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4085 Fenton Court
Feel o.Aci.hdmdug a us Teo OcumDeva Sell Online Fmm suMnittal PEPMIT APN0MON water lkzta Replacement all Tuesday. 3muay 18, 202212:17:39 PM CAUnON:ThIs email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious aaivitiez to the IT Division. PERMIT APPLICATION Water Heater Replacement This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Do Not use this form if the Water Heater is changing locations or if this is a conversion to a Tankless Water Heater. Please use the General Perm't Application for a more comprehensive review. Is this application for a Yes replacement water heater like for like? PROPERTY INFORMATION Property Address 4085 Fenton Ct., Wheat Ridge, CO W212 Property Owner Name Michelle Frostel Property Owner Phone 72ae5sat20 Number (enter WITH dashes, all 303-123- 4567) Property Owner Email danrobelts@fosterdenver.com Address (Leave blank ff not known) Attach City of Wheat Electronic -Payment -Form Wheat Rohe otlf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Foster Plumbing Name Contractor's License 210331 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303.752-5332 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email dannoberts®fosterdenver.com Address Retype Contractor denmberta@fostendenver.com Email Address DESCRIPTION OF WORK Number of gallons 40 Is the water heater Gas GAS or ELECTRIC? If GAS, enter # of 40,000 BTUs. If electric, enter nla Where is the water Kitchen heater located (for example, basement, crawlspace, etc)? Project Value (contract 3,738.11 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yam may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything vOS 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. Person Applying for Dan Roberts Permit Email nal displaying mme0y4 Vinw it in your hmwsar. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: !` Q-4 Permit Number: cz) Z�. ❑ No one available for inspection: Time }`AM/PM Re -Inspection required: No When corrections have been made, http✓/www.ci. wheatridge.co.uelnsp Date/ f for re -inspection online at: City of Wheat Ridge Residential Solar PERMIT - 202002123 PERMIT NO: 202002123 ISSUED: 10/19/2020 JOB ADDRESS: 4085 Fenton Ct EXPIRES: 10/1.9/2021 JOB DESCRIPTION: Install a 5.280 kW grid tied, roof flush mounted solar photovoltaic system, 16 panels on house roof, no structural required *** CONTACTS *** OWNER (720)532-6022 DURANDO JUNE M SUB (720)255-7342 MARK MONTOYA 190076 FREEDOM FOREVER COLORADO LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,233.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ennrt. I further attest that I am legally authorized to include all 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 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. Reqquests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days madAe 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. Isuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuaaq or granting f permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applica c de r any o ance or regulation of this jurisdiction. Approval of work is subject to f any inspection. ignature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Solar PV Installation Date: Friday, October 16, 2020 10:37:18 AM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 4085 Fenton Ct, Wheat Ridge, CO 80212 Property Owner Name Durando, June Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-532-6022 durando5ljd@gmail.com Wheat Ridae Electronic Payment Form.Ddf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Freedom Forever Colorado, LLC. 190076 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. 720-384-7512 jburks@freedomforever.com j bu rks@freedomforever. com Install a 5.280 kW grid tied, roof flush mounted solar photovoltaic system 5.280 16 All on house roof No Structural Enaineer Letter- 4085 Fenton Ct.odf Solar PV Plans - 4085 Fenton Ct.odf Project Value (contract 24233 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Jeremy Burks Permit 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. Email not displaying correctly? View it in your browser. 0InCurrent Renewables Engineering 9/21/2020 Freedom Forever LLC, 43445 Business Park Dr Suite 110, Temecula, CA 92590 Subject: Structural Certification for Installation of Residential Solar re job: Durando, June, 4085 FENTON CT„ WHEAT RIDGE, CO 80212 Attn.: To Whom It May Concern Afield observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as: ROOF 1: Shingle roofing supported by 2x6 Rafter @ 24 in. OC spacing. The roof is sloped at approximately 23 degrees and has a max beam span of 7 ft between supports. Design Criteria: Code: 2018 IBC (ASCE 7-16) Ult Wind Speed: 135 mph Exposure Cat: C Ground Snow: 30 psf Min Roof Snow: 30 psf After review of the field observation report and based on our structural capacity calculations in accordance with applicable building codes, the existing roof framing supporting the proposed solar panel layout has been determined to be: ROOF 1: adequate to support the imposed loads. Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com /ONAI Exp. 101311262 1 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM CUSTOMER EXPERIENCE 0InCurrent Renewables Engineering 9/21/2020 Freedom Forever LLC 43445 Business Park Dr Suite 110 Temecula, CA 92590 Attn.: To Whom It May Concern re job: Durando, June 4085 FENTON CT, WHEAT RIDGE, C080212 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Desien Criteria: Code: 2018IBC ASCE 7-16 Live Load: 20 psf Ult Wind Speed: 135 mph Exposure Cat: C Ground Snow: 30 psf Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com Min Roof Snow: 30 /ONAI Exp. 101311202 1 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY PROFESSIONALISM I CUSTOMER EXPERIENCE Roof Properties: Roof Type = Roof Pitch (deg) _ Mean Roof Height (ft) _ Attachment Trib Width (ft)= Attachment Spacing (ft) _ Framing Type = Framing Size = Framing OC Spacing (in.) _ Section Thickness, b (in.) _ Section Depth, d (in.) _ Section Modulus, Sx (in.^3) _ Moment of Inertia, Ix (in.^4) _ Framing Span (ft) _ Deflection Limit D+L (in.) _ Deflection Limit S or W (in.) _ Attachments Pattern = Framing Upgrade= Sister Size = Wood Species = Wood Fb (psi) _ Wood Fv (psi) _ Wood E (psi) _ C.(Wind)= C.(Snow)= CLS = CM=Cf=CL=Ci= C'= Cf. = Cr- F'b_wind (psi) _ F'b_snow (psi) _ F'v_wind (psi)_ F'v_snow (psi) _ Mal Iowa ble_wind (Ib -ft) _ M_allowable_snow (Ib -ft) _ V_allowable_wind (lbs) _ V_allowable_snow (lbs) _ E' (psi) _ Current Renewables Engineering Roof 1 23 13 2.75 4 Rafter 2x6 24 1.5 5.5 7.6 20.8 7 1.4 0.93 Fully Staggered Adequate NA DF #2 900 180 1600000 1.3 1.00 1.15 2476 1779 288 207 1560 1121 1584 1139 1600000 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :9/21/2020 Job Code: Durando, June 2 of Date :9/21/2020 CCurrent Job Code: Durando, June Renewables 3 of 6 n Engineering Load Calculation: Dead Load Calculations: Panels Dead Load (psf) = 3.0 Roof 1 Roofing Weight (psf) = 3.0 Decking Weight (psf) = 2.0 Framing Weight (psf) = 0.9 Misc. Additional Weight (psf) = 1.0 Existing Dead Load (psf) = 6.9 Total Dead Load (psf) = 9.9 Snow Load Calculations Ground Snow Load, pg (psf) = 30 Min Flat Snow, pf_min (psf) = 30 Min Sloped Snow, ps_min (psf) = 30 Snow Importance Factor, Ic = 1.0 Exposure Factor, Ce = 0.9 External Pressure Up, GCp_1 = Roof 1 Thermal Factor, Ct = 1.2 Flat Roof Snow, pf (psf) = 30 Slope Factore, Cs = 1.00 Sloped Roof Snow, ps (psf) = 30 Wind Load Calculations Ultimate Wind