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HomeMy WebLinkAbout4350 Pierson Street1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202001158 PERMIT NO: 202001158 ISSUED: 07/16/2020 JOB ADDRESS: 4350 Pierson St EXPIRES: 07/16/2021 JOB DESCRIPTION: Residential rooftop PV solar installation, 5.76kW, 18 panels, no structural. *** CONTACTS *** OWNER (303)335-7191 CARTER CHRISTOPHER A SUB (612)208-4436 GRAHAM WOOD 202108 FLUENT SOLAR LLC SUB (970)667-2361 MICHELE RUTT 202306 LEADING EDGE ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00 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 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by m si nature do hereby attest that the work to, be performed shall comply with all accompanyin approved plans and specificationsapplicale uilding codes, and all applicable munical codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorize to obtain this ermit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include al entities named within this document as parties to the work to be per ormed and that all work to be per ormed 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 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 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 requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1* � � i City of Wheat Ridge �� Residential Electric PERMIT - 202002512 PERMIT NO: 202002512 ISSUED: 12/04/2020 JOB ADDRESS: 4350 Pierson St EXPIRES: 12/04/2021 JOB DESCRIPTION: Electrical service upgrade - 200 amps *** CONTACTS *** OWNER (303)335-7191 CARTER CHRISTOPHER A SUB (612)208-4436 GRAHAM WOOD 202108 FLUENT SOLAR LLC SUB (970)667-2361 MICHELE RUTT 202306 LEADING EDGE ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 41000.00 FEES Total Valuation 0.00 Use Tax 84.00 Permit Fee 109.20 ** TOTAL ** 193.20 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2018 IRC & 2020 NEC . Subject to field inspection. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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�permrt. I further attest that I am leg ally 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 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 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 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 requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. A 41 City of W'h6atp, idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: � ( 35b P��rso� S� 9CO33 General Contractor: 6 l oev A 50 (Ov- FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION / hh /1 Company Name: Contact Phone #: o y 6 ~ � `9 `y Wheat Ridge Contractor License #: 3 d (required field) State License #: f c obo Iy Master License #: 2 S 8� 4 1 96-bE LC- L -R - Printed Name of Authorized Agent Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:. Job Address: Permit Number: ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Yes "No: When corrections are complete, schedule re -6 1* � � i City of Wheat Ridge �� Residential Electric PERMIT - 202002512 PERMIT NO: 202002512 ISSUED: 12/04/2020 JOB ADDRESS: 4350 Pierson St EXPIRES: 12/04/2021 JOB DESCRIPTION: Electrical service upgrade - 200 amps *** CONTACTS *** OWNER (303)335-7191 CARTER CHRISTOPHER A SUB (612)208-4436 GRAHAM WOOD 202108 FLUENT SOLAR LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 41000.00 FEES Total Valuation 0.00 Use Tax 84.00 Permit Fee 109.20 ** TOTAL ** 193.20 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2018 IRC & 2020 NEC . Subject to field 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 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�permrt. I further attest that I am leg ally authorized to include 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 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 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 requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Thursday, December 3, 2020 4:39:55 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). 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. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 4350 Pierson Street Property Owner Name Christopher Carter Property Owner Phone 303-335-7191 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Fluent Solar LLC Name Contractor's License 202108 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 619-208-4436 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email jhowland@fluentsolar.com Address Retype Contractor jhowland@fluentsolar.com Email Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 200 Location of work House - same location (garage, house, etc) Provide additional N/A details, if needed. Project Value (contract 4000 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. 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. Person Applying for Jenalee Howland Permit Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Monday, November 9, 2020 12:12:17 PM Revision to Permit Application Permit Number 202001158 assigned to project PROPERTY INFORMATION Permit Number 202001158 Property Address 4350 Pierson Street Property Owner Name Christopher carter Property Owner Phone 303-335-7191 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email chris.carter@aristocrat.com Address CONTRACTOR INFORMATION Contact Name Fluent Solar Contact Phone Number (enter WITH dashes, eg 303-123-4567) 14mm 619-208-4436 jhowland@fluentsolar.com Retype Contact Email jhowland@fluentsolar.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, MSP upgrade at UM, cant get to interior panel adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Christooher Carter Enaineerina 9-29-20.odf No Christopher Carter Enaineerina 9-29-20 1.2df 26000 Electronic Payment Form - Revised 5-1-20 Fillable 202005011620013849.Ddf 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. 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. Person Submitting Jenalee Howland Revision Email not displaying correctly? View it in your browser. WCONSULTINgA Scott E. Wyssling, PE, PP, CME Fluent Solar, LLC 3400 N 1200 W Suite 204 Lehi, LIT 84043 To Whom It May Concern: Wyssling Consulting 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com September 29, 2020 Re: Engineering Services Carter Residence 4350 Pierson Street, Wheat Ridge, CO 5.760 kW System Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Fluent Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Fluent Solar and will be utilized for approval and construction of the proposed system. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of truss system with all chords constructed of 2 x 4 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug -Fir #2 or better with standard construction components. The existing roofing material consists of rolled roofing. Photos of the dwelling also indicate that there is a permanent foundation. A. Loading Criteria Used • 120 MPH wind loading based on ASCE 7-10 Exposure Category "C" at a slope of 8 degrees • 7 PSF = Dead Load roofing/framing Live Load = 20 PSF • 3 PSF = Dead Load solar panels/mountina hardware Ground Snow Load = 30 PSF Total Dead Load =10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the 2015 International Residential Code. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. Page 2 of 2 B. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Unirac Installation Manual', which can be found on the Unirac website (htto.-Aunirac.com). If during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug -Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 'h" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed no greater than 48" o/c. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2015 International Building Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly your Q Scott E. Wyssli , PE Colorado License N 7 W CONSULTING IISCOPE OF WORK: FLUENT SOLAR INSTALL THE PROPOSED GRID—TIED PHOTOVOLTAIC SYSTEM. FLUENT SOLAR WILL BE RESPONSIBLE FOR COLLECTING THE NEEDED SITE INFORMATION TO DESIGN AND INSTALL THE PROPOSED PHOTOVOLTAIC SYSTEM. THE PHOTOVOLTAIC SYSTEM INCLUDES: ( 18 ) HANWHA — Q.Peak DUO BLK—G5 (320w) (CS -1) ( 18 ) ENPHASE — IQ7-60-2—US (CS -2) ( 1 ) ENPHASE — X—IQ—AM1-240-3 M (CS -3) TITHE MODULES SHALL BE FLUSH—MONUNTED USING APPROX. ( 41 ) Quick Mount PV #QMLSH MOUNTS ON UNIRAC 310168D RAIL .�A City of `f Idle COMMUNi"YY [7EVflt71'MENT APPROVED Reviewed for Cade Compliance Z�w 11.11.2020 Plans Examiner Date Validky of oermR: The isswtrxe Of o permlt or opproMal of plans spe 4 aottons and compurat7ons shaA not be o permit fnr, or an approval of, any veofabon to any of the provisions of the building code or of ajW My ardinarxes. Permits presurrung to give authority to v!olate or cancel the pra sons of dile Yalta" codes or other ordtnoMf of the City shaft not be vwftad THE E INTERCONNECTED BY P E RF R M I N G A PV BREAKER INTO E NEW 200 A MAIN SERVICE PANEL 116011F_\10 1111001:I_11 1,[Nto] 1]15 • MODULE INSTALLATION • OPTIMIZER INSTALLATION • INVERTER INSTALLATION • MOUNTING AND RACKING INSTALLATION • AC/DC DISCONNECTS • GROUNDING AND PV GROUNDING ELECTRODE AND BONDING TO EXISTING GEC • SYSTEM WIRING • NET METERING (IF NEEDED) • PV LABELS (THAT ARE APPLICABLE TO PROJECT) 91 +10. r ASCE 7-10 WIND SPEED:1120 MPH, EXPOSURE CATEGORY C GROUND SNOW LOAD:130 PSF, EXPOSURE CATEGORY C GENERAL NOTES 1. EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT PER MANUFACTURER'S REQUIREMENTS. ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CANNOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. 2. ALL PLAQUES AND SIGNAGE REQUIRED BY NEC 2017 SHALL BE METAL OR PLASTIC, ENGRAVED OR MACHINED IN A CONTRASTING COLOR TO THE PLAQUE/LABEL. ALL PLAQUES/LABELS SHALL BE UV & WEATHER RESISTANT (SEE PV -2). 3. DC CONDUCTORS SHALL BE RUN IN EMT AND/OR MC (METAL CLAD CABLE) AND SHALL BE LABELED A MINIMUM OF EVERY 10' (SEE PV -2). 4. EXPOSED NON—CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A). 5. CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER VOLTAGE OPERATIONAL RANGE. 6. ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND BE WEATHER/SUNLIGHT RESISTANT AND CANNOT BE HAND—WRITTEN 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. 8. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF—MOUNTED SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. NEC 110.2 — 110.4 / 300.4 9. ALL PV METERS TO BE WITHIN 5' OF ANOTHER. 10. PV METERS TO BE INSTALLED CORRECTLY, SUPPLIED FROM THE TOP JAWS. 11. ALL ROOF PENETRATIONS MUST BE FLASHED. SIMPLY CAULKING DOES NOT SUFFICE. 12. ALL DC CONDUCTORS RUN INSIDE OF THE STRUCTURE SHALL BE INSTALLED A MINIMUM OF 18" BELOW THE ROOF DECK. 13. ALL WORK SHALL COMPLY WITH THE 2015 IBC AND 2015 IRC. 14. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE. 15. EQUIPMENT MAY BE SUBSTITUTED FOR SIMILAR EQUIPMENT BASED ON AVAILABILITY. SUBSTITUDED EQUIPMENT SHALL COMPLY WITH DESIGN CRITERIA P LrSc1f (�45� SS,O......��j ,, NAS CONTENTS: C-1 3 COVER PAGE PV -1 SITE PLAN PV -2 ROOF INFO PV -3 SITE PHOTOS • E-1 3—LINE DIAGRAM E-2 N LABELS E-3 % ELEC. CALCS M-1 0 I MOUNT M-2 MOUNT CONT. EQ -1 EQUIPMENT EQ -2 EQUIP. CONT. EQ -3 EQUIP. CONT. EQ -4 EQUIP. CONT. EQ -5 EQUIP. CONT. CS -1 MODULE CS -2 INVERTER CS -3 OPTIMIZER/COM PL -1 PLACARD IN -1 o INSTALL NOTES 0-1 I OFFICE USE izluent 5 O E A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 COVER PAGE *EQ1-5 PL -1, IN -1, AND C 0-1 ARE PER REQUEST OF PV SOLAR INSTALLER* 3 1 O M N _ N v N % W 0 I N ) �, W J M N p� N M o N N ® IL IL o 1 X X Q o = u°, I pr N En vi Uj Y C3 X M N W co I 1 v of W Q N U o Z 0 w N 3 Z M Z Q a M a w Fn Q = w Z Ld ..� .. w o 1o w w ~ (n v V v u u lY of ii ? o 0-)c� z w Ldch af w 0 n LL. � a) o � Ld U 4 3:C) 000 � X w cii r w a' N z r Q Z Lv(� Q Q 0 NU o :2V)Q 0 J U �_ fr Ld J o V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 COVER PAGE *EQ1-5 PL -1, IN -1, AND C 0-1 ARE PER REQUEST OF PV SOLAR INSTALLER* LEGEND: uM =UTILITY METER MSP =MAIN SERVICE PANEL =AC DISCONNECT TRUE NORTH COM =COMBINER PANEL 1n 3 M L 0 N 1n U N m v N .. ... W m n U N a Y U M W J m N O N D] 7 36" FIRE OFFSET ® > Q N g a x N s¢ D O x vv r O _ t Y O O - x (N) PV MODULE EQUIPPED W/ (1) ..... ¢ w r w Z < MICRO -INVERTER PER MODULE (E-1) UOf a w 3 A N ¢ o 1.1 MSP�M coM N fn m Z 0- d Q U_ W Z FF- W Z Y 0_ Z O fjm j D O DO (If Y m N v O o w O w Z CIRCUIT #2 (E-1) CIRCUIT #1 } Z O CD z (7 � a O w W cL � !n of Z Ld� 0 a K)w of U o LL w < m 0 m X di 0i r di a z r ¢ W U ¢ N O Z ¢ PV -2 PV -2 PV -2 GENERAL NOTES: • VERIFY ALL OBSTRUCTIONS IN THE FIELD. • VERIFY ALL DIMENSIONS IN THE FIELD. HATCHED AREA WILL PROVIDE A • EXISTING ROOF RAFTERS OR TRUSSES 2X4 @1240.C. PER SITE SURVEY MEASUREMENTS. 3' OR 18" FIRECODE PATHWAY • PROVIDE RAIL SPLICES AS REQUIRED BY MANUFACTURER'S GUIDELINES. • NO SIGNIFICANT SHADING WILL RESULT FROM EXISTING ROOF OBSTRUCTIONS. TO COMPLY WITH IFC 605.11.3.2.1 • PV MODULES CANNOT BE INSTALLED OVER OR BLOCK ATTIC VENTS, PLUMBING VENTS, FURNACE OR WATER HEATER VENTS ETC. • ROOF MOUNT SOLAR SHALL NOT EXCEED THE PITCH OF THE ROOF IN PUEBLO CO • WHERE INDICATED ON PLAN, MIN. DIMENSIONS ARE REQUIRED PER THE "SOLAR PV INSTALLATION GUIDELINE" PUBLISHED BY THE OFFICE OF THE STATE FIRE MARSHAL. • SCALE 3/32"=1' Fluent S O L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 SITE PLAN PV -1 3 M 0 N 1n U N v N > W n U N a Y U M W J m N O N D] 7 N ® > Q N g a x N s¢ D O x vv r O _ t Y O O - x > m 1n m ¢ w r w Z Lo = UOf a w 3 a = N ¢ o 1.1 N fn Z ¢ Z 0- d Q U_ W Z S W Z Y 0_ Z O fjm j O DO (If Y m N v O o w O w Z D } Z O CD z (7 � a O w W cL � !n of Z Ld� 0 a K)w of LoU o LL w < UU 0 X di 0i r di a z r ¢ W U ¢ N O Z ¢ Z Of N U D H N 0 Q O0 N0 U Q O Of H W J � � O O H N U DESIGNED BY: SB DESIGNED ON 9/29/2020 SITE PLAN PV -1 6 A SIDE VIEW MAN rmi ATTIC INFO NOT TO SCALE *# OF ROWS MAY DIFFER SHOWN 3 DRAWN FOR EXAMPLE DIAGRAM* PREFABRICATED TRUSSES SI ZE: 12X4 SPACI N G:124 ROOF INFO IN INCHES TAG ID ROOF HEIGHT: 49 A ROOF FACE SPAN: 351 B ROOF LENGTH: 696 C ROOF TILT: 8 D B�Ew 2'-4" MAX CANTILEVER VAULTED CEILING PV ARRAY STRUCTURAL INFO 3 TOTAL PV MODULE COUNT: (TOTAL NUMBER OF MODULES BEING INSTALLED) 18 MODULES APPROX. ATTACHMENT POINTS: (ROUND UP (TOTAL ROWS WIDTH) / (MOUNT SPACING)) +2 41 MOUNTS INDIVIDUAL ARRAY AREA: (MODULE LENGTH) X (MODULE WIDTH) 18.17 Fr2 (INDIVIDUAL ARRAY AREA) X (TOTAL MODULE COUNT) = TOTAL ARRAY AREA: FT\2 327.02 FTA2 TOTAL ROOF AREA: (ROOF AREA TOTAL) = FT^2 1556.9 FTA2 % ARRAY/ROOF: (AREA AREA) / (ROOF AREA) = % 21.0 X TOTAL ARRAY WEIGHT: (TOTAL MODULE COUNT) X (MODULE WEIGHT) = LBS 742.14 LBS TOTAL DISTRIBUTED LOAD ON ROOF: (TOTAL ARRAY WEIGHT) / (ARRAY AREA) = LBS / FT^2 2.27 LBS / FTA2 (TOTAL ARRAY WEIGHT) / (TOTAL NUMBER OF LOAD ON EACH MOUNT ATTACHMENTS) 1810 LBS / ATTACH. ASCE 7-10 WIND SPEED: 120 MPH, EXPOSURE CATEGORY C GROUND SNOW LOAD: 30 PSF, EXPOSURE CATEGORY C V) 0 K"o�,;�,� cj .�o / 2 '7545� �42 S/ONAL �C GENERAL STRUCTURAL NOTES: THE FOLLOWING CALCULATIONS ARE INITIAL CALCULATIONS BASED OFF OF THE SITE SURVEY INFORMATION, AND THE EQUIPMENT CUT SHEETS. REFER TO STRUCTURAL LETTER FOR FINAL CALCULATIONS, SNOW AND WIND SPEEDS Fluent ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 ROOF INFO PV - 2 3 1 O N � U v _ N v ^ CV > W Y CD 1 V) 0 w J m N p N m ._. O N N 1 0 1 Q x x N Y I p O _ 1 N pr N uj 2 Y d X m N W I W Q NCL U W Z O IiJ Z Q N Fn 2 w Z > U Z Ld .-... '-Nw H m O F- co 1O cc) .