior of all basement foundation walls. At the time of our site visits, the damn proofing observed agpeared to have been installed in accordance with generally accept construction practices. I We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed information or if we can be of further assistance to you in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic, Inc. Jason Homer, E.I. Project Engineer OMMMM Wolf von Carlowitz, RE, Principal Engineer 145 140 135 130 125 rh 115 ME 11110 100 t 95 90 + 0 Liquid Limit Plasticity Index -200 Wash 5 10 15 20 25 30 35 Moisture Content (%) Material ID: 14-2020 A Description: Sandy Loan Clay INCARNATION Wheatridge Colorado Project # 14-2020 August 2014 Maximum Dry Density -118 .0 pcf Optimum Moisture Content= Saturation Curves @ Specific Gravity Equal to: 2,80 270 Z60 Liquid Limit Plasticity Index -200 Wash 5 10 15 20 25 30 35 Moisture Content (%) Material ID: 14-2020 A Description: Sandy Loan Clay :4 MRI 7 - T A;J M9 ri Project# 14-2020 September .•• s- r Material Tested and Locaton w ;; w ;; Set # I Application Curb and Gutter Placement Date 7/15/14 Supplier Ready Mix Concrete Location 26 S of Existing Pavement E Side Mix Code -- ---- - --- ------- 17660 Placement Type Chute Ticket # 1077949 Batch Time 7:31 AM Truck # 359 Sample Time 8:15 AM Water Added On Site None 8arnpled At ( Personnel MJL UEZ= Test (days) Specifi cations Results Slump (in) ASTM C-143 (Psi) 4" Max 3" Air Content ASTM C-231 --- - ---------- 5,0% - 7.0% 4.6% Unit Weight (pcl Field I 3b 144,8 Concrete Temperature ASTM C-1064 90' Max 70 *F Air Temperature @ Time of Placement 1.7a 7 68 *F 28-day Compressive Strength (min) 4500 psi See Below t;ompressivebirengtn iestKnutts Specimen[ (days) Load (lbs) Failure Type (Psi) (psi) 1.a 4 I 3b 4 - 1.7a 7 63300 Cone 5037 4800 11b 7 57360 Cone 4565 1.14a 14 - - 1,141 14 - - 1.28a 28 76180 Cone 6062 5880 1.28b 28 71600 Cone 5698 1,56b I- 56 Specimen Diameter 4 in Specimen Cross-Sectional Area = 12.57 sq in EXTRACTI A ;... DESIGN SPE w # w Sample Da te[Time SIEVE ANALYSIS (ASTM C-1 k w Locati uIN I OIN�IIMI IIM U S M 4F 1 MI A yy SPECIFIC Su p plier I M IIIIIIIIXV I II Vlllli ......... III IIII IIVI IIII G iN PA SS IN G Truck # 0» Ticket # t Lift Bottom Sample Da te[Time 7125114 @ 1U5 Locati 42 o f E x i s ti n g .. A Su p plier f Spe cialties Truck # 0» Ticket # t Lift Bottom M! INCARNATION Wh6WHR,Wp-,-00f0Md0 Project # 14-2020 August 2014 Approximate Test Location ♦ Roadway Paying - 47 S of End of Existing Pavement (W Lane) - - ------------ Roadway Paving - 44! S of End of Exisling Pavemerd (E Lane Roadway Paving - 36 E of W " is Lam) ------------ ------ Roadway Paying - 36 E of W end (N Lane) Roadway Paving- 11V EofWend (N Lane) ---- - -------- ----- - ... ........ Roadway Paving - 3118'E of W and (S Lane) INCARNATION (4a FENTON COURT) Wheat Ridge, Colorado 'reject # 14 -2020 September 2014 Sample • i Foundation Sample Description: Moisture Initial • • • % Swell i • 000 • r «. * Plasticity #. •. • ! Swell *" 00 • " • T LOGIC SO Sample 10: S-1 D Foundation Bearing Sample Description: OH Initial Moisture 163% swq @ 1,000 Psf None Plasticity Index % Passing #200 Swell Pressure September 17, 2014 DIRC Homes, LLC 1630 Welton Street, Suite 5 1 0 Denver, Colorado 80202 Attu- Mr. Dillon Harder Zaqo Re Construction Materials Testing and Observation Services Report Ind arnation CSC Multi-Family Residential Development VVheat Ridge, Colorado Soil ogic Project it 14-2020 OBER= During the referenced period, Soilogic personnel obtained one (1) representative sanip" of the onsite soils for laboratory evaluation of the moisture density relation, ship of th material, The laboratory testing completed on the obtained sample included a stan Proctor (ASTM Specification D-698) test. Results of the completed stan, dard Proic tests are included with this report. soilogic, Inc. 3�060 'f#T&fi1V4rN: • MLO Constniction Materials Testing and Observation Services Report InCarnation CSC Malti-Fatirity Residential Development Wheat Ridge, Colorado Soilogic Project # 14-2020 2 moisture/density test results met the project compaction requirement of at least 95% of the material's standard Proctor ma uin dry density and -1% to +3% of the materials optimum moisture content. Construction Materials Testing and Observation Services Report InCarnation CSC Multi-Family Residential Development Wheat Ridge, Colorado Soilogic Project # 14-2020 3 three-story wood-frame structures constructed over full basements. At the time of our site observation, the basement and garage areas had been excavated to approxilu, ate foundation beating elevation. During the referenced period, the referenced multi- Construction Materials Testing and Observation Services Report InCarnation CSC Multi-Family Residential Development Wicat Ridge, Colorado Soilogic Project # 14-2020 4 The darnp-proofing observed consisted of a grey spray-on coating that appeared to cover the exterior of all basement foundation walls. At the time of our site visits, the damp- proofing observed appeared to have been installed in accordance with generally accepted construction practices. We appreciate the opportunity to be of service to you on this project. If you have any k - W- 1 in any way, please do not hesitate to contact us, Very Truly Yours, soilogic, Inc. Jason Homer, E.I. Project Engineer MMMMM Wolf von Carlo witz, P.E. Principal Engineer 145 140 135 130 125 120 115 ME 100 4- 95 go 0 Liquid Limit Plasticity Index -200 Wash 5 10 15 20 25 30 35 Moisture Content (%) Material ID: 14-2020 A Description: Sandy Lean Clay � i� \ � \�l� i R III 3 Project September 2014 aw#fT+3 #aAM#di[fil d Matefial Tested and Location Water service Backfill - Building 401014020 INC "" • 1. ' # '# ♦ is Set 4 1 Application Curb and Cutter Placement Bata 7/15/14 Supplier beady Mix Concrete _, ..._...., _.._.��.. .,._�...._.... Location ._...., m_.,.W. ..... _... --- 26 S of Existing Pavement E Side ,. .,_..,_.._ ....._..__._ .. . .. ...... Mix Code ----- 17660 Placement Type Chute Ticket # 1077949 Batch Time 7. AM Tr uck # 359 Air Temperature a Time of Placement — Water Added C Site ._ _.___ an rr�pl d At {yards }. ___ 5 _ "_ _ Field Personnel MJL Test Age Specifications Results Slump (in) ASTM C -143 bounded Avg. 4" Max 3 Air Content ( °10) ASTM C -231 Failure Type 5,0% 7 0% 4.69 Lent Weight (pcf) Field 4 144.8 Concrete Temperature ASTM C -1064 6° Max 70 OF Air Temperature a Time of Placement - 68 OF 28 -day Compressive Strength (min) 7 4500 psi See Below ♦ ! ♦ • ♦ • • Age Maximum Applied Compressive Strength bounded Avg. Specimen (days) Load (lbs) Failure Type (psi) (psi) 1.3a 4 1.7a 7 63300 Cone 50 _....._7 . a..�. . ,...... _ 4800 1.7b 5736£ Cone 4565 1,14a 14 µ 114b 14 - _ - 1 28a 28 76180 Cone 6062 ,...._ , . ._..,...._ ,.., ..,. ,,....., _... __...... _ _ ..... ............ ... ........._ , _..... ,.. __e _..,_.._.._..._ , ,,... ..._,,._......., . 