Speed (mph) = 135 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1.0 Array Edge Factor, VE = Roof 1 Velocity Press Exp Factor, kz = 0.85 Ground Elevation Factor, ke = 1.00 Velocity Pressure, qz (psf) = 33.7 Array Edge Factor, VE = 1.25 Solar Equalization Factor, ya = 0.64 External Pressure Up, GCp_1 = -1.5 External Pressure Up, GCp_2 = -2.2 External Pressure Up, GCp_3 = -2.3 External Pressure Down, GCp = 0.6 Design Pressure Up, p_1 (psf) _ -40.7 Design Pressure Up, p_2 (psf) _ -59.7 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :9/21/2020 CCurrent Job Code: Durando, June Renewables 4 of 6 n Engineering Design Pressure Up, p_3 (psf) _ -62.4 Design Pressure Down, p (psf) = 16.3 Hardware Checks: Lae Screw Checks: Roof 1 Ref. Widthrawal Value, W (Ib/in) = 266 (CM = Ct = Ce' = 1.0) Cr = 1.6 Adjusted Widthrawal Value, W' (Ib/in) = 426 Lag Penetration, p (in.) = 2.5 Allowable Widthrawal Force, W'p (lbs) = 1064 Applied Uplift Force (lbs) _ -304 Uplift DCR = 0.29 Ref. Lateral Value, Z (lbs) = 270 (CM = Ct = CA = Ce' = 1.0) Cr = 1.15 Adjusted Lateral Value, Z' (lbs) = 311 Applied Laeral Force (lbs) = 142 Angle of Resultant Force, a (deg) = 65 djusted Interaction Lateral Value, Z'a (lbs) = 742 Lateral DCR = 0.19 Roof Framing Checks: Force Checks: LC1: D+S LC2: D+0.6W Roof 1 Applied Moment (Ib -ft) = 489 Applied Shear (lbs) = 280 Allowable Moment (Ib -ft) = 1121 Allowable Shear (lbs) = 1139 Moment DCR = 0.44 Shear DCR = 0.25 Applied Moment (Ib -ft) = 241 Applied Shear (lbs) = 138 Allowable Moment (Ib -ft) = 1560 Allowable Shear (lbs) = 1584 Moment DCR = 0.15 Shear DCR = 0.09 LC3: D+0.75(5+0.6W) 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables In Engineering Applied Moment (Ib -ft) = 487 Applied Shear (lbs) = 278 Allowable Moment (Ib -ft) = 1560 Allowable Shear (lbs) = 1584 Moment DCR = 0.31 Shear DCR = 0.18 RK!go] [7Blue] [yN0A Applied Moment (Ib -ft) = 226 Applied Shear (lbs) = 129 Allowable Moment (Ib -ft) = 1560 Allowable Shear (lbs) = 1584 Moment DCR = 0.14 Shear DCR = 0.08 Deflection Checks (Service Level): LC1: D+L LC2: S LC3: W (Down) LC4: W (Up) Seismic Check: Existing Weight: Roof 1 Deflection (in.) = 0.05 Deflection Limit (in.) = 1.61 Deflection DCR = 0.03 Deflection (in.) = 0.10 Deflection Limit (in.) = 1.07 Deflection DCR = 0.09 Deflection (in.) = 0.02 Deflection Limit (in.) = 1.07 Deflection DCR = 0.02 Deflection (in.) _ -0.06 Deflection Limit (in.) = 1.07 Deflection DCR = 0.05 Wall Weight (psf) = 17 Tributary Wall Area (ft') = 1000 Total Wall Weight (lbs) = 17000 Roof Weight (psf) = 7 Roof Area (ft') = 2400 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :9/21/2020 Job Code: Durando, June 5 of Current Renewables In Engineering Total Roof Weight (lbs) = 16669 Total Existing Weight (lbs) = 33669 Additional PV Weight: PV Panel Weight (lbs) = 54 Number of Panels = 16 Total Additional PV Weight (lbs) = 871 Weight Increase: (Existing W +Additional W)/(Existing W) = 103% Date :9/21/2020 Job Code: Durando, June 6 of The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1960 Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE PHOTOVOLTAIC SYSTEM PV SYSTEM SUMMARY: 5.280 KW ROOF MOUNT RESIDENTIAL PHOTOVOLTAIC SYSTEM SYSTEM SIZE (DC) STC: 16 X 330.00= 5280W DC PTC: 16 X 306.50 = 4904.00W DC SYSTEM SIZE (AC) 380OW @ 240 VAC MODULES 16 X HANWHA QCELLS: Q.PEAK DUO -G7 330, 33OW OPTIMIZERS 16 X SOLAR EDGE: P340 INVERTER SOLAREDGE: SE380OH-US [S11] ROOF : COMPOSITION SHINGLE & ROLLED COMPOSITION TILT 3° & 23° PITCH AZIMUTH 0°,90°,180°,270° RAFTER/TRUSS SIZE 2"X6" RAFTERS @ 24" O.C. UNIRAC: SFM MICRORAIL WITH UNIRAC SFM ATTACHMENT TYPE INFINITY RAIL -LESS & UNIRAC SM LIGHT RAIL WITH CHEMLINK: CHEM CURB MAIN SERVICE PANEL EXISTING 125 AMPS MSP WITH 125 AMPS MAIN BREAKER ON END FEED INTERCONNECTION PV BREAKER TIES IN MSP OCPD RATING 20 AMPS UTILITY : XCEL ENERGY TABLE OF CONTENTS PV -1 SITE LOCATION AND HOUSE AERIAL VIEW PV -2 SITE PLAN PV -2A ROOF PLAN WITH MODULES LAYOUT PV -3 ROOF MOUNTING DETAILS PV -4 ELECTRICAL LINE DIAGRAM PV -5 EXISTING SERVICE PANEL PV -6 NOTES AND EQUIPMENT LIST PV -7 LABELS PV -8 OPTIMIZER CHART PV -9 SAFETY PLAN f reedo FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial, CO 80112 Tel: (800) 385-1075 Electrical Contractor No: I CLIENT: E.C.#0101397 GREG ALBRIGHT THIS PROJECT COMPLIES WITH THE FOLLOWING: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2018 INTERNATIONAL FUEL GAS CODE (IFGC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) 2020 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY CITY OF WHEAT RIDGE CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT POSSIBLE. INSTALLATION NOTES: PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS INVERTERS. INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY EXCAVATION TAKING PLACE Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720) 532-6022 REVISIONS: DESCRIPTION UPDATED CODES DATE REVISION 09/22/20 1 city o� 'r" VV h� at idge COMMUNI IY [�EVEIC t MENT APPROVED Reviewed for Code Compliance 10.192020 Plans Examiner Date Valid of rmit: The issrmnce of a permit or approvW of pbas specification and computabons shall not be a permit far, or on approval of, any vialobon to any of the provisions of the burldley rode or of ajW City ardinmces. Permits presunung to glue authority to viclaW or cancel the provis m of the liWillow coda or other ordlnoom ipf Me Ory shalt rot be valid SITE LOCATION: ac Cr. vara. mw rc 3lo Beery [emrm f�litlell PeM P wdiet � .re wRr n,� wnv,w. rra, rwv vk nrnr ray AWM9, \,--,I. asap ll gq ii1T.Nue°ry ffi� 8°I 4—e r, �BUIkeF�enmkTAlbnlM�a rreaae kn°A W3A[k QW=h�^•� 1O2 CITC I nt( A-rinkl HOUSE AERIAL VIEW: DATE: 9/11/2020 DESIGN GREG BY: JOB NO.: F062172 TITLE: MODULE LOCATION SHEET: SITE LOCATION AND HOUSE AERIAL VIEW PV - 1 ROOF AREA: 1412 35 SQ FT 56'-4" I I (N) 16 HANWHA QCELLS: Q. PEAK DUO -G7 330, 33OW PROPERTY LINE —ROOF LINE — — � — I I 59'-11 " (E) MAIN SERVICE PANEL AND UTILITY METER 139'-5" DRIVEWAY 32'-2" LEGEND: 1-1 OBSTRUCTION O PIPE VENT 0 MODULES - — - CONDUIT ® SETBACK Ac AC DISCONNECT MSP MSP JE3 JUNCTION BOX INV INVERTER SITE PLAN 1 SCALE: 0.007102 Electrical Contractor No: CLIENT: REVISIONS: TITLE: SHEET: DURANDO, JUNE DESCRIPTION DATE REVISION DATE: 9/11/2020 freedo E.C.#0101397 UPDATED CODES 09/22/20 1 DESIGN GREG ALBRIGHT 4085 FENTON CT, BY. GREG SITE PLAN FREEDOM FOREVER COLORADO WHEAT RIDGE, CO 80212 PV -2 9959 E Geddes Ave, Centennial, Co 89112/ �$ (720) 532-6022 F062172 Tel (800) 385-1975 i� JOB NO. ROOF AREA : 1412.35 SQ FT (E) MAIN SERVICE PANEL & U ^ """""" I ^^ ^ ^EAK DUO -G7 330, —1 NOTES: 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES 3. JUNCTION BOX IS MOUNTED TO THE RAIL. FIRE ACCESS PATHWAYS �pD� LI�FN . �pp`-'pS ZA; yo/ .fano 53832 II Exp. ioj3i/2.02. ( CRY of LEGEND: Electrical Contractor No: 1-1 ROOF AREA STATEMENT O ROOF MODULES QTY PITCH AZIMUTH ROOF AREA ARRAY AREA ARRAY COVERAGE% 1 3 23° 180° 185.62 SQ FT 53.91 SQ FT 2 2 23° 90° 209.67 SQ FT 35.94 SQ FT INVERTER 3 3 23° 270° 220.48 SQ FT 53.91 SQ FT 20.36% 4 2 23° 0° 210.65 SQ FT 35.94 SQ FT 5 6 3° 270° 249.27 SQ FT 107.82 SQ FT ROOF AREA : 1412.35 SQ FT (E) MAIN SERVICE PANEL & U ^ """""" I ^^ ^ ^EAK DUO -G7 330, —1 NOTES: 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES 3. JUNCTION BOX IS MOUNTED TO THE RAIL. FIRE ACCESS PATHWAYS �pD� LI�FN . �pp`-'pS ZA; yo/ .fano 53832 II Exp. ioj3i/2.02. ( CRY of LEGEND: Electrical Contractor No: 1-1 OBSTRUCTION O PIPE VENT TITLE: ROOF PLAN WITH MODULES LAYOUT MODULES — — — CONDUIT ® SETBACK Ac AC DESIGN BY : DISCONNECT MsP FREEDOM FOREVER COLORADO MSP JB JUNCTION F062172 BOX INV INVERTER ROOF PLAN WITH MODULES LAYOUT 1 SCALE: 0.012042 Electrical Contractor No: CLIENT: DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720) 532-6022 REVISIONS: DATE: 9/11/2020 TITLE: ROOF PLAN WITH MODULES LAYOUT SHEET: PV -2A freedo E.C.