� o LL - w N vUx `. u v w w a ~ Z o z 0 .0 w 11fw Ow ()f Ld a 0 n w —j � CU oU O � LLJ0 Ld U oo X W :2 0i (/) 5-: F- Lj F- L N Z O 5-: Z Q Z LSI Of Q F- F- U Q F- Q V) O J U H of LLI J :2 F- 0 H V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 ROOF INFO PV - 2 t data s eeF.-tu—c ticlns and �i;h�rrla fir ng Diagrams N 4 n17ERTw7r my Of UAJN LUG 2 POLE TYPE PCISIT[ION L"E RAIU SE dcf lb e r UI % 'yl] NAPP"aL Mtiba-., ,�� v •� M (FALL) I HSTALLEA) LITE t NEUTRAL AND CW iPUEN T �7 � I s ; rfurtaln� FEEQ THRUIUGH LUD ❑_ F [_] � W i 0 200AWP M9 FEED E THR9UGH LUGS r W SINGLE LoLE, 014E PLUG -ESN SPACE T`PPE ROUT OR ME 'Wr-LE POIE. IM PLUG -ON 5f2PCE FTPE 11011. TWO POLE "E HON. HOWA 9R HOMT MA'f PLL -DH 7WO P"CENT SPACES_ A 100 ANP MAX. CIFIC11IT BREAKER MAY BE INSTALLED " THE LOMEST PGSMON IN MHE ORMCN PANEL 0.45 UTHEF P>USIFDONS ME LlNIFrfD+ TO 70 AMP MAX. O.IRCUfT BREAKERS. Product data sheet SC816D200C Characteristics Meter Mains, Homeline, Combination Service Entrance, ringed socket, 200A, surface miaunt, maximum 8 spaces, 16 circuits, no bypass Product availablTtty : Stock- Norrnallystocked in distribution facility Price : 1.260.00 UISID Main Tightening torque " PILY i -LA CgQcm 5618. M20 Main lugs 250 lban. AW33E_..3DDkcmil, al urn iniurnfccopper Service ground 501b. n. A VG 14 AWG 1AV. Dapper SeNce ground SG lb.h. AWG 12 AWG 1157, aluminium Lags 25016 _n. AW G 9._209 knniL alum i n iundoopper Branofh lugs 5D b.in. AWCI 3..AWG 1 M. afuminrnrovpper 94anoh lugs 145 b.in. AWG 6..AW'3 4. Aurrniunurcopper Branch lugs 40 b.in. AWG U. alumirixff6 upper Sc r. edcr ent elu 1 R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 ProduaorcDmpoDnentWe Meter Mains Range urf,prodtit Haneline Ccrmplementap/ Line Pamd Current 240 A O N M Short{rant current 10 kA U v Network number &phases 1 N Meter smiet type Binged M'nurag Sreia.cg ^ N Number of spares 8 N°.m bey€rfcircuits 19 W Number ofTandern Breakers 8 0 I Hub type A A -L I� Electrical connecean Lugs line side feed-thru lugs service gnourd Feed-thru lugs Iced side Wire Size AWG 6...34) kcnril AuminiuWoDppoer)Iine side AA G 12_._AWG VD alum in iu mfcappar)s@Mce.. ground AWG 6_._2515 kcruA aluninhtrnFeopperlload site Tightening torque " PILY i -LA CgQcm 5618. M20 Main lugs 250 lban. AW33E_..3DDkcmil, al urn iniurnfccopper Service ground 501b. n. A VG 14 AWG 1AV. Dapper SeNce ground SG lb.h. AWG 12 AWG 1157, aluminium Lags 25016 _n. AW G 9._209 knniL alum i n iundoopper Branofh lugs 5D b.in. AWCI 3..AWG 1 M. afuminrnrovpper 94anoh lugs 145 b.in. AWG 6..AW'3 4. Aurrniunurcopper Branch lugs 40 b.in. AWG U. alumirixff6 upper Sc r. edcr ent elu 1 R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 SITE PHOTOS PV - 3 n 3 n � I O N M U v N v ^ N W 0 I N ) I� w J IM N p N m ._. O N N X� O = 0Q I U C31 C14 N (� Y C3 X M N W I of if lit Q N U EL 0 Z O w N 3 Z = z Q a E UJ Q w U) Q w Z LTJ LLJ o O N 00 00 O O LL_ w w LL.I H (/) v V v u u � Z U 0-)C� z Of O LLL.I Ld �_ Qf W 0 LLJ J � 0) o � LLJ C) C) 000 � X .. g cn V) .. H .. H _ N Z.. .. Q Z W (� Q Q 0 NU V) :2 O N J Q U W J :2 F- 0 O V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 SITE PHOTOS PV - 3 WIRES IN WIRE TAG IDI CONDUIT I AWG A 5 #10 AWG B 5 #10 AWG C 4 #6 AWG D 4 #6 AWG *MSP EQUIPPED WITH SOLAR READY SLOT SQUARE DA #SC816D200C I MAIN SERVICE PANEL UTILITY METER EXISTING WIRElY 120/240V 1�3) FROM UTILITY TRANSFORMER II EE -1 II IEE -31 EE -2 TO EXISTING GRQUNQINI.G. CONDUCTOR SCHEDULE MODEL CONDUCTORS Q.Peak DUO BLK-G5 (320w) TYPE, MATERIAL WIRE 90-C (1947) AMPERAGE RATING TABLE 310.15 (B)(16) SIZE Q CABLE 40 #6 AWG THWN-2, CU 40 #10 AWG THWN-2, CU 75 #6 AWG THWN-2, CU 75 #8 AWG * TAG D ONLY IF APPLICABLE *MSP EQUIPPED WITH SOLAR READY SLOT SQUARE DA #SC816D200C I MAIN SERVICE PANEL UTILITY METER EXISTING WIRElY 120/240V 1�3) FROM UTILITY TRANSFORMER II EE -1 II IEE -31 EE -2 TO EXISTING GRQUNQINI.G. AMPERAGE RATING IS SAME AS FUSED DISCONNECT (SEE ABOVE) NON-FUSED AC DISCONNECT ENPHASE IQ HANWHA MODEL COMBINER Q.Peak DUO BLK-G5 (320w) AC DISCONNECT SIZE -.F ENCLOSURE TYPE: GROUND � CONDUIT V 60A FUSED NEMA 3R RATING TABLE 250.122 TYPE, MATERIAL 9.6 A ISC 10.09 A CONDUCTOR NOTES PRODUCTION METER TAG B = NM CABLE WILL RUN THROUGH ATTIC WHER POSSIBLE 100 BARE, CU 3/4" EMT NO PM REQUIRED @iD 20 TH CN) -2, 3/4" EMT EE -1 NEW 100 THWN-2, CU 3/4" EMT EE -2 NEW EE -3 NEW 60 TH CN) -2' 3/4" EMT EE -4 J N ® A EE -5 C� AMPERAGE RATING IS SAME AS FUSED DISCONNECT (SEE ABOVE) NON-FUSED AC DISCONNECT ENPHASE IQ HANWHA MODEL COMBINER Q.Peak DUO BLK-G5 (320w) PMAX 320 W � 40.13 V Lv� 33.32 V J0 9.6 A ISC 10.09 A TEMPERATURE COEFFICIENT OF PMAX -0.37 %/'C TEMPERATURE COEFFICIENT OF VOC -0.28 %/'C a @iD U U M U J CO N CnLTJ N DO J N ® A C� N g x x N �0 s Q U� p x v r _O U C" Approval Notes: Y 1) PN array system to have grounding system installed per Part III of > M Article 250 per 2020 NEC Article 690.47(A). w r 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) SPECIAL NOTES: WITH 30A FUSES MULTIPLE J -BOXES MAY BE SED AND WILL BE DETERMINED AT INSTALL ONLY ONE SHOWN FOR CLARITY OF DESIGN 20OA BUS BAR RATING 200A MAIN BREAKER RATING 25A PV BREAKER MODULE a V 1 1 ]. A N ACR -ER HANWHA MODEL MODEL Q.Peak DUO BLK-G5 (320w) PMAX 320 W VOC 40.13 V VMP 33.32 V IMP 9.6 A ISC 10.09 A TEMPERATURE COEFFICIENT OF PMAX -0.37 %/'C TEMPERATURE COEFFICIENT OF VOC -0.28 %/'C INVERTER / MICRO -INVERTER MANUFACTURER ENPHASE MODEL 57-60-2—U MAX AC OUTPUT 1A AC OUTPUT VOLTAGE 240V MAX DC INPUT VOLTAGE 48V NOMINAL DC INPUT VOLTAGE 27V -37V MAX INPUT CURRENT 15A MAX OUTPUT CURRENT 1A WEIGHTED CEC EFFICIENCY 97% MIN AC CONDUCTOR SIZE #6 AWG MIN AC GROUND SIZE #6 AWG PV BREAKER 25A INVERTER WATTAGE 320W OPTIMIZER / COMBINER PANEL MANUFACTURER ENPHASE MODEL M—IQ—AM1-240-3 EATON BR215 BR220 BREAKERS BUSBAR RATING 125A SYSTEM VOLTAGE 240 V MAX CONTINUOUS CURRENT RATING 64A N v N Fluent S O L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 -LINE DIAGRAM 3 M o N 0 U N v N > w n U N a Y U M w W J CO N O N DO 7 I N ® > O Q N g x x N s Q p x v r _O N M x Y O - x > M U) N w r z = UOf M L a = N Q o N n Z Q Z 0 d U Z S w Z w Y H E Z o f)m _ j _ O CO (If Y M N v O w O w Z D_ } z (7 O � CD a z O w 20�w_ Cn z Ld LLI O '7 of w J of 0 OJ O ILL w OU U D X LJ Cn >- w d Z Q LU U Q N O H Z Q Z V) U D 0 H (n D Q Cn O U Q J Of H W J o � H N 0 U DESIGNED BY: SB DESIGNED ON 9/29/2020 3 -LINE DIAGRAM SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID , HUTOOVV SWITCH TTHE "OFF" POSITION T SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THEIAY NEC 690.15 & NEC 690.56(B), (C) LOCATED ON THE AC DISCONNECT 705.12 PLACED ON THE SOLAR COMBINER PANEL LABELING NOTES: M.- RATED AC OUTPUT CURRENT A NOMINAL OPERATING AC VOLTAGE V - - - a _t'-4 pwm"amo&.110 &vvARNING POWER SOURLCE OUTPUT CONNECT, [7D NOT REL.QCATETF115 OVERC41RtiE- NEC 705.12 PLACED AT PV POWER SOURCE OCPD DEVICE AwAEtlw G PHOTOVOLTAIC SYSTEM COMBINER PANEL 1. LABELS CALLED OUT ACCORDING TO ALL COMMON CONFIGURATIONS. ELECTRICIAN TO DETERMINE EXACT REQUIREMENTS IN THE FIELD PER CURRENT NEC AND LOCAL CODES AND MAKE APPROPRIATE ADJUSTMENTS. 2. LABELING REQUIREMENTS BASED ON THE 2017 NATIONAL ELECTRIC CODE, OSHA STANDARD 19010.145, ANSI Z535. 3. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 4. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [NEC 110.21] THEY SHALL BE PERMANENTLY ATTACHED, WEATHER/SUNLIGHT RESISTANT, AND WILL NOT BE HAND WRITTEN NEC 11.21(B) 5. LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8", WHITE ON RED BACKGROUND; REFLECTIVE, AND PERMANENTLY AFFIXED [IFC 605.11.1.1] NEC 690.54, NEC 690.13(B) PLACED ON THE AC DISCONNECT Ai, XNAEINING ELECTRIC SHACK HAZARD NEC 690.13(E), NEC 690.15 PLACED TERMINALS ON THE LINE AND ON ALL JUNCTION BOXES LOAD SIDES MAYBE ENERGIZED IN THE OPEN POSITI0I4 FOR LINE—SIDE TAPS ONLY: LOCATED AT THE MAIN DISCONNECT IN THE MAIN SERVICE PANEL FOR LINE—SIDE TAPS ONLY: LOCATED AT THE MAIN DISCONNECT I N THE MAIN SERVICE PANEL tluent� S n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 LABELS E-2 3 I O N M U v N v ^ N � W 0 I N ) w J m N p N m Q N I N I o x Q O = u°, I pr N vi = Y C3 X m N W nI I I v of W Q N0- U 0 Z O w N 3 Z 2 Z Q a M a w in Q = w w Z w ..� .. o w U) >_I 00 °° o O w w H (/� v V v u u � Z o or)C)z w Ldch w � 0 w � �U o LLj w U 0o 0 X .. :2 cn Nr .. .w �. N z.. .. r Q z w U Q U Q N 0- O N J Q U w J :2 F- 0 V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 LABELS E-2 TAG A ELECTRICAL CALCS (SEE E-1) UNDER MODULES, NOT IN CONDUIT #10 AWG MAX CURRENT= 40A 40A * .96= 38.4A ENPHASE IQ7-60-2—US MAX CIRCUIT CURRENT 9A FOR STRING 1 9A FOR STRING 2 TAG C ELECTRICAL CALCS (SEE E-1) #6 AWG MAX CURRENT = 75A 75A * .96 = 72A (ASHRAE 2% AVERAGE HIGH =32° C) 72A PER CONDUCTOR ENPHASE IQ7-60-2—US MAX CIRCUIT CURRENT 9A FOR STRING 1 9A FOR STRING2 TAG B ELECTRICAL CALCS (SEE E-1) #10 AWG MAX CURRENT = 40A 40A * .96 = 38.4A (ASHRAE 2% AVERAGE HIGH =32° C) 38.4A PER CONDUCTOR ENPHASE IQ7-60-2—US MAX CIRCUIT CURRENT 9A FOR STRING 1 9A FOR STRING 2 TAG D (IF APPLICABLE) ELECTRICAL CALCS (SEE E-1) #6 AWG MAX CURRENT = 75A 75A * .96 = 72A (ASHRAE 2% AVERAGE HIGH =32° C) 72A PER CONDUCTOR ENPHASE IQ7-60-2—US MAX OUTPUT =18A 18A * 1.25 (SAFETY FACTOR) = 22.5A ENPHASE RECCOMENDED OCPD= 25A DESIGN CRITERIA AND CALCULATIONS BASED UPON: NEC TABLE CEC/NEC 310.15(B)(16) 90° C (194° F) ASHRAE 2% AVERAGE HIGH =32° C NEC TABLE 310.15(B)(2)(a) 90° C DERATE FACTOR = .96 c" of ,Za INTERCONNECTION CALCULATIONS ITEM UNIT PANEL BUS RATING AMPS 200A MAIN OCPD AMPS 200A ALLOWED PV PER NEC AMPS 40A ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 ELECTRICAL CALCS 3 I 0 N M U v N Lo ^ N V) � v W Y 0 I U r� _ w m N p N m ._. O N CL I v p N I x N v co Q O m I r O N V) Y2r X d N UJQ n I I I O LoO W Q U > Z N z2 UJ V) Q = Z W da- W H U Z z R m o V) > W j V) � O O W W w V) v () v v v (L Z z O a) rn -0 ZW 0 0 Of w IY En w � o Ld , L0 c) �w U ' DO � X .. W :2 .. (A Ln .. I— .. W F -o .. 0_ .. Z .. } z Z of U F --N ~ U d cl Q V :2 O N J U H O' W J m F- 0 V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 ELECTRICAL CALCS Base Low Slope Mount I Q M, LS H 4K � .12 T1-IFfLI CL _ RA E FOR of 16'-IAUMAk 0 Irl 0❑ ETI AV AILA UE IN 3IN. Sm '. 7� r. AND 17 FIEF AND O.R+t` 4M ANO W E D RN034 131 STAN LPU STCk L SC3R F4CLLJ[ TIH A.1,40DIZED FI1+ nH a �'rFriFrf���°=IT�fif�T# S 4 3 111 LE. QMLSH: QBA E LOW SLOPE MOUN IT Cmmm � mcFau WIE Ck"m jr. Bpi AEv viiOi�J• Yii® k�• A a-,�. tee, Lo m ro ®� fsa a� ■ w fi rt 0T i3a,t.- ° _P ilEE*rr 1. i 5060 3 1 CAP1i1rvi Na 4A3 I-1+.1 0 1 I -d,& I - LW dD r--'* SOI � �ru4C�kr NC�Fi�4.L`, 5al� Mrd pmr f kktmmd dW& moi+rr.do PC 51 ! 15= 04L x r.: r�L7 2m amub+ rr. h 51 I iF C K I- I Vii' Ca13:t`m kL5rm Z I a �'rFriFrf���°=IT�fif�T# S 4 3 111 LE. QMLSH: QBA E LOW SLOPE MOUN IT Cmmm � mcFau WIE Ck"m jr. Bpi AEv viiOi�J• Yii® k�• A a-,�. tee, Lo m ro ®� fsa a� ■ w fi rt 0T i3a,t.- ° _P ilEE*rr 1. i 5060 3 1 lam=m�,!4rtr1manYftcd CaumA NCS3i,T&Wr 113x., 11 J A I'Yarra 1 T . rmat trramdamJaYd ina urkm1 mrcM—Irm iiibrr. V�%m EC *H rrWbmd rrhtm dkbm�, W 7-2-3-S a Quick MPV' . RE S, P FT: 7 1 1-,F Ft:if -- F fu-mg.201'9, K F. ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 I Lag B& SpdcffknAmm Sic 2m 5M R r 22LNr agiv Mrd pmr f kktmmd dW& moi+rr.do -m 1m 2m amub+ rr. f! ti 7% 2m Ladpopm Pm PM IMIA, hto l I IlFhmt F -A 'Fhm Fir P97,1 4a t171 45 1m 45 "75 im a'I- E� Ss,wirl FWm sprAa Pry- F -r 4 -ria Fig F'rj; d 9°rm.FvIrd rR�a+N5A m NCL, W IE 42 Ioz- !a ISSG 2m G 2t. lam=m�,!4rtr1manYftcd CaumA NCS3i,T&Wr 113x., 11 J A I'Yarra 1 T . rmat trramdamJaYd ina urkm1 mrcM—Irm iiibrr. V�%m EC *H rrWbmd rrhtm dkbm�, W 7-2-3-S a Quick MPV' . RE S, P FT: 7 1 1-,F Ft:if -- F fu-mg.201'9, K F. ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 MOUNT M-1 3 I O N M U v N v NN W Y C7 I N ) r7 W J m j 0 N m ._. O N N ® CL CL x Q O = u°, I U Cy N vi = Y C3 X 1L N W I Ln Ld Q N U 1L O Z O LIJ N Z = z Q a a w U) Q = w w CL Z Ld .. ^ .. LL O N 00 0 O O W w W w F— (/� v V v u u � Z O 0-)C) Z ryL OLJ w � Z F-- 0 n Ld J � ai CU o LI_ LL]0 w U 00 X Z U N O N J Q U Ld J m O F— (/) U DESIGNED BY: SB DESIGNED ON 9/29/2020 MOUNT M-1 980 41st Street Tot: (5t0) 420-81' Oakland, CA 94 608 FAX. ( 510) 420-8186 e-mail Info@app mate lg,corn Rieprorx R&L fjsed ot? ftI;''11. '_-()i 2.16,r Leh.rrii-ruI Changes On�v Mr. Stewart Wentworth PrL_Jec-r Nurnber 11131 tllCK. M MINT t}'IP° 936 Detroit Avenue, Surge D Concord, CA 94519--2539 Subject: Ouick Mount QHj�,e with 6.5" PoNi aj Used In Lour Slope Mount (OMISH-71 & Uni t.r 1 Tile, Mount l ltir1T aT -l) LouiL To-siing Deter ter. Wentworth: As requested, Apphod klateria is & Errgirieering lne~_ (AME) has OaMpleted load-teStille,'he QMLSH-7 hardware- The purpose of our I-esti1118 was to evaluate the t i Le and 5beat Ina City of the QM LSH - 7 hardki-.are attac=hed to a corr4rTlm ially available 2 ":[4" Douglas Fir rafter. SAMPLE. DESCRIPTIEW Nine � 9) mockup sa npl m kn—c t1:, l i ° - rL d to Our I aboratory on June 17. 2 011. Mockup configuratio-n consisted of thtee 16" long raltc rs at "o.e., sorewe4:1 to U2" Struetural I plywood. . The. 7" ( finished heighn Quick Mount Stinidci t1' (Q—N1 S0') hardwam is attached thrmgh the plywcHad Into the ra fie -T -with two .5 ' 16"x3" la�,, bolts [e_7rcl ucd. io 151 -lbs- Product ham-lware drd' wi ngn, are provided in Appendix A. TEST PRO('E DI IRE S & RESI-LTS 1. Ten wile Swength Three �a31lp1eS were tested for tensile strength on Jung 29. 7-011 using a Limited Universial misting rrratih'Lne. Samples Fere rigidly attached to the tes-ting rr achinet and a tensi Le load was applic-41 to thin 51-1 6"x I " rnaclaine bolt connected to the alurninurn post. The sm.-pies were loade%l in [ti31113un ar[ a constant rate of axial defonnailon of 0.0.5 iri_?rnir,_ without shock until failt,rt L Llrrc-d. Haj d Lin [lie above tcstina , the average ultimaie tensile load of the QMLSH-7 hardware in DoujgL:az, FLr ��-a:� determineiL to be H31 lbf. The spe fic gravity and waisture content n-ftire. rafter was tested In accordance with ASTM D-23 5 Method A (overr-dt,r)_ The. average. specific gravity and moisKire come rt was determined to be. 0.436 and ` 0.9%, respectively. Demiled results are provided in Table 1. Test seiup i -H illustra[ed in Figure 1 of Appendix D_ Page t of 9 INC. %11 '-tlI7rt Wuwivorfli Pwrtiect Nktmr x -r 1 1 '111 , Pt as Used in Low Slope Mount 10NALSH-7.I n &er d `l.ilc Mcmnl ( UTM,) Load Testing .l[II% :x.2011 I- "�11L'11r X114 tI4�PI-II IF'&rr-311CC Io Rs ft r 1-1-u�� ���1�1,�� ���-rm .•.;.�: I�- .I�.tiir �t1,�th �r>I �1.��� �!��:D] I r��iry�� lirri!I�r� 1 �ni�e�al testili� nl.aehit�e. Samples were. ritjdl� :l w Lic I I --d [o : lie t l i ng rnaclting and -a sllct�r toad was .app] tied tot Lhr- 51,1 Wx I „ rnaehirtc bol[ 11fleCted tea the u l uniinurrl .5agWoff The sam plc:- �vcrc loaded para] I -el to rafter at a co tart rate of axial deformialiOb 01'101 iri.ltnin- vval.har�Lt ,hock Until fa1lure Occurred. Based on the s� y abow tCtil1 R, their a�� r�i rc rl I t1 Itt43te. diear load- ., paral [e I Lo r al ie r. I' rlie ML H-7 liardware in Dou lay Fir was cteu-rmirrn 1 r) his I br'. The 5pcciflc gravity artd im i I Srure L:oni-enr o r I lic ra ricr xvL• testcd in accord�i : ic,= -,� i L' --i M,,:thud A (o+ cn—dry). The average. Spec1 fi L I Ly and mo«kU1F COBICTIt %vas dCLC tiD- be OA38 and 13-8%,. respcct1vc1y, T tail i results we proy-ided in Table 11. Typical test; setup is it I ustrated in Fi!!