5886 1.8b 28 71606 Cone 5698 156a 5 M 1.56b 56 _ Specimen Diameter 4 in Specimen Cross - Sectional Area = 12.57 sg in ♦ ! ♦ • ♦ • • EXT ASPHALT CONTENT ( MIX DESIGN SPECIFICATION SIEVE SIZE 5. 0% 0 Sam Da te/Time SIEVE ANALYSIS A .. L ocat i on r:. S SIEVE SIZE A sphalt . Su pp li er PA SSING Ticket # e 7- Lift Boffo � • I PA i� ICI � II If I� IIII fl� ��I I l� Sam Da te/Time L ocat i on r:. S E Pavement A sphalt Su pp li er A sphalt Sp Ticket # e 7- Lift Boffo �T ---- - [I Project # 14-2020 August 2014 Approximate Test Locaton L Roadway Paving - 4Z S of End of Existing Pavement (W Lane) Roadway Paving - 4 S of End of FxIsfing Pavernent (E Lane) Roadway Paving - 35r E of W end (S Lane) Roadway Paving - 36 E of W end (N Lane) . ........ . ......... Roadway Paving - IISE of W wW (N Lam) Roadway Paving - 3119 E of IN and (S Lane) INCARNATION (4010 FENTON COURT) Wheat Ridge, Colorado Project # 14-2020 September 2014 Sample • ai Foundation Bearing Sample Description: Moisture Initial .y e Moisture Final % Swell ♦ 1 t " • Plasticity Inde ` • s #200 Swell Pressure INCARNATION (4020 FENTON COURT) Wheat Ridge, Colorado Project # 14-2020 September 2014 Sample 10: S-1 @ Foundation Bearing Sample Description: OH Moisture 1L---L Final Moisture % Swell @ 1,000 Psf i2 None Plasticity ex Ind ----------------- % Passing #200 Swell Pressure <500 psf i a I 0 lvft�_ VNIN I I ra I I i R I i FOR OFFICE USE ONLY Complete all information on BOTH sides of this farm Sq. FUL.F Stu'a Gallons Amps Squares Other i FOR OFFICE USE ONLY Complete all information on BOTH sides of this far S ( JL u Btu's gallons Amps Squares tither 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 �� JE ";L Plumbing: 6e*eS3 Mechanical: ��tt Review Fee (due a time of Submittal)' Sq uares B TU's Ga llons ;Areas Std Ft, 10 A -r. 0 a ♦ k 4 t I i Date: Location of Construction: Purpose of Construction: Single Family _ Commercial I lti-Family ' Fach Application will be reviewed by staff once and returned for changes, If aficr review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will he suhject to the following Resubmittal Fees. Resubmittal Fees.- 3` submittal (',/i initial review fee): .... ... $300.00 4' submittal (full initial review fee): ......... .............. __,_ .... ___ ... __ $600.00 All subsequent submittals:,. .... ........ - ........ $600,00 X z: (Full initial review fee) 0 F. 7 R e7V 1 Z!7 , > ,5 TOTAL REVIEW FEES (due at time of Building Permit issuance): w� PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICFNSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wwwxi-wheatridgexoms City of CITY OF WHEAT RIDGE BUILDING AND INSPFCTION SERVICES DIVISION 7500 W29thAve Whet Ridge, C0 80033-8001 p.303.2351855J 303,237.8929 1 111 iqiiiipli I I , 1 1111 1111111 Project Address. Name of Firm/individual submitting docurnents: Project Type/Description: * Wheat Ridge Sanitation District * Clear Creek Sanitation District 0 Fruit ale Sanitation District • Westridge Sanitation District • Other Agency Notes: Signature: Date: (A cy e esentative) Htg Cig Infiltration Outside db ('F) -3 90 Method Simplified Inside db (m 70 75 Construction quality Semi -tight Design TD ( °F) 73 15 Fireplaces 1 (Semi- tight) Daily range - H Inside humidity ( %) 50 50 Moisture difference (grilb) 62 -6 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade CARRIER Trade 13 SEER PURON AC Model 59SC2B060S17 --16 Cond CA13NA030 AHRI ref 5581507 Coil CNPVP3617ACA AHRI ref 4541072 Efficiency 92.1 AFUE Efficiency 10.8 EER, 13 SEER Heating input 60000 MBtuh Sensible coaling 23290 Btuh Heating output 51040 tuh Latent cooling 4110 Btuh Temperature rise 63 O F Total coaling 27400 Btuh Actual air flow 890 cfm Actual air flow 1115 cfm Air flaw factor 0.025 cfmlBtuh Air flag factor 0,050 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible Treat ratio 1.00 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF W) (Btuh) (Btuh) (cfm) (cfm) Basement 729 7945 2091 198 105 Mechanical 51 0 0 0 0 Powder 51 1522 531 38 27 Kitchen 306 3599 2654 90 133 Living 138 2995 1658 75 83 Dining 188 3583 3381 89 169 Garage 410 0 0 0 0 Bedrooml 194 3480 4075 87 204 Bedroom 2 203 2610 1699 65 85 Bath up 50 594 543 15 27 Master bath 128 1886 1194 47 60 Wet 19 0 0 0 0 Laundry 47 422 572 11 2 Mstr bedroom 374 7040 3895 176 195 Hall 107 0 0 0 0 Stairs 98 0 0 0 0 Ca l c ulations approved by ACA to meet all requirements of Manual J 8th Ed, O 2013- May -17 11:23:32 Right-SuireSUniversa12012 12.I.01 RSU13854 Pagel Aft . „ ittonkDocumentskwrightso€C HVAC1MPC CON TRUCTIMcarnation,rup Calc = MJB Front Door faces; Page 1 Entire House d 3090 35677 22294 690 1115 Other equip loads 6466 1346 Equip, @ IM RSM 23641 Latent cooling 01 T('NTAt C anon i A11A') � "3lnM } Pon � 111& as i' For IN CARNATION SINGLE FAMILY HOME, URBAN GREEN 621 17TH STREET, STE 1777, DENVER, CO 80293 #, 12F -Osw: Frm watt, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" 202 wood frm Windows o. gap, 118" thk; NFRC rated (SNCC =0.35) se Indoor: Heating Cooling sw Indoor temperature ( °F) 70 75 nw Design TO ( °F) 73 15 -value Relative humidity { °la) 50 50 Cooling Moisture difference (grtlb) 62.2 -35.9 90 Infiltration: fF-'REhh WN W 2 ( H Method Simplified Walls 59 Construction quality Semi -tight 0 7.5 Fireplaces 1 (Semi - tight) 3553 #, 12F -Osw: Frm watt, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" 202 wood frm Windows o. gap, 118" thk; NFRC rated (SNCC =0.35) se 60 sw 145 sw 20 nw 135 nw Construction descriptions or Area -value Insul R Htg HTM Loss C19 HTM Main 0.300 0 ft , !W - °F fF-'REhh WN W tttuh Behr stuh Walls 321 642 0300 0 21.9 2957 263 3553 1 F -Osw: Fart wall, stucco ext, 1i2 " wood shth, r -21 cav ins, 112" no 899 0.065 21.0 3,58 3221 0.59 532 gypsum board int fnsh, 2"x6" wood frm se 442 0,1365 21.4 2.32 1027 1338 170 w 661 0.065 21.0 4.08 2698 0,67 445 nw 367 0.065 21,0 4,74 1741 078 287 all 2368 0.065 21.0 167 8688 0,61 1434 INCAR6SM lag wall, light dry soil, concrete wall, r -21 ins, 8" thk ne 300 0.045 21.0 3.29 986 0.33 99 se 260 0.045 21.0 329 854 033 86 sw 280 0.045 21.0 129 920 0.33 93 nw 240 0.045 21.0 3.29 788 0.33 79 all 1080 0.045 21.0 3.29 3548 033 357 #, 12F -Osw: Frm watt, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" 202 wood frm Windows o. gap, 118" thk; NFRC rated (SNCC =0.35) se 60 sw 145 sw 20 nw 135 nw 20 all 440 0.065 21.0 190 786 0.97 196 0.300 0 21.9 1296 26,3 1558 0.300 0 21.9 1314 32,1 1926 0.300 0 21.9 3183 321 4664 0300 0 21.9 438 321 642 0300 0 21.9 2957 263 3553 0300 0 21.9 438 263 526 0300 0 21.9 9626 29.3 12869 !w• 11 JO: Door, ovhd mtl type sw 128 0.600 63 0 0 0 0 TRUt3AR: Door, st so type sw 24 0.160 62 193 280 372 89 n 24 0160 6.2 9.60 230 240 58 all 48 0160 62 10,6 511 3,06 147 Ceilings INCARCEIL: Attic ceiling, asphalt shingles roof mat, r -40 ceil ins, 5l8 " 1218 0.024 40.0 975 2133 1.12 1366 gypsum hoard int fnsh 2013- May -17 17.23.32 t O1 " Right- SuiteO