#0101397 GREGn�eRiGHT t DESCRIPTION DATE REVISION UPDATED CODES 09/22/20 1 DESIGN BY : GREG FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial, CO 80112�P./�,�✓— Tel (800) 385-1075 JOB NO.: F062172 SFM TRIMRAIL PV MODULE SFM SLIDER AND TRIMRAIL ROOF ATTACHMENT ROOF DECK / MEMBRANE 1ING STAINLESS STEEL LAG OR STRUCTURAL SCREV 12-1/2" MIN. EMBEDMEN FLAT WASHER BUILDING STRUCTURE SFM MICRORAIL PV MODULE - ROOF/ DECK MEMBRANE UNIRAC SLIDERS FLASHING 5/16" STAINLESS STEEL LAG BOLT OR STRUCTURAL SCREW WITH 2-1/2" MIN. EMBEDMENT AND FLAT WASHER BUILDING STRUCTURE SFM MICRORAIL city or 1\ a 5. ata/ ZA 53832 • • L�xP. �or3►j�.(�� � LEGEND ATTACHMENT DETAIL Scale: NTS Module PV MODULE �M��o• 25,MzNFfn FLASHING CA r1 e 1 4' MAX ATTACHMENT SPAN UNIRAC SLIDERS � Zor7e ROOF / DECK MEMBRANE _ ZC r e 3 SFM TRIMRAIL SFM Components (E) 2"X6" RAFTERS @ 24" O.C. 0 SFM Micr�u 0 SFM Splice 6.5" SFM SLIDER AND TRIMRAIL i SFM Attached 25 MIN �M ROOF ATTACHMENT Splice 8" FLASHING ' SFM Trim 5/16" STAINLESS STEEL LAG _ BOLT OR STRUCTURAL SCREW Att a c h m C n t WITH 2-1/2" MIN. EMBEDMENT AND FLAT WASHER SFM Trim Univ clip MOUNTING DETAILS Full Trim Section Scale: NTS . s Cut Trial SecLiun Electrical Contractor No: CLIENT: REVISIONS: DATE: 9/11/2020 TITLE: SHEET: DU RAN DO, JUNE DESCRIPTION DATE REVISION �• freedo E.C.#0101397 UPDATED CODES 09/22/20 1 DESIGN ROOF MOUNTING GREG ALBRIGHT 4085 PENTON CT, BY: GREG DETAILS PV -3 FREEDOM FOREVER COLORADO WHEAT RIDGE, CO 80212 9959 E Geddes Ave, Centennial, Co 80112 (720) 532-6022 F062172 Tel: (800) 385-1075 JOB NO.: 7.5 or 5.0 M-1 Structural Sealant Along Pipe 2.0 — Above 1, Penetration 2. M-1 Structural Sealant ATTACHMENT DETAIL Scale: NTS M-1 Structural Sealant Along Standoff 1- PART Pourable Sealer or PRO PACK Pourable Sealer Chem Curb Roof Surface M-1 Structural Sealant – 2.5" MIN. E CURB EMBEDMENT MOUNTING DETAILS Scale: NTS ROOF (N) SOLAR MODULES— UNIRAC SM LIGHT RAIL RACKING SYSTEMn 2"X6" RAFTERS @ 24" O.0.) ' — 4' SAMPLE ROOF FRAMING PLAN Scale: 1/4"_1 1-011 o�PpO L��F� Oi •S ZqH•. S� 5383�2s . Ulama ss/OW- Exp. loj3i/262-1 freedo Electrical Contractor No: E.C.#0101397 GREGArBRIGHT CLIENT: DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720) 532-6022 REVISIONS: DATE 9/11/2020 TITLE: ROOF MOUNTING DETAILS SHEET: PV -3A DESCRIPTION DATE REVISION UPDATED CODES 09/22/20 1 DESIGN BY. GREG FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial, CG 80112Lk—d Tel: (800) 385-1075 JOB NO.: F062172 BACKFEED BREAKER SIZING MAX. CONTINUOUS OUTPUT 16.OA @ 240V 16.0 X 1.25 = 20.00AMPS 20A BREAKER - OK SEE 705.12 OF 2020 NEC 125 X 1.20 = 150 150 - 125 = 25AALLOWABLE BACKFEED PV SYSTEM 5.280 kW -DC 3.800 kW -AC PV INTERACTIVE SYSTEM cTRinir__� 16 HANWHA QCELLS: Q.PEAK DUO -G7 330, 33OW CONDUCTOR AMPACITY DE -RATE CALCULATION E.C.#0101397 GREG ALBRIGHT 3 - #10 AWG, THWN-2 FREEDOM FOREVER COLORADO NEC Factors Table 9959 E Geddes Ave, Centennial, CO 80112 Tel: (800) 385-1075 NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT NEC Factors Table 310.15(B)(2)(a) REVISIONS: Conduit Fill Wire CONDUCTOR Circuit Adj. Conductor DATE: 9/11/2020 DESCRIPTION 310.15(B)(16) Ambient Correction Per Location QUANTITY Conductor Size Allowable Ampacity Temperature Ampacity @ 90°C 310.15(B)(3)(a) GREG Correction F062172 INVERTERTO WALL 3 10 40 0.96 38.40 1.00 AC DISCONNECT AC DISCONNECT WALL 3 10 40 0.96 38.40 1.00 TO POI Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) NOTES: -"PHOTOVOLTAIC SYSTEM CONNECTED" YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON MAIN BILLING METER - "PV AC DISCONNECT' YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON AC DISCONNECT JUNCTION BOXL --------- (N) INVERTER SOLAREDGE: SE380OH-US [S11] 11111,�M n --- �J j SOLAREDGE P340 SHUTDOWN POWER OPTIMIZERS SWITCH RAPID I I 2 - #10 AWG, PV WIRE 1 -#6 AWG IN FREE AIR OR #8 AWG MUST BE IN EMT CONDUIT 2 - #10 AWG, THWN-2 1 - #8 EGC, THWN-2 IN 3/4" OR LARGER EMT CONDUIT Electrical Contractor No: ' CLIENT: ,C" freedo E.C.#0101397 GREG ALBRIGHT 3 - #10 AWG, THWN-2 FREEDOM FOREVER COLORADO 1 - #8 EGC, THWN-2 9959 E Geddes Ave, Centennial, CO 80112 Tel: (800) 385-1075 NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720)532-6022 Approved as Noted (E) 125A RATED MAIN SERVICE PANEL 1 PH, 120/240V 60HZ (E) 125A / 2P MAIN BREAKER TO OTHER �1 (N) 30A LOCKABLE LOADS KNIFE BLADE AC •� DISCONNECT SWITCH • WITH VISIBLE OPEN (N) 20A / 2P PV BREAKER •/� SQUARED: DU221 RB o ------ ------------------- o� I L-- ------ (E) UTILITY METER CONNECT TO PREMISES GEC SYSTEM 3 - #10 AWG, THWN-2 1 - #8 EGC, THWN-2 IN 3/4" OR LARGER EMT CONDUIT NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS REVISIONS: TITLE: SHEET. DATE: 9/11/2020 DESCRIPTION DATE REVISION ELECTRICAL LINE DIAGRAM PV -4 UPDATED CODES 09/22/20 1 DESIGN BY. GREG JOB NO.: F062172 GENERAL NOTES: 1. (16) HANWHA QCELLS: Q.PEAK DUO -G7 330, 33OW WIRED AND LISTED TO UL1703 STANDARDS 2. THE SOLAREDGE: SE380OH-US [S11] INVERTER WITH INTEGRATED DC DISCONNECT AND ARC FAULT PROTECTION. ATTACHED WITH SYSTEM ELECTRICAL SPECIFICATIONS, GROUND FAULT PROTECTION & LISTED TO UL 1741 STANDARDS. 3. PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE AS PER NEC SEC. 250.166(A). 4. SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART. 690 OF THE NEC 5. CONDUIT ABOVE ROOF SHALL BE NO LESS THAN 1" FROM TOP OF THE ROOF TO BOTTOM OF RACEWAY. TABLE NEC 310.15(B)(3)(C) 6. PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METALLIC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET -- AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS, OR BARRIERS -- WITH MINIMUM 3/8 -INCH -HIGH WHITE LETTERING ON RED BACKGROUND READING: "WARNING: PHOTOVOLTAIC POWER SOURCE" 7. SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PV SYSTEM TO BE SIZED TO MEET THE REQUIREMENTS OF NEC TABLE 250.66. 8. THE EXISTING MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER. 9. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM. 10. TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. 11. SOLAREDGE INVERTERS ARE LISTED TO UL 1741 AND UL 1699B STANDARDS. 12. SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS II SAFETY) AND UL 1741 STANDARDS. ?' freedo FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial, CO 80112 Tel: (800) 385-1075 Electrical Contractor No: ' CLIENT: E.C.#0101397 GREG A,L,BRIGjHT MATERIAL LIST QTY EQUIPMENT DESCRIPTION HANWHA OPEN CIRCUIT VOLTAGE (Voc) : 40.62V QCELLS: Q.PEAK MAX. POWER VOLTAGE (Vmp) : 34.14V 16 SHORT CIRCUIT CURRENT (Isc) : 10.15A DUO -G7 330, MAX. POWER CURRENT (Imp) : 9.67A 330W PTC RATING: 306.5W DC MAX SYSTEM VOLTAGE: 480V SOLAREDGE: AC OUTPUT VOLTAGE RANGE: 211-240V SE380OH-US [S11] MAX. AC OUTPUT CURRENT: 16.OA MAX. AC POWER OUPUT : 380OW WEIGHTED EFFICIENCY: 99% RATED DC INPUT POWER: 340W SOLAR EDGE MAXIMUM INPUT VOLTAGE: 48VDC 16 P340 POWER MPPT RANGE: 8-48VDC OPTIMIZERS MAX. INPUT CURRENT: 13.75ADC MAX. OUTPUT CURRENT: 15ADC PV BREAKER 20A / 2P PV BREAKER, 1 PH, 240VAC JUNCTION BOX 60OVDC, NEMA 3R, UL LISTED 30A RATED, 240VAC, NEMA 3R AC DISCONNECT UL LISTED 60 FT CONDUIT 3/4" OR LARGER EMT CONDUIT 18 ATTACHMENTS CHEMLINK: CHEM CURB 70 Ft RAIL UNIRAC SM LIGHT RAIL 6 MID CLAMPS UNIRAC GROUNDING MID CLAMPS 12 END CLAMPS UNIRAC END CLAMPS DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720) 532-6022 REVISIONS: DESCRIPTION DATE REVISION UPDATED CODES 09/22/20 1 ?