-Iure 2 L)I` ° pr5endIN 3r ® hea r S tr-en-gth 11e rptiftd iculalr to Raft eF tee° .3aMpl IWM tC�tCd 10r shear strength On Jane R-" 201 L riNiill';. a t nireel Unilvcr l w -sting machine. .Sa-w-ples were rigidly attacheri ii the le,-6-ngm.aehinc and a, shear load iL%sas applied it) the 5� 16"'� 1 muhine holt connected to the dlutbirwn_ �,[;jndoff. The � rnples xcrt� loaded perpendicular to ratter at a L or:L.ru311l T' t>= (3f a a l J,1[r)eMa.tiOn Of 0-01 ill. Mitt. ttinit CIU( _- I!Mck un l.i 1 ELi 111%etrtn-, Based on the above testing. r : lB_ :_1 La-, l -;: 4rltirnate shear- le -ad., per rr�icu I uI [o rafre r_ 4a t' 1 h� QM L H-7 hardwa1r a In Douglas Fir 1.&L1•, i...Le:. rrrainCrl to hi- '583 lbf. The s - a c1 0 Ia�' I I._ti° ` tnoiStrll,rl� C r:�l rLtnt of Lair r�r: I r:r i��:J� Lc�1C1� 197 accordance wrl�`l of Tp2 39 . �ST� I�° elh-tw1 A (Ovcn-d*J. The average spec rfiL p,r.av rt4 Dail (001 ; , UTC goInIcnt was determined t0 he 0.45 L and 16.5%, re!.Pmfi vcly. Detailed results are. provided in 7; a1,1 a HL Typi Q41 tc51 scarp is i llustrated in Fite i of Appi rndi x 13, If you havc any questions regarding, the ftho e, ]-d rase du m"I I Ii-esitatc to call thede-nagnol . Respectfully Suhlmiacd., PPLIEll) MATERIALS & ENGINEEIRINC.'. 1-54--- Page 5 lL--. page I oaf° CNY a" I1:5.ZaZa Rev-iL!w ed By-. 2 aaf ES Soa r T v`t. rn -krnie t T Irian;, Ph_D-, P. F UL � Principal Or iG tluent� S n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 I O N M U v N v ^ N � W 0 I N ) r7 W J M N p N m O N N g X a O = a I U pr N (� 2 Y C3 X M N W I of Lci lit Q N U M 0 Z w N 3 Z 2 z Q a IL a w Fn Q = w w Z w ..� .. o W U) 00 m o O � w w H [n vV v u u � Z z O 0-) zw 0 O W � w � r2 0 n w CU o � w U 000 � X Li cii r Iii 6 N z r Q z Q U Q N :2 O V)Q J E U w J :2 F- 0 V) D U DESIGNED BY: SB DESIGNED ON 9/29/2020 KT La��iL'0'n PART P 1f,4ME iaE1.MOH Lil'h f1,ti11 1lr I+III.L 13r �� t•L[i RAIL " FaII1 L 1' L t+L+r 5!i a an dlr" i 166" f} L Lia=} "moi RML ]' D7 5 6B' Jt - MILL Lt32 2[*!1L' f1f1' C°RALL 24T 24LSN i falli15' INl12417 1 [ tIy CLA 1{Y 3.L40D Sm KALL- 24 ENOrVDII+,G SPLICE BAR i �]..1 X viii' SFiF M1J.9hC Ss E44& TI'Icl.IJmo TYPICAL SPLICE BAR DETAIL 7NOTE THAT CNL7 2 , AT A171€'Ah15}L[N 34]W. T'YPICAL EXPANSION ]OIr,IT DETAIL Tr#€ !Skl70€ &AA bid WT Y+,�7 C+CAMSS AN ExPO&LGftil 01F•, lSEE FUK IN&TALLOMM CAME nl2fl. INSTRUCPAU TAKE 10 351 9c BND!�Ptll:E NA SFMTED OA 3051)Ldt1 BUD gL[Lf SEATED 7r}17 5H E ET = 5FtEET U" Ulla° F1I}:!!i17 L PFDJE-ff L]IE:LaMLIfT DRAWING TYPE: AITDETAIL . DE5CIIPTIhl:f,4rV0,41 Lp-c,r' I SION aATf=:iij FAIT i'AIF Cw]F,i!; 70 KALE ALL «I DIMEMIcb PRODUCT PROTECTED ONE OR MORE U5 PATENTS LEGAL NOTICE 7r}17 311C kVAY°F1L4aNE 5{6.a:.1 1'dW. LI4 5H E ET = 5FtEET 1f1AEl PRO DUCT LINE: SC]LRML7UAIT DRAVfIhIG T°YPE: FART & ASSEMBLY DESCRIPTION- BONDIjw NG SPLICE G'RAY4lhG NOT TO SCALE X11 D[r41M]0NSARE Pfr-DU7 rRoTECrED -z: �jkrEr4-S 01aE Ok MOF J5 LE- itis: -1c ej PART 3� TABLE DERIi"TIOr;l I]0801.2i' r'il�'N[F?E M0Ma 1]F' Ilaw WLS,INC T SLIP 5H E ET = PFJ]a1JCf LINE: 54]LARMOUNT DRAWING TASSEMBLY DESCRIPTION- ti"4'IRE M MGLRE74SION DATE: gf2712017 ALL DIMENSH)M ARE C,44]NG 31 SALE rLIIT PRiIr= 8if ONE {]ftPATE HiC LES NC>rKl L 3 I O N U N M ^ v v N � W 0 N I v � w J N p N m m o ® > N N I o I � � � x Q O N vi = � Y U C3 X m N W � I ItZ lit U Q (n IL o Q w 3 = Q N Z w in Q z a� a = w Z � w o w w v � Z Z � C) O ) z W p-Ld W �_ O � W W � � W 0 I`7 LL. J � � N p W U LL]X U U 0�0 Li (n 5-: Li a_ Z 5-: W Q N Q (� � Q Z N U � :2 V) V) V)o of J T SLIP ALL DIMENSH)M ARE C,44]NG 31 SALE rLIIT PRiIr= 8if ONE {]ftPATE HiC LES NC>rKl L 3 I O N U N M ^ v v N � W 0 N I v � w J N p N m m o ® > N N I o I � � � x Q O N vi = � Y U C3 X m N W � I ItZ lit U Q (n IL o Q w 3 = Q N Z w in Q z a� a = w Z � w o w w v � Z Z � C) O ) z W p-Ld W �_ O � W W � � W 0 I`7 LL. J � � N p W U LL]X U U 0�0 Li (n 5-: Li a_ Z 5-: W Q N Q (� � Q Z N U � :2 V) V) V)o of J ���:9.2a2a tluent� S- n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 U W J o � H U DESIGNED BY: SB DESIGNED ON 9/29/2020 P R 0 SERIES END CLAMP ________� PAV -N TABLE P/N DESCRE MON M203SM SM FND CLAMP ASSEMBLY, MILL 302030M MID CLAMP ASSEFNSLY, MLLL 302030D ML@CLAMP A55EMBLY, bkK. PRD SERIES MID CLAMP T__ 1 1" 3Dmm to 51rnm wul KM W& L. A_R A -K •fie" � I'�ic' ;d• --t SPEET#M PIIS 015NDINGS SM MID CLAMP H()NDIAG SM EMD CLAMP DRAVJI % NOT To- SCALE DRA4 W NOT TO SCALE II 'I ��]] j� PRODUCTLINE: 5DLARi�1DUNT PRODUCT LIME: SOLARMOLJNT CD ii1 U N I RAC ALL DIMENSIONS ARE � ii � � I iI I � ALL DIMEh'S]0''15.ARE � DRAWING TYPE:' PART & ASSEMBLY NDMIm4L 40 DRAWING TYPE: PART lk ASSEMBLY 1411 BROAMVAY BUND. NE 1£ ]47. BROW0AYBLYD. NE BON DING TOP ALBLQUERQUE, NM B71DI UA DESCRIPTION: BONDING CLAMPS PRODUCT PROTECTED BY sn k LaQLERN� NM03LQ LCI DESCRIPTION: r'I 1{3LICT PROTECTE7 PHONE; 505,142,6111 ONE OR MORE US PATENTS ROE' 5024LIr4LL CLAMPS O'9EGR.14DRE US DATE N-5 WWW,UNIRhCCOM REVISION DATE: 9f 14f 7017 LEGAL NOTICE SHEET Y1'AW.LNQ1e C{M1 REVISION DATE. LfJf 6 2G.F LE+C,AL N4IIC SPIE M`D n IF ""'ME ' A � E'W LLL" TPJM DETALIL A DETAIL B TRIM ENG CLIP TRIM MID CLAMP TRIM CONNECTION FART t TABLE PJH GEsciumcm I LENUTh 2GdQ?.M-u SMTRIMDft 161' MMUS6 SM TRIM END CLP I"UNIR LC ] 41 L KR MVAY BL'VCL NE ALEAiERQJL NM aAW USA P IK-- 5%.24264I1 wA%.uNw Lccv PRODUCT UM. 50LARM0LJNT PART Or TABU PSN 0fSfk1 TTLDN 3420 7f S64 fiND MLbL )L�P K tc 30247713 SH ftND MLDCLUNP AL Dk-( S M2029C S14 BND MIDLAMPA P 5S 3 M2M E04 lkND MEDCLAMP EP DRK SS M202X SM RND MLDCLW DLSS Mk(LIM SM END MEDCJW OL RW S5 ONE OR MDFE US PATENTS REVISION DATE: !711017' LES NOTICE FOR BOND] NG END CLAMP REFER TO SHEET Sm-P0s W& L. A_R A -K •fie" � I'�ic' ;d• --t SPEET#M PIIS 015NDINGS SM MID CLAMP H()NDIAG SM EMD CLAMP DRAVJI % NOT To- SCALE DRA4 W NOT TO SCALE II 'I ��]] j� PRODUCTLINE: 5DLARi�1DUNT PRODUCT LIME: SOLARMOLJNT CD ii1 U N I RAC ALL DIMENSIONS ARE � ii � � I iI I � ALL DIMEh'S]0''15.ARE � DRAWING TYPE:' PART & ASSEMBLY NDMIm4L 40 DRAWING TYPE: PART lk ASSEMBLY 1411 BROAMVAY BUND. NE 1£ ]47. BROW0AYBLYD. NE BON DING TOP ALBLQUERQUE, NM B71DI UA DESCRIPTION: BONDING CLAMPS PRODUCT PROTECTED BY sn k LaQLERN� NM03LQ LCI DESCRIPTION: r'I 1{3LICT PROTECTE7 PHONE; 505,142,6111 ONE OR MORE US PATENTS ROE' 5024LIr4LL CLAMPS O'9EGR.14DRE US DATE N-5 WWW,UNIRhCCOM REVISION DATE: 9f 14f 7017 LEGAL NOTICE SHEET Y1'AW.LNQ1e C{M1 REVISION DATE. LfJf 6 2G.F LE+C,AL N4IIC SPIE M`D n IF ""'ME ' A � E'W LLL" TPJM DETALIL A DETAIL B TRIM ENG CLIP TRIM MID CLAMP TRIM CONNECTION FART t TABLE PJH GEsciumcm I LENUTh 2GdQ?.M-u SMTRIMDft 161' MMUS6 SM TRIM END CLP I"UNIR LC ] 41 L KR MVAY BL'VCL NE ALEAiERQJL NM aAW USA P IK-- 5%.24264I1 wA%.uNw Lccv PRODUCT UM. 50LARM0LJNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: 51M TRIM END CLIP REVISION DATE: 4{77)2017 NOTES:. J_ M [W-LuMD VAT" EVERY Eh b CF,Wik 2. ENDCM F[T5 S0LAFLMCuNT LICi{T AND STANDAPD PJIL P€RYrkU. Sd L OR MLS LRYT ;7ANDARD RAI_ END -LAP �r. SC Af+rltk.rdT LI&T WL OPTIONAL Bay€WfJJT LINE X. PU�Af IN I RJLTI{JN Fn DRAWING NAT TD 5CALEDRAINING ALL DI M E3T MM AARE NDM31AL R, , a ` U I �Y I R A C PRODUCT Llld1_: SfJLAiRh1GLlNT NOT TO SCALE ALL D"IK9493A ARE DRA�WING'T VPE-- PART DETAIL NDI�WAL �. 9- PRIIOLKT PROTECTED] BY O N M m i RXMY Boa NE u CiEk�J� N49 L U DSII DESCRIPTIOW EMD ,CAPS PROOLICT PRDTEi� BY ONE OR: MORE US PATENTS PHC� 93.14e.6U 1M44'A UNLRALECH ONE OR MDFE US PATENTS REVISION DATE: !711017' LES NOTICE S_F LEGAL NOTICE SHEET cr of -% ,11.5 _ZaZa tluent� S_ n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 1 O N M U v N v ^ N > W 0 I N ) w J m 1n p N m ._. O N N 1 0 1 x x C-4 Q CS O = u°, I U cy N vi = Y C3 X CL N W n I I 1 v Z W Q N U M 0 Z LLi N 3 Z 2 z Q a I Q w U) Q LLJ Z LLJ �� H N 0 00 O O LLJ w w H (n vV v u u � Z 0 or)C) Z ryL �_ OZ w � I—�% LLJ it Lf) N C) 0 LL_ LLJ U 0000 � X LLJ (n N 5-: LLJ a N Z LD > Z Q Z LLJ cr Q U Q 0 N o :2V)Q J 0 U LLJ J 0 H V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 Certificate of Compliance C'ertificate, 7013L735 Master 'antract_ 26 %Hl26iWii Project:. 717]115553 Date Issued. 2011-110-0 lrsued Tek: Unirm 14l11 Broadway NE Albuq werque, New Mexico 87 IISA Attention: K"ILs Nicalaed's The products listed below are eligible to bear the ESA Mark s'ha ivn ivith adjacent ir7di alar `Cir and T-ISt frrr Canada and US or with adjacent indicator "US "far US only or without either irrrfr'caYar f r Carnradd 011tI". Issued by Michael HoEfnagle C U PRiilSillCTN CLAS. - C531302) - POWER SUPPLIES- PH0T0VGLTrk1C5--FV Racking CIA F,5 - C531362 - POWER SUPPLIES- PHOTOVOLTAICS -PV Backing. and cLanong s±sttems-['mitred to US Standards 1 :cels: SM SOLARMO [INT Flush -to -Roof is an extruded aluminwn rail VV racking system that is insta iso palrallr] to the mot in landscape or portrait ontrillitions- ITA Vni"I: Large Array Lsa ground mount system u-iilF the SU111114luld (; %Il plalifiirJn full illy bonding, and grounding ofPN' moduk-s- SOLAAM(H NT The systein listed 1s designed to p m idc bundung�grounding, and mechanical suability for Phtt;oy vltaic Mildules. The system is mcurCd to the roof with the L -F" components through the roofing rnaterrial to building welt■c. Modules are sr`nTed to the racking system with stainless steel or aluminum mid clamps and Aluniiintma dead. eclmips. The modules axi! handed to the racking s}stlrrn with the stainless strel hmdling mid Llarrtps wits gime-ing ports. The system is Bounded with LO AWG copperwine to baindtng?,g aunding lug.. Fire ratings ofC1sm A with Type 1, 2, 3, or 10 fcT steep slope- Tcs7cd al 5" inrmlitial gap which allows installation at any stain --off heighi- 3a73LEV.2mJ&ca-IK Fwt 1 CSA Gm" C'ertitrf-attr- 7013L735 Project: 70195553 Master Contract.- ''(69D9 Irate Issrede 20IN-10-1)9 The grounding of The system is irlte3lided to o wnplly with the latest ediition od the National E]eciricsLL Code, to inchide NEC 250 & fi9O- Lew -ELI - y6dts compliance is required, in addiiinik leo national Codes- All &wLmdinN1borading; connections are in be toiqurd in accordance with the installation Mamal and the seettinjp used during the certification testing for the Current edition Of the PVDjC,ct nrpittrt. The system may employ optimizem1micretinvericrs and used for grounding when installe5d per insta]]atioa instructions. ] itchanlaal ratings. Ckm,n%w=d bmipt Load (16+Pim) 111.4 I:gttarasd Design lid CIMP) .$ b wtt-SLopr LmIl1LaV) 14.7 Conditions of Me petabi ity - ba9t&"tiOD is sul7jCct da &XCPta3KC eof tht 11DC21 irLSWCtiOn authoriti hELVing jurisdietion_ The certification of the products ren tes only to the methrida of installation_ Mndingr, a_rad grounding as ouLl incl in the lasiaLLation Mantra] %r each product. I uirae L-aMe Array FLA is a ground mount system using the S ilaarllfwnr (:iii) platform for Ike h4lndirt1Z and groundi,R of PV modules. VI. A aluminum Components merge -A ith SM rails and inital.ler-suppl is -d steel pipe. The SM rail i,}Teri is sic-eurcd to the horizontal Pipe ugi®r, the Rail Bracket onmponents. ThC Rear and Front cap seem" Il he Pipe to the vertical Pipe- The Front cap iii also Lined to secure II be Cross brace. A Slither is altacbed to the verfteal Pipe to secure the Cross Grace, The SM ra li, caps, slider, rail hmckets, and crom braces materials are tat 05-T5 alumin mm extrusion. Fastener-, malcria Is are 304 slaainlcss steel. Iltlrirrlutal Ind vertical pipe mat]erisk meet the minimum requireinmts ar ASTM .5.5.3 for gahanized steel pip[' in 2" alld 3" diameter. The mCchiLnical ltlad ridings from The NNI LL-st slats %i ill he a pplied to the FLIL model,. Fi rr: ]•Cuing is not applieabk due to bring? a Wound m -nu ut m stem. APPIff-AIME RI:C}IJREMENTti UL ? ;113 -1st Edition - mounting S)%tems, McDluriting Devices_ l,lanipineltmeentOn De -vices_ and Ground Lugs far Use with Flai-Plate PhotoVokai.c Modules and Panels. LTR AE -001-21]12 - List of Technical Requirements for Photovoltaic Module and Pane] racking Systems The manufacturer is rcgtdFcd to apply d -Le fullovnng markings: • Products steal[ be marked with the markings 9pocifited by the particular product standard- + Products ceni fled for Canada shall have aro C.autiaer and'Aramingmoikings in beth Engiis1i and FretlL11. ■::S M SOLAR APPENDIX A 1 N on MOW System CertifiGatilon 1. PAGE The 50,LARM0UNr system has been Lertified and listed to the UL 17[)5 standard (Rack Mounting Systems and Clamping Devices for Flat -Plate Photnualtair Modules and Nnwl-s' 71-r is standard in Eluded edectricaL grounding,eleetriral handing, rn chartical Load and fire resistance! testing. In conducting these t ests,speci5c modules are selected dor their physical properties so that the certifies tions can he broadly applied.. The following Lists the ipecifrc modules that were tested and the apptirability of those certifications to- other moduLes that might roma onto the market. In addition to. UL 271)3 certifir.atinr@Unirac performs inbemal testing beyond the requirements of certification tests in order to establish system functional limits, allowable lo -ads, and Factors of safety. These testa include functicn3L system tests, and destructive Ioad testing. Mechanical Load Test Modules System Level Fire Classification The modules selected roF UL 2743 mechanical toad testing were The system fire [lass rati ng r -equines instaLL-Aun in lite manner selected to represant the broadest range possible for moduLes Ln specified in the SDLARMOUNT InstaLLation GuAR. 5C1LARMOUW the market The tresis performed [aver the fallowing basic moduLe has been classified to the system level fire porion of UL 17135. parameters: This UL 1703 classification has been incorporated into aarUL U v 27D5 product certifntation. Class A. system Level fine performanre is Frame thidcnesses 9ma er than or equal to 1.0 mm inherent in the SCLARM4UNT design, and no additional mitigation • Basi[ single and double wall frame profiles {some measures are required.The fire classification rating is only "Lid rompLex frame profiles could require further analysis to on roof pits hes gmat orthan 2:12 tstopes 3 2 inches per fcat,ar determine applicability} 9-5de9ree5).Them is no required minimum or maximum height • Clear a.nd dark anudixedaluminum. names Limitation alomfe the roof deck to maintain the system fire rating • UL2743 Certifuatian Load Ratings: rot SOLARMOUNT. Module Types & System Level Fico Ratings are o Down- 113.4 PSF, Up - SDA PSF , Dxnmm-Siiope - 14.'7 PSF Listed below. • Tested Loads- W o Down - 170-1e0 PSF , Up - 75.60 PSF, Dwm,i Lope - 21.05 PSF 5ys9en • Maximum Area of Module =21A6 ft Rail 6 Rail Tyle Module Tpe LAVI!I 6ircciori dai-ndm keMieq qrr'an en[ari.ired Fire Rating . Testers Modules Module Mannifacturer Model le6 sca -W",, ripe, U"Wast: PanUuapa pone aaet ro vucarr O mn, [est veli uanuxnaFe Hmnt H"cal 111--5125 11 Leglkni Type 1. a tree t rsassx, 9,& C nanrr Soinn �� nn atro•m August 7, 2014 UniRac 1411 Broadway Boulevard ME Albuquerque- New Mexico 97102-1545 TEL- (3105) 242-6411 FAX: (505) 242-6412 Aorta: Engineering DeparmLenL, kCSA Tc Group C'ertiGcaief 70131735 Project. 701115553 Mauer Contract. 2669p9 Mt1e lssuerlr 201?t-IMS Additional bilingual markings not coTei-ed by the product slaarLdaard(s) may be mquired by the AuLhoriiies Having Jurisdiction. It is the r>esplcrosibility of the manufacturer to provide anal, apply these additional markings, where applicable, in aecordsnct with the requirements of thoseautaritics. The products listed are eligible to bear the CSA Marc shown with adjacent iudioaors'C' and rUS' for Canada and US (indicating shat products have bLcm manufactured to the roquircments of both Canadian and U -S. Staindards) or with adjilocat indicalor`US' for Cas only or without either indicator for Canada only-. The following markings appear on the rail by adheriLve Isltsr] 1. Submitter's name mullor CSA 191aAcr Contr&A number '26690 ' 2- Mode] designation; 3- Manufacturing date, al. 5ystcm Fre class mtingsdcsagu ion of infermstien kicat oro in Installafion [Manual: 5. Design load ratingtrdesiguaticaa of infurcnation luxation in Installation Manua]; The 1`60owing mar}angs appear ou the Mid Clamp by stamlping: I- Suhmitter'snaTnEandr'oT CSA Master Ctm ht bel r]uaLher"2M9W', 2- CSA mark 3. Mil ID far fwioryr Location 51-4 REV. 201 rte ] R Re: Engineering Certification rot UniRm's PUBI6JAND5 edition of the-SalorMount Design & Engineering Guide' PZSE, Inc.