Universal 2012 12.1.41 RSU13854 Page 7 ittonTocuorientslWrightsoft HVACtMPC CONSTRUCTft?Ntcarnatronsup Caic = MJ8 Front Door faces: Page 1 410 0.030 3&0 219 898 020 83 1218 0.020 0 OW 1179 0 0 Project Summary Job: SIAGLE FAO%M—X Date* May 14,2013 Entire House By: BEAU BRITTON STEELE BROS. HEATING M EM IN CARNATION SINGLE FAMILY HOME URBAN GR EN Design Information Weather: Denver, CO, US Winter Design Conditions Outside db -3 *F Inside db 70 *F Design TD 73 OF Heating Summary Structure 34546 Btuh Ducts 1131 Btuh Central vent (98 cfm) 6466 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 42142 Btuh Infiltration Method Simplified Construction quality Semi-tight Fireplaces I (Semi-tight) Heating Cooling 92.1 AFUE 60000 MBtuh 51040 Btuh 63 OF 890 cfm O025 cfm/Btuh O80 in H20 Summer Design Conditions Outside db 90 OF Inside db 75 *F Design TO 15 OF Daily range H -1966 Btuh Relative humidity 50 % Moisture difference -36 gr/lb Sensible Cooling Equipment Load Sizing Structure 21840 Btuh Ducts 454 Btuh Central vent (98 cfm) 1346 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 23641 Btuh Latent Cooling Equipment Load Sizing Structure -161 Btuh Ducts -11 Btuh Central vent (98 cfm) -1966 Btuh Equipment latent load 0 Btuh Equipment total load 23641 Btuh Req. total capacity at 0,85 SHR 23 ton Cooling Equipment Summary Make Carrier Trade 13 SEER PURON AC Cond CA13NA030 Coil CNPVP3617ACA AHRI ref 4541072 Efficiency 10,8 EER, 13 SEER Sensible cooling 23290 Btuh Latent cooling 4110 Btuh Total cooling 27400 Btuh Actual air flow 1115 cfm Air flow factor 0,050 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-May-17 11:23 loft r1 Oft* Right-S.AeO Universal 201212,1,1)IRSU13854 Page I ittonXDocurnentsMAtrightsoft HVAMMIPC CONSTRUCTIOWcarnation.rup Colo = NU8 Front Door faces: Page 1 swaawme AED Assessment Job: SIRGLE FAI14ILT Datw. May 14,2013 Entire House By: BEAU BRITTON STEELE BROS. HEATING 5800 S. NEVADA STREET, LITTLETON, ED 80120 Phone: (303) 347-1956 Fax; (303) 347-2317 Email: bbritlon@steeWbros,net WW www.steelebrosheating,com =ect Information For IN CARNATt INULL FAMILY HOME, URBAN GREEN 621 17TH STREET, STE 1777, DENVER, CO 80293 Location: Indoor: Heating Cooling Denver, CO, US Indoor temperature (OF) 70 75 Elevation: 5331 It Design TD (OF) 73 15 Latitude: 40ON Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 62,2 -35.9 Dry but b (*F) -3 90 Infiltration: Daily range (*F) - 27 ( H Wetbulb(*F) 59 Wind speed Test for Adequate Exposure Diversity Wir d Day ✓o hmw AED firnt Maximum hourly glazing load exceeds average by 47.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 21 10 Btuh (PPG - 1.3*AFG) 2013-May-17 11M:32 wA9htS0ft* Right-SuiteO Universal 2012 12A.01 RSUI 3854 Page I 'AM ittonkDonumentsNWrightsoft HVACkMPC CONSTRUCTIOWcarnsfionsup Catc = NUB Front Door laces� Page I I Room name Entire House Basement 2 Exposed Watt 1 4085 it 37.5 it 3 Room height 9.9 It it 10,0 it heat(cool 4 Room dimensions 27 18562 1.0 x 729.0 If 5 Room area 5012 3089.8 ft 729.0 ft' a) Infiltration Ty Construction U -vaius Or HTM Area (ft') (goad Area (ft') Land b) Roam ventilation number I (63tuhPft * -°E 0 (8tu9wft °) or perimeter (ft) (6tuh) c perimeter (ft} (Otuh) Q 13 Internet gams. Occupants 230 4 Heaf Coop C;eoss NIF"1a FIea4 Ctx59 Gross NtptS Fteat Coot 920 91 438 642 0 0 0 0 7'88 79 1 61 c) ACC# excursion 21101 1 1 1 353 Envelope tosstgain 27 18562 5012 1830 12 a) Infiltration 717#5 F58 2074 190 b) Roam ventilation 0 0 Q Q 13 Internet gams. Occupants 230 4 920 0 Q Appliancestather 1700 0 Subtotal (lines 6 to 13) 3454fi 21840 7086 2020 Less external load Q 0 0 0 Less transfer Q 0 0 0 Redistribution 0 0 859 71 14 Subtotal 34545 23840 7945 2091 15 Duct toads 3% 2% 1131 454 -0% 0% 0 0 Total room lead 35677 22294 7545 2091 Arrregalred(ctm) 890 911 598 105 2013-May-17 11:23:32 itterikDocurronlaMrightsoft HVACkMPG CONSTRUCTIONKcarnation,rup Calc = MJ8 Front Door faces! Page I Right-J@ Worksheet Job-, SINGLE FAMILY Entire House Date; May 14, 2013 STEELE BROS. HEATING Byw BEAU BRITTON 5800 S. NEVADA STREET, LITTLETON, CO 80120 Phone: (303) 347-1958 Fax. (303) 347-2317 Email: bbriven@sleetebroenet WW www,,%teeiebrosheating.com I Room name 1 Mechanical 1 1 Powder 2 Exposed wall �TE frissig. in 551T 14,5 ft 43t 6,0 ft 6781 3 Room height a) infiltration 10,0 ft heaV000l 11,0 ft hear1cool 4 Room dimensions lot Roorn ventilation 8.5 X 6.0 ft 8,5 X 6,0 ft 5 Room area Internal gains: Occupants @ 230 0 51L0 ft' -------- --- 0 0 510 ft 0 Ty Construction U-value Or HTM Area (ft.) 7 Load Area (ft') 0 Load Subtotal (lines 6 to 13) number (Btuhlftl-'F � (Eltunh t') or perimeter (ft) (Bhm) E or perimeter (ft) (Stuh) 0 0 0 0 Heat Cool Gross NIPIS Heat Cool Gross NIP/S Heat Cool 61 VL 0sw p' 065 no 31581 0,591 01 01 704 01 386 01 1161 W 3131 52 �112F INCARWIN 1522 0,300 he 21,90 26,32 0 0% 0 0 -0% 0 0 0 0 0 0 1 W INCARBSM T 0, 045 I he 3,29 0,33 60 60 I 97 20 0 0 0 EL t—G 12F-0sw 0,065 se 2,32 0,38 0 0 0 0 0 0 0 0 19 INCARWN 0,300 so 21,90 32.09 0 0 0 0 0 0 0 0 5 � — c) AED excursion 1 -51 1 1 1 -111 �TE frissig. in 551T 43t 1 6781 1321 12 a) infiltration 308 28 140 13 lot Roorn ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 859 71 818 145 Less external load 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution -85F9-71 704 386 14 Subtotal 0 0 1522 531 15 Duct loads -0% 0% 0 0 0 0 -0% 0% 0 0 Total room toad 4 0 1 15221 5311 Air required (cfm) 0 0 EL 27 Calculation5, approved tiv ACCA to meet all reguirements of Manual J 8th �d, 2013-May-17 1123:32 wrilghtsoft, Right-SufteV Universal 2012 12, 1.01 RSUI 3654 Page 2 AM - "itto;i\Documents\WrightsoftHVAC\MPCCONSTRUCT�ONXcametion,rup Calc=MJS FrontDoorfaces: Page2 I Room name Kitchen Living 2 Exposed wail 210 It 23.5 it 3 Room height 91.0 It heat/cool 11.0 ft heat/cool 4 Roam dimensions 17.5 x 17.5 ft 11.0 x 92.5 If 5 Room area 306.3 ft' 137.5 ft' Ty Construction U-- -value Or I HTM Area (ft') Load Area (w) I toad number (f3tuhffL - °F (Stuhtft') or perimeter (ft) (Btuh) of perimeter (ft) (Both) Heat Cool Gross NtP1S Pleat Coal Gross NIP1S Heat Gcal 6 12F -Osw 0.065 ne 3,58 0159 0 0 0 0 938 136 652 106 INCAI2WIN 0300 ne 29.90: 26.32 0 0 0 0 0 0 0 0 INCARBSM'T OZ45 rte 3,29 0,33 0 0 0 0 0 4 0 0 12F -0sw ! 