-" 1, .2a2a BILL OF MATERIALS PART NUMBER PART TYRE DESCRIPTION QUANTI7Y 256625U Trim SFNI TRIM RAIL 66.25 UNI'v' .-•F:i;: 2501--lQU Trim Splice SFM TRIM SPLICE DIRK 25002OU MicroRail (3) SIRM MICRORAIL2' 004200D RoafArtachmenc FL'.SHKIT SFhd TRIM COMP DARK 25001OU MicroRall Splice SFM SPLICE 8.5" 25003OU MicroRail Att Splice SFM ATT SPLICE 8" 004270D Roof Attachment FLAS'HKITSFM SLICER C[-'-' DARK 003100L) Boncllmg Clamp SPI TRIM IBONDING, CLAMP 25011B0U Clip SFM TRIM RAIL UNIV CLIP WIHDW 008D09P Groundling Lug ILS -CO LAY IN LUG (GB1-41)13T) _i :r. ' _ _ - - 5FM NIS BONDING CLAMP DATE: 9/11/2020 DESIGN GREG BY: JOB NO.: F062172 SFM TRIM END CAPS TITLE: NOTES AND EQUIPMENT LIST 4 4 SHEET: PV -6 705.12(B)(2)(3)(b) 690.56(C)(3) "WARNING" PHnTn\/nl TAIL PnINFR Snl1RC WWI WA 000I 11410111 Dili 111110 11110 1:11 IQ I Waill 1.4:9 QED A C w w t- w Z F JAB DC Electrical Contractor No: freedo E.C.#0101397 GREG ALBRIGHT FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial, CO 80112 Tel (800) 3851075 t L CLIENT: 690.54 690.15, 690.54 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK L_L] HAZARD IN THE ARRAY 690.56(C) (1) (A) 690.13 (B) DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720)532-6022 NOTES: 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO -PLATING. B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. C. AERIAL FONT. 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS. REVISIONS: CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES 16 PV MODULE m z 0 O z MAIN SERVICE PANEL & n UTILITY METER n AC DISCONNECT JB INVERTER EQUIPPED WITH RAPID SHUTDOWN JUNCTION BOX 6X8" TYP - NEC 705.10 DATE: 9/11/2020 DESCRIPTION DATE I REVISION UPDATED CODES 09/22/20 11 DESIGN GREG BY: JOB NO.:IF062172 TITLE: LABELS SHEET: PV -7 1 2 3 0 5 Lei 7 0 1-10 11-20 21-30 31-40 41-50 51-60 SOLAREDGE OPTIMIZER CHART Electrical Contractor No: CLIENT: DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720) 532-6022 REVISIONS: DATE: 9/11/2020 TITLE: OPTIMIZER CHART SHEET: PV -8 freedo E.C.#0101397 GREG ALBRIGHT / �$ t� DESCRIPTION DATE REVISION UPDATED CODES 09/22/20 1 DESIGN BY: GREG FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial Co 80112 Tel (800) 385-1055 JOB NO. F062172 PPE INFORMATION HAZARDS CLIENT: wil DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720)532-6022 REVISIONS: DESCRIPTION DATE REVISION UPDATED CODES 09/22/20 11 MEDICAL INFORMATION: CREW SIGNATURES: SAFETY PLAN 1 SCALE: NTS TITLE: DATE: 9/11/2020 DESIGN GREG SAFETY BY. PLAN F062172 SHEET: PV -9 Electrical Contractor No: freedo E.C.#0101397 GREG ALBRIGHT t FREEDOM FOREVER COLORADO 9959 E Geddes Ave, Centennial, CO 80112 Tel (800) 3851075 CLIENT: wil DURANDO, JUNE 4085 FENTON CT, WHEAT RIDGE, CO 80212 (720)532-6022 REVISIONS: DESCRIPTION DATE REVISION UPDATED CODES 09/22/20 11 MEDICAL INFORMATION: CREW SIGNATURES: SAFETY PLAN 1 SCALE: NTS TITLE: DATE: 9/11/2020 DESIGN GREG SAFETY BY. PLAN F062172 SHEET: PV -9 Q.RNTVM al. __(t�� � pnxlRV Tes[o EYPY REEFARCX _ X t.•� ✓lace most �Im�io^®i u Q.ANTUM TECHNOLOGY. LOW LEVELISED COST OF ELECTRICITY Higher yield per surface area, lower FOS costs, higher power classes, and an efficiency rare of up to 202%_ -1, INNOVATIVE ALL-WEATHER TECHNOLOGY CJ+(-EOptimal yields, wherever the weather with excellent low -light and repgeratue oehavicur _ ENDURING HIGH PERFORMANCE Long-term yield Security with Anti LID Technology, Ant RD Technology', Hot Spot Protect and Traceable Quality Tre QT - EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high Snow (5400 Pa) and wind loads (4000 Pa). ® A RELIABLE INVESTMENT Inclusive 12 -year prodictwarranty and 26 -year linear performance warrantyT_ STATE OF THE ART MOD USE TECHNOLOGY QANTUM DUO combines cutting edge cell separation and innovative wiring with QANTUM Technology_ 'APT nestcmtllms according re IEC/TS 62804 52 0 15 nefiotl B (-1500 V, 168h) ° Sts all sheer on rear M Nfier InMnelon THE IDEAL SOLUTION FOR: Cn rznerw arrayse, rznu wp anayse, res. sent el Wltlgyi tlel/IndlsHel WItl i Engineered in Germany OCELLS MECHANICAL SPECIFICATION Ferner. 1Q5mn s 1000mm s 32 mm(including Hama) Weigbt IS 7A, mo..., FrmtCover 32mmfiem,ellyprsa s0e sedglessarb i_ sun reHe>tlm 2-6nolcgy Wm 0 6adc Coker Cortposlte Hlm Frans Bleck annexed aluminum Cell 6 s 20 monoonryYelllne QANTUM soler belt cells 101m.32,60mm. 15188mm Jucyonbox 53osci Pon otllotles an U57 rthbc II ses-E] 41 sae �u�uiwl-y _ Able 4mm'Soleroeble(+)i1100mm()i1100mm Co—o[or SpNtll MCH IMS xT � ELECTRICAL CHARACTERISTICS POWER CLASS 325 330 335 MINIMUM PFAFORMANCEAT STANDARD TEST CONDITIONS, STC (POWER TOLERANCE+SW /-O W) Coaxer. MPP' P_ M7 325 330 335 Short ES CurrenP Ix A] 1010 1015 1021 0, CircutVol4 ' A. M 4036 4062 4089 P Curren[a[MPP la A] Sax 967 972 E She 1tA,7r a[MPP V.,IV] 3331 3414 3447 EttiIXercy' p I%] i193 '19e '19H MINIMUM PFAFORMANCEAT NORMAL OPERATING CONDITIONS, NMOTA Coaxer. MPP P_ M7 2434 2471 250D 9 Short ES Curren[ Ix A] 814 818 822 0, WexitVo14e,7e A. IV] 3806 1 3831 3855 i Curren[a[MPP la A] 757 761 765 vaItA,7r xSMPP V_ IV] 3217 3248 3279 'MeesnenenHverenvas Pµn+3Y, h; Vv, elSHC1000w/m",35+2° Q AM 15 ecttrtlgg re I ED 60904-3 1800 eyme N MOT, tpsYun AM 15 QCELLS PER FCRMAN CE WARRANTY PER FCRMAN CE AT LOW I WNDIANCE M leen 98% of normal power am ITg OiTyeeeeores 1Y. 6 perce,raval on year At Rg olncrtinelpwuer rpbl0 Al years w oncrtinelPowx W A 1— 185% ( vyeare + __ — - e All data wlfiln neesnuarne x- W�an— Full warrenesmaccordance 8 wlfi mewennity Arms of me mo nm ®o eco rood QCELLS sales wgenlsal m of you nmainrvmwtmr D/!M� w reryecTa ccartlp Typlcel modlleper twmenae mWr lwelrad encs conal ms In '""••�'^""""`"•�•""�"""" cmpan sin re STC coral ons (25'0, 1000w/m'1 TEMPERATURE COEFFICIENTS Tergs re Coefficd..d 1, a %/K] +004 Tenperaturs CoettiaartotVm fi M/H] -O9 b TergsraWre CoettiIXen[or P., y %/K] -035 Normal Module Operafigg Tergsratt— NMOT °C] 4373 6 PROPERTIES FOR SYSTEM DESIGN 4 Max, urnsysaaaresch e V_ IV] 1000 Safety Class H Mvirrun Reverse Curren[ Ia A] 20 Fire Fadr, based! m ANSI /ULLESS C/TYPE2 Max, Design Lam, Push/Pull Pe] 3600/2667 Perrmf Module Ternperaturs -4TC-+3AC on Co ueus bury Max, Test Lam, Push /Pull Pe] 5400/4000 o QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION AIDE GUaIITy1.4 AD 612152016, AD 61780 2016, ATIcal on Gess ll; Nurl:er of Modules per Pallet 32 TIN stleA Meelcoples wl4 DIN EN 50380_ Nrrti:er of Patens per Trace Cr (24t) 30 p Nu aarof Palfetsasi HC -Corn ➢er(26t) 26 y& Palet Dirrensiens(L x W x H) 1750.1150.1190 mm 6 Palfetww Et e42 A, fi0 N of lciNcl msrtustte follw✓ed See fielnsAllalm and operating rtenuelwcgffictw Atlmlcel mvl[e department for NfixlntwmelmmepprrnatlAtsAllalm 9 and N. 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[ + I: :I I uptol9�moseeoergy ITvelmaohodng Supeliorelll6eory189S�i I MsatsNEGeguhmmlifDIalcfaull + +� r 8iiP3Gl1+"' Itran91^oltlg^ ]�0 ? IC 19 pmteltivIUKf RdNovoltill8Ipid MRI5%ill esolmodulPmismatfhlosses, y 9 ryP ShuldoWoSstTmIRVRS$1 tfomm9Aduriogtolirmloplltl .ire„ ri)[Ero 1w TOT oMTU,eleF=aou; sw',Eo1�r'r, o -s -s: L; s: ER, NRdIDg 1 MpdUIP-Im VORd P Sh imm 101 NSt311Pf G 8(IdIIfPRgN1PfSU1PIy HehltSyOmIIII1vmr'mumya Utilll8110R F„Ilo,;::ua�rErpus rwI11rL gigrrlro'rA Tm,::amimwc,FAuNn'O'urrT.d mr re¢11u POrntP PfPgfuC namll r 11][iP.:d1}Ir,AL3[[fSrR.E.f.CNi4r'XIF111'P1'3{1':IlY1P':�IEf:E .'F:CV'?].III: i44 4j1111 IuIodi I rI 1]:1�EI✓.'iwp tmds rI�@rn. SClk.r t cm P101S 1':'C SP 010 frmiwr✓r,'� kuttn'�a cgopgllRy z 111''AiiAvaM E, 0::fY9ns0'rl pk ;V'Vp.nrgah9i041rc 1P1tlkB:i.Irff O')pjruk01,1MCi sr�r-fmlrtnpwPMEwsziwE,tl¢.?ynpmlC:A1 D2TBdgE.EDm solar:1M, {*rtSrv...nmlmc..rn�rtl.slnla�i:rl..pliXws�.P1LW:;l(.Le1�Wlr0:ptxdm;t'XIhII.dx wogs i�;IcfG:ae^ iL” YU 3'G mf ulS �i Vi 1��11tlrcr1rclr11 !tlm uE ,��:uPy�m-a.Iel Eo m r:a asL fur vPr'1:�rrpwa,y? +^ 1; a -s: H -Eo �1s-Is usas lur !4: •]rcfhtl`sli(u=.