-Serucoura] Engineers has reviewed UniRac's "SnlmMmu t Design & Engineering Guide" published ]snooty O5, 2916 and sprcifiraRy the eet},aneements of the 5n]arMdunt Flush-lo-RotsE System, Pressure I.aaLup Tables, and Downward & Upward Span. Length Tables. This c enificationexcludes c meu,ctrons to building structural and die els is en building st7ticunre compnr B. A]I mfamran.an. data andanalysis cotuzun within the Design & Engineering Guide = based on, and camply with die fallowing: 1. 2006. 2009, 2012, 2015 Inmernatiena] Building C ode, by Intonational Cade Council, Inc. 2. ASCCJSEI 7-05 & ASCEJSEI 7-1.0 Minimum Denim loads for Buildings and other Structures, by ASCE 3. 2005.2010.2015 Aluminum Design Manual by The AI This ]euer certifies that the, struet I I-Itdi ns roman tied within UniRac's "S.I.Mounr Design & Engineering Guide" are in cam pinanee with the above Codes. Ifyuu have any questions an the shove, do not hesitate to call. 6 r e or ret"r. 'tiJL H. eA�E� P -ped By, � .. PSa In. 7EacStructural Engineers P�Fsa r? Rasev-Me. CA FIRM NUMBER F-15844 ae. CA 95661 rww.pxre:com I Fluent I A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 � 3 M I O N M U v N v ^ N � W 0 I N ) r7 W J M N pl N m .. O N N Ld OI g X X co Q O = ami I U CY N I N UJ 2 Y d X M N W I w Q N U 0- 0 Z O LLi N 3 Z = z Q a IL Q w Fn Q W W H Z M Ld r. ^ .. LL O N 0 O O W w X W ~ [n v V v u u of 0- Z 0 Z � ICYL �_ OZ W � F-- 0 n W J to N UU 0 LCL_ W U 0000 � X .. W .. N .. � .. W .. 11 N .. Z .. >- < Z W (� Q U Q N :2 0 V)Q J U cr7 J CW G 0 V) U DESIGNED BY: SB DESIGNED ON 9/29/2020 .: SM SOLAR ■r i MOUNT 115 mph 25 psf ®4 ezcir. v: nci :-pawn �a.a..•e .: �. APPENDIX B Pres. ; y wM �'S 9 rwT9 M1w 9 w "i %rnt OVVwm 60 pLf wgi M a •• NM n m� mel el na x n � Ln U 0 w 12.5 ft ;r: �.. «RR a $ rvn m an 9 A p„ 7.5 rt 7.0 ft 6.5 It 6.0ft 5.0 ft 4.5 ft 5 ptf 12.5 ft .. ... 100 ft 90ft 8.0 ft 73 ft 7.D ft 6.5 ft &.Oft 5.0 ft 4.55L N 19W 11.0ft 3D.Oft 90ft 15ft &0 ft 7.5 ft 7.0 ft &S ft 5,511 5.0 ft 4.S ft CE 15 lAf 7.5ft 75ft 75ft ISR 75ft 70ft GSR GOR S.Sft 5Aft 45ft = 20 Dtf 5.5ft T� 5.511 55 ft 5.511 5.5 ft 5.5 ft S.Sft 5.5ft 5.0 ft 4.5 ft HOHZOfRD1 LlpD 25 Of 30 pU 45ft 3.5ft 45ft 35ft 451t 35ft 45ft 35ft3.511 £ QW.."! 45ft ISR 45ft 3.5 ft A p 45ft 3.5 ft 45ft 3.5 ft 35 Dif s 3Dft 3011 30@ 30ft ^� ^ Sok 3Dft 3.0R L�i 0- 40 cU 2.5ft 2.511 25ft 25ft2.511 Z 2.5ft 2.Sft 2.5ft ft 2.511 2.511 50 loft 2011 7Aft lO fL 7011 r 20ft loft 2011 20ft loft Dd! 1.5fl 1.511 1-5ft a11A 1,511 AA 9a 4 a �1 awx5ceA as A A AA 1,511 Z O 70 15fl 1511 1511 15ft 1511 1511 15k 1511 L25 1.511 1511 15ft LL3 � of w H 0_ O I`0 Rail 20MV 1 3OW I 40 Dif 54 PLf 60 W 70 DW 80 PU IM21L 120 W 150 Dy 1,811 PU C) 0 Of 12.5ft 1101t 19011 90ft ^�v 75ft 70ft G5ft 6011 Soft 40ft >- 5 Of 12.5 ft 11.Oft 100ft ').o ft &Oft 7.5 ft 7.0 ft 6.S ft 6.0ft 5.011 4.0 ft 14 pff 1168 10.011 9T -ft Emasww CsSepvey B Fxwo w,e G.te G FAoowre Calepary 0 D,,. SIQp9 GSR S.5R tr... SOLAR MOUNT APPENDIX C Span Lenfth Raft 20 M 50 PU OVVwm 60 pLf Lenah 70 pff 80 PH 100PO 1200d 1 Ln U 0 w 12.5 ft 110 ft 1 10-011 9.0tt 8.S ft 7.5 rt 7.0 ft 6.5 It 6.0ft 5.0 ft 4.5 ft 5 ptf 12.5 ft 110 It 100 ft 90ft 8.0 ft 73 ft 7.D ft 6.5 ft &.Oft 5.0 ft 4.55L N 19W 11.0ft 3D.Oft 90ft 15ft &0 ft 7.5 ft 7.0 ft &S ft 5,511 5.0 ft 4.S ft CE 15 lAf 7.5ft 75ft 75ft ISR 75ft 70ft GSR GOR S.Sft 5Aft 45ft = 20 Dtf 5.5ft 5.5ft 5.511 55 ft 5.511 5.5 ft 5.5 ft S.Sft 5.5ft 5.0 ft 4.5 ft HOHZOfRD1 LlpD 25 Of 30 pU 45ft 3.5ft 45ft 35ft 451t 35ft 45ft 35ft3.511 45ft 45ft ISR 45ft 3.5 ft 45ft Is ft 45ft 3.511 45ft 3.5 ft 45ft 3.5 ft 35 Dif 3Dft 3Dft 3011 30@ 30ft 30ft Sok 3Dft 30ft 3.0R 3Dft L�i 0- 40 cU 2.5ft 2.511 25ft 25ft2.511 Z 2.5ft 2.Sft 2.5ft ft 2.511 2.511 50 loft 2011 7Aft lO fL 7011 2.011 20ft loft 2011 20ft loft Dd! 1.5fl 1.511 1-5ft 1-5ft 1,511 1.511 1.511 LSft 1,511 1.5ft 1,511 Z O 70 15fl 1511 1511 15ft 1511 1511 15k 1511 L25 1.511 1511 15ft LL3 � of w H 0_ O I`0 Rail 20MV 1 3OW I 40 Dif 54 PLf 60 W 70 DW 80 PU IM21L 120 W 150 Dy 1,811 PU C) 0 Of 12.5ft 1101t 19011 90ft 85ft 75ft 70ft G5ft 6011 Soft 40ft >- 5 Of 12.5 ft 11.Oft 100ft ').o ft &Oft 7.5 ft 7.0 ft 6.S ft 6.0ft 5.011 4.0 ft 14 pff 1168 10.011 9T -ft WS-5ft 80ft 75ft 70ft GSR S.5R 5011 40ft a ISLAf 7.5 ft 75h 7.5 It 7.511 7.5 ft 7.0ft &S IN &0 ft S.5ft 5.0 ft 4.0 ft � 28pff S.5ft 5SFt SSR 5.5ft 5.5ft SSR SSR SSR S.Sft 50ft 40ft H©Immaf Load 25 p4f 30W 4.5 ft 35ft 4.5 ft 35ft 4-5 ft 35ft 4-5 ft 35ft 4.5 ft 35ft 4.5 ft 35ft 4.5 ft 35ft 4.5 ft 35ft 45ft 35ft 4.S ft 35ft 4.0 ft 35ft 35 ptf 3.5ft 3.Oft 30 ft 30 ft 3.0 It 3.0 ft 3.0 ft 3.0 ft 3D ft 3.0 ft 3,0 ft 40 2.Sfl 2.511 25ft 2-5ft 2.5ft 2.511 2.5k 2.511 2.511 2.5ft 2.5ft 502 2Aft 2-1ft 2-011 7.011 20ft 2.0ft 2.0ft 2Dft 2.0ft 2.0ft b0 1.Sfl 1.511 1511 LSft 1.511 1.5ft 1.511 LSft 1.511 1.511 LSft 7E1 f 1.511 1.511 13k 1-5k 1.511 1.511 1511 1.5ft 1,511 1.511 1311 HMC HD I Emn W 60pif W rd Loa iZwgaals] hRFp'iwon SdpLf up.=Laaep.r g.aj Permkeed. I 10pk LlmfxuLGl�ma{.eea axa] BA nMay Span fm fJaye . 2.5 it Maz Span Tor uplift DAR MnL%m-wAn 1dp aurae, uplK wkh 50LAFMfl1.1147 Snadard Rail TTA Fluent 5 0 L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 EQUIPMENT EQ -4 3 M O N Ln U N N U 0 N a Y J m N O N DO 7 N ® > CE N g a x 1 O = y O N n = YOT x > a L/1 N a w rOf LO = W U a Z O w 3 a = N a o N fn Z Q OL Z 0_ L�i 0- U_ Z = W Z Y Z O L j DO j O Lai (If Y N N �v .... Ow 0_ Of Z 0_ r Z O CD zw aOf o� LL3 � of w H 0_ O I`0 W J o Q) O w � C) 0 Ld U 03 X Ld N >- W D_ Z :2 a Cf) Ld F- U F -O a N H Z a Z N U D H 1n D Q N 0 O U a J � � O H Ld J O � H N U DESIGNED BY: SB DESIGNED ON 9/29/2020 EQUIPMENT EQ -4 E -06 C- do C io 1l Fig. 1 Fig. 2 `Uldq Nur!r•-b,.-r Copper Lay -in Ground Lu AF&SCCPcalll:3iliant.Difeet Scr_°r- Ty Pe 11 G E f 3 h T O N M BurialL1-�T U v 0 st a_�•7� I: TY PE CGBL la lr�l9 °_° . IfF ll}_1� orad I,:ur IIF L4f1 ll:i�1 N ) * P. i l_i�---'� 1?� ISI LIea!_ 1 �_Ilel °j I_, -_I k; . Lwill db_ w J m N ".-STI"'•"� * S6_IIl r 0->r;;' & o.-* x d=10 :1�A k I , f r & C II I-, CI _ j t I P I_, E -06 C- do C io 1l Fig. 1 Fig. 2 `Uldq Nur!r•-b,.-r Fnjure rllr GruL-m- Wire R,:r r SA 5 tk! UIr-_rsium; Scr_°r- Ty Pe 11 G E f 3 h T O N M U v -375 US st v ^ N W 0 I N ) w J m N ".-STI"'•"� �: �'�. ' = ..® j:. Y.� � " .� I - . -'� _m O N N � i 1 Ld lmw to, UL W. UL ria E14to � 7 ndulm do pMM - OWDUwd r5k40M amULM LkW UL ElUX VaL. drill SIH Smm moufffq Iii re kim mkbtcmL& ILSM CRY of M W 11.9.ZaZa 4730 MadiEm RDadt Cincirrna i, Ohio IBM -1426 PhDne 5113 5M4200 Fax 513 8714084 V'� pit® www.ilgm co i CAmm& 1055 Lak-a-stwe Road) East,. Mississauga, OntariDr Canada L5E1E4 Phare KS Z74-2341 Fax 995 27 134, ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 1 O N M U v N v ^ N W 0 I N ) w J m N p N m ._. O N N 1 Ld 0 1 0 X X Q O = u°, I U pr N En i 2 Y C3 X m N W 1 Ld Q N U IL 0 Z O w N 3 Z 2 Z Q a M a w Fn Q = w Z Ld .. ^ .. w LL it O N 00 o0 O � w w w ~ (n vV v u u � Z O 0-)U z w LdOf w Ld 0 -of 0 LL � a) CU O � LLI U 000 � X .. w g .. cn V) .. r H .. w HLD .. �_ N .. z .. r Q Z LSI fr (� Q U Q 0- 0 N V) :2 O (n J Q U H fr Ld J :2 F- 0 H (n U DESIGNED BY: SB DESIGNED ON 9/29/2020 The new G.PEAK DUO BILKS G5 solar module from Q CELLS impresses with its outstanding visual appearance and particularly high perfor- mance on a smll surface thanks to the innovative Q.ANTUM DUO Technology. Q.ANTUM's world-record-lholding cell concept has new been oolTibined with state-of-the-art circuitry half cells and a six bushar design, thus achieving outstanding performance under real 'conditions - both with low -intensity- solar radiation as well as an het, clear summer dam. Q-A NTIlM TECHNOLOGY: L1i' LEVIIISED COST OF ELECTRICITY Hlgni@rylela per sur -race area, lower Bos costs, nl ger g�1 power c1 5@5, and art c3Tnclency rav, OT up t0 19.3%- IftINNGVAT[ VE riLL-WEISTH1ER TECHNOLD6Y Optimal ylel�l4, whatever lt1e weatMjei witn excel en. ow -IgM and temperature ten-avlu1lr. � E'dD!^F,ING H113H-EF;I:GE:%1�4O! 1f� Long-term ylekl I y wl-- rent _1.1 Tech-�_b_q5'. -.ntl � 1 �.� Te0hnoiq&, Hat-Spct 'r'_a _. �-� Tr �:_eabl= �I� I-_,' - :D L' 91 bM4 EXTREME W EATF ER RATING Hl n-tecl aluminlum &IIo' vame, mrnnec 0r nign snow.5ex)Pa) and °pyI7d .40O MP3;. sem. A RELIABLE INWESTIMENT � r� Inc lu5lve 12-1}ear Pfoduct voarranry a1'Ir1'I 25-yow IIrmar , •ted k7� "' Ler TOrmanze m r rant' `_ e STATE DF THE ART MDEW LE T'ECHN011aGr IM +=12W Q-AWUM I}i. G camtolnes cutting. eape cell se iaFatlan and InnDvat eve w Irl ng W1th Q_tNTU M T@ChndDW_ I APT Iasi cor+eilions a.xordirs to IE ;'TS A2Bo4.1:FD- L• mr-1hoc a (_1,5G'3W, 105y1 seg rata d -eel or, remr Pnr krner i^rrorn-atim. THE IDEAL SOLUTION FOR: Aaohaa�a^rte �: •��nll¢I �it:ln�s Engineered in iGemany OCIELLS Felt 11,85 -n-n x T DID °nTl x 32 -n-n linduding Intme) 3 �,• I WriFM 16.7 k3 , - - FrtmCmer 3•2mrr 1henraIN ire slreszed,gk=wit7 U) � aT1i rerleclion technology v Par -1 Cara orrp-mhe Pilrr u France BLe.:k ayxiced alrni-ii-m 0 I N ) r7 W Cell &x 20 -rrAocrysiallineCANTUM salmr haH cells J M In pl hiniriicm boas 7D•B_Fj--Im x 60 70mm x 13.21 mm N m ._. Ftaieslirl =Lass• FG 7^ withby-pass dkKks N N Caber A mrr2 sola cable; 1.-.] 11DOrrfirrl, I-] 1100rrrr IL IL I o Connecl-ar MuIIii • dael kc 4, P'GSmvd IPS® M X -II_'• co WIVER CLASS M5 M01 M5 MIN MrUM PERFORMANCEAT STANDARD TESTCONDl a N5, SFC' CPOWEIUCILEIRAMI.45W -41W) Power atJAPP: FW. 1W1 313& 31 Z. 3] Chore Cirruh Curerm' tr IAI 9.76 r.8i1 4.89 E Open CircuitY01zgel YM 11'1 39.75 d :r72 d 29. Curmal at MPD` I,, [Al 9•31 9.3G 5'.11 d Waluae ad MRP Yom. IV 32.7.9 3:112 33.4& EFF c -!ney • sl 1%) M 113.1 z 18.9 1133 MIN IgJM P E R FORMA NICE AT NORMALGPEUTING CONDITIONS. NOW P'ower.at YIN PW, IV] 226.0 229.7 233.5 E Shori Cirru i Current` 6 [Al 7. 7.93• 7.97 I: Open Circuit i Dkgr' 'Pt 11'] r: 37_11 37-43. 37-10 NE Current st MPIP' 7.32" 7_3& 7.41 V011.3;1e al MRP` VIV] 30M 312D 31.52' ' ICoG0% r•.:'w , srLilrn AN LSG °amu° .-irm 57L i 37k wrG As% B3Y fh°rw, MEET, spaarwriA 1 1.5G l IlyPic al value xrod Yammer dr+ia QCELlS PERFOA'MAKI WJ1UAM!]ri' PERFIDAMMiCE,ATLOW ORM IAKE s _ _ Jos M De noMnal pmEr dunle e1Qrrnax.aEtx Q a ----------7----- � Q ikrsl,,_l . Fn I I I I o + -- �'y�------ daRradw, zr. d: ram 43:1 It al a I Z g Ld .. ^ ' ' I 19 F- ILL of 7 7 C+ .Rldala°�'• :•+.-�nlu}rtf3r{CS. =u1%xr:' •"�:h411hItK? � 1 1 I I O O CE 0� Ld ~ (n ., 'k mal , '•,°; �{rYC a9Ylri�'. ® a i � is I&ALLKE I Saar' N � 1y p cal rfawk- pt ,wunce un:kr km rrWori;: rarrdl im r -:Dmimnson IGSTC -acciur:nsf'PC, L3Wf Wl TEPIDIPAT! IRE ^ DEF:ICJENTS Ten•,Fe°31 m Coell : e-1 :- .; i I%AKI a D)14 TemperalureCoeflicientoFYt, 01 (Will Tamperal .r- r -:II :: 7 := :',,,, Vl` o±Tdl :.:1r Marnal Operating CeII T -o peraturt- WLCT I'l c) 11 ' 4:1117177-:r-1. i M=imum System Yaltage WM l'i'] lass II Maa,mum R-:rrrsrl_�urrrnl a, IAI ir: .inE c Push? Pu`rP-.ore [Val LA.:.r i. P , r .-e,] Modus Temperature 4"2''c up -ID +85'C CTem-° D in a+ccardaricawithE.G912153 _- _.uantiroaur• 3" TOE 'w2111f Teased, IEC €123S!Ed.:'I; IEZ 6173D [Ed.1]-APPIKadrn dans k This =a sixes crmp Ire: wT.h AN F4 K,383. CIE ii DTE I^slala ar minor-r'aresmisl tre-lalvADd. &e Ilr::lr8L2112uon andopkrallre rraruil iFco°Iracrorr iachrital =vIcs dWwrniarr for hrdw rda7m '-1amrha 110ELU BmbH I _rY r: as L'x If t L, }50'5 ®Illede-IIoI,nnany s =L -9 (11 34M °66 54A I FAX +4 9 41>y344 E5 -230Cb I FtL saignDatmm I W e Engineered in Germany 32G 9.9l 4a 5& 9.4 7 1181) :z 19b X37'.2' X42 37_�d 3UA -0.2-6 A5 CAN of �► UCELLS tluent� S, n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 I O M U) � _ N v N % W 0 I N ) r7 W J M In pl N m ._. O N N ® IL IL I o I M X co Q O = ami I CY N N 2 Y d X M N W nI I I v of Ln W Q N U 0- O Z O til N Z = z Q a IL Q w Fn Q w Z g Ld .. ^ .. L LJ F- ILL of O N 00 I10 O O W w 0� Ld ~ (n vV v u u � Z O 0-)C� Z O W W � W I- 0 LJJ J (If Lr) a� CU O � LL1 U 4 000 � X LLJ g (n N 5-: I- LI I- 11 N Z LD z Z Li.l cr Q U Q 0 N o :2V)Q O J U W J O I- r) U DESIGNED BY: SB DESIGNED ON 9/29/2020 Data Sheet. Enphase Micrainverters Region: AMERICAS Enphase IQ 7 and IQ 7+ Microinverters ICER��FIR'� To learn more about Enphase offerings, visit enphase.cam The high-powered smart grid -ready Enphase IQ 7 Miert. -)T" and Eriphase IQ 7+ Micro " dramatically simplify thL- installation process while achieving the highest system efficiency. PZ, r' of the Enphase IQ System, the IQ 7 and IQ 7+ MicroinvFerters integrate with the Enphase IQ Envoy", Enphase IQ Battery', and the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinv^erters 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 t0 [ nsta 11 • Lightwei ght a nd sirrtpl e Faster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014& 2017) Productive and Reliable • Dpt m ized fo r h i gh powered' 60- cell and 72 -(cell* modlu le s More than a millixyn hours of testing Class 11 double -insulated enclosure • UL lusted Smart Grid Ready • Complies with advanced grid support, voltage and frequency rade-through requirements • Reim otel y u pd ales to respond to changing grid requirements, • Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-S,A) The IQ 7* Micro is required try su pport 72 -cell modules. n., ENPHASE. woo Enphase IQ 7 and IQ 7+ I' icroinvrer-tern INPUT DATA (DC) Corrmnnly iused module pairings" Module compatibility Maximum input DC voltage Peak pctiver tracking volta-ge Operating range MiniMax start voliage Max DC short: circuit current (rrodule let) Overvoltage -class DC port DC port backfeed current PV array configuration 107 -60 -2 -US 107PLUS-72-2-1JS 23S W- 3510 '114' + 235, W - 4 40 'M1i' + 601 -cell PV modules only 60 -cell and 72 -cell PV modules 48V 60 V 27V -37V 27V -•45V 16 V -48V 16V -60V 22 V J 4 8 'w 22 V1 169 V 15A 15A It 0A 11 0A 1 x 1 ungrounded array; No additional DC sidej protection required; AC side protection requires max 20A p-er bmnch circuit OUTPUT DATA (AC) 10 7 Milc relewerUr 10 7+ M l trainverter Peak output ,power 25U VA 295. VA Disconnecting means Maxii-nu m continuo us output powe r 240 VA 291)VA Com pliance Nominal (L -L) vo ltagelran€ge3 2411 V { 206V/ 24 1 V f 208 V f CAN/CSA-C22.2 NO. 197'.1.01 211-264 V 183-229•V' 211-2164 V 1:133-M Orr Maximum -continuous output current 1.0 A (240- V) 1-15 A (21)8'x,`) 1.21 A (24.0 V) 1-39 A (218 V) Norninal frequency 60 Hz 60 Hz Extended frequen-cy range 47 66 Hz 47 - 68 Ha j AC short circuit fault current over 3 cycles 5.8 Arras 5.8 Arms m Maximum units per 20 ,A (L -L) branch,circuit' 16 (240 VAC) 13 (21)8 'VAC) 13. (2119 VAC). 11 (208 VAC) Overvoltage class AC peri III 111 I AC port backfeed -current 18. rn A 18 mA Power factor setting 1.0 1.0 Power factor (2djustabl1') 0.85 leading ... 6.85 lagging 0.85 leading ... 