9.065 se 2,32 038 611 61 287' 47 0 0 0 0' 91 INCARWIN 0.300 se 21,90 32,09 0 0 0 0 0 0 0 0 W INGARBSMT 0-045 se, 3,29 033 0 0 0 0 0 0 0 0 12F -Osw d sw 4.08 OV 193 178 842 139 0 0 0 0 INCAR4/atlN 0.300 sw 21.90 32.09 15 0 329 481 0 0 0 0 1190 0,600 sir 0.00 0.00 0 0 0 0 0 0 0 0' D., TRUGAR 0.160 sw 11,68 3.72 0 0 0 0 0 0 0- 0 fNCARBSMT 0.045 sw 3,29 0.33 0 0 0 0 0 0 0 0 RNCARtMN p.300 sw 21,90 32.09 0 0 0 0 0 0 0 0 12f -0sw 0.065 nw' 414 0.78 b 0 0 0 129 91 432 71' INCARWtN 0.300 nw 21.90 26,32 0 0 0 0 30 0 657 790 1NCARBSMT 0.045 nw 3.19 0.33 0 0 0 0 0 0 0 0 INCARWIN 0.300 nw 21.90 26.32 0 0 0 0 0 0 0 0 12F -0sw 9, - 3.90 0.97 932 406 421 905 0 0 0 0 TRUGAR 0.160 n 960' 2.40 24 24 230 68 0 0 0 0 G €NCARCEIL 0,024 1.75 1,12 0 0 0 0 0 0 0 0 F 20P -38t 0.030 2.19 0,20 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0..97 0.00 0 0 0 0 0 0 0' 0 c} AED excursion 521 1 1 253 Envelope losslgain 2109 8831 1 1 17411 1222 12 a) Infiltration 538 49 550 50 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ( 230 0 0 0 0 Applianceslother 1200 0 Subtotal (dines 6 to 13) 2648 2132 2291 9272 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 952 522 704 386 14 Subtotal 3599 2654 1995 1658 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total ror m load 3599 2654 2995 1658 Air required (cfan} 50 133 78 83 Ca lculiljign§ a r vg A to ITR e 16 r uir nts f i on of .t th 2013- May -17 11:23'32 Right -Solt Universal201212.1,01 RSU13854 Page lttontDocumentslWdghtsoft HVAC°WPC CONSTRUCTIONicamation,rup Ca €a = J8 Front Door faces: Page 3 3a N WWX Right -J& Worksheet Jots. SINGLE FAMILY Entire Heusi Date: May 14,2013 STEELE BROS. HEATING By: BEAU BRITTON 58O0 S. NEVADA STREET, LITTLETON, CO 80120 Phone; (303) 347 -9956 Fax (303) 347 -2317 Emtai: bbrattoii@steelebros.net b: wwor steelebrosheating.com 9 Room name Darting Garage 2 Exposed wail 27,5 R 60.5 it 3 Room height Envelope lossigain 11,0 ft heatmool 91.07 ft uncondit 4 Room dimensions 15.0 x 12.5 ft 20.5 x 200 tt 5 Room area 12 187.5 ft* 4M0 ft' Ty Construction t t t t U -value tar ktThA Area (f V) Load Area (I V) Load 0 number number I ft (gtuh or periniol.r (ft) (grout or perimeter (ft ) (Binh) 0 0 Heat Coo! Grc ss NtPtS Naafi f ap! G€ ors NdP/S He at Cool 11 3.29 1.90 4,74 1.90: 3.29 01 6 c) A ED excursion 1 746 0 Envelope lossigain 2940 3322 0 0 12 a) Infiltration 643 59 0 0 b) Roam ventilation 0 0 0 0 13 internal gains; Occupants @ 234 0 0 0 0 Apptsaricesrnther 0 0 Subtotal (lines 6 to 13) 3583 3389 0 0 Less extemal toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3583 3389 0 0 15 Duct loads -0% 0% 0 0 0% 0% 0 0 iota! room Iaad 3563 33E€9 0 G Air regtsdrad (o #m) 69 #69 t} 0 2013-May-1 7 11 M:32 ittonkDocumentsWightsoft HVACkMPC CONSTRUCTiONIcarnation,rup Cato = MJ8 Front Door faces: Page 4 Right -J& Worksheet Job: SINGLE FAM ILY t a Entire House Date: May 14, 2013 TEELE BROS, HEATING By: BEAU BRITTON 800 S. NEVADA STREET, LITTLETON, CO 80120 Phone: (343) 347 -1956 Fax: (303) 347 -2317 Email. bbrilton@steelebrosmet Web: www.steelebrosheating,corn 1 Room name Bedroom Bedroom 2 2 Exposed wail 28.5 It 30.5 ft 3 Room height Envelope fossigain 8.0 ft beat/cool 8.0 It heat coot 4 Room dimensions 1.0 x 193.5 It 14.0 x 14.5 It 5 Room area 12 193.5 ft' 203,0 ft' Ty Construction U -value Or N'TM Area (ft') Load Area (ft') Lad 0 nurnber I (9tuhlft' - 'E (6tuhlft') or perimeter (ft) (Btuto or perimeter (ft) # (Btuh) 230 1 Heat Cool Cruse h€1P1S Neat Cool Gross PdMIS beat Cool mm M 01 1 c) AED excursion 1 8291 1 1 223 Envelope fossigain 2965 --- 3783 2068 1408 12 a) InfifSrat4on 465 4 519 48 b) Room ventilation 0 0 0 0 13 Internal gains : Occupants Q 234 1 230 1 230 Applianceslother 0 0 Subtotal (fines 6 to 13) 3450 4057 2587 1685 Lass external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 31 16 23 13 14 Subtotal 3480 4075 2616 1699 15 Duet toads -0% 0% 0 0 -0 °A 0% 0 0 Total roam teed 3480 4075 ?&10 1699 Air required (c6m) 67 204 55 85 2013-May-17 I 113:32 -40-wrilghtsoft, Right-Suilet) U niv ersal 2012 12. 1,01 RSU 13654 Page 5 . ittentDocument%NWrightsoft HVAC\MPC CONS TRUCTIONicarnation.rup Calc=MJB Front Door faces: Page 5 Xffff AWAUMAC Right-J@ W orksheet Job„ SINGLE FAMILY Entire House D ate: M ay 14, 2013 STEEL.E BROS. HEATING By: BEAU BRITTON 5800 S. NEVADA STREET, LITTLETON. GO 80120 Phone: (303) 347 -1958 Fax (303) 347.2317 Email bbrstton(t steeEebros.net Weir: WWWLsteetebroaheating.com 1 Room name Bath up Master bath 2 Exposed wall 5.5 If 18.5 ft 3 Room height 80 If heat /cool 8,0 If heattcool 4 Room dimensions 9.0 x 5,5 it 1.0 x 127,8 It 5 Room area 14 49.5 It' 127 8 ft' a) Infiltration i Construction 94 U -value Ur HTM Area ft' Load Area ft' Load I b) Room ventilation number' {F3t uhtfV - - F (fit diet ) or perimeter (ft) Minh or per reeter ( ft) (Binh) 0 13 Internal gains: Occupants 230 0 Coo! Gross N1PPS Neat Coot GLOSS NIp1S Heat Co+ai 11 HE of 6 I a} AED excursion 105 -84 Envelope losstgain r 473 5181 1 1 14 1118 12 a) Infiltration 94 9 315 29 b) Room ventilation 0 0 0 ' 0 13 Internal gains: Occupants 230 0 0 0 0 a 0.pplianceslother 0 0 Subtotal (lines 6 to 13) 558 527 1791 1147 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 28 16 95 47 14 Subtotal 594 5 543 1886 1194 15 not loads -0% 0% 0 0 -9% 0% 0 0 Total room load 594 543 1886 1194 A(r required (ci n} 15 27 47 60 II I 1 117 11 1 11 1 1 , 115111 '111 2013-May-17 11�23�32 —iftomDocumentsWightsoft HVAC\MPC CONSTRUCTiONNcarriation.rup Cate = WE Front Door IdI Page 6 siffilmaArMw Right -J O Worksheet Jab; SINGLE FAMILY x-'--*- x ga' i [late. M 14, 2013 Entire House STEE BRCS, HEATING y; BEAU BRITTON 5800 S. NEVADA STREET, LiTTTETON, CO 80120 Phone: (303) 347 -1958 Fax: (303) 347 -2317 Email: bbuten cz steetebros.rat Web: www.s9eelebrosheabng.com 1 Roam name Wet Laundry 2 Exposed wall 0 it 5.5 ft 3 Roam Freight I 8,0 ft heaticoat 8,0 It heat/cool 4 Room dimensions 3.5 x 65 ft 8.5 x 5.5 it 5 Room area 19.3 ft' 46.8 ft' Ty Construction U ^value Or HTM Area (w) ( Load � Area (it') Load number (Btuhtft' - «F (B4uhrft or perimeter (ft) f (Brun) or perimeter (ft) (Stun) Neat I Corgi Goss NfP(S Heat Cool Grass NfPlS dfeat Cood 6 12F -Osw 09,065 no 3.58 059 0 0 0 0 44 44 209 34 INCARVON 0,300 ne 21.90 26,32 0 0 0 0 0 0 0 0 INCARBSMT 0,045 no 3.29 0.33 0 0 0 0 0 0 0 0 12F - Osw 0,065 se 2.32 0.38 0 0 0 0 0 0 0 0 1 1 «-- -G FNCARWIN 0,300 se :. 23.943: 32 09; 0 0 0 0 0 0! 0 '. 0 W 9NCARBSMT 0.045 se 129 0.33 0 0 0 0 0 0 0 0 12F -Osw 0,065 sw 4.08 O.Fa7 0 0 0 0 0 0 6 0 INCARWIN 0.300 sw 21.90 32,0„3 0 0 0 0 0 0 0 p 11JO 0,600 sw 0.00 0.00 0 0 0 0 0 0 0 0 TRUGAR 01.160 sw 11.66 3,72 0 0 0 0 0 0 0 0' tNCARSSMT 0.045 sw 329 0.33 0 0 0 0 0 0 0 0 INCARWIN 0,300 sw 25 90 32.09 0 0 0 0 0 0 0 0 12F -0sw 0 nw 4.74 0,76 0 O 0 0 0 0 0 0: WCAPWN 0.300 nw 21,90 26.32' 0 0 0 O 0 0 0 0 tNCARBSMT` 0 nw 3.29 0.33 0 0 0 0 0 0 0 0 4NCARW9N 0,300 nw 25,90 :6.32 0 0 0 0 0 0_ 0 0 12F - Osw 0,065 - 190 0,37' 0 0 0 0 0 0 0 0 TRUGAR OASO n 9,60; 240 0 0 0 0 0 0 0 0 C INCARCFIL 0,024 1.75 1,12 19 19 34 22 47 47 82 52 F 2OP -38t 0,030 2.19; 0.20' 14 34 31 3 4 4 9 1 I i i F 214•32t 0.026 - 0.97 0.00 0 0 0 0 0 0 0 0 6 A ED excursion - 2 - 411 64 23 300 47 12 a) Infiltration 0 0 94 9 b) Roam ventilation 0 6 0 0 13 tnternal gains: Occupants Q 230 0' 0 0 0 Applrancesiother 0 500 Subtotal (lines 6 to 13) 64 23 394 556 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution •64 -23 28 16 14 Subtotal 0 0 422 572 15 Duct toads -0% 0% 0 0 -0% 0% 0 0 Total room toad 1 0 0 1 1 322 572 Air req aired (Cio) 0 0 11 29 Calc fatio awro ACCA to of i.. • wrightsAotr 2013-May-17 11:23M —iftoriNDorumentiAVyrightsoft HVAC\MPC CONSTRUCTIOWearnation.rup Calc = MJ8 Front Door faces: Page 7 Sfffffffff AFA)WAC Right-J(D Worksheet Job: SINGLE FAMILY Entire House Date: May 14, 2013 STEELE BROS. HEATING By: BEAU BRITTON $800 S, NEVADA STREET, LITTLETON, CO 80120 Phone: (303) 347-1958 Fax: (303) 347.2317 Email bbriften@steelebros net Web: wwwateelebrosheating earn I Room name Mstr bedroom Hall 2 Exposed wall 56,0 ft 0 ft 3 Room height 8.0 ft heat/coot 80 ft heat/cool 4 Room dimensions 1.0 x 373.5 ft I'd x 146.5 ft 5 Room area 3735 HI 106,5 ft lossIgarn Ty Construction 4905 U value or HTM Area (w) 192 Area (ft') Load I a) Infiltration number I Bt on/ t- °F 87 (13tuhIll') perimeter (ft) ( 1 6 oad trai) or perimeter (ft) (8tuh ) 0 b) Room ventilation 0 0 0 0 INS Heat Cool 11 I . ...... ... . ..... .... ....... 