^I II If W dtl: llr i IrpA(lltrr L'i 243 I'S dtl: SFM INFINITY :: U NIRAC BETTER SOLAR STARTS HERE Take your business to the next level with SFM INFINITY, UNIRAC's rail -less PV mounting system for flush mount installations on comp shingle and tile roofs. An advanced 3rd generation product platform in use by top solar contractors nationwide, SFM INFINITY optimizes your operations on and off the roof, with approximately 40% less labor, 30% logistics savings, and 20% fewer roof attachments than traditional solar racking. Plus, 81% of homeowners prefer SFM INFINITY's aesthetics. SUPERIOR PERFORMANCE Enhance your business with two installs per day and 30% less cost. EASY INSTALLATION Pre -assembled components, 20% fewer roof attachments, and level array in seconds with post height adjustment. HOMEOWNER PREFERRED More than 4 out of 5 homeowners prefer SFM INFINITY'S aesthetics over a leading rail brand. SFM INFINITY DESIGN GUIDELINES .OP U N I RAC BETTER SOLAR STARTS HERE While you will see advantages simply from switching to SFM INFINITY, the following guidelines will help you to maximize its benefits. DEFAULT TO LANDSCAPE When possible, design in landscape orientation in order to fit more modules on the roof and minimize roof attachments. �r� MIX MODULE ORIENTATIONS SFM INFINITY is easily configured in mixed array shapes and module orientations to maximize array density and to avoid vent pipes and other obstacles. Because mounting locations are not constrained by rails, SFM INFINITY has unmatched flexibility to enhance your projects. CONSULT THE QUICK TIPS VIDEOS Visit UNIRAC's mobile -friendly library of short, topic -specific videos which answer common questions and demonstrate how simple it is to install SFM INFINITY. Quick Tips Videos: https:Hunirac.com/SFM-Infinity/ DESIGN IN U -BUILDER Layout your arrays in U -Builder, UNIRAC's free solar design software, to optimize SFM INFINITY'S capabilities, including mixing module orientations and minimizing roof attachments. Quickly create layouts on Google or Bing Maps and generate project documents. U -Builder: https://design.unirac.com/ auNiRp� o��w�ouNT BfiiER DESIGNS � iRUSRINIINNVSiRY'SNESTNISIGNRNNI cRNCIAIIVUNIVIRSAR o �, Imsigs lasmss Ic ¢;'¢o' ,Nolosl o all N Ipdsol o lim mill IsolI ENCCIAMPS I'sa=;rali�ailssa�°tlm¢soimpNBY v Josm9ItnddI;llshts1p 010 dMINI; I]'uhirvtait;UxIII llhos'I!Iertupooll;ImloNs0ools INRCAPSIHCIVRID Corp;o¢olra!aiaClsi!milslsaraaddalN'oshlslppUlim�tputlPlipolloa9ciolS MIN IVIRVINRCIAMP aidN¢sihetis> BEiiER RESULiS r51111PIRIM RIP IN fmtlsimsirelpfiumismi:e?olp!Esl¢m!Idl,hasosmlluNlho:oalhojo6i, iuot¢dtEthaim¢I'o;lt¢arlsq¢ olllV¢aolfaslelil„lla8s.¢sslVaslalhlePohls VNIVIRSAISERf 11I BEiifRSVPP0R1 SiANRIRRMIRCIAMPs WNRN WIiN iNE INNUSIRIES MNSi INPIRIINCEN 1EAM 'I, i;tF;o;PI uIn 21!11 111 all ilsigrls'¢imlivr:I�ssslo III l.e;sms;pprfsdaisigylmis, hrjImIII ,IeupaINsatlaIIIR l I iuori¢+,'ii;i oiasm>I'maaoouolimrlomislmmlli:o ,I (I RPIVINAI J I I' I PRRNiRRIM d` a l I V•RVISRERRNSINPRISIVN �M iRRISAVESIIMESMRNIR o tla'OI�CCdJJNNIIIC � "¢ Jiailtlsip;uaisa¢mm ” U«1�3N�ttlNlCeI�ANINN � LIINfINICl41NfICVIICN I � � UNIRACCVSIOMERSERVICEMfRNSiHENIGNfSiIEVfIOfPRUDVCiSVPPORI VNmEMO pEIlullp 00$16 BNN@Bll Mid I aPINIENCE URN INCEIIINCI AMM NNI6 iECNNICAISVPPRRi CCRNPIICRVAVIYPRVVINPR BANNABIIWARNANIY Vsims'sMid mppor@amCtl¢tlisaC4loaN;No4 Nallm're;ompml¢Vt¢ ll; C a ibm Irms ; Ell Imo 4:6% It � 9C lTk WC N mtl IN% lci���C1 m� � m hash om pstlos fESSIONALS" CHOICE fDR RESIDENTIAL RACKING tlma tial as ht mqs b, N NcdIN1!llmsmimNsl m ofm ltl sGmt Ims astl @shoisal iam ;hook m�19 hsm, and luo¢Voo, @� rr,NlpEms tl¢m�t'o om m9pllooPl ImiV� Igll9;ImpmPdlopaotlx1dm Ilaooioplims saolleosamtlsmmbc,lofimislmYNmmaafim, ImimpmtloslrIm BfSiINSiAIIAiIBNPNPfRIPNCf�CURBAPPE�I�CBMPIfiPSBlU116H�UNIRACSUPPBRi Iwo VRURRIPViAIIRNWIRNRVAIIIVRACNINCSRIuiIRRSRACoFINRINIIRINRINRIIIINCmhi ilsaim'sr PrMISI CHEmUNKe actural ProductsD E-CURB""SYSTEM PENETRATION SEALS Technical Data Guide i Polyether Technology CWo. 071213 CHEM LINK Products, LLC Diambuted by: BEST MATERIALS To Pk 800-4]4-]5]0 602-D2-8128 Fax 602-D2-8014 wvwv. Be4Materials. corn Email: Sales@BestMaterials corn Product Description E -Curb penetration seals replace old style metal pitch para with versatile, precast components and pourable sealants. CHEM LINKS E -Curb System can wally be installed In under 15 minutes and never requires flashing or mechanical attachment E -Curbs are designed for use on granulated modified bitumen, aspraltantl coal brB U R. (built up roofing). E -Curbs are specified for PVC EPDM, PID, andTPO single ply mound membranes. E -Curs are highly rsatile for sealing penetrations around solar panel punts, HVAC, EleMaI, and any type of structural supports. TPO Primer is mqulretl for use with TPO singleply roof membrane. When installed pmpetly, this system forms a tlurable, waterproof rubber seal around penetrations. An extended manufacture w rznty against Teals Is activated with submittal of completed wauanty and Special Characteristics • Rapid Installation-"ShImitIlgMwelghtcuro design reduces bsignificantly. • Excellent dh to most mofing material • No flashing or mechanicaltt M1 tmqu d • Service Temperature 40Ft 200F(40-CW93C) • 1 Parte accommodates movement and Is suggested for use on all granulated membranes and details with excessive movement • For sloped met applications, substitute Dura-ini non slump adhesive/sealant for 1 Fart and M-0® Restrictions • Do not apply bellow 30-F ( 1 °C) • Do not Install if rain Is anticipated within 4 hours • Do not use on Hypauon or smooth APP mourned bitumen membrane For smooth APP tomb down a target of granulated APP before tsbuation. • TPO Primer must be used for TPO applications. • Do not prime bonding subaces with asphalt primer' • Do not use asphalt cement as a" night sealant." UseM-1 for this purpose. • ELurle kits are designed to contain enough 1 Rat to nu each cut with displacement in consideration. Peter to our penetration calculator under contractor resounds at chemllnk am to verify volumes. Las[Revlson: 02/20/13 DocumentNo. L1350 E -Curb System Components E -Cur exterior rings, sbalghts, and comers. M-1 Structural Adhesive/Sealant used for bonding the E -Curb components, sealing and priming the penetration. 1 -Part "moisture cure' pourable sealer, used to On a tlurable, water tight seal around the mot penetration. E -Cur precast form components are composed of light weight nylon resinThe E Curb is 2 inches high tl is availabletyo shapes and Slz l bl ti b ted r pieces having inside diameters 13 4, 6 or 9 inches Corner pieces hating a 2-nch radius, and Bench straight pieces are also available to create larger sizes. The outer sundae Is Impervious to Ice corrosion , UV (ultraviolet) light and pondingwater M-1 Structural Adhesive/Sealant Is a tlurable, self - fixturing moisture cure mastic . Cartridges of M-1 are supplied In each E -Cut Kit Components are also sod separately. 1 -Part Is a highlyflexible self leveling moisture cure pourable sealer that eliminates mixing. It Is also 100% solid rubber, has a very low VOC content will not melt or shrink, and Is resistant to deterioration. D Is supplied In 10.1 -oz and 2Doz artegges or 2/2 gallon pouches. Unused sealant an be capped and reused fW Step 1 Remove all previously applied caulk, magic cement, asphalt, and other contaminants from penetrations with a wire brush Clean all smooth substrates with Isopropyl or denatured alcohol Brush away all gravel se granules Seal base of each penetration with A1. Coat penetrations with A1to3"above the roof line Step 2 Hold a section of E Curb flat side up, and apply a 1/4" bead of Al to the entire batch perimeter. Apply additional 1/4 bead ofM-1 down the center of section. De net teal the beads flat Placethe E Curb section on the roof surface to form a hail circle around the penetration(s). Pres down firmly until A 1 ounces from the outside edges Step 3 Appy A 1 to the second section of Curb as itsswibed above. Place the second as nor of curb on the root subsea to form a circle with the first section. Pres firmly In place until excess adhesive ecrudesfmm the outside edges Apply bead of M-1 around the outside bas of the installed E Curb and tool to form a smooth fillet For non E Curb penetrations seals, add A 1 to ssrcoint subaces and tool smooth. Step 4 Cut tip off 1Pau earrings at Boost point on plastic nozzle and pierce the foil seal. Inst Into caulking gun and pump E Curb full. Men using a 1Pau pouch, remove cap pour quee t excess air and reseal Not To provide adequate tied t bb l maintain a distance between penetrations antl inside edge of IL Curb All properties described Inthie document are derived fmmtesting conducted In laboratory conditions Pmpetuesand performance will vary depending on environmental conditions and application technique. Test and evaluate to determine appropriate usage. Ast www chemlink each for the Material Safety Data Sheet Technical Data Guides and full warranty for this product. LIMITED WARRANTY CHEMLIN/( Produce, LLC warrants this products pebormance provided it Is properly stored and appliedw imn1 year isnot satisfied return remaining product and purchase receiptfor refund orreplasment of product exclusive of labor or cost of labor. Thislsthe sole and exclusive remedy for defects or failure of this product. User must react and follow the direction of current Technical Data Guide and MSDS c orio product use. User determines suitability of product for intended use and assumes all acts Manufacturer shall not be lame for damages (including consequential or Incidental damages) In of purchase price w ce eepiwbere such exclusion or limitation is prohibited by state law THIS WARRANTY LIEU OFAsALL OTHER WARRANTIES, WRITTEN OR ORAL, STATUTORY, EXPRESS OR IMPLIED INCLUDING MY WSPR/WTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE except for the above express warranty given by manufacturer the product is sold with all faults CHEMOM( PRODUCTS, LLC SHALL NOT BE RESPONSIBLE FOR THE USE F THIS PRODUCT IN A MANNER To INFRINGE ON MY PATENT OR ANY OTHER INTELLECTUAL PROF HEIR BY OTHERS This warranty gives you specific legal rights and you may also have other rights In the U.S Date to state. For warranty claim Information, call 8008261681. WI CHEMLINK'� ..... rormoiiiid, u Report No.102393982LAX-002 Unirac, Inc Page 2 of 107 Issued: 11 -Apr-2016 Revised: 20 -Mar -2019 2.0 Product Description Product Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Brand name Unirac The product covered by this report is the Sun Frame Micro Rail roof mounted Photovoltaic Rack Mounting System. This system is designed to provide bonding and grounding to photovoltaic modules. The mounting system employs anodized or mill finish aluminum brackets that are roof mounted using the slider, outlined in section 4 of this report. There are no rails within this product, whereas the 3" Micro Rail, Floating Splice, and 9" Attached Splice electrically bond the modules together forming the path to ground. The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized with black oxide with a stainless type 300 bonding pin, torqued to 20 ft -lbs, retaining the modules to the bracket. The bonding pin of the Micro Rail when bolted and torqued, penetrate Description the anodized coating of the photovoltaic module frame to contact the metal, creating a bonded Ratings connection from module to module. The grounding of the entire system is intended to be in accordance with the latest edition of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems. Any local electrical codes must be adhered in addition to the national electrical codes. The Grounding Lug is secured to the photovoltaic module, torqued in accordance with the installation manual provided in this document. Other optional grounding includes the use of the Enphase UL2703 certified grounding system, which requires a minimum of 2 micro -inverters mounted to the same rail, and using the same engage cable. Models I Unirac SFM Eo 163.15 (20 Apr n) Mandatory Report No.102393982LAX-002 Unirac, Inc Page 3 of 107 Issued: 11 -Apr-2016 Revised: 20 -Mar -2019 2.0 Product Description Model Similarity NA Fuse Rating: 30A Module Orientation: Portrait or Landscape Maximum Module Size: 17.98 ft2 UL2703 Design Load Rating: 33 PSF Downward, 33 PSF Upward, 10 PSF Down -Slope Tested Loads - 50 psf/2400Pa Downward, 50psf/2400Pa Uplift, 15psf/720Pa Down Slope Trina TSM-255PD05.08 and Sunpower SPR -E20-327 used for Mechanical Loading Increased size ML test: Maximum Module Size: 22.3 ft2 UL2703 Design Load Rating: 113 PSF Downward, 50 PSF Upward, 30 PSF Down -Slope LG355S2W-A5 used for Mechanical Loading test. Mounting configuration: Four mountings on each long side of panel with the longest span of 24" UL2703 Design Load Rating: 46.9 PSF Downward, 40 PSF Upward, 10 PSF Down -Slope Ratings LG395N2W-A5, LG360S2W-A5 and LG355S2W-A5 used for used for Mechanical Loading test. Mounting configuration: Six mountings for two modules used with the maximum span of 74.5" Fire Class Resistance Rating: - Class A for Steep Slope Applications when using Type 1 Modules. Can be installed at any interstitial gap. Installations must include Trim Rail. - Class A for Steep Slope Applications when using Type 2 Modules. Can be installed at any interstitial gap. Installations must include Trim Rail. - Class A Fire Rated for Low Slope applications with Type 1 or 2 listed photovoltaic modules. This system was evaluated with a 5" gap between the bottom of the module and the roof's surface See section 7.0 illustraction # 1 and la for a complete list of PV modules evaluated with these racking systems Other Ratings NA Eo 163.15 (20 Apr 17) Mandatory Certificate US 82160015 01 License Holder: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Manufacturing Plant: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Test report no.: USA- 3144 0029 005 Client Reference: Tom Young Tested to: UL 2703:2015 TUV Rheinland PTL Certified Product: Module Rack Mounting System License Fee - Units Model Designation: SolarMount (SM) 7 Max System Voltage of PV Module: 1000 VDC Max Size of PV Module: 20.8 sq.ft. surface area Max Overcurrent Protection Rating of PV Module: 30 A when using the qualified grounding lugs; 20 A when using the Enphase micro inverter EGC. Fire Rating: Class A when installed with Type 1, Type 2, Type3, or Type 10 fire rated modules. (continued) 7 Appendix: 1, 1-5 Licensed Test mark: TUVRheinland Date of Issue (day/mo/yr) 27/07/2016 TOV Rheinland PTL, LLC, 1107 W. Fairmont Drive, Building A, Tempe, Arizona 85282, Te .. . .... .. ... G� t�elaaavpagw &.