0.85 lagging EFFICIENCY nW240 V (&20'8 V C&240 V @208 V Peak -efficiency 97.6% 97.6% 97.5'° 97-3% CL.0 weighted efficien-cy 97.0% 97.0% 97.1) V. 97-0 MECHANICAL DATA N W co Amhient to t°operature range -4610 to +65,10 I v Pel atwe h umidi ty{ range 41%. to 100%. (.condensing) Connector type MC4 (cir Arnphenol H4 UTX with additional 0-13CC-5 adapter) Dimensions (rtxWy.D) 212 mrnX 175 rnm x.30-2 mrn (without bracket) til N Weight 1.08 kg (2-318 lbs) Q a Cooling Naturalconvection- No ions Fn Q Approved for wet locations 'des IL H Pollution degree P D12 .. ^ .. Enclosure Class 11 double -insulated. corrosion resistant polymeric enclosure EnvironrnenialcategoryrlLIVexposurerating NEMAType 6/outdoor CIO In FEATURES O O W w W Ld I-__ Communication li Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoringoptions. d,yt:h options require installation of an'Enphase Ili Envoy. Disconnecting means The AC and DC connectors have been evaluated and a pproVed by LI L for use as the load -break O N M disconnect required by NEC 690. Com pliance CA Rule 21 (UL 1741 -SA) N UL 62109-1. UI1741/11EEE1547. PCC Part 15 Class P. ICES -001)3 Class R, CAN/CSA-C22.2 NO. 197'.1.01 ^ N This product is LIL Listed as PV Rapid Shut mown Equipment and conforms with NEC -2014 and NEC -2017 section 6901-12 and 022.1-2015 Rule 64-218, Rapid Shutdown of PV Systems, f©r AC W and DC conductars, when installed .according manufacturer's instructions. 1. No enforced 11 C:,+AC ratio. See the comp=atibility •calculator at htt sr� r+enphar�e.ccm)en•us, a.uorxart�muriule-compatihilitu. 2. Nominal voltage range can be exte nde J beyond nominal if required ty. the util ityr. 3. Limits m.ay vary. Refer tc local requirements to define the number of min ro inverters per Lara nch in your area. To learn mare about Enphase offerings, visit eriphase.com CRY 2G20 Enphase Energy:. At rights Teamed. Enphame. the Enphase logo. Enphase 10 7. Enphase IQ 7+. Enphase Ill Battery:, Enphase Erd ighten, Enphase IQ Eri". and olhe-tradernarks or servic�e n vases are the trademarks of Enphase Eirergy. Inc. oars subject to cftang: 11 �S.ZaZa� t1luent� S, n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3 I O N M U v N v ^ N � W 0 I N 0 r7 W J M j 0 N m ._. O N I N I o X co Q O = ami I U CY N v i 2 Y C3 X M N W co I I I v L Q N U IL O Z O til N Z = z Q a Q w Fn Q W w IL H Z g Ld .. ^ .. of O N >_I CIO In O O W w W Ld I-__ N v (Nj v of Z O 0-)C) Z ICY- �_ LLJ LLv ICY_ Z (If 0 N �U O � L,J 0 000 � X LrJ :2 N N 5-: H LrJ H 6: N Z r Q Z Lv Of (� Q U Q 0- N :2 O (n J Q U H Of LrJ J O H (n U DESIGNED BY: SB DESIGNED ON 9/29/2020 Data Sheet Eriphase Netwcrlcing Enphase IQ Combing 3 -I yAMl-240-3 L The Enphase IQ Combiner 3' with Enphase IQ Envoy" consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providi ng a consistent, pre -wired solution for residential applications- it Offers up to four 2 -pule input circuits and Eatun7 EMIR series busbar lassernhly- Smart Includes ICS Envoy for communication and contre I Flexiblenetworkiing supportsVdi-Fi, Ethernet, -or cellular Optional AC riecepta.cle ava ila bl e for PLC bridge • Provides production metering and a•ptiionall consumption monitoring Simple Reduced size from previous combiner Centered mounting brackets support single stud mcu riling N i Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC p l ug -in breakers (not included) • 30 Atotal PV or storage branch circuits Re liable • Durable NRTL-certified NEMA type 3R enclosure • Five-year limited warranty • UL listed LISTED To learn more about Enphase offerings, visit end Enphase IQ Combiner MODEL NUMBER 10 Combiner 3 IQ Combiner 3 with Enphase NO Envoy' printed circuit board for integrated) reven Lie grade PV X-10-AM1.244-3 production metering (ANSA and optional consumption monitoring (+1- 2-5%)- ACCESSOR.1 ES and REPLACEMENT PARTS (nbt included. order separately) En phase Mv+iobdle Connect" Continuous duty C ELLM DDE M-03 (4W12 -par nate p la n) Plug and play industrial grade cell u lar made rn with 44ta pl en for syrsterrrs up to 60 CELLMODEM-01 (3G/5 -year data plan) micrt.inverters. (Available in the LIS, Canada, Mexico, Puerto Rico, and the US Virgin Islands, CELLMOD€ ,!I -M1 (4G based LTE -M 5 -year data plan) where there is adoquate cellular service in the installation aroa.) Cons umption M onitor ing I CT Sp lit core eurre.nt transformers enable who le h cm a consumpbon meter ing (+1'- 2-5%). CT -20+0 -SPLIT U p to four 2-pol a Eaton B R aerie s Di stri bulled General io n (DG) breakers on ly (not i nc l ud ed) Cansurm1iann-mgirannq is required far Ennhase Rc9aW. Syslems 64 A Wireless OSie adapter Installed at the IQ Envoy. For communications with Enphase Eneharge— storage and Enphase COMMS -KIT -01 Enprwoi" smart switch- Incl udes: US8 cable for con ne fiion to IQ Enver or €npha se I Q Combd mer' MECHANICAL DATA and allows redundlant wi reless comrmuniicalion with €ncharge and Enpower- Circuit Breakers Supports Eaton BR210, BR215, BR220, BA230, BR240, BR250, and BR260 circuit breakers. R RI( -1 CIA -2-240 Cir -cu it breaker. 2 pin lie, 1 GA, Eaton BA210 B R K -15A-2-2 40 Circu it breaker, 2 pa ler 1.5A Eaton BR215 BRhL-20A-21D-2101 Circuit breakor, 2pole, 20A. Eaten 19.13220 EPILC-01 Pourer I ine ca rrioe.r (comm uni cation bridge pair), q u a ntity - o n e pai r XA:-PLJG-120-3 Accessory receptacle for Power Line Carrier in IQ Ccrnbirer 3 (required for FPLC -01) }CA-ENV-PCBA.-3 Replacement IQ Envoy printed circuit board (PC B) for Combiner :3 ELECTRICAL SPECIFICATIONS • Main lug corn,bi fled outpui: 10 to 2/0 AWG -copper conductors. Rating Continuous duty System), voltage 120,E 240 'QAC, 6 0 Hz Eaton RR s. -Pries bushar rating 125 A Max- continuous currentrating (output to grid) 65A Max- fmia/circuit rating (output) 9-0 A Branch circu its (so a r aond;or sto rage) U p to four 2-pol a Eaton B R aerie s Di stri bulled General io n (DG) breakers on ly (not i nc l ud ed) IV ax- Dontinlura u s cur rent rati ng (in part from PV) 64 A M, ax- fatal b rancrl circuit bre aoker rating (input) BOA of distributed generation /'g 0A with 'IQ Envoy breaker included Production Metering CT 200 A solid eo re pre -in stalled" and wi red tot lO Envoy MECHANICAL DATA � (Dimensions (WxHxD) 49.5 x 37-5 x 16-8 c m (19.5" x 14-75" x 6.63'). HeigMrt is 21.06-(53.5 cm vvith mounting her ack-ets). Weight 7.5 kg (16.5 lbs) Ambient temperature range -408 C to +46° C (401 to 1158 F) Cooling Natur all convection, plus ho -at shield Enclosure environmenial rati n g Outdoor, N RTL -certified, NEMA type 3R, potyfcarbonate construction Wire sizes 20 A to 50 A b wak,er inp uts: 14 to 4 AWG copper cc nducto rs • 60 A breake r branch input. 4 to 110 AWG copper Bond uctors m • Main lug corn,bi fled outpui: 10 to 2/0 AWG -copper conductors. O • Neutral a n d g ro u n d: 14 10 1/0 copper cord uctors Always follow local code requirements for ccni ueta r sizing - .Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS 0 Integrated Wi-Fi 13012.11 h/g/n Ltherne l Optional, 602-3, Cat5E (or Cat b) UTP Fth ri` u . ca L 1 c f,r of i°c-1 ud od) Cell ul a r Opti anal. CELLIV CJDEM-011 (3G) or CELLMODEMw1-03 (46) or CELLMv1 UCsLr' :-J i L46 L;,�,. (riot included) COMPLIANCE Cornpliance, Combiner UL 1741, CANICSA 022.2 No. 107.1, 47 CFR, Part 15, Class B, ICES 003 = Production metering: ANSI 012.20 accuracy class 0.5 (PV° production) Compliance. 10 Envoy U L 6 0 601.1 r CAN CSA 22.2 Nei. 610]101-1 ENIPHA To I -earn more abt)ult Enphase offerings, visit enphase.com -Z 2C."-.� Enphase Ener #SII ri h.s reserved. En Kase, lh�e Enphase Ic a, i " +'^n -.Diner 3, and other trademarks or sservlc a naunes a I ne � - P 4Y 9 P` P 5° -� �L irad'ernarks of Enolase Energy, I rp. 2019 11.04 cayof AL 11.5.Za2a t1luent� c n i '+r R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 OPTIMIZER/COM CS -3 3 1 O N M U v N v ^ N � W 0 I N ) r7 W J M j 0 N m .. O N 0 N 1 g X X co Q O = ami I U Car N N = Y C3 X M N W co I I I v lit Q N U Il � OLLJ Z O lil N Z = Z Q a M Q w Fn Q tJJ Z g w .. ^ .. Lu l— of O N oo ooO O w X w N v (Nj v rr � Z Z Z Ois z C) ch O W ISI ELLJ Z LLJ_ 0 n IBJ _J � �U O � LrJ U oob X ILLI g (n H H N Q z W(� Q Q 0 NU :2 O V)Q J U W J O H (n U DESIGNED BY: SB DESIGNED ON 9/29/2020 OPTIMIZER/COM CS -3 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED SOLAR ARRAYS WITH SAFETY DISCONNECTS AS SHOWN: LEGEND: um =UTILITY METER FMS—Pl =MAIN SERVICE PANEL ® =AC DISCONNECT TRUE NORTH COM =COMBINER PANEL A o m 0 36" FIRE OFFSET 0 0 (N) PV MODULE EQUIPPED W/ (1) o MICRO—INVERTER PER MODULE (E-1) ?MSP �M coM CIRCUIT #2 (E-1) CIRCUIT #1 (E-1) m m CRY or n v C , gil 2 z) 2 ez) vvz vvz vv -z HATCHED AREA WILL PROVIDE 3' OR 18" FIRECODE PATHWAY TO COMPLY WITH IFC 605.11.3.2.1 ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 PLACARD PL- I 3 M I o N N U v N v N > W n U N a Y Q U M W J m N O N 0] 7 N ® > Q N g x N s ¢ p O x vv r O _ t Y O x > m U) V Q w r w Z Lo = Uaf a w 3 a = N ¢ o N n Z Q Z 0 d Q U Zw x w z r z O m j O r v1 V1o ....v .... w 0_ z D_ CD Z (7 O p a Z p � w LJ D_ (n Z Ld H O H7 of W J D 0 N O ILL LJ � OU U D X LJ 0i 5: W D_ Z Y :2 Q cf) LJ F-- U F—O Q N H Z ¢ Z V) U D 0 H N D Q D N O U Q J Of H W J O � H N U DESIGNED BY: SB DESIGNED ON 9/29/2020 PLACARD PL- I City of Wheat Ridge � Residential Solar PERMIT - 202001158 PERMIT NO: 202001158 ISSUED: 07/16/2020 JOB ADDRESS: 4350 Pierson St EXPIRES: 07/16/2021 JOB DESCRIPTION: Residential rooftop PV solar installation, 5.76kW, 18 panels, no structural. *** CONTACTS *** OWNER (303)335-7191 CARTER CHRISTOPHER A SUB (612)208-4436 GRAHAM WOOD 202108 FLUENT SOLAR LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00 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 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 6. The issuance or gran ing of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap is le code or a ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of C ief 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 Perm is Subject: Online Form Submittal: Solar PV Installation Date: Monday, June 22, 2020 3:12:29 PM 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 Property Owner Name 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" 4350 Pierson Street Christopher Carter 303-335-7191 chris.carter@aristocrat.com Electronic Payment Form - Revised 5-1-20 Fillable 202005011620013849.Ddf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Fluent Solar LLC x9ce 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. Project Value (contract value or cost of ALL materials and labor) 619-208-4436 jhowland@fluentsolar.com jhowland@fluentsolar.com Residential Rooftop PV Solar ($22000) 5.76 0 House roof - 1 array No Enaineerina Letter.pdf Christopher Carter Enaineerina 6-11-20.pdf 22000 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 Jenalee Howland 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. WCONSULTINgA Scott E. Wyssling, PE, PP, CME June 11, 2020 Fluent Solar, LLC 3400 N 1200 W Suite 204 Lehi, LIT 84043 Wyssling Consulting 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com Re: Engineering Services Carter Residence 4350 Pierson Street, Wheat Ridge, CO 5.760 kW System To Whom It May Concern: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Fluent Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Fluent Solar and will be utilized for approval and construction of the proposed system. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of truss system with all chords constructed of 2 x 4 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug -Fir #2 or better with standard construction components. The existing roofing material consists of rolled roofing. Photos of the dwelling also indicate that there is a permanent foundation. A. Loading Criteria Used • 120 MPH wind loading based on ASCE 7-10 Exposure Category "C" at a slope of 8 degrees • 7 PSF = Dead Load roofing/framing Live Load = 20 PSF • 3 PSF = Dead Load solar panels/mountina hardware Ground Snow Load = 30 PSF Total Dead Load =10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the 2015 International Residential Code. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. Page 2 of 2 B. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Unirac Installation Manual', which can be found on the Unirac website (htto.-Aunirac.com). If during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug -Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 'h" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed no greater than 48" o/c. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2015 International Building Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly your Q Scott E. Wyssli , PE Colorado License N 7 City of 7.6.zaza W CONSULTING SCOPE OF WORK: FLUENT SOLAR INSTALL THE PROPOSED GRID—TIED PHOTOVOLTAIC SYSTEM. FLUENT SOLAR WILL BE RESPONSIBLE FOR COLLECTING THE NEEDED SITE INFORMATION TO DESIGN AND INSTALL THE PROPOSED PHOTOVOLTAIC SYSTEM. THE PHOTOVOLTAIC SYSTEM INCLUDES: ( 18 ) HANWHA - Q.Peak DUO BLK-G5 (320w) (CS -1) ( 18 ) ENPHASE - IQ7-60-2-US (CS -2) ( 1 ) ENPHASE - X-IQ-AM1-240-3 M (CS -3) THE MODULES SHALL BE FLUSH—MONUNTED USING APPROX. ( 41 ) Quick Mount PV #QMLSH MOUNTS ON UNIRAC 310168D RAIL THE PHOTOVOLTAIC SYSTEM SHALL BE INTERCONNECTED BY PERFORMING A RATED BACK FED TAP INTO THE EXISTING 200 A MAIN SERVICE PANEL 116011F_\10 1111001:I_11 1,[Nto] 1]15 • MODULE INSTALLATION • OPTIMIZER INSTALLATION • INVERTER INSTALLATION • MOUNTING AND RACKING INSTALLATION • AC/DC DISCONNECTS • GROUNDING AND PV GROUNDING ELECTRODE AND BONDING TO EXISTING GEC • SYSTEM WIRING • NET METERING (IF NEEDED) • PV LABELS (THAT ARE APPLICABLE TO PROJECT) r .v � - _ I, fes• j 1W I 1L WL NOV _ —Nor _ z O i W Z Z 0 J � FL 0 Uj W W z O Z ul ca 5� -1 `Sk.l'eel •� City of �"ZWhcatRidge MUNI'TY [7EVEl01'MENT APPROVED f . Reviewed for Code Compliance • 7._S.Za_Za_ Plans Examiner Date — 9 Valid of rmh.- The issuance of o permit or approval of pkns spec! iw& and computations shaft not be o permit for, or an appruvor of, any vrotobon any of the provisions of rhe bui ding rode or of aa+ City ardinances. Perm presuming to give ourharity to vW60 or cancel the provisions of tine BL40 codes or other on: inonm of The City shah not be vuhat ASCE 7-10 WIND SPEED: 1120 MPH, EXPOSURE CATEGORY C CONTENTS: i den GROUND SNOW LOAD: 1,30 PSF, EXPOSURE CATEGORY C I C-1 PHONE: 866-736-1256 COVER PAGE PV-1 SITE PLAN GENERAL NOTES G PV -2 ROOF INFO 1. EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT PER MANUFACTURER'S REQUIREMENTS. ALL SOLAR MODULES, EQUIPMENT, AND��,p0 L/CF PV -3 SITE PHOTOS METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CANNOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS O •• ' r' tis S'' E-1 o w LL_ 3 -LINE DIAGRAM THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. 4�.;';�( S E-2 > LABELS 2. ALL PLAQUES AND SIGNAGE REQUIRED BY NEC 2017 SHALL BE METAL OR PLASTIC, ENGRAVED OR MACHINED IN A CONTRASTING COLOR TO THE :;�o E-3 ELEC. CALCS PLAQUE/LABEL. ALL PLAQUES/LABELS SHALL BE UV & WEATHER RESISTANT (SEE PV -2). 45 M-1 v MOUNT 3. DC CONDUCTORS SHALL BE RUN IN EMT AND/OR MC (METAL CLAD CABLE) AND SHALL BE LABELED A MINIMUM OF EVERY 10' (SEE PV -2). • M-2 MOUNT CONT. 4. EXPOSED NON—CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE ::`� WITH 250.134 OR 250.136(A). ''• ��`' �,��5••• EQ -1 EQUIPMENT 5. CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER VOLTAGE .............• EQ -2 EQUIP. CONT. OPERATIONAL RANGE. S/� ANAL EQ -3 EQUIP. CONT. 6. ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND BE WEATHER/SUNLIGHT RESISTANT AND CANNOT BE HAND—WRITTEN EQ -4 EQUIP. CONT. 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. EQ -5 EQUIP. CONT. 8. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF—MOUNTED SYSTEMS, CS -1 MODULE WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. NEC 110.2 - 110.4 / 300.4 Approval Notes: CS -2 INVERTER 9. ALL PV METERS TO BE WITHIN 5' OF ANOTHER. 1) P/V array system to have grounding system installed per Part 111 of CS -3 OPTIMIZER/COM 10. PV METERS TO BE INSTALLED CORRECTLY, SUPPLIED FROM THE TOP JAWS. Article 250 per 2017 NEC Article 690.47(A). PL -1 PLACARD 11. ALL ROOF PENETRATIONS MUST BE FLASHED. SIMPLY CAULKING DOES NOT SUFFICE. 2) If LIFER ground in not available provide or verify supplemental IN -1 w N INSTALL NOTES 12. ALL DC CONDUCTORS RUN INSIDE OF THE STRUCTURE SHALL BE INSTALLED A MINIMUM OF 18" BELOW THE ROOF DECK.ground rods per 2017 NEC Article 250.53(A)(3). LLj a w -I 13. ALL WORK SHALL COMPLY WITH THE 2015 IBC AND 2015 IRC. 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(6) 0-1 OFFICE USE 14. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE. .. z 15. EQUIPMENT MAY BE SUBSTITUTED FOR SIMILAR EQUIPMENT BASED ON AVAILABILITY. SUBSTITUDED EQUIPMENT SHALL COMPLY WITH DESIGN CRITERIA *EQ1-5 PL -1, IN -1, AND o o LZ w 0-1 ARE PER REQUEST OF u u PV SOLAR INSTALLER* i den S 0 L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 IL 3 M I v N o w LL_ .. _ N > U 0 N � � M I J v ro W N O N .. O N ® Q Li N X Q O = u°, I pr N En vi Y C3 X M N W I W Q N0- U 0 Z O w N 3 Z 2 z Q a M LLj a w -I Q = w w Z s ..� .. z o W °p I 00 o o LZ w w ~ vV u u u of Q_ Z o 0-)c� z w s c Ldch w O 0 n W LL. J c a� 0U O LL Ld C) 0000 X w cii r w a, N z r Q Z Lv(� Q Q 0 NU :2V)Q O J U Ld J O V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 COVER PAGE C 1 LEGEND: uM =UTILITY METER MSP =MAIN SERVICE PANEL =AC DISCONNECT TRUE NORTH COM =COMBINER PANEL 1n D_ L M m 3 M 1n U .. ... 0 w �` m N > U n U N a Q m U M J m N 36" FIRE OFFSET N 7 N ® ¢ Of o N g a x N s ¢ D O x v r O _ (N) PV MODULE EQUIPPED W/ (1) ..... = Y O — x > m 1/1 m ¢ w < MICRO -INVERTER PER MODULE (E-1) w Z Lo = A UOf a MSP�M coM w m a = N ¢ o 1.1 N fn FF- Z 0- d Q U_ W Z S D Z Y 0_ Z O fjm j O DO (If Y m N v CIRCUIT #2 (E-1) O o CIRCUIT #1 w Z D_ } Z Q) CD O � CD a z O w W � !n Z Ld�ro U O V') [If WI J o' m o LL w m U C) 1 00 1 1 X di 0i r Lii a z r PV -2 PV -2 PV -2 GENERAL NOTES: • VERIFY ALL OBSTRUCTIONS IN THE FIELD. • VERIFY ALL DIMENSIONS IN THE FIELD. HATCHED AREA WILL PROVIDE A • EXISTING ROOF RAFTERS OR TRUSSES 2X4 @1240.C. PER SITE SURVEY MEASUREMENTS. 3' OR 18" FIRECODE PATHWAY • PROVIDE RAIL SPLICES AS REQUIRED BY MANUFACTURER'S GUIDELINES. • NO SIGNIFICANT SHADING WILL RESULT FROM EXISTING ROOF OBSTRUCTIONS. TO COMPLY WITH IFC 605.11.3.2.1 • PV MODULES CANNOT BE INSTALLED OVER OR BLOCK ATTIC VENTS, PLUMBING VENTS, FURNACE OR WATER HEATER VENTS ETC. • ROOF MOUNT SOLAR SHALL NOT EXCEED THE PITCH OF THE ROOF IN PUEBLO CO • WHERE INDICATED ON PLAN, MIN. DIMENSIONS ARE REQUIRED PER THE "SOLAR PV INSTALLATION GUIDELINE" PUBLISHED BY THE OFFICE OF THE STATE FIRE MARSHAL. • SCALE 3/32"=1' • Fluent S d L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 SITE PLAN PV -1 D_ M 3 M 1n U N 0 w �` N > U n U N a Q m U M J m N O N 7 N ® ¢ Of o N g a x N s ¢ D O x v r O _ v = Y O — x > m 1/1 m ¢ w r w Z Lo = UOf a w 3 a = N ¢ o 1.1 N fn Z ¢ Z 0- d Q U_ W Z S W Z Y 0_ Z O fjm j O DO (If Y m N v O o w O w Z D_ } Z Q) CD O � CD a z O w W � !n Z Ld�ro D_ O V') [If WI J o' o LL w U C) 1 00 1 1 X di 0i r Lii a z r :2 ¢ cf) Ld F- U F -O ¢ N H Z ¢ Z N U D 0 H 1n D Q N O U Q L H W J F- V) N U DESIGNED BY: SB DESIGNED ON 6/11/2020 SITE PLAN PV -1 A SIDE VIEW MAN r.7,u ATTIC INFO NOT TO SCALE *# OF ROWS MAY DIFFER SHOWN 3 DRAWN FOR EXAMPLE DIAGRAM* PREFABRICATED TRUSSES SI ZE: 12X4 SPACI N G:124 ROOF INFO IN INCHES I TAG ID ROOF HEIGHT: 49 A ROOF FACE SPAN: 351 B ROOF LENGTH: 696 C ROOF TILT: 8 D B�Ew 2'-4" MAX CANTILEVER VAULTED CEILING PV ARRAY STRUCTURAL INFO TOTAL PV MODULE COUNT: (TOTAL NUMBER OF MODULES BEING INSTALLED) 18 MODULES APPROX. ATTACHMENT POINTS: (ROUND UP (TOTAL ROWS WIDTH) / (MOUNT SPACING)) +2 41 MOUNTS INDIVIDUAL ARRAY AREA: (MODULE LENGTH) X (MODULE WIDTH) 18.17 Fr2 (INDIVIDUAL ARRAY AREA) X (TOTAL MODULE COUNT) = TOTAL ARRAY AREA: FT 2 . 32702 Fr2 TOTAL ROOF AREA: (ROOF AREA TOTAL) = FT^2 1556.9 FTA2 % ARRAY/ROOF: (AREA AREA) / (ROOF AREA) = % 21.0 X TOTAL ARRAY WEIGHT: (TOTAL MODULE COUNT) X (MODULE WEIGHT) = LBS 742.14 LBS TOTAL DISTRIBUTED LOAD ON ROOF: (TOTAL ARRAY WEIGHT) / (ARRAY AREA) = LBS / FT^2 2.27 LBS / FTA2 (TOTAL ARRAY WEIGHT) / (TOTAL NUMBER OF LOAD ON EACH MOUNT ATTACHMENTS) 1810 LBS / ATTACH. ASCE 7-10 WIND SPEED: 120 MPH, EXPOSURE CATEGORY C GROUND SNOW LOAD: 30 PSF, EXPOSURE CATEGORY C _ N cxy a �a b.Za2a, GENERAL STRUCTURAL NOTES: THE FOLLOWING CALCULATIONS ARE INITIAL CALCULATIONS BASED OFF OF THE SITE SURVEY INFORMATION, AND THE EQUIPMENT CUT SHEETS. REFER TO STRUCTURAL LETTER FOR FINAL CALCULATIONS, SNOW AND WIND SPEEDS j:luent 5 D 1 A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 ROOF INFO PV - 2 EL 3 0 I N v N 0 W LL- .. _ N > U Lo 0 v) a m I v J N p N W ._. O N ® Q I Ld o 04 I Q x N Y c I p O _ I N pr N uj 2 Y d X m N W I W Q NEL U W Z O IiJ Z Q N 2 w Z >- U Z .-. w �^ W H CE O W N vV v u v o W W W a ~ Z O � O W W EZ W Ld 0 w -i � a) oU O � Ld LSI U oo 0 X W :2 (A (/) 5-: F- Lj F- L N Z O 5-: Z Q Z LLI Q F- U Q 0 Q N O N J V) U H of W J :2 F- 0 F- V) V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 ROOF INFO PV - 2 w I 1'. i CRY of � 7.bZaZa As tluent S' 0 1 A. R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 SITE PHOTOS PV - 3 CL M N v N 0 W LL- .. _ NLo > U 0 I N � � m I J ) W N p N o N N ® Q x Q o = u°, I pr N vi En Y C3 X m N W n I I I W Q N0- U 0 Z o w N ZLLj 3 2 Z Q a M a F- w in Q = W Z W .. ^ .. w O o W W u It 0- Z O 0-)C) z ch O LLL.I Ld �_Ld W 0- 0 LL.I J rY Lf) ai CU O LL. LLJ U oob X .. w g c.n . N . r . H .. w HLD .. �_ N .. z .. r Q Z Lv cr Q U Q 0 N V) :2 O N J Q U W J O H (/) U DESIGNED BY: SB DESIGNED ON 6/11/2020 SITE PHOTOS PV - 3 WIRES IN WIRE TAG IDI CONDUIT I AWG A 5 #10 AWG B 5 #10 AWG C 4 #6 AWG D 4 #6 AWG XCEL ENERGY NOTES: 1. W PWDUCITON METER SOCKET WILL BE IN COMPUANCE WITH SECTION 4.11 OF THE XCEL ENERGY STANDARD 2. W PRODI.nON METER WILL HAVE W GERNERATON WIRED TO ITS UNE S1DE TERMINALS (TOP OF METER BLOCK) 3. YELLOW WITH BIACK LETTERING PLACARD LABELS WILL REM *PHOTOVOLTAIC SYSTEM CONNECTED' AT MAN BILLING METER k 'W AC DISCONNECT AT AC DISCONELT 4. W PRODUCTION METER WILL BE LOCATED WITHIN 10' OF THE MAN MILLING METER 5. W PRODUCTON METER TO HAVE A STAMPED BRASS, AWMINUM, OR STANLESS STEEL TAG INDICATNG THE ADDRESS (WITH UNIT NUMBER IF APPUGBLE) AND 'W PROD' IN ACCORDANCE WITH THE REQUIREMENTS FOR METER IDENDFICATON IN SECTON 4.14.4 OF THE XCEL ENERGY STMIDARD UTILITY METER EXISTING WIRE 120/240V 1�3W FROM UTILITY TRANSFORMER MAIN SERVICE PANEL EE -1 EE EE -2 RATING (SEE ABOVE) FUSED AC DISCONNECT GROUND RATING TYPE, TABLE MATERIAL 250.122 AMPERAGE RATING IS SAME AS FUSED DISCONNECT (SEE ABOVE) NON-FUSED AC DISCONNECT AC DISCONNECT SIZE: ENCLOSURE TYPE: SPECIAL NOTES: CONDUIT 60A FUSED NEMA 3R WITH 30A FUSES BARE, CU 13/4" EMT THWN-21 CONDUCTOR SCHEDULE 3/4" EMT CONDUCTORS PRODUCTION TYPE, MATERIAL WIRE 90-C (1947) AMPERAGE RATING TABLE 310.15 (B)(16) SIZE Q CABLE 40 #6 AWG THWN-2, CU 40 #10 AWG THWN-2, CU 75 #6 AWG THWN-2, CU 75 #8 AWG * TAG D ONLY IF APPLICABLE XCEL ENERGY NOTES: 1. W PWDUCITON METER SOCKET WILL BE IN COMPUANCE WITH SECTION 4.11 OF THE XCEL ENERGY STANDARD 2. W PRODI.nON METER WILL HAVE W GERNERATON WIRED TO ITS UNE S1DE TERMINALS (TOP OF METER BLOCK) 3. YELLOW WITH BIACK LETTERING PLACARD LABELS WILL REM *PHOTOVOLTAIC SYSTEM CONNECTED' AT MAN BILLING METER k 'W AC DISCONNECT AT AC DISCONELT 4. W PRODUCTION METER WILL BE LOCATED WITHIN 10' OF THE MAN MILLING METER 5. W PRODUCTON METER TO HAVE A STAMPED BRASS, AWMINUM, OR STANLESS STEEL TAG INDICATNG THE ADDRESS (WITH UNIT NUMBER IF APPUGBLE) AND 'W PROD' IN ACCORDANCE WITH THE REQUIREMENTS FOR METER IDENDFICATON IN SECTON 4.14.4 OF THE XCEL ENERGY STMIDARD UTILITY METER EXISTING WIRE 120/240V 1�3W FROM UTILITY TRANSFORMER MAIN SERVICE PANEL EE -1 EE EE -2 RATING (SEE ABOVE) FUSED AC DISCONNECT GROUND RATING TYPE, TABLE MATERIAL 250.122 AMPERAGE RATING IS SAME AS FUSED DISCONNECT (SEE ABOVE) NON-FUSED AC DISCONNECT AC DISCONNECT SIZE: ENCLOSURE TYPE: SPECIAL NOTES: CONDUIT 60A FUSED NEMA 3R WITH 30A FUSES BARE, CU 13/4" EMT THWN-21 HANWHA 3/4" EMT CU PRODUCTION METER: THWN-2, W 3/4" EMT CU USED AND WILL BE DETERMINED NO PM THWN-2, V 3/4" EMT CU EE -1 EXISTING ENPHASE IQ COMBINER 0 > (N) 10A z 0 (N)20A J -BOX UL -LISTED Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2017 NEC Article 690.47(A). 2) If LIFER ground in not available provide or verify supplemental ground rods per 2017 NEC Article 250.53(A)(3). 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(6) _1 TO EXISTING GROUNDING ROD CONDUCTOR NOTES TAG B = NM CABLE WILL RUN THROUGH ATTIC WHERE POSSIBLE U7 LIJ Z*z� J �0 U U U) N LIJ J �0 U i Cily of MODULE MANUFACTURER HANWHA MODEL MODEL PRODUCTION METER: MULTIPLE J—BOXES MAY BE W VOC 40.13 USED AND WILL BE DETERMINED NO PM REQUIRED V AT INSTALL ONLY ONE SHOWN FOR CLARITY OF DESIGN 9.6 EE -1 EXISTING 200A BUS BAR RATING TEMPERATURE COEFFICIENT OF PMAX EE -2 EXISTING 200A MAIN BREAKER RATING %/'C EE -3 NEW 200A RATED BACK FED TAP N EE -4 a a m EE -5 U M Cily of MODULE MANUFACTURER HANWHA MODEL MODEL Q.Peak DUO BLK-G5 (320w) PMAX 320 W VOC 40.13 V VMP 33.32 V IMP 9.6 A ISC 10.09 A TEMPERATURE COEFFICIENT OF PMAX -0.37 %/'C TEMPERATURE COEFFICIENT OF VOC -0.28 %/'C INVERTER / MICRO—INVERTER MANUFACTURER ENPHASE MODEL 57-60-2-U MAX AC OUTPUT 1A AC OUTPUT VOLTAGE 240V MAX DC INPUT VOLTAGE 48V NOMINAL DC INPUT VOLTAGE 27V -37V MAX INPUT CURRENT 15A MAX OUTPUT CURRENT 1A WEIGHTED CEC EFFICIENCY 97% MIN AC CONDUCTOR SIZE #6 AWG MIN AC GROUND SIZE #6 AWG PV BREAKER 25A INVERTER WATTAGE 320W OPTIMIZER / COMBINER PANEL MANUFACTURER ENPHASE MODEL M-IQ-AM1-240-3 EATON BR215 BR220 BREAKERS BUSBAR RATING 125A SYSTEM VOLTAGE 240 V MAX CONTINUOUS CURRENT RATING 64A 3 M (n U Fluent 5 0 L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 3—LINE DIAGRAM o_ M 3 M (n U N 0 w �` N > U n U N a a m I U M J OD N O N 7 N ® a Ofa Q N X 1 O = y O N j = YOT — x > a (n N a w .0 z = UOf a L a = N a o N fn z Q Z 0_ fl Q U W z S w Z Y Z O T) j O Tai (If Y N v O (r w of w z O_ CD z O Q) p z (7 � a O w w_ (n of z Ld H O '7 w J of L0LLJ Q) O w < UU U 03 X LL (10 r U M z r a Ld U a N O I- z a Z V) U D H (n D Q D Cn 0 O U a J Of H w J o � V) N 0 U DESIGNED BY: SB DESIGNED ON 6/11/2020 3—LINE DIAGRAM SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID , HUTOOVV SWITCH TTHE "OF F" POSITION T SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THEIAY NEC 690.15 & NEC 690.56(B), (C) LOCATED ON THE AC DISCONNECT 705.12 PLACED ON THE SOLAR COMBINER PANEL LABELING NOTES: M.- RATED AC OUTPUT CURRENT A NOMINAL OPERATING AC VOLTAGE V &vvARNING POWER SOURLCE OUTPUT CONNECT, [7D NOT REL.00ATE TF115 OVERC41RtiE- :; NEC 705.12 PLACED AT PV POWER SOURCE OCPD DEVICE AwAG - U& PHOTOVOLTAIC SYSTEM COMBINER PANEL 1. LABELS CALLED OUT ACCORDING TO ALL COMMON CONFIGURATIONS. ELECTRICIAN TO DETERMINE EXACT REQUIREMENTS IN THE FIELD PER CURRENT NEC AND LOCAL CODES AND MAKE APPROPRIATE ADJUSTMENTS. 2. LABELING REQUIREMENTS BASED ON THE 2017 NATIONAL ELECTRIC CODE, OSHA STANDARD 19010.145, ANSI Z535. 3. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 4. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [NEC 110.21] THEY SHALL BE PERMANENTLY ATTACHED, WEATHER/SUNLIGHT RESISTANT, AND WILL NOT BE HAND WRITTEN NEC 11.21(B) 5. LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8", WHITE ON RED BACKGROUND; REFLECTIVE, AND PERMANENTLY AFFIXED [IFC 605.11.1.1] NEC 690.54, NEC 690.13(B) PLACED ON THE AC DISCONNECT 4000, qry Of Ai WA,R N. IN G I ELECTRIC SHACK HAZARD NEC 690.13(E), NEC 690.15 PLACED TERMINALS ON THE LINE AND ON ALL JUNCTION BOXES LOAD SIDES MAYBE ENERGIZED IN THE OPEN POSITI0I4 FOR LINE—SIDE TAPS ONLY: LOCATED AT THE MAIN DISCONNECT IN THE MAIN SERVICE PANEL FOR LINE—SIDE TAPS ONLY: LOCATED AT THE MAIN DISCONNECT I N THE MAIN SERVICE PANEL tluent� S n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 LABELS E-2 IL M N v N W LL_ .. _ N > U Lo 0 I N � � m I J ) W N p N ._. o N N ® Q 1 Li 01 1 0 x x 04 co Q = u°, I pr N = Y C3 X m N W n I I 1 v Z It W Q N0- U 0 Z o w N 3 Z = Z Q a M a w Fn Q = W W H It z W .. ..� o >_I o W W ~ (n vV v u u � Z oor) z w Ld �0 af w 0 �_j LL. � 0) o � Ld U 4 3:0 U 0000 � X .. W :2 c.n . N .. r .. W .. OL N .. Z >' Q Z Lv(� cr Q U Q 0 N O (n J Q V) U W J o V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 LABELS E-2 TAG A ELECTRICAL CALCS (SEE E-1) UNDER MODULES, NOT IN CONDUIT #10 AWG MAX CURRENT= 40A 40A * .96= 38.4A ENPHASE IQ7-60-2—US MAX CIRCUIT CURRENT 9A FOR STRING 1 9A FOR STRING 2 TAG C ELECTRICAL CALCS (SEE E-1) #6 AWG MAX CURRENT = 75A 75A * .96 = 72A (ASHRAE 2% AVERAGE HIGH =32° C) 72A PER CONDUCTOR ENPHASE IQ7-60-2—US MAX CIRCUIT CURRENT 9A FOR STRING 1 9A FOR STRING 2 TAG B ELECTRICAL CALCS (SEE E-1) #10 AWG MAX CURRENT = 40A 40A * .96 = 38.4A (ASHRAE 2% AVERAGE HIGH =32° C) 38.4A PER CONDUCTOR ENPHASE IQ7-60-2—US MAX CIRCUIT CURRENT 9A FOR STRING 1 9A FOR STRING 2 TAG D (IF APPLICABLE) ELECTRICAL CALCS (SEE E-1) #6 AWG MAX CURRENT = 75A 75A * .96 = 72A (ASHRAE 2% AVERAGE HIGH =32° C) 72A PER CONDUCTOR ENPHASE IQ7-60-2—US MAX OUTPUT =18A 18A * 1.25 (SAFETY FACTOR) = 22.5A ENPHASE RECCOMENDED OCPD= 25A DESIGN CRITERIA AND CALCULATIONS BASED UPON: NEC TABLE CEC/NEC 310.15(B)(16) 90° C (194° F) ASHRAE 2% AVERAGE HIGH =32° C NEC TABLE 310.15(B)(2)(a) 90° C DERATE FACTOR = .96 INTERCONNECTION CALCULATIONS ITEM UNIT PANEL BUS RATING AMPS 200A MAIN OCPD AMPS 200A ALLOWED PV PER NEC AMPS 240A ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 ELECTRICAL CALCS a 03 M I N Ld LL_ v N > U 0 V) � � m Y m N O N ._. O N N ® Q I v p I x N v Q O m I r O N V) Y2r X d N LLIQ CD I I I O � W Q U >LLI Z O L;jN2 LLI V) Q Z W 0_M w U Z .. lL XZ m Q o U V) C�2 j V) 0 O O LL. W W Ld W v () v v v (L Z z O Z 0 w ON Of w of w LLI o w w ,L0 a) CU � U ' 00 X .. w :2 (A .. N .. F- .w 0. ._. N .. Z O_ 5-: Z Z D_ U F_d ~ U N cl Q V) O J U H Of w J m F- 0 I- V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 ELECTRICAL CALCS Base Low Slope Mount I Q M, LS H 2AR12 TmFtu ANCE FOR 511 &' iil ARDYYAkE 0 —01.25 K&A 21 AND POST IITEM 4) AND IT HEIG-IE AVA"LE IP4 I' ULL FINISH Ahlb ADZE ANODIM MEN STAJNLM STIRk L, SCIREV6 INCLU1=N 4 3 Quik unt r v llllt, QMLSH: QB SE LOW :SLOPE OUIN7 � u°� LLi't C■mmAr RAO, RE'r° Pa�.�rl i Is A :vR; FLYS PL� rmm:m1AL L PI 3 1 5latmin; 4Irtrm sn VVacd Cumuk N Qi ZM, T&W r 112 A, 11-U A 140421: I °° 1 Frfhd rnu m bipmrindclod i mm mtv i -zr ,:AhR Lauchasl ymP imon brr- Z- ML km rrW rsl .dqw -Jn bmw ■ ,Quoick Mount PV" 91723-S R F= % p I- -r: 7 1 F- F F 0 f'• F Aug -Mg' H• As t1luent 1 ". R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 Lag 9dt SIftmIrns IL 5.xKAc &mW 26m sal IF AN 3.3.