2G13-May-17 112332 4*-wr19t*t*0ft' Right-SuibrV Universal 2012 12.1-01 RSU13854 Page 8 Ad,& .ittonIDocumentsXWrightsoftliVAC\MPCCONSTRUCTION\carnation.rup Calc=MJ8 Front[loorfaces� Pageff 6 �Envelope c) AEID excursio 1 1501 1 1 — 1 — 1 -81 lossIgarn 4905 2871 1 1 192 r 1112 12 a) Infiltration 953 87 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 2 460 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 5858 3416 192 112 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 51 23 -192 -112 14 Subtotal 5909 3441 0 0 15 — Duct loads 19% 13% 1131 454 _0% 0% 0 0 To I room load I 7 i�� ;i3j 38951 1 0 1 0 1 Air r (oral . ...... ... . ..... .... ....... 2G13-May-17 112332 4*-wr19t*t*0ft' Right-SuibrV Universal 2012 12.1-01 RSU13854 Page 8 Ad,& .ittonIDocumentsXWrightsoftliVAC\MPCCONSTRUCTION\carnation.rup Calc=MJ8 Front[loorfaces� Pageff Right Worksheet Job: SINGLE FAMILY } s. Entire House Date: May 14, 2013 STEEL STEELE BRCS. HEATING By. BEAU BRITTON 5900 S. NEVADA STREET, IITTLETON, CO 90120 Phones (303) 347 -1958 Fax: (303),347-2317 Emait bbdttont steetebros:net Web: www,steelebrosheating.com 1 Room name Stairs 2 Exposed wail 11.5 ft 3 Room freight 19,0 ft heat/cool 4 Room dimensions &5 x 115 It 5 Room area 9'7.9 ft' j i Ty I Construction -value Car HTf t Area {f t'} toad Area Load number (f3tuhlft - " f (Cluhift') or parinieter (ft) (Stuh) or perimeter Neat Gozst Gross NtPIS #teat Cerot Gross N /PIS Heat Cata1 I= Am ■ 61 c) AEf3 excursion 59 Envelope loss/gain 1854 1251 12 a) Infiltration 465 43 b) Room ventilation 0 0 13 Internal gains: Occupants 230 0 0 Applianceslother 0 Subtotal (Pines 5 to 13) 2359 1294 Less external load 0 0 Lose transfer 0 0 Redistribution -2359 -1294 14 Subtotal 0 0 75 Duct toads -0% 0% 0 0 Total roam load 0 0 Air r equired ( cfem 2013-May-17 1123M Right-SuititV Universal 2012 12.T01 RSUI 3654 Page 9 rhon\Documents\Wrightsoft HVACWPC CONSTRUCTIONlrarnation.rup Cate = M38 Front Door face& Page 9 2? f< hu Loads or Multiple Or � \ \ NGLE \ ILY < » �� « # s » B 2 © Heating a 4&0 rT* »0 . 7s 15 50 . 50 627 3£9 Fro Door Sensibl ,B 5 � © 4 a� ,® 1991 569 206 220811 Late Load ( » ) 0 � 0 , ,� 0 0 , T ota l L ■ © h) 21241 2 199 46!\ 2481 2107 H e a t i ng A i' t 111� 80 8901 89(A p\ t< 890' !f� Co « < ». a ,. ». w : <1 :©; «-; : :< 0 OT: F» m<< Rea Orientation: on Front Door faces North Highest CoomgLo : Front Door faces North Calcula approved by ACC4 to meet all requirements of Manual Jmh Ed, . < wriot Af m u uwm<&o mtm #ate# 2013-May-17 tA ® a . . . Pa \??.Amy _&mom oft lIVACWPC mm+R m ,mww!m* Door facew Page 1 dIcIng Qien Coofirg Lo !2 «10 IF, wu ft zu Im \,» STEELE ' ^ P erforme d k; \ »f .: » \ .' CAR N A TION ( FA ° IN : 6 , S. ,,•- .: .. : i : i /C \/ , w ©0 \ y\ . \ 12,1,01 RSU13854 s . / Ph , . } /\ _ , \ a\ : . . .. .. . . . .. . . . : : �.,, a.w».. w e.a .s . r : — — — ------ — . ©.aa, . 10x4 . 1014 83 wfm 85 cfm lox 10 M [[ x1 99 of Basement Jo #; SINGLE FAMILY Y STBELB BROS. HEATING Scale: 1 : 82 Performed b BEAU BRI ON for: Page 3 IN CARNATION SINGLE FAMILY HOME 5800 S. NEVADA STREET Right -Sui Universal 2012 621 17TH STREET, STE 1777 LITTLETON, CO 84120 12.1.01 R U13854 DENVER, CQ 80253 Phone: (303) 347 -1958 Fax: (303) 347 -2317 2013- May -17 11 :24:40 www,steelebrosheating.com bbritton@a steelebro.,, ...CtMPC CONSTRUCTIONicarmatio,,, Basement smsfaw humM Duct System Summary Entire House Job: Date: By: t BEAU BRITTON Htg STEELE BROS. HEATING Design Dim 5800 S. NEVADA STREET, LITTLETON, CO 110120 Phone: (303) 347 -1958 Fax; (303) 347 -2317 Email: bbritton@steetebros.net Web: www.steetebrosheating.corn an For: IN CARNATION SINGLE FAMILY HOME, URBAN GREEN 621 17TH STREET, STF 1777, DENVER, CO 80293 Botdlitafie values have been manually overridden 2013 - May -17 11 23 :35 WdghtSW Right -S.ft Universal 2012 121.01 RSU13854 Page i ittonlDocurnentslW ightsoff HVACWPC CONSTRUCTIONlcarnation.rup Calc = MJS Front Door faces: Page 1 Design Htg Gig Design Dim HxW Duct Actual Ftg. qv Name (Stuh) (Cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Basement h 3972 99 52 0.080 7.O Ox 0 ShMt 42.0 90.0 st4 Basement-A h 3972 99 52 0.094 6.0 Ox 0 ShMt 31.0 80.0 st4 Bath up c 543 15 27 O7 069 4,0 Ox 0 ShMt 43.0 110.0 st1A Bedroom 2 C 1699 65 85 0.070 6,0 Ox 0 ShMt %5 100.0 SO Bedroorrtl c 2038 43 102 0.073 7.O Ox 0 Shpt 55,0 90.0 st1 Sedroomi•A C 2038 43 102 0.065 7.O ox ShMt 62.0 100,0 st1A Dining C 1691 45 85 0.077 6.O Ox 0 ShMt 37.5 100.0 st3 Dining -A C 1691 45 85 0.079 6.0 Ox 0 ShMt 43.0 90.0 st4A Kitchen C 2654 90 133 0.095 7.O Ox 0 ShMt 16.0 95.0 st3 Laundry C 572 11 29 0.084 4.0 0x0 ShMt 21,0 10&0 st1 Living C 1658 75 83 0:063 6.0 Ox 0 ShMt 410 125.0 st3 Master bath c 1194 47 60 0.070 8O Ox 0 ShMt 40.0 110.0 st1 S Mstr bedroom C 1298 59 65 0:071 7.0 ax ShMt 34.0 115.0 st1 Mstrbedroorn -A c 1298 59 65 0,071 7.0 17x0 ShMt 38.0 110.01 st1 Mstr bedroom -B C 1298 59 65 0.064 7.0 Ox 0 ShMt 50.5 115.0 st1 A Powder h 1522 38 27 0.090 5.0 Ox 0 ShMt 7.5 110.0 St2 Botdlitafie values have been manually overridden 2013 - May -17 11 23 :35 WdghtSW Right -S.ft Universal 2012 121.01 RSU13854 Page i ittonlDocurnentslW ightsoff HVACWPC CONSTRUCTIONlcarnation.rup Calc = MJS Front Door faces: Page 1 Supply Trunk Detail Table Return Branch Detail Table Trunk Htg Clg Design Veloc Diam HxW Duct Name Type (cfm) (cfr) FR (fpm) (in) (in) Design Material Trunk st1A Peak AVF 164 254 0.064 365 &0 10 x 10 ShtMetl st1 st1 Peak AVF 400 599 0.064 719 10.6 10 x 12 ShtMeti 328 st1S Peak AVF 47 60 0.070 86 5.2 10 x 10 ShtMetl st1A stA Peak AVF 45 85 0.079 122 6.0 10 x 10 ShtMetl st4 st3 Peak AVF 452 489 0.063 587 11,4 10 x 12 ShtMti st2 st4 Peak AVF 243 189 0.079 350 8.8 10 x 10 ShtMetl st3 st2 Peak AVF 490 516 0.063 371 11.6 10 x 20 ShtMetl 325 Return Branch Detail Table Return Trunk [detail Table !M Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) Grill Htg Clg TEL Design Veloc Diam H x W Peak AVF Stud /Joist Duct 0.104 Name Size (in) (fm) (Cfm) (ft) Flt (fpm) (in) (in) 328 Opening (in) Matt Trunk rb2 Ox 0 217 328 193.5 0.121 602 10.0 Ox 0 9.8 ShMt rt6 rb6 Ox 0 198 105 183.0 0.128 568 8.0 Ox 0 12 ShMt rt5 rb1 ox 223 255 374.5 0.063 729 8.0 Oat 0 rt1 ShMt rt3 rb4 Ox 0 102 231 186.3 0.126 424 10.0 0x 0 Peak AVF VIFx rt4 rb3 Ox 0 76 114 185.8 0.126 325 8.0 0x 0 V1Fx rt4 rb5 Ox O 75 83 226.5 0.104 238 8.0 Ox 0 ShMt rt3A Return Trunk [detail Table !M Soldlltalk values have been manually overdilden 2013-Ma M23 35 htSO W Right- SurteO Universal 201212,1,01 RSU13854 Paget itton\DocumentslWrightsoft HVAC\MPC CCNdSTRUCTION\camation,rup Cake = MJ8 Front moor faces: Page 2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FP (fpm) (in) (in) Material Trunk rtA Peak AVF 75 83 0.104 238 8.0 0 x 0 ShtMetl rt3 rt6 Peak AVF 217 328 0.121 602 10.0 0 x 0 ShtMetl rt5 rt5 Peak AVF 415 433 0.121 390 9.8 10 x 16 ShtMetl rt2 rt3 Peak AVF 297 337 0.063 405 9,7 10 x 12 ShtMetl rt1 rt4 Peak AVF 177 345 0126 439 12.0 0 x 0 VinlFix rt1 rt1 Peak AVF 475 682 0.063 682 13.1 12 x 12 ShtMetl rt2 Peak AVF 415 433 0..12'1 208 9.8 12 x 2 ShtMetl Soldlltalk values have been manually overdilden 2013-Ma M23 35 htSO W Right- SurteO Universal 201212,1,01 RSU13854 Paget itton\DocumentslWrightsoft HVAC\MPC CCNdSTRUCTION\camation,rup Cake = MJ8 Front moor faces: Page 2 Company; Martine's Palmeiro Construction Address: 6. 171h Street Ste. 1777 Denver, Co. 80293 Contact name: not on application Phone: 303-9264949 E-Mail: not on application Project Data Occupancy Group: R-3 Building Area: 2943 sq.ft. Construction Type: V Sprinkler req'd: N I I Occupant Load: Project Area: entire bldg. Building Height: N/A Fire alarm Req"d: N ----New Work _ Modification _ mmm�r� X Other 2006 IFC Reviewed By: Kirk Cadorte Review Date: 10/30/13 PLAN REVIEW COMMENTS No. Reference comment Code Section None provide as project execution plan 1"or inspeefion purposes once construction begins. Section 106,1.1 - 2006 IRC Provide details on site plan, or on an additional sheet, the location and distances of water & sewer lines, Glas fines and electrical lines to each property, www.ci.wheatridge.co.us A response is not required A response is required; submit an itemized response to the remarks under "Plan Review Comments". 2006 IBC 2006 IMC X 20061PC X 2011 NEC 2006 IECC * 2006 IRC * 2006 IECC * Other 2006 IF GC X Other 2006 IFC Reviewed By: Kirk Cadorte Review Date: 10/30/13 PLAN REVIEW COMMENTS No. Reference comment Code Section None provide as project execution plan 1"or inspeefion purposes once construction begins. Section 106,1.1 - 2006 IRC Provide details on site plan, or on an additional sheet, the location and distances of water & sewer lines, Glas fines and electrical lines to each property, www.ci.wheatridge.co.us A response is not required A response is required; submit an itemized response to the remarks under "Plan Review Comments". Section 106,1 - 2006 IRC Provide cwn site development plan each address on the project. Section 302 , 2006 F provide fire, protection detail both sides of all walls within 5 ft. of" the "property line". See definitions 1'(.)r propeny fine in chapter 2 - 2006 IRC" Section 3173 - 2006 IRC provide fire, protection infonnation tsar kill operlings/penctrations in a fire wall, within 5 feet ot'a property line, Section 1103,5 - 4" IRC Provide detall on, elevation sheet and basement floor plan liar outdo(, intakes and exhaust for combustion air in mechanical morn, also provide iril'onnation for autornatic or gravity dampers that close wheat the ventilation systeraa is not operating. Section 312,1 2006 IRC' a guard rail shall be requires around the window well locarix] within 5 feet of the stair landing at the fti. of the home. Scction 308A 006 IRC all glazinty within 5 fleet of a stair step(s) or landing shall be tempered, all glazing within r " 2 feet of as door in any position is required to be tempered glazing. All glazing within 5 feet ofa tub or shower shall be teinpered. Ssalon H 02A -- 2006 IRC all glazing shall be as minimuin 35 u-Cactor, skylights 60 u-flactor, exterior doors 35 u- fitoor Section 905 .2 - 2006 IRC Provide infonn�arion on plaris showing type of roof installed for front porch roof, Asphalt shingles not allovved on any slope less than 111 Section 106,1.1 2006 IRC provide detail drawing and infiortnottion on construction of (leek construction including weatber protection of 1-joists and protection of rool'systent below the deck. Section 602, 3,1 2006 IRC stud size, height and spacing sball cotriply with Table R,602,3 (5) Section 6023.3 — 2006 IRC bearing studs shall corn ply with ibis section. Section 2426.4 - 2006 IRC flue vents passing dirough an, insulated barrier shall be provided with as shield with as ruinimurn I inch annular air space and the shield sliall be as tninitnurn of I inch above the highest point of insulation, Section 313,1 - 2006 TRC provides smoke alanns and locations pet 313,2, Nlso provide carbon morioxide detectors, within 15 feet of all sleeping areas as directed by State of Colorado Statutes, Section If 12.1 -- 4 RIC provide detailed drawing showing building sub drains and sump pit location and purnping system (s) per Section 11 111 11.2, 1113J 3 & 11 111A Section 408A - 2006 lFC;C provides as sedinient trap on all gas appliances downstrearn of the equipment shur oof valve. " P o o l P ane l IMI�N147 � Calculation �� ql i[�ee � .Y .V r I� � �u M oto rs a .. a c o� III o a he �� • t a he a 'P ool �! a Slower seteft a 240v a joiner load ar' + IL—.-- Knimum Panel a ti - .� Residential Standard Calculation 3,000 VA Version 2011 L STEP I Article 220.42 & 220.52 2,776 VA sq. If 2144 General Lighting load 6,432 VA 2 Small Appliance 3,000 VA I Laundry circuit 1,500 VA Gen.Lgt, Sm App,& Leon, Load 10,932 VA W2511997 DIRC Incarnation Single Family Home Simpson Electrical Services 7260 N Hyperion Way Parker CO 80134 720-201-7100 511512013 20:59 3,000 VA @ 100%= 3,000 VA 7,932 VA @ 35% = 2,776 VA VA @ 25% = VA General Lighting Demand Load 6,776 VA QTY Total 0 VA Heating Load I RV iSpa heater I I kVA VA QIY - VA CU Load L_!j VA 9t y -Y ! Pool heater 3.5 tone VA '�" Greater of Heat @ 100% vsAfC @ 100% VA VA Qty 5 ,Pool heater 5 ton Appliance Demand Load 4,740 VA VA 1,400 VA Dryer Demand Load 6,000 VA 600 VA 1,030 VA Range Demand Load 8,000 VA 690 VA 400 VA Service Demand 23,516 VA 1,630 VA VA Demand Load 98A 170 VA 0 0 240v 400 VA Neutral Demand 80 A VA AWG VA Min,Service Req. 100A VA A VA Min. Feeder size 4 VA Min. Neutral size 4 VA Eq. Grding Cond. 8 VA Copper VA 100% Demand VA No Demand VA No Demand Total Appliance Load 6,320 VA 4 or more demand @ 75% plus 100% demand loads 4,740 VA STEP 4 Article 220.64 Electric Clothes Dryers 5,000 VA STEP 5 Article 220.65 Electric Ranges 8,000 W Cot C demand 8000 or Number of appliances Cooktop Cot 8 demand Check Box for Gas Range Cooklop Cot B demand Civen(s) Cot 8 demand Oven(s) Cot 8 demand Number of appliances 0 Dern, Factor 0% Cooktop & Oven Demand Load W 'Pool . rwuiii of Feeder Calculation (See Note) !Continuous Motors 0 ...... Non-continuous 0 �INI I RV iSpa heater I I kVA ! Pool heater 3.5 tone 5 ,Pool heater 5 ton Pool Light Blower 0 240v other load 0 240v other load 0 0 240v to Min. C r Pool Feeder AWG Minimum Panel Rating A 4,$W VA Water Heater VA _ A,4"YA j_ 1 Refrigerator 1,400 VA Dryer Demand Load 6,000 VA §SVA V I Freezer 600 VA 0 t r63v VA 1 „w I Dishwasher 1,030 VA Range Demand Load 8,000 VA VA 1 Disposal 690 VA 400 VA V� 1 R / Hood 400 VA Service Demand 23,516 VA l _VA V, I Microwave 1,630 VA Pool heater 5 ton 4 000 VA Microwave VA Demand Load 98 A 170 VA_ I Mini Reffig 170 VA RiM 0 4W A Wine Gir 400 VA Neutral Demand 80A SATO _VA, V Insta Hot VA 1,500VA V Ironing Center VA Min.Service Real. 100 A sew Jacuzzi Tub VA l other toad 0 0 240v Sprinkler Pump VA Min, Feeder size 4 er Pooll r 0 •pp • e ede 9ded Ww_ well PUMP VA Min. Neutral size 4 selea ► Fountain Pump VA Eq. Girding Cond. 8 Elevator VA Copper Pout Equip, Panel VA 100% Demand 0 GATES VA No Demand Other load VA No Demand Total Appliance Load 6,320 VA 4 or more demand @ 75% plus 100% demand loads 4,740 VA 'Pool Panel Feeder Calculation (See Note) ++ us Motors 0 III Non-continuous 0 Spa heater I I kVA Pool heater 3,5 ton Pool heater 5 ton 'Pool Light RiM 0 iBlower Wed K 0 240v lother road 0 (3 240v l other toad 0 0 240v er Pooll r 0 •pp • e ede AWG EX-ITIMMUM 18- CH22D2- • Inst Her's Guide BAYVENT200B For use with *UX, *DX, *UY, AND *DY models DIRECT VENT FURNACE NOTE: If these in%tructions differ from those packaged wi the furnace, follow these instnictions- i I WA; 0 2004 American Standard Inc, All Rights Reserved Pub. No. 18-CD22D2-6 • 'The vent kit should be positioned where it will not get dam- aged or be subjected to foreign objects (such as stones, balls, CW)' 5. Seal all wall cavities. install vent kits one above the other. CHECKOUT Operate the furnace to make sure all pipe joints are fastened and sealed to prevent the escape of combustion products, into the building. Cl %A/ A C For tmainkwnsLion contact your Wal dealer fdsffibutor) TOP VIEW - Typical Installation REDUCING OOUPLING, FIELD SUPPLIED IF NEEDED Note* N 2',2-IZ or 3* PIPING< J X PIPING SEAL A WALL CAVITIES Note* Install enough 3' Par" pipe stub in order to adequately secure reducing couplings, Since the manufacturer has a policy of continuous product and product data Improventent, it reserves the right to change design and specifkabons wthoul notice, M��Mll Jason Morris From: Barry Hudson <barry@wrwdistrict.com> Sent: Thursday, July 25, 2013 12:34 PM To: Jason Morris Subject: FW: Incarnation - plan review form From: Barry Hudson Sent: Thursday, July 25, 2013 12:30 PM To: Barry Hudson Subject: r - plan review form during their quarterly development meeting which I attend. M From: Barry Hudson Sent: Wednesday, July 24, 2013 12:14 PM To: 'Jason Morris' Sent: Wednesday, July 24, 2013 10:20 AM To: Barry Hudson Subject: RE: Incarnation - plan review form &.02--mr-awlif, 0 Emina =#1 0 U.Mmy"Mal Jason Morris 621 17"' Street Ste. 1777 Denver, Co. 80293 Re: 4010 Fenton Street Dear Jason I am in the process of reviewing the completion of the new residential home plans for 4010 Fenton Street and the following information is needed to continue my review. As general notes; need to use the 2006 IRC, IECC, IFGC and the 2011 NEC, Is this a master plan with elevation options?, is there an option for future solar system, jetted bathtub, larger kitchen exhaust hoods etc., need to have the address on each unit of the site development plan. Once I have the above infon I can continue with the review. If you have any questions feel free to e-mail Me. www.d.whea trill ge.coms 1� it 4 1 f! A" 4 f�Y#fS�S "h �itk�` saE rt . #. +r ray # rt • R ♦ rxw sr, # # # Gly of W he at F?4c hcyc CITYOF WHEAr RIDGE BU AND INSPECTION SERVICES iVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p, 303,235,2855.,f 303.237,8929 Proof of Submission for Permitting/Plan Review Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or DO �10T WRITE E.ELOW, THIS POINT - FOR ALE USE ON LY a duty authodzed representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. o Wheat Ridge Sanitation District () Clear Creek Sanitation District * Fruitdale Sanitation District * Westridge Sanitation District * Other Signature: --�31 ' Date: (Ag y �Rres�entativ�e)�� Jason Morris From: Barry Hudson <barry@wrwdistrict.com> Sent: Thursday, July 25, 2013 12:34 PM To: Jason Morris Subject: FW: Incarnation - plan review form From* Barry Hudson Sent: Thursday, July 25, 2013 12:30 PM To: Barry Hudson Jason, I signed all your forms and delivered them to Meredith Reckert and Kim Waggoner, the planners at Wheat Ridge during their quarterly development meeting which I attend. LIM From: Barry Hudson Sent: Wednesday, July 24, 2013 12:14 PM To: 'Jason Morris' Subject: RE: Incarnation - plan review form 1 11 � M Z I IN ? 11 01 111 11 I gPlIffirgirm W! I IN! 1 � I I . cmmzm#� From: Jason Morris [—mailto Sent: Wednesday, July 24, 2013 10:20 AM To: Barry Hudson Subject: RE: Incarnation - plan review form . .470 Sent: Monday, July 22, 2013 5:14 PM City o C ity cif` Wh at Ridge Municipal Building 7500 W, 29` Avc. Wheat Ridge, CO 80033 -8001 P: 301235/846 F. 303,235,28 ,57 s w 1 quasi- government buildings golf courses, �rnall day care center and nursing, elderly and congregate car homes Accessory Buildings (0) I Major In go In 40 % 12,500 sf (f} f76 00' 40% ,000 sf 40% 1 1 acre mm 25" (e) 85' (c) 25` {) 5" der story 26(e) 1 15` (c) N/A *25' 5. 5 60' 5' per 15' (c) 1 0' 20' 61 10' 44 } 271 as rrt 4 CC) l C PNSc IV 1 V S g A a C f �Yryy � f 4 �Z E 44 } 271 as �a,�.. 4 `fli gig t� fill I" ijil fill ttm Ot t - #: h i Hil R 'A" architecture ° 4 In I C rrnot on t7 .,..,,c. ..�«* «saws*+ ,_...._. .......,...,_..,............... � Win., � CC) C PNSc IV V PHASE S g A a C � f 4 t arc e` sa f � �a,�.. 4 `fli gig t� fill I" ijil fill ttm Ot t - #: h i Hil R 'A" architecture ° 4 In I C rrnot on t7 .,..,,c. ..�«* «saws*+ ,_...._. .......,...,_..,............... � Win., � CC) C PNSc IV PHASE S C C7 P-- City of Wheat Ridge Munk ipaJ Building 7,500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 3012352846 F: 3012351857 November 1, 2013 David Gregory Oxbow Design Collaborative Dear Mr. Gregory This letter is in regard to the landscape plan submitted for the InCarnation project at 4200 Fenton Court. I have reviewed the first submittal and have the following comments. This concludes the summary of comments. Please make the changes and resubmit three full-xi zed copies. If you have questions, please contact me at 303-235-2848. am= Meredith Reckert, AICP Senior Planner www.ci.wheatridge.co.us Jason Morris 621 17' Street Ste, 1777 Denver, Co. 80293 Re: 4010 Fenton Street ffilmigm Once I have the above information I can continue with the revieNv, If you have any questions feel free to e-mail me. www.d.wheatridge.co.us, From: Barry Hudson <barry@wrwdistrict.com> Sent: Thursday, July 25, 2013 1234 PM To: Jason Morris Subject: FW: Incarnation - plan review form From: Barry Hudson Sent: Thursday, July 25, 2013 12:30 PM To: Barry Hudson PEW during their quarterly development meeting which I attend. From: Barry Hudson Sent: Wednesday, July 24, 2013 12:14 PM To: 'Jason Morris' A iI &491 Sent: Wednesday, July 24, 2013 10:20 AM To: it Hudson Subject: RE: Incarnation - plan review form • From: Barry Hudson [-m--ai-1-to—*—bAr—ry �wrwd�istrict.�coml Sent: Monday, July 22, 2013 5:14 PM Melissa Macke From: Kelly Brooks <kbrooks@wrfire.org> Sent: Thursday, July 18, 2013 6:39 PM To: Kirk Cadotte; Melissa Mackey Cc: keith@ugddenver.com Subject: FW Incarnation I Site plan Attachments- 201307111411.pdf; ATT00001..htm; 2 of 10 Landscape Plan,pclf; ATT00002-htm Elm - Atfle lutfic pld5eh 11 , 11 ;tUfre a SUOU1111 di M ine Me WKFartment TOO and approval. Let me know if you have any questions, From: Keith Gallegos Sent: Wednesday, July 17, 2.023 12:49 PM To: Kelly Brooks Subject: Incarnation I Site plan Kelly, here is the site plan with the different phases. We will be submitting for Phase 1, which is 2 Single Families and I duplex. I also attached the forms that need to be signed cuff ff and accompanied the submittal for our building permits. Please confi rm you received the attachments- thank you! C.,ONRIDENTIALITY NOI ICE This e-rrras£ contains busdness-confldcnfial inforrviation ll is intended only for the use of the individL aHor etifitys arTicadabov(., ff you are rmt the intended recipient, you are notified Itrat arty disctosure, copying, distribiAion, electronic stonage or use of this communication is prohibited, If you received this communicalion in error, please notify us irrifnedialely by e-rnpil attaching the originat mcesage, and delete the onoria! message frorn your compult r. and any nehmcm,'k to %finch your computer is connected. Thai you, 0 M0 3 09 365 0 r Electronicalf� Recorded Jefferson Courky, 00 Pam Anders • Recorder • ws t t!t • :! DEE OF TRUST (With Future Advance Clause) DATE r P ARTIES. o f this D eed Of T rust f I nstrurnentj 2 013. The pa rties a their INCARNATION CSC 11, LLC Col Limit:t Li ab ili t y Com 6 21 17th Street, Suits 1777 D enver , 8029 TRUSTEE- PU BLIC O F COL LENDER: FIRSTBANK Organized and existing under the laws of Colorado 10403 West Colfax Avenue Lakewood, CO 80215 1. CONVEYANCE. For good and valuable consideration, the receipt and sufficiency of which is acknowledged, • to secure the Secured Debts and Grant per f ormance to G t!a hereby irrevocably grant, convey and sell to Trustee, In trust for the benefit of Lender, with power of sale, the following described property: East 112 NW 1 /4 SW1 /4 SE1 + Sec T owns hi p S R an ge ♦w W est R t h e 6t h w exce the N ort h .t f eet t toget w t W es t 5 f eet o L ot or B loc k a together with the East 16.6 feet of the SWY4 SWY4 SEA of said Section 24; together with all water, and ditch rights belonging or appertaining to the above described land, C ount y o ! Stat o C o l orado Caloroido Deed O f C OY4XCKBOURNOOOOOOOOOOOS86027072213M 20 SIGNATURES. By signing, Grantor agrees to the terms and cov'6nants corstWnfld In this Security Instrument, Grantor also acknowledges receipt of a copy of this Security Instrument. in ESC 11, LLC Colorsdo Deed Of Trust co/4XCKBOURNOOOOOOOOOM665027072213N Walters Kluwer Fitwtraial Services 0 1906, 2013 SAnkers Systen�#" Pao* 10 ATE: ; May ° , 2 13 WA-13-05 c PBG -1 -- 011]hccarn atioaa 1 All notification and pasting requirements have been met; therefore, there is jurisdiction to make a decision regarding; this request, f The applicant is also requesting a minor subdivision with a right -of -way= dedication approval by Case No. M - 13 -02. In this case, City Council will be the final authority with a recommendation from Planning Commission. See separate staff report for Case No. MS-1 -01 nei l borhood meeting is not required for a Planned Building G roup application. TVA -13 -05 & PBG- ] 3- 01,1ncarnatitr PROPOSED SIT: Zone District Required d Setbacks ;Rngle Family Construction IVA -13 -0 & PBG- 3- 01, °lnccarnatror ROW ' gg g¢ ` Minimum Side T Lam Lane walk Arnenfllej Cross-Sec"flon L.2 2-Lane Local K:A -tai- 5 PBG- 5- X11 /Iricarnatio All of the units will have two covered parking spaces. To compensate for the lack of street parking, 15 visitor parking spaces have been provided. I addition, the single family homes at the northeast corner of the development each have an additional two uncovered spaces. The amoun of parking provided is consistent with Section 26-501 m 1. VARIANCES REQUIRED Variance criteria , In order to approve a variance, Planning Commission must detennine that the majority of the criteria for review listed in Section. 26-115.C.4 of the City Code have been met, The applicant has provided a am stories in height with 26 units and types which are aesthetically plea neighborhood. WHIMM :s 4 +► s TVA-13-05 & PPG- 3- 0111nc ar °nation 5 7 ,4 -13 -0 PBG- 1:3- 0111ncarnation Staff finds this criterion has been net. Staff` finds this criterion has not been met. Staff' finds that this criterion is not applicable. WA-13-05 & PBG-13-0111ncarnation +r + m r t � • �"' � # a i _� , • • , p TIA-13-0.5 & PBG-13-011Incarnation 15 roe image of property 9 13-015 .F'BG- 13-011 iccrnation f 3 IV -13 -05 & PRG- 13- tlllIncarnati n 17 The Applicant would request a variance to the standard building setbacks to a public street where 25' would be required the applicant would ask that the setback be reduced to 6•10'. This request is appropriate as unique conditions on the site make it difficult to provide the quality of project without the exceptions. The Applicant meets 8 of the 10 established criteria for a variance. requirement titan tie streets we are connecting to, ints creates character with the now urban design proposed by the applicant 1 1. "Iv MV e prqJect riance is in WA-13-05 &M-13-011hicarnation 18 A -13 -05 & PBG -13 -011 nc °crrnation 1 mar*Wgolm..� -Infill and not Greenfield -Use permeable pavement or pavers -High-density development -Detain storm water on site with landscaping and as little pavement as possible -Use a light colored roof material to decrease heat island effect -Xeriscaping with plant materials that require little or no watering -Direct roof runoff to landscaping requiring water -install two-button water saving toilets Anstall low water use shower heads EnAw-Oo as, a rvatim -install PV cells and take advantage of tax credits -Use high efficiency heating (95%) -Install evaporative coolers in fieu of air conditioning -Orient buildin Lan,_Pa.%LkLP_tJ -Design for abundant delighting during winter months and shading during summer months with overhangs, strategically placed windows and shade trees -Solar tube dayiighting -Install cost effective automated fighting controls -Install programmable thermostats linked to automated systems -Low E glazing TVA-13-05 & PBG-13-014i7carriation 21