- vva tntertek Total Quality. Assured. AUTHORIZATION TO MARK (This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Unirac, Inc 1411 Broadway Blvd NE Address: Albuquerque, NM 87102 Country: USA Standard(s): Klaus Nicolaedis Contact: Tom Young Product: 505-462-2190 Phone: 505-843-1418 FAX: NA klaus.nicolaedis@unirac.com Email: toddg@unirac.com Manufacturer: Cixi Emeka Aluminum Co. Ltd Address: Country: Contact: Phone: FAX: Email: No. 688 ChaoSheng Road Cixi City Zhejiang Province 3153 C" of China Jia Liu Robin Luo +86-15267030962 +86-13621785753 NA jia.liu@cxymj.com buwan.luo@cxymj.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA U.S.A. ,,....�.._ Control Number: 5003705 Authorized by: 1 U&� /00 �� e-00" for Dean Davidson, Certificati 2rmanager CM US t1sTP-o Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued: 9 -Apr -2019 ED 16.3.15 (20 -Apr -17) Mandatory Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat - Standard(s): Plate Photovoltaic Modules and Panels UL 2703: 2015 Ed.1 Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev Product: PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Brand Name: Unirac Models: Unirac SFM ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued: 9 -Apr -2019 ED 16.3.15 (20 -Apr -17) Mandatory STEP 4 Article 220.82 (B) (3) Electric Clothes Dryers STEP 5 Article 220.82 (B) (3) Electric Ranges 5,760 W Col C demand 8000 or Number of appliances Cooktop Col B demand Residential Optional Calculation 9/25/1997 Freedom Solar Col B demand Oven(s) M. John Shkollk Version 2011 L Number of appliances 0 Dem. Factor STEP 1 Article 220.82 (B) (1),(2) 0 0 selectWWI Durando, June sq.ft 0 01 1071 General Lighting load 3,213 VA 0 4085 Fenton Ct 0 0 0 3 Small Appliance 4,500 VA Wheat Ridge CO 80212 A 2 Laundry circuit 3,000 VA Neut. load (720) 532-6022 Gen.Lgt, Sm App.& Laun. Load 10,713 VA 9/16/202012:29 STEP 2 Article 220.82 (C) Q General lighting, Sm. Appl. & Laundry 10,713 VA A/C Condenser & Fixed Electric Space Heating QTY Total 1 4ton 1W 5,700 VA AHU 1 5kw V 5,800 VA 1 V Heating Load 4,050 VA A/C #2 v VA AHU 2 Select V VA Qty V CU Load 6,500 VA A/C #3 V VA AHU 3 Select V VA QtY V A/C #4 V VA AHU 4 Select V VA Qty v Electric Space Heat @ 65% <4, 40% >3, vs. A/C 100% 6,500 VA A/C #5 V VA AHU 5 Select V VA Qty V STEP 3 Article 220.82 (B) (3) Appliance Demand Load 4,820 VA GAS V 1 Water Heater VA 1,600 VA V 1 Refrigerator 1,600 VA Dryer Demand Load VA 1,000 VA V Freezer VA 1,030 VA v 1 Dishwasher 1,030 VA Range Demand Load VA 690 VA V 1 Disposal 690 VA 400 VA V 1 R / Hood 400 VA Service Demand 18,713 VA 1,100 VA V 1 Microwave 1,100 VA ❑ 4,000 VA V Microwave VA Demand Load 78 A 170 VA V Mini Refrig VA ❑ 400 VA V Wine Clr VA Neutral Demand 62 A ❑ 5,000 VA V InstaHot VA 1,500 VA V Ironing Center VA Min.Service Req. 100 A select Jacuzzi Tub VA ❑ select . Sprinkler Pump VA Min. Feeder size 4 ❑ select . Well Pump VA Min. Neutral size 6 select Fountain Pump VA Eq. Girding Cond. 8 select Elevator VA E:1 Copper Pool Equip. Panel VA Apply Demand ❑ VA No Demand ❑ VA No Demand Total Appliance Load 4,820 VA STEP 4 Article 220.82 (B) (3) Electric Clothes Dryers STEP 5 Article 220.82 (B) (3) Electric Ranges 5,760 W Col C demand 8000 or Number of appliances Cooktop Col B demand ❑✓ Check Box for Gas Range Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dem. Factor Cooktop & Oven Demand Load Pool Panel Feeder Calculation Continuous Motors Non -continuous Spa heater 11 kVA Pool heater 3.5 ton Pool heater 5 ton Pool Light select 1W Blower select other load other load ❑ Min.Cc er Pool Feeder 0 0 0 0 0 0 (See Note) ...... ...... ..... ...... ❑ 240v ❑ 240v ❑ 240v AWG A B select N 0 0 0 0 0 0 0 0 W 0 0 selectWWI 0 0 [_]240v 0 01 0 0 0 0 0 0 0 0 0 0 A A A Minimum Panel Rating A Phase Amperes I Neut. load Continuous Motors Motors ❑ 240v ❑ 240v ❑ 240v ❑ 240v ❑ 240v select W ❑ 240v select 'r E] 240v select W E] 240v selectWWI [_]240v select W ❑ 240v Non -continuous 0.0 Motor Neutral Load ILAFM11Ii1:MffIi -:104IMMM1[5eFre Motors ❑ 240v ❑ 240v ❑ 240v ❑ 240v ❑ 240v select W select W select W select W select 1W 0.0 Motor Neutral Load ILAFM11Ii1:MffIi -:104IMMM1[5eFre 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: lit p i Job Address: U 9 r �1K iCN-� G"i{ Permit Number: 20 06 -7673 �-10 To b CAS bT�� �I,,No one available for inspection: Time AM M Re -Inspection required: Yes No When corrections have been de, call for re -i pection at 3b3-234-5933 Date: /;7/R- Inspector: DO NOT REMOVE THIS NOTICE 3011ON SIHl 3A0l1V3tl ION OO :aoloadsul ' /C� 'a}L,Q ££6S-ti£t-£Q£;e uo�;oad ►-aa ao{ ❑eotSE)),)'p9jinbaj uaaq aney suo►;oaaaoo uayM„ ON uoi}oadsul-aH WdjNy _ awil :uoijoadsui aol apup-no auo oN`* UnI ct " Cdllr-� o v'� (X( :aaquanN Iivaaad o, ► (,1 r :ssaippd qor :auoiloadsul 331ION N01103dSNI xe-J 6E69 -LEE (EOE) • aq!JJo 559E-5EE (EOE) aull uo►loadsul ££69-ffe (£0£) uoisinia uoi}oadsul 6uiplm8 , 3oam 1V3HM =10 A113 �< �- <. • Lr vtc�MENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303- 234 -5933 Building Permit Number: CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303 - 235-2855) APPAUCA TION Property Owner: T,, e Property Address: ysq S'.S i en 2' -n s' Contractor License No.: /,7/ g- :Z, Phone J'- �/A -L 1 G Phone: S3 y © r — 5; OIVM R CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGRBWMgr I hearby certify that t�o` setback distances proposed by this petaut application are accurate, and do not 3iolato applicable ordinances, m1c, or regulations of the city of Wheat Ridge or covenants, easeaterats 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 applications and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pemnit (OWNERXCONTRACrOR): SIONED �„ v �TB Construction Value: 7 dcv Permit Fee: Plan Review Fee: R �Gn j Total: �= Description: /'t /GC "f A L/" Approval: Approval: Occupancy: Walls; Roof: Stories: Residential Units; Electrical License NO: Plumbing License NO: ' Company: Mechanical License No: Company: Company: Expiration Date: Expiration Date: Approval:, Approval: Expiration Date: Approval; (1) . This pemut was issued in accordance with the Regulations and Buil ' Code of Wheat Midge Prowra sot forth applicable and is subject to the laws of the S thag , Colorado do or any other applicplic ablble e o ordinances of the City, tat' of Colorado and to the Zoning (2) abandoned permit shall expire if (A) the work authorized is not commenced within aba¢doaed for apaiod of 320 days. sixty (60) days from issue date or (B) the building authorized is suspended or (S) If th petrr4t expires, a new pemrit may be acquired for a fee of one -half the amount noo ally required, provided no changes have been or will be made in j the original plans and spea'ations and airy suspedsion es abandonmenthat not exceeded one (1) ysar.. Uchange have bean w if suspension or abandonment exceeds one ( full fens shall be paid for a newpormat. (4) Noworko fmymwterahpllbedomthatwill chagge the nature 'low of water causing a drainage problem ( Contractor shall notify the Building inspector twetatyfuur (24) hours in advance for all iusped4osu and shall receive written approval on inspection card before proeoading with auccessivephases ofthejob ( The issuance of a pemsst or the approval of drawings and 3pecifica40ns shall not be construed to be a perm Car; nor an approval of, any violati on of the Provisions of the buildmgcodm or my other ordinance, law, role erregulation. Chief Building Inspector ~ ""."'"''!''''''''''''1'l'1''~r'r''''''"'''''''''T''''' ,,' ,,' ,~" '_''''''''"'''''"'"'~''U~7'''~'" """'" '"",,"ry~_" ,U """"'" """"""""'" """"""'''''''''fo/'1J.l!!~,., ""'" U!lI!l!!III~. ." .., City of Wheat Ridge Residential Roofing PERMIT - 070905 PERMIT NO: JOB ADDRESS: DESCRIPTION: .07.09.05 4.085 FENTON CT t/.o 2 layers, install 14 sq. ISSUED: EXPIRES: 3.0 year Tamko +flat .08/27/2.0.07 .02/23/2.0.08 roof *** CONTACTS *** 3.03/289-35.0.0 3.03/421-8533 Dave Lytle, Roy Aust June Durando .01-72.02 Stahl Roofing Inc. gc owner .. PARCEL INFO ZONE CODE: SUBDIVISION: .. UA .0426 USE: BLOCK/LOT#: UA .0/ Permit Fee Total Valuation Use Tax .. TOTAL ** ESTIMATED PROJECT FEES 162.9.0 ..0.0 1.0.0.8.0 263.7.0 5,6.0.0..0.0 ** FEE SUMMARY ** Comments: Subject to field inspection shingles mustb~ 6 nailed I hereby certlfythatthe's&tback 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.-.nd alle9~tions made are accurate; that I have read and agree to abide by all. conditions printed on this appli~ationandthat ~assume full responsibility for compliance with the Wheat Ridge Building COde (I.B.C) and all other applicable Whea dgeOrdi for work under this permit. Plans subject to field inspection. ~7. Signature 0 C to 1. This ,permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration dat~. An extension may beg~anted at the discretion of the Building official. 3. If this permit expires, anew permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new permit. 4. No work of any manner shall, be done that will change the natural flow of water causing a drainage probl-em. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance ofa permit or the approvof drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of visions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to pections. Signature of Chief Building offi date INSPBCTION RBQUBST LINK. (3.03)234-5933 BUILDING OFFICE: (3.03)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division ,e 7/ q.3 7500 w. 29th Ave" Wheat Ridge, CO 80033 Offir..e: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: Plan #: Permit #: Building Permit Application Property Address: #Jtf""'\ /;..Aq!W '- Jf-; Property Owner (please prinf): J~,c LJI/mJ. LLJ/J Mailing Address: (if different than property address) -K/J. ~ Phone: '-/) /. 55.3.3 City, State. Zip: 'l'dJ'\~ & JhM-rr Io(~ t" n,u%M S-r (14; . ?~33 Address: Contractor: ,~J"J ~'Y}J' ::I:nc.. Contractor License #: /~t)~ 79..JO E. 8'lr".Av~- #1) HF"",t.LYJJ'f. Phone: ...3CE..:tSCiJseD Sub Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Approval: Exp. Date: Approval: Exp, Date: Approval: Use of space (description): Description o~rk: L. 7Car off ~ ,< ayefS c:r 19Sf'k:tif 7'0 7k dec,K'~..r~ / ~tY J~ ..b t;r ~u-.ij.." s-f,.'1t1y Sq, FtALFt added: S!luares BTU's Gallons .:2A/cludeS' ~& t<<17d.d~CJIl <7"d ~-r ~ Construction Value: $ (as calculated par the Bu/_g aJuatlon Data shaat) Plan Review (due allime of submittaQ: $ NS; Amps 4Jzf'~ 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 the Wheat Ridge 8uilding Code (J.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C1RLCE ONE:: PRINT NAME: (~R) (CONTRACTOR)_ or PERSONALREPRE~TNE~ER) (CON~TOR) ;Z; ~ >7V .~~} SIGNATURE: '<1 ~ Date: P/.?7 C?'7 . ',. I ( DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUSl..1C WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Revtewer: FIRE DEPARTMENT:: 0 approved wi comments 0 disapproved 0 no review required I Bldg Valuation: $ OCCUPANCY: ! DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10737 6/23/2000 Property Owner: Property Address: 4085 FENTON CT Contractor License No.: 17152 Company: Precise Plumbing OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 421-8533 Phone: 5340881 (OWNER)(CONTRACTOR) SIGNED DATE Total: $455,00 $23,50 $0,00 $0,00 $23,50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 8Qree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge on:linanees, for work under this permit. Use: Description: REPLACE WATER HEATER, READY FOR INSPECTION BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval : Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date: Approval: Expiration Date : Approval : This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid fOr a new permit. (45) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. () Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before ftroceed ng w~h successive ph..es of the job. (6) The I ce7fla it or the approval of drawings and specifications shall not be construed to be ape' royal of, any violation of the provisions u I r any other ordinance, law, rule or regulation. ty) (~_. ;t: Chie/ BUildingtYnspector (1) (2) (3) ~., ~ ~,""",-r--.~ ~ ',1' l.(C);", .; ".<?,y- Y(:' : '1 "() ) 'o,%> rdf:, / ($)_"" DEPARTMENT OF PLANNING AND DEVELOPMENT SUILDING INSPECnON DIVISION. 235.2855 . CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEA T RIDGE, CO 80215 Building Permit Numeer ; Date;' Property Owner : Property Address : Contractor License No.: / 7/ r2. Company: ,P/"#'c.iS-4!.. //v", f,',,?.:z;.c....- J"nCR. <1-rA.7A> 'f C' \?' c;- r"" /f .f<7/f .,;, G-- Phone: If;;i,l- ",}-'S';3 3 /3.3) Phone: FYI"-c"~ / - " OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: If?~ Permit Fee: .1.i S'"o Use Tax: :;'''-''.$ fe>.~n I hereoy certify rhatll1e .eIDade dialllnca __ Dy lhis _ ~~ Cltion a.. a_. ana dO not YIOlera a_ble 1l/'lIIne...... .- or ~ 01... CiIy 01 WIIur RIdge or COYeNInta. aalell1entl or ...1IlCIiOne of __II ___ -. ana .Ileg-~ IS I'm-..,. eccura..: lhet 11le.. ..~:: ~. Dy II COl 1IiI;~ 16"'- on lhis " epploCelion. ana lhet ,_ fvlI for co., . _ _.... WI.- RIdge lIuIdIng , Code (U.S.C., ana.._ a~pli~.* WI.- _..-. for_ _lIlia ~ (OWNER)(CONTRACTOR)~/GNED-4' ,~"..,/'"~ DATE ,'. Description: r.e/,hc~ u1o""-'r 4".4>0 -t'.-,.. .I r~''''~ rt"'or 1'/1~_t ,(,'0"" TOCa/:::lSSO, BUILDING DEPARTMENT USE ONLY ~.:'!tu' ~:!.1:.m:..i- Approval : Zoning: ~ _'J.JJ'~~'). ~:"':Ji',-L Approval: .~.~~...~:~ Approval: Occupancy: Waifs: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company:' Mechanical License No : Company: Expiration Date: A.pproval : .3 (P.lll18R1qurriKf~ Expiration Date: Approval: ~ :. P(Iha RiArulJwd'.~ :J Expiration Date : Approval: .~ (1" nus D8nm was "SUed ." ac:con:talnce WIcrt IN PfOYIIIOnI.et Ionn In YODUf aQI:IICaDOn .no IS aua,ea ., Ihlt .. 01 the Stale of CoIotacIo ana ID III'lGning ReguiatlOns ana 8wlClang CoG. 01 Y\1'1elr Rage. Co:craao or any orner 'DI*CI* oraanancea ot ttIa City. :2) This DetTnrr snail IXcwe" (AI en. wotX 'U1nOnZecllI nor commenc:ea WlDWlIIXfY (ISO) daya trom &UUI eII"0I(8)'" buddang 'u&fIOl'IZeCIlS 'ut~.I1CIedOf abanClonea for I DenClO ot 12D dava. (3). II UUt permn ..rona.' new '*""" may Dl8CQUnCI fDr"HoIone-taM'tneamounl normaIr ~ IWCMCMCfno cnano- nave... or... be ""'..Ihlt onQIft8l ",.n. .no apeaboona and any IUIMftIIDn 01 .u.~.ntm nil nor. t 1 41.2 one (1 J)'eW'. If CftMgM .. ,.... or if IUIClIftIIOn Of aw......._.1 UCMOI on. 11) YUI. Iutr ,... IftIII tMt MID fat. new D8I'IM. (4) No wonc 01 any manner SI'lI" tie dOne N'''' CftInc)I IN' nalUral now otwa. causmq I CllaIl'tl9' PfOblIm. :5) Connaor snail nobty tne 8ultClltl9 InlDeClOr twenry.tour (24) nout1; an .avlnce ff2' IlIrnlpectJOftl and IhII ~ wnaen IDPfOVIII on Il'tICJeCDOft c:anr DIIDrw ptoc:eeaung WIIn SuccaSSNe Clftlses Of me 100. :I5J The Issuance Qt a Demwt 01' tne apDf'OVl1 ot Grawln9s 1M soeaftcabOns snail nor De CDns~ 10 De . Detmn for. not an 'pe)1'DY81 01. any vteXlDOn oIlnelJftMaeOna of tne OUllal"; axles or ~nv OU'l.r oraJt1~noe. taw. f\j;e Of te'9u&1bOn. Chief BUilding Inspector ,. . ,d< For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR ANDMA YOR ' CALL: 234-5933 24 HOURS PRIOR TO INSPECTION