®, nmc chqmb 5, W ihat p I',dophl IM+*+ Fr irml -33 131ir All -=*+ Fr Souh Ad t175 3Z 1 rgrrram, %mL= L pm Pam IILISFI &M 1 A homi Am t05 im I Lrn Fr 43 low m 11an Fr NaM1 ,a 7175 _ N sc .wrl M-0 m Ins W W'" Pr® Fr _{7 1oz 2m 4-rgi pr® Fr r. d MC hl [ L . ill 133E iii 5latmin; 4Irtrm sn VVacd Cumuk N Qi ZM, T&W r 112 A, 11-U A 140421: I °° 1 Frfhd rnu m bipmrindclod i mm mtv i -zr ,:AhR Lauchasl ymP imon brr- Z- ML km rrW rsl .dqw -Jn bmw ■ ,Quoick Mount PV" 91723-S R F= % p I- -r: 7 1 F- F F 0 f'• F Aug -Mg' H• As t1luent 1 ". R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 MOUNT M-1 IL _ 1-- M N v N 0 0 W LL- .. _ N >LO U 0 1 N � 0-m I J ) W In 0 N ._. O N N ® Q 1 0 1 lr-- x x CO Q O = u°, I CY N vi = Y C3 X IL N W CID I I I v Z Ln W Q N0- U � 0 Z O w N 3 Z = z Q a LLj a F- w U) Q = W w CL H Z g Ldrn O N 00 0 O O LZ W W W ~ (n v U u u u Ix It Z 0 0-)c� z �ch _ O L�L.I L v I t W I— 0 Ld J � ai CU o LL. LLI U 4 000 � X w cii r w F- �_ N z r Z LLI(� Q Q I) 0 NU :2N 0 J U W J 0 V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 MOUNT M-1 980 41st Street Tot: (5t0) 420-81' Oakland, CA 94 608 FAX. ( 510) 420-8186 e-mail Info@app mate lg,corn Rieprorx R&L fjsed ot? ft'r';A'11. '_2 0 1 2.16,r Leh.rrii-ruI Changes On�v Mr. Stewart Wenmorth PrL_Jecr Nurnber 11131 IJ ICK. M01J INT t}'IP° 936 Detroit Avenue, Surge D Concord, CA 94519--2539 Subject: Ouick Mount QHj�,e with 6.5" PoNi as Used In Lour Slope Mount (OMISH-71 & Unr � e"l Tile [Mount I ltir1T a T1 f) LouiL ToaiirtM Dew ter. Wentworth: As "nested, Apphod klateria is & Errgirieering, Inc- (AME) has OaMpleted load-teStille,'he QMLSH-7 hardware- The purpose of our I-esti1118 was t0 evaluate the t i Le and 5beat Ina C ity of the QM LSH - 7 hardki-.are attached to a co -m- Tlm ially available 2 ":[4" Douglas Fir rafter. SAMPLE. DESCRIPTIEW Nine � 9) mockup samples m kn-c t1:, l i ° - rL d to Our I aboratory on June 17. 2 011. Mockup configuratio-n consisted of three 16" long raltc rs at "o.e., sorewe4:1 to U2" Struetural I plywood. . The. 7" (finished heighn Quick Mount Stinidci t1' (Q_N1 S0') hardwam is attached thrmgh the plywcHad into the raider -with two .5 ' 16F"Y.3" la�,, bolts te_7rcl ucd. io 15i -lbs_ Product ham-lware drd' wi ngn, are provided in Appendix A. TEST PRO('E DI IRE S & RESI-I_TS 1. Ten wile Swength Three 'Sa31lp1eS were tested for tensile strength on Jung 29. 7-011 using a United Universial iesting rrratihirre. Samples Fere rigidly attached to the tes-ting rr achirret and a tensi le load was applic-41 to thin 51-1 6"x I " rnaclrine bolt connected to the alurninurn post. The sm.-pies were loaded irr [ti31113un ar[ a constant rate of axial defonnailon of 0.0.5 iri_?rnin_ without shock until failt,rt L W-rc-d. Haj d Lin [lie above testiq, the average ultimaie tensile load of the QMLSH-7 hardware in DoujgL:az, FLr ��-a:� determineiL t0 be H31 lbf. The spedfic gravity and waisture Content n-fthe rafter was tested In accordance with ASTM D-23 5 Method A (overr-dry)_ The. average specific gravity and moisKire convent was det rrnin� to be 0.436 and ` 0.9%, respectively. Detailed results are provided in Table 1. Test semp i -H illustra ied in Figure 1 of Appendix 13- %11 _ %1l '-tlI7rt Wuwivorfli Pwrtiect Nktmr x -r 1 1 '111 , QUK K \II Ise: Q1110k MOL1111 Q 11'rti-c� �% I I h 6.5° °t as Used sed in Low Slope Mount 10NALSH-7.I n &er d `l.ilc Mcmnl ( UTM) Load Testing JLII% :x. 2011 I- "�11L'11r X114 tI4�PI-II IF'&rr-311CC Io Rs ft r 1 -1 -use ���1�1,�� ���-rm .•.;.�: I�- .I�.tiir st�li.�th art �1.��� �!��:D] I r��ity�� lirti!I�r� 1 �ni���al t�sstili� nl.a�hil�a. Samples were. rigjcll� :l w L is I I _'d [o : lie t l i ng rnaclting and -a sllct�r toad was app] ted tot Lhr- 51,1 Wx I „ rnachiric bol[ e01.1fleCted tea the u l uniinurrl .5agWoff The sam plc:- �vcrc loaded para] I -el to rafter at a co tart rate Of axial deformiali Ob 01'101 iri.ltnin_ vva .hi ALL ,hock k Unt 1l fa 1 lure Occurred. Based on the s� y abow tCtil1 R, the a-verg r LI I t1 taedie- load, paral le I Lig r al ie r. I' Llie QMLSH,.7 liardware in Dou lay Fir was c,euermirrn 1 r) his RI:I3 I br'. The 5pcciflc gravity artd imiISLure u41ni-e t orIlic raricr xvL• tesrc1 in accordl i:ic,= ',� IL�°i M,,:thud A (o+ cn—dry). The average. Spec1 fi L I Ly and TnoiNtUre COBICTIt %vas dCLC tiL) be DA38 and 13.8%.. res;pcct1vc1y, T tailed results we proy-ided in Table I1. Typical test; setup is il I ustrated in F i! --Lire 2 L) pr5endIN 3r ® hea r S tr-en-gth 11e rptiftd iculalr to Raft eF tee° .3aMpl IWM tCStCd 10r shear strength On Jane R-" 201 L LiNirll';. ai t niLeel i_1nilvcr l w -sting machine. .So-w-ples were rigidly attache! J ii the le oing m.achinc and a, shear load iL%sas applied it) the 5� 16"' 1 muhine holt connected to the alutbirwn_ �,[;jndoff. The � rnples xcrt� loaded perpendicular t0 ratter at a L or:L.Lu311l T' t>= (3f a a l J,1[r)eMa.1iOn Of 0.0 I ill. Mitt. WithOLur _- hock un l.i 1 ELi 111% occurrcd. Based on the above testing. r : lB_ :_1 La-, l -;: LAurnatc shear load., per n-- is Li I uI [o rafre r_ 4a t' 1 h� QM L H-7 hardware In Douglas Fir wLl•, i...Le:. rrrainCrl to hi- '583 lbf. The s - a c1 0 ra,'�' I I._ti° ` tnoiStrll,rl� C r:�l rLtnt of Lair r�r: I r:r i��:J� Lc�1C1� 197 accordance wrl�°l of Tp2 39 . �ST� I�° elh-tw1 A (Oven-d*J. The average spec [fiL � nij r1.4 Dail rL)01 � , UTC goInIcnt was determined t0 he 0.45 L and 16.5%, re! Pmfi vcly. Detailed results are. provided in 7; a1,1 e HL Typi Q41 tc51 scarp is i llustrated in Fite i of Appi rndi x 13, If you havc any question regarding, the ftho e, ]-d r -ase du m"I I Ii-esitate to call thede-nagnol . Respectfully Suhlmiacd., PPLIEll) MATERIALS & ENGINEEIRINC.'. 1-54-- M 5 -. M z prat wnagcr Page t of`'� �-� =; � � ��1� �"I � INC. Page I oaf° r7..�aza� sr Rev'icwBy airmen T ilia i,, Ph_D-, P. F r ncipal I L/L I, r'ifEi=� tluent� S n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 IL M N v N 0 W LL_ .. _ N >LO U 0 1 N � � m I J ) W N p N o N N ® Q 0 1 1r__ X X CO a o = a I pr N (� 2 Y C3 X M N W 1 Lci lit Q N U M 0 Z U w N 3 Z 2 z Q a IL LLj a w Fn Q = w w >_ Z w ..� .. o o w w H [n vV v u u � Z z O 0-) zw C) O W � W � r2 0 n w LL. C) o w U 000 � X Li cii r Iii 6 N z r Q z Lv Q U Q N :2 O V)Q J U W J :2 F- 0 V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 6tSLT LT[ON ®r -Al 2*e Y OXT LUFLAT ON —,' PART gr 7,4BL€ ibsfL] pT7 LENGTH SK RJ41L 1-U' MILL u 12c 94 ftAn- 3 -kr CIA i3T =° k iii iL,4[iW L MILL l taB" 3 Ll}L66CJiean dam" 32DISM SH 1. 7yCiIP-, stiRAIL 5 MllL ' .11MCK iii � "1L 2w OA 209, L2y�ylrL'r� rJli iL1IZ-14 RAfl- 24T 'UR - ' lK11L yI4 ;LL29Cp:) 5N BONDING SPLICE BAR 1 r12 x 34' SFiF �,!" Ld]IvG SS S,r-IFwS. ]1+ICli1DM TYPICAL SPLICE 13d4R DETAEL NOTE CNL7 2 THAT SCREWS ,dFL° w1rED AT AN €5MS}LIN 30NT. TYPICAL EVANS[0"f,l ]OIr,IT DETAIL THE St1tf A l FST RM aAAfVJXA AN WedLCifv 1t=UhIT. SEE ]h6.1tALLA1ICH G►]C7E FOfL PA'f # TALE F; fa iPT760M MLdC 13ND Wa i !&EH'Tfi7Wi -M-lb LdD OND 9214E l3SR S€NIATED flRK 01 1 M01 U PATEff-. LES NOTICE 1L ' Ull+i` PIDJE-ff L7hIE:LAMOLIhIT C]R.ti'[N TYPE: FAIT DETAiL. DESCRIPTION: STANDARD RAIL LRE�vHSION aATE:a11.� DRAOING h117 TO SALE ALL Ci11EMt5]L71 5 ARE r' FMOLICT PROTECTED & Ln ONE 01 »] L I&y aiia NE 5DS Fit Yd41,ii4'. umAA 1 M01 U PATEff-. LES NOTICE CIM6 PRO DUCT LINE: SOLAFtME7UNT aRkti'fIhIC TYPE: PART & ASSEMBLY aEAIPTIhJ B OPiG]NZ; @ -LIC E B, CITE g3120 17 pr CR,4iNlhG NOT TO SCALL ALE DIM ENSIe:allowavt 1aSr1= F DUET m=cTED 143r BRXUKr BLVD. NE ONE MOE- JE. �7Er4-MOW- Kli.24L&ll LES ICej =hELQILEPJ� WO -11.02 LGA SF9EET . Lft l11JPUCE47M PAWr Tk fi14B1_E F•a" Ay iPTIDN O012[' MICRbVI'iPE MMMT CLIP LAS PL -ST C nkL]D]JCT LINE: 541LARMOUNT DItiVING TYPE: ASSEMBLY DESCRIPTION: 'dVIR.E MCAT CLIP IE sLcfr LREVISION DATE: 9f27J2017 " tilts is Cir al' IL o N W M _ v N LL- C7 N � 0-m I v � J N 0 N W o N N ® Q I o I � � � x = a°� co Q vi o � N = Y C3 Q X m N W W I U It Z Lil 3r.Q N IL 0 o N Z = Q U) Q z a� a w � = w w )0--ItZ >- o w w v � Z Z � C) O 0 -ch Ld ) Z W � W �_ O W 11 � F-- 0 I`7 W J U � 0 � UU 00 � X W (n 5-: W Z 5-: g (n H H Q W 0Q N � Q Z 0 N U :2 N Q V) C) J � U W J O � H U DESIGNED BY: SB DESIGNED ON 6/11/2020 LAL 4'�l�iTOT �SCALE NOMINAL L d]L'MENSI ARE PRODUCT PROTECTED 8if ONE ORI�f� USPa�TENTC LEGAL RIC -i _ _ U—S e Y!CF�s clzi 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256Lo 1 =hELQILEPJ� WO -11.02 LGA SF9EET . Lft l11JPUCE47M PAWr Tk fi14B1_E F•a" Ay iPTIDN O012[' MICRbVI'iPE MMMT CLIP LAS PL -ST C nkL]D]JCT LINE: 541LARMOUNT DItiVING TYPE: ASSEMBLY DESCRIPTION: 'dVIR.E MCAT CLIP IE sLcfr LREVISION DATE: 9f27J2017 " tilts is Cir al' IL o N W M _ v N LL- C7 N � 0-m I v � J N 0 N W o N N ® Q I o I � � � x = a°� co Q vi o � N = Y C3 Q X m N W W I U It Z Lil 3r.Q N IL 0 o N Z = Q U) Q z a� a w � = w w )0--ItZ >- o w w v � Z Z � C) O 0 -ch Ld ) Z W � W �_ O W 11 � F-- 0 I`7 W J U � 0 � UU 00 � X W (n 5-: W Z 5-: g (n H H Q W 0Q N � Q Z 0 N U :2 N Q V) C) J � U W J O � H U DESIGNED BY: SB DESIGNED ON 6/11/2020 LAL 4'�l�iTOT �SCALE NOMINAL L d]L'MENSI ARE PRODUCT PROTECTED 8if ONE ORI�f� USPa�TENTC LEGAL RIC -i _ _ U—S e Y!CF�s clzi 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256Lo 1 l11JPUCE47M PAWr Tk fi14B1_E F•a" Ay iPTIDN O012[' MICRbVI'iPE MMMT CLIP LAS PL -ST C nkL]D]JCT LINE: 541LARMOUNT DItiVING TYPE: ASSEMBLY DESCRIPTION: 'dVIR.E MCAT CLIP IE sLcfr LREVISION DATE: 9f27J2017 " tilts is Cir al' IL o N W M _ v N LL- C7 N � 0-m I v � J N 0 N W o N N ® Q I o I � � � x = a°� co Q vi o � N = Y C3 Q X m N W W I U It Z Lil 3r.Q N IL 0 o N Z = Q U) Q z a� a w � = w w )0--ItZ >- o w w v � Z Z � C) O 0 -ch Ld ) Z W � W �_ O W 11 � F-- 0 I`7 W J U � 0 � UU 00 � X W (n 5-: W Z 5-: g (n H H Q W 0Q N � Q Z 0 N U :2 N Q V) C) J � U W J O � H U DESIGNED BY: SB DESIGNED ON 6/11/2020 LAL 4'�l�iTOT �SCALE NOMINAL L d]L'MENSI ARE PRODUCT PROTECTED 8if ONE ORI�f� USPa�TENTC LEGAL RIC -i _ _ U—S e Y!CF�s clzi 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256Lo 1 " tilts is Cir al' IL o N W M _ v N LL- C7 N � 0-m I v � J N 0 N W o N N ® Q I o I � � � x = a°� co Q vi o � N = Y C3 Q X m N W W I U It Z Lil 3r.Q N IL 0 o N Z = Q U) Q z a� a w � = w w )0--ItZ >- o w w v � Z Z � C) O 0 -ch Ld ) Z W � W �_ O W 11 � F-- 0 I`7 W J U � 0 � UU 00 � X W (n 5-: W Z 5-: g (n H H Q W 0Q N � Q Z 0 N U :2 N Q V) C) J � U W J O � H U DESIGNED BY: SB DESIGNED ON 6/11/2020 LAL 4'�l�iTOT �SCALE NOMINAL L d]L'MENSI ARE PRODUCT PROTECTED 8if ONE ORI�f� USPa�TENTC LEGAL RIC -i _ _ U—S e Y!CF�s clzi 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256Lo 1 Cir al' IL o N W M _ v N LL- C7 N � 0-m I v � J N 0 N W o N N ® Q I o I � � � x = a°� co Q vi o � N = Y C3 Q X m N W W I U It Z Lil 3r.Q N IL 0 o N Z = Q U) Q z a� a w � = w w )0--ItZ >- o w w v � Z Z � C) O 0 -ch Ld ) Z W � W �_ O W 11 � F-- 0 I`7 W J U � 0 � UU 00 � X W (n 5-: W Z 5-: g (n H H Q W 0Q N � Q Z 0 N U :2 N Q V) C) J � U W J O � H U DESIGNED BY: SB DESIGNED ON 6/11/2020 LAL 4'�l�iTOT �SCALE NOMINAL L d]L'MENSI ARE PRODUCT PROTECTED 8if ONE ORI�f� USPa�TENTC LEGAL RIC -i _ _ U—S e Y!CF�s clzi 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256Lo 1 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256Lo 1 PRD SERIES END CLAMP PART ff TABLE P/M DESCRI PTJON M203SM 5M END C AMF AA,SEMRLV MILL 302030M Mtb CLAMP A59 Y, MILL 3020300 MIDCiAMP ASSEMBLY, ibkK PRD SERIES ►+"IID CLAMP 1 T__1" 3Dmm to 51mrn VU, �t6 •�,� �1'�ic' �ARfFS REFER TO � Svc ETSM-PIIS BONDING SM MIC] CLAMP BOND] NG SM EMD CLAMP i1 %i.'U N I.RAC I %� M F U 111 I RA'4 PRODUCT LINE: SOLARMDUNT DRAWING NDTTDSC4LE ALL DIMEWADNS ARE g SH RND MIDCL MP K <_ MM27n DIdAWING TYPE:' PART &,ASSEMBLY ryphgNgL 94 SND MLDfiAHP CF 7 34202M 1411 BROAMVAY BLVD. NE 1020J9C SM AND MLDCLAW DIC S& JA2W'ks &+N &ND MEDCLA P DLORK SS ALBLQUERQUE, NM FIE USA DESCRIPTION` BONDING CLAMPS PRODUCT PROTECTED BY sV) 0 W LL PHDNE; .. ONE OR MORE US PATENTS WWW,UNIRACCMM REVISION DATE.. 9114f2017 LEGAL NOTICE SWEET �t6 •�,� �1'�ic' �ARfFS REFER TO � Svc ETSM-PIIS BONDING SM MIC] CLAMP BOND] NG SM EMD CLAMP i1 %i.'U N I.RAC PART Or TABLE PSN D€SCFzfpTTIDN 3WN2027C SH RND MIDCL MP K <_ MM27n SNS 9ND rILDlfL"P AL bi LK SS 3N M20C 94 SND MLDfiAHP CF 7 34202M S9 JW ftLy A,^4 , _L Ok-: SS 1020J9C SM AND MLDCLAW DIC S& JA2W'ks &+N &ND MEDCLA P DLORK SS 17ORBONDING ENDCLIMP =IEFER TO SHUT &4-W5 �t6 •�,� �1'�ic' �ARfFS REFER TO � Svc ETSM-PIIS BONDING SM MIC] CLAMP BOND] NG SM EMD CLAMP i1 %i.'U N I.RAC PRODUCT LINE. SOLARMOLINT DR,4WFC Wff TC SCALE ALL DIMEIEMNSAAE PART & ASSEMBLY DRAINING TYPE: PART II1 ASSEMBLY NlllLq ]�] BRLUDK+J6ti BLVD. ME REVISION DATE: kLRP E1,° JU NNmV Q LGA DESCRIPTION: DON DINCa TOP PROOLICT PROTECTED � HDW- so 242k 1. L CLAMPS ONE GR MOREUSDATEN S V W.LNn1 LCON REN BION DATE: l0f2gV2G17 LKN 01 SWEET 3 W EW LLL1 IRJM DETAIL A DETAIL B TRIM END CLIP TRIM MID CLAMP TRIM CONNECTION PART i TABU PJM msauPTPO#N LEND Tm 206072D4 SMTR1MDU 161' ONAa]0mI TRIM END CLIP 341 L BRL1 iVAY BL'VL NE KDAffML NM aAW USl RINE 5V5.24fAl1 144AW.LnIIPkC€� PRODUCT LIME., 50LARM0LJNT DRAYIING TYPE: PART & ASSEMBLY DESCRIPTION: 5M TRIM END CLIP REVISION DATE: 912 7 1 2 0 17 rlQM: 3. ENF. CAF IWLuMD VATLI EVERY END CiAHP. �. END CAL° FLTS SCILAJLHOU NT LDGHI AND STAdNWAD RAIL, PAMI.ES. SOLARMOUNT STANbAA OPTIONAL BREAi[JLDT LINE _f '�✓o' ALL[iNMEN5Ii7fJ5ARE '°'"' .01:UNIRAC 741' Pgapbvx- NL0 SIE PRCIDLICT PROTELZEI'J BYeilk;sJL NmV'.Q LGA ONE OR MD RE US PATENTS PW.IE: LEGAL NOTICE WEET IM'R'A LNLRAL'WN SCXA RM CO KOWCT MINE: SOLARNIOLINT DRAWING TYPE: PART DETAIL DESCRIPTION:, ENO ,CAPS REVISION DATE: ! 711017 ±:UL I LUN F L I _'o GRMN4ING W-1 SCALE ALL 31MEr ]CN5 Az= VOy1IV{4� IL PRcouCT RRCITE= QY uy ONE OR MORE'JS RATEN-5 LEGAi NC}TIC£ _±_rET W0 Oo�0 , ..Yss v!�/ . 4 5� S�CNAl- �NCa 4m luent 5 D L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 IL M N v N 0 W LL .. _ NLo > U 0 I N � � m I J ) W In p N ._. O N N ® Q I o I x co Q O = u°, I Car N vi = Y C3 X 0- N W I L11 Q N U 0- 0 Z O LLi N 3 Z = z Q a I LLj Q F- w U)Q W Z m W W �� H O In 00 00 O O L� W w W H [n vV v u u � Z O or)C� Z �ch _ O W Lv � W I—�% LLJ it Ln N CU O 0 LL_ Lu LLJ U oob X W N 5-: W 6: N Z 5-: Q Z Ld(� Q Q 0 NU o :2V)Q O J U cr W J O H () U DESIGNED BY: SB DESIGNED ON 6/11/2020 Certificate of Compliance C'ertificate, 7013L735 Master 'antract_ 26 %Hl26iWii Project:. 717]115553 Date Issued. 20I8-110-0 lrsue+d Tek: Unirm 14l11 Broadway NE Albuq werque, New Mexico 87 IISA Attention: K"ILs Nicalaed's The products listed below are eligible to bear the ESA Mark s'ha ivn ivith adjacent ir7di alar `Cir and T-ISt frrr Canada and US or with adjacent indicator "US "far US only or without either i]TnrficaYar f r ILr'arnf dfl` 011tI". Issued bv; Michael HoEfnagle C U PRiilSillCTN CLAS. - C531302) - POWER SUPPLIES- PH0T0VGLTrk1C5--FV Racking CIA F,5 - C531362 - POWER SUPPLIES- PHOTOVOLTAICS -PV Backing. and cLanong s±sttems-C'erliMed to US Standards 1 :cels: SM SOLARMO [INT Flush -to -Roof is an extruded aluminwn rail VV racking systems that is insta iso palrallr] to the mot in landscape or portrait ontrillitions- ITA Vni"I: Large Array Lsa ground mount system u-iilF the SU111114luld (M%11 plalifiirJn full illy bonding, and grounding of P%• moduk-s- SOLAAM(H NT The systein listed 1s designed to p m idc bundung�grounding, and mechanical suability for Phtt;oy vltaic Mildules. The system is mcurCd to the roof with the L -F" components through the roofing rnaterrial to building welt■c. Modules are senTed to the racking system with stainless steel or aluminum mid clamps and Aluniiintma dead. elmips. The modules axi! handed to the racking s}stlrrn with the stainless strel hmdling mid Llarrtps with piellcing ports. The system is Bounded with LO AWG copperwine to bainding?,graunding lugs.. Fire ratings ofC1sm A with Type 1, 2, 3, or 10 fcT steep slope- Tcs7cd al 5" inrmlitial gap which allows installation at any stead ---off heighi- 3a73LEV.2mJ&ca-IK Fwt 1 CSA Gm" C'ertitrr-attr- 7013L735 Project: 70195553 Master Contract.- ''(69D9 Irate Issrede 20ift-10-1)9 The grounding of The system is irlte3lided to ownplly with the latest ediition od the National E]eciricsLL Code, to inchide NEC 250 & fi9O- Ljw-ELI=Cy6dts compliance is required, in addition lot national codes. All &wLmdinN1borading; connections are in be toiqurd in accorddanice with the installation Mamal and the seettinjp used during the certification testing for the Current edition Of the PVDjC,ct Fq)Ort. The system may employ optimizem1micretinvericrs and used for grounding when installe5d per insta]]atioa instructions. ] itchanlaal ratings. Ckm,n%w=d bmipt Load (16+Pim) 111.4 I:gttarasd Design lid CIMP) .$ b wet-SLopr Lm(IkaV) 14.7 Conditions of Me ptabi ity - ba9t&"tiOD is subject da axcptmlice ofthe krcal inspection authorities having jurisdietiorn The Ixrtlficaition of the products ren tes only to the methrida of installation_ Mndingr, a_rad grounding as ouLl incl in the lasiaLLation Mantra] %r each product. I uirae L-aMe Array FLA is a ground mount system using the S ilaar%Ifwnr (:iii) platform for Ike h4lndirt1Z and groundi,R of PV modules. VI. A aluminum Components merge -A ith SM rails and inital.ler-suppl is -d steel pipe. The SM rail i,}Teri is sic-eurcd to the horizontal Pipe ugi®r, the Rail Bracket onmponents. ThC Rear and Front cap seem" Il he Pipe to the vertical Pipe- The Front cap iii also Lined to secure II be Cross brace. A Slither is altacbcd to the verfteal Pipe to secure the Cross Grace, The SM ra li, caps, slider, rail hmckets, and crom braces materials are tat 05-T5 alumin mm extrusion. Fastener-, malcria Is are 304 slaainlcss steel. Iltlrirrlutal tend vertical pipe mat]erisk meet the minimum requireinmts ar ASTM .5.5.3 for gahanized steel pip[' in 2" alld 3" diameter. The mCchiLnical ltlad ridings from The NNI LL-st slats %i ill he a pplied to the FLIL model,. Fi rr: ]•Cuing is not applieabk due to bring? a Wound m -nu ut m stem. APPIff-AIME RI:C}IJREMENTti UL ? ;113 -1st Edition - mounting S)%tems, Moluriting Devices_ l,lanipineltmentOn De -vices_ and Ground Lugs far Use with Flai-Plate PhotoVokai.c Modules and Panels. LTR AE -001-21]12 - List of Technical Requirements for Phoiovaltaie Module and Pane] racking Systems The manufacturer is rcgtdFcd to apply d -Le fullovnng markings: • Products steal[ be marked with the markings 9pocifited by the particular product standard- • Products ceni fled for Canada shall have aro C.autiaer and'Aramingmoikings in both Engiis1i and FretlL11. ■::S M SOLAR APPENDIX A 1 N on MOW System CertifiGatilon 1. PAGE The 50,LARM0UNr system has been Lertified and listed to the UL 17[)5 standard (Rack Mounting Systems and Clamping Devices for Flat -Plate Photnualtair Modules and ParmeLs' 71-r is standard in Eluded edectricaL grounding,eleetriral handing, rn chartical Load and fire resistance! testing. In conducting these t ests,speci5c modules are selected dor their physical properties so that the certirmcs tions can he broadly applied.. The following Lists the ipecifmc modules that were tested and the apptirability of those certifications to- other moduLes that might come onto the market. In addition to. UL 271)3 certifir.atinr@Unirac performs inbemal testing beyond the requirements of certification tests in order to establish system functional limits, allowable lo -ads, and Factors of safety. These testa include functicn3L system tests, and destructive Ioad testing. Mechanical Load Test Modules System Level Fire Classification The modules selected roF UL 2743 mechanical toad testing were The system fire [lass rati ng requires instaLL-Aun in lite manner selected to represant the broadest range possible for moduLes Ln specified in the SDLARMOUNT InstaLLation GuAR. 5C1LARMOUW the market The tresis performed [aver the fallowing basic moduLe has been classified to the system level fire porion of UL 17135. parameters: This UL 1703 classification has been incorporated into aarUL n 27D5 product certifntation. Class A. system Level fine performanre is Frame thidcnesses 9ma er than or equal to 1.0 mm inherent in the SCLARM4UNT design, and no additional mitigation • Basi[ single and double wall frame profiles {some measures are required.The fire classification rating is only "Lid rompLex frame profiles could require further analysis to on roof pits hes gmat orthan 2:12 tstopes 3 2 inches per fcat,ar determine applicability} 9-5de9ree5).Them is no required minimum or maximum height • Clear a.nd dark anudixedaluminum. names Limitation alomfe the roof deck to maintain the system fire rating • UL2743 Certifuatian Load Ratings: rot SOLARMOUNT. Module Types & System Level Fire Ratings are o Down- 113.4 PSF, Up - 50.4 PSF , Dxnmm-Siiope - 14.'7 PSF Listed below. • Tested Loads- U o Down - 170-110 PSF , Up - 75.60 PSF, Dwm,i Lope - 21.05 PSF 5ys9en • Maximum Area of Module =21A6 ft Rail Tyle Module Tpe LAVI!I Rail 6-nd M-q.irr'an 6ircciori daien[arim keq Fire Rating .red Testers Modules MOUIlle ManvtaRurer mQueIVSKIM sca -W",, ripe F, EaSr W,sl: PanUuapa pone Halt type k 6'- ro "."__x,a,a [ noon sa,tn Rrn-rrn r'�e vucarr I J [est w,:t uanesnaFe non, Ii ymmdal HL ;•S2STt Ll glkni type 1. 8 type Y Coss i, 9,& C nanrr Soinn P R[q�r ill atro•m August 7, 2014 UniRac 1411 Broadway B-L—rd ME Albuquerque- New Mexico 97102-1545 TEL- (3105) 242-6411 FAX: (505) 242-6412 Aorta: Engineering DeparmLenL, kTcGroup C'ertiGcaief 70131735 Project: 701115553 Mauer Contract. 2669D9 Mt1e lssuerh 201 fl -IMS Additional bilingual markings not coTei-ed by the product slaarLdaa d(s) may he mquired by the AuLhoriiies Having Jurisdiction. It is the r>esplcrosibility of the manufacturer to provide anal, apply these additional markings, where applicable, in aecordsnct with the requirements of thoseautaritics. The products listed are eligible to bear the CSA Marc shown with adjacent iudioaors'C' and rUS' for Canada and US (indicating shat products have bLcm manufactured to the roquircments of both Canadian and U-5. Staindards) or with adjilocat indicalo+r`US' for Cas only or without either indicator for Canada only-. The following xwkings appear on the rail by adheriLve Isltsr] 1. SubrrLitter's halite mullor CSA MaAcr Contr&A oumbsr '26690 ' 2- Mode] designation; 3- Manufacturing date, al. 5ystcm Fre class mtingsdcsagu ion of infernlstien kicat oro in Installafion [Manual: 5. Design load ratingtrdesiguaticaa of infurcnation luxation in Installation Manua]; The 1`60owing mar}angs appear ou the Mid Clamp by stamlping: I- Suhmitter'snaTnEandr'oT CSA Master Ctm ht bLl number"2M9W', 2- CSA mark 3. Mil ID far fwioryr Location 51-4 REV. 201 rte ] R Re: Engineering Certification rot UniRm's PUBI6JAND5 edition of the-SalorMount Design & Engineering Guide' PZSE, Inc.-Serucoura] Engineers has reviewed UniRac's "SnlmMmu t Design & Engineering Guide" published ]snooty O5, 2916 and sprcifiraRy the eohanorments of the 5n]arMdunt Flush-lo-RotsE System, Pressure I.aaLup Tables, and Downward & Upward Span. Length Tables. This c enificationexcludes c meuctrons to building structural and die els is en building st7ticunre compnr B. A]I mfamran.an. data andanalysis cotuzun within the Design & Engineering Guide = based on, and camply with die fallowing: 1. 2006. 2009, 2012, 2015 Inmernatiena] Building C ode, by Intemational Cade Council, Inc. 2. ASCCJSEI 7-05 & ASCEJSEI 7-1.0 Minimum Denim loads for Buildings and other Structures, by ASCE 3. 2005.2010.2015 Aluminum Design Manual by The AI This ]euer certifies that the, struet I I-Itdi ns roman tied within UniRac's "S.I.Mounr Design & Engineering Guide" are in cam pinanee with the above Codes. Ifyuu have any questions an the shove, do not }xsitete to call. 6 r e or ret"r. 'tiJL H. eA�E� P-p..SEaced By, � .. P7a Inc. Structural Engineers P�Fsa r? Rasev-Me. CA FIRM NUMBER F-15844 te. CA 95661 rww.pxre:com I Fluent I A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 IL n 1-- M N v N 0 0 W LIL- .. _ N >LO U 0 1 N � 0-m I J ) W N O N .. O N ® Q N I O It--X M X CO Q O = ami I CY N N 2 Y d X M N W I w Q N0- U 0 Z O LLi N 3 Z = z Q a IL LLj Q F- w Fn Q W W H M W r. ^ .. IY Z O N 00 0 O O w X W H [n vV v u u � Z 0 Z � ICYL �_ OZ W � I—LLQ J (If to A) U 0 00 LCL_ W U U 00 X .. W .. N V) .. � �� .. W .. M N .. Z .. � Q Z W (� Q U Q N :2 0 V)Q J U J CW G 0 V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 .: SM SOLAR ■r i MOUNT 115 mph 25 psf ®4 ezcir. v: nci :-pawn �a.a..•e .: �. APPENDIX B Pres. ; y wM �'S 9 rwT9 M1w 9 w "i %rnt OVVwm 60 pLf wgi M a •• NM n m� mel el na x n � M 0 w 12.5 ft ;r: �.. «RR a $ rvn m an 9 A p„ 7.5 rt 7.0 ft 6.5 It 6.0ft 5.0 ft 4.5 ft v 5 ptf 12.5 ft .. ... 100 ft 90 ft 8.0 ft 73 ft 7.D ft 6.5 ft &.Oft 5.0 ft 4.55L v 19W 11.0ft �i qdA 90ft Ra dA'AA''Atl q q AN 7.0 ft &S ft 5,511 5.0 ft 4.S ft 15 lAf 7.5ft 75ft 75ft ISR 75ft 70ft GSR GOR S.Sft 5Aft 45ft 20 Dtf 5.5ft 5.5ft 5.511 55 ft 5.511 5.5 ft 5.5 ft S.Sft 5.5ft 5.0 ft 4.5 ft HOHZOfRD1 LlpD 25 Of 30 pU 45ft 3.5ft 45ft 35ft 451t 35ft 45ft 35 ft £ QW.."! 45ft ISR 45ft 3.5 ft A p 45ft 3.5 ft 45ft 3.5 ft 35 Dif s 3Dft 3011 30@ 30ft ^� ^ Sok 3Dft 3.0R 40 cU 2.5ft 2.511 25 ft 25 ft 2.511 2.5ft 2.Sft 2.5ft ft 2.511 2.511 z 50 loft 2011 7Aft lO fL 7011 r 2Dft loft 2011 20ft loft Dd! 1.5fl 1.511 1.511 FA 11 A A A 9 a 4 a �1•01a 1,511 LSft 1,511 70 7 1f 11 WVG Ms7E ^7ml 15ft 1511 M S M�B b- n V., n 9^ 15ft O p a zW o� LL3 � Rail 1 3OW 54 PLf 60 W 70 DW 80 PU 120 W 150 Dy 1,811 PU 0 Of 12.5ft 1101t 19011 90ft 85ft 75ft 70ft e 6011 11.Oft ').o ft &Oft 7.5 ft 7.0 ft 6.S ft 6.0ft 5.011 e4 Cf) Ld 14 pff 1168 10.011 9T -ft a^npIsw<7wt9Cs<Q7Se!fp0 v_pey; Fxwo w,e G.tG E.,Calepary 0 D,,. SIQp9 GSR S.5R tr... SOLAR MOUNT APPENDIX C Span Lenfth Raft 20 50 PU OVVwm 60 pLf Lenah 70 pff 80 PH 100PO 1200d 1 M 0 w 12.5 ft 110 ft 1 10.011 9.0tt 8.S ft 7.5 rt 7.0 ft 6.5 It 6.0ft 5.0 ft 4.5 ft v 5 ptf 12.5 ft 110 It 100 ft 90 ft 8.0 ft 73 ft 7.D ft 6.5 ft &.Oft 5.0 ft 4.55L v 19W 11.0ft 3D.Oft 90ft &5ft &0 ft 7.5 ft 7.0 ft &S ft 5,511 5.0 ft 4.S ft 15 lAf 7.5ft 75ft 75ft ISR 75ft 70ft GSR GOR S.Sft 5Aft 45ft 20 Dtf 5.5ft 5.5ft 5.511 55 ft 5.511 5.5 ft 5.5 ft S.Sft 5.5ft 5.0 ft 4.5 ft HOHZOfRD1 LlpD 25 Of 30 pU 45ft 3.5ft 45ft 35ft 451t 35ft 45ft 35 ft 45ft 3,511 45ft ISR 45ft 3.5 ft 45ft Is ft 45ft 3.511 45ft 3.5 ft 45ft 3.5 ft 35 Dif 3Dft 3Dft 3011 30@ 30ft 30ft Sok 3Dft 30ft 3.0R 3Dft 40 cU 2.5ft 2.511 25 ft 25 ft 2.511 2.5ft 2.Sft 2.5ft ft 2.511 2.511 z 50 loft 2011 7Aft lO fL 7011 2.011 2Dft loft 2011 20ft loft Dd! 1.5fl 1.511 1.511 1.511 1,511 1.511 1.511 LSft 1,511 LSft 1,511 70 15fl 1511 1511 15ft 1511 1511 15k 1511 L25 1.511 1511 15ft O p a zW o� LL3 � Rail 20MV 1 3OW I 40 Dif 54 PLf 60 W 70 DW 80 PU IM21L 120 W 150 Dy 1,811 PU 0 Of 12.5ft 1101t 19011 90ft 85ft 75ft 70ft G5ft 6011 Soft 40ft 5 Of 12.5 ft 11.Oft 100 ft ').o ft &Oft 7.5 ft 7.0 ft 6.S ft 6.0ft 5.011 4.0 ft Cf) Ld 14 pff 1168 10.011 9T -ft WS-5ft 80ft 75ft 70ft GSR S.5R 5011 40ft H In ISLAf 7.5 ft 75h 7.5 It 7.511 7.5 ft 7.0ft &S IN &0 ft S.5ft 5.0 ft 4.0 ft 28pff S.5ft 5SFt SSR 5.5ft 5.5ft SSR SSR SSR S.Sft 50ft 40ft H©Immal Load 25 p4f 30W 4.5 ft 35ft 4.5 ft 35ft 4-S ft 35ft 4.511 35ft 4.5 ft 35ft 4.511 35ft 4.5 ft 35ft 4.5 ft 35ft 4.511 35ft 4.S FL 35ft 4.0 ft 35ft 35 ptf 3.5ft 3.Oft 30 ft 30 ft 3.0 It 3.0 ft 3.0 ft 3.0 ft 3D ft 3.0 ft 3,0 ft 40 2.Sfl 2.511 25ft 25 ft 2.5 ft 2.511 2.5k 2.511 2.511 2.5 ft 2.5 ft 50 2.011 2Aft 2.011 2.01 7.01 2Aft 2]0 ft 2.0 ft 2D ft 2.0 FL 2.0 ft DESIGNED ON b0 1.Sfl LSft LSft LSft LSft 1.5ft 1.511 LSft LSft LSft LSft 7E1 f 1.5 11 1.5 11 13 k L5 k 1.5 11 1.5 11 15 11 1.5 ft 1,5 11 1.5 11 1311 HMC HD I EmnD1s 60pif W rd Loa iZwgaals] hRFp'iwon SdpLf up.=Laaep.r g.aj Permkeed. I 10pk LlmfxuLGl�ma{.eea axa] BA nMay Span fm fJaye . 2.5 it mx Span Tor uplift DAR MnL%m-min 1dp rrilam, uplK wkh 50LAFMfl1.1147 Snadard Rail TAR Fluent 5 0 L A R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 EQUIPMENT EQ -4 0_ M H 3 O M L) U N 0 W w N v > Y U 0 N a m I v r7 J m7 N O N N ® a Ofa CE N g x 1 O = y O N n = YO T x > m L/1 N a w rOf LO = W U a Z O w 3 a = N a o N fn Z Q Z 0_ d U_ Z = w z > Z O L j DO j O Lai (If Y N N ....v .... O Of w 0_ w Z d r Z CD O p a zW o� LL3 � w H 0_ O I`0 of W J o L0Q) O w < � � 0 Ld U 03 X Ld N >- W d Z >- :2 :2 a Cf) Ld F- U F -O a N H Z a Z N U D H In D Q N 0 O U a J � � O H Ld J O � H N U DESIGNED BY: SB DESIGNED ON 6/11/2020 EQUIPMENT EQ -4 E -06 C� do C io 11 Fill. 1 Fig. 2 `Uldq Nur!r•-b,.-r Copper Lay -in Ground Lu AF&SCCPcalll:3iliant.Difeet Scr_°r- Ty Pe 11 G E f 3 h T BurialL1-�T 0 st a_�•7� I: TY PE N v N CGBL la lr�l9 °_° . IfF II}_1� orad I,:ur IIF L4f1 ll:i�1 _ NLO * P. i l_i�---'� 'i CSI Lte 9_ 1 �_I�_I °j I_, -_I k; . Lwill db_ > U 0 I N � * S6_IIl r 0->r;;' & o.-* z d=10 :1�A k I , f r & C II I-, CI _ j t I P I_, E -06 C� do C io 11 Fill. 1 Fig. 2 `Uldq Nur!r•-b,.-r Fnjure rllr GruL-m- °r ire R,:r r SA 5 zk! UIr-_rsium; Scr_°r- Ty Pe 11 G E f 3 h T -375 US st M N v N 0 W LL- .. _ NLO > U 0 I N � J. m I J ) W lmw to, UL W. UL ria E14to � 7 ndulm do pMM - 6DWDBT wd r5k40 N am ULM LkW U L ElUX VaL. diml MH Smm Blaufffq Iii re kim mkbtcmL& ILSM c� "tkk C ' 7. ^h �(aktA, �.zaza 4730 MadiEm RDadt Cincirrna i, Ohio IBM -1426 PhDna 5113 5M4200 Fax 513 8714084 V'� pit® www.ilgm co i CAmm& 1055 Lak-a-stwe Road) East,. Mississauga, OntariDr Canada L5E1E4 Phare KS Z74-2341 Fax 995 27 134 ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 IL M N v N 0 W LL- .. _ NLO > U 0 I N � � m I J ) W N p N ._. O N 04 ® Q N X CO Q O = u°, I pr N v i 2 Y C3 X m N W I W Q N U IL 0 Z O w N 3 Z 2 Z Q a M a Fn Q = wLd W Z W .. ^ .. w LL it O N 00 o0 O � W w W ~ (n vV v u u � Z O 0-)U z w Ldch w 0 LL � a) CU O � LLI U 000 � X .. w g .. cn N .. r H .. w HLD .. �_ N .. z .. r Q Z LSI fr (� Q U Q 0- 0 N V) :2 O (n J Q U H fr W J :2 F- 0 H (n U DESIGNED BY: SB DESIGNED ON 6/11/2020 The new G.PEAK DUO BILKS G5 solar module from Q CELLS impresses with its outstanding visual appearance and particularly high perfor- mance on a smll surface thanks to the innovative Q.ANTUM DUO Technology. Q.ANTUM's world-record-lholding cell concept has new been ooiTibined with state-of-the-art circuitry half cells and a six bushar design, thus achieving outstanding performance under real 'conditions - both with low -intensity- solar radiation as well as an het, clear summer dam. Q-A TECHNOLOGY: Llai' LEVIIISED COSI OF ELECTRICITY Hlghi@rylela per sur -race area, lower Bos cost -s, nl ger g�1 power c1 @5, and art eTnclency rav, OT up t0 19.3%- IftINNGVAT[ VE ALL-WEATH1ER IECHNCLC6Y Optimal ylel�l4, whatever lt1e weatMjei witn excel en. ow -IgM and temperature t1a101�r. E'dDL-Rl`-G H113H EF,FGR%1�4C!__ 1f� Long-term ylekl e!.'I y wIY rent _1_, Tech -cb_y,'. -.ntl C Technoiq&, Hat-Spct :]u I__,' -'--! :Dr's. EXTREME W EATF ER RATING H1 11-tGCl aiuminlum &IIS' T*ame, mrrinec 0r high snow.5ezmPd} and °pyI7d1=�3de-A00DP;-;;. . h RELIABLE INWESTMEFIT Inclusive 12 -y -ear Pfoduct warranhq aftid 25-yow IIrmar per11OrnFI ncp mrrantyl. STATE DF THE S RT M DEW LE T ECHN011a G r lu Q-Ar51TUM I}1. G camtolnes cum ea2e ceii septa Fatic- and In nDvat NP, w Irl r1,g with Q -ANTU M Tachn ilDgi_ THE IDEAL SOLUTION FOR: A:.nhaa�a^rte �: •r��n11¢I �itcln�s Engineered in iGemany IEL 4=12W I APT Iasi careHinns a.xordirg to IE rrSF2Bo4•1:FL1 r.:• r-reihoc a l_1.5G'3W, 1.i,5 yl s` see rata U -eel ar rear Pnr krnmr hlorrratlan. CkCELLS Fo iirt 11x85 Tnl x T DID °nTl x 32 -n-n linduding Intmej �,• Il W r iFhl 16.7 k3- FrtmCmer 3.2mrr 1herwaIN ire slreszed,gk=wit-i 3 M 1 N v N 0 W LL_ aT1i rerleclion technology _ NLO > U 0 Par -I Cara orrp-mhe rilrr � � m u ) Frime BLe.:k ayxiised atrni-ii-m W In O N ._. O N Cell rrx 20 -rrAocrysiallineCANTUM salmr haH cells Q o N 1 g X hinoiicm boas 7D•8_Fj--1m x 60 70mm x 13.21 mm CO Q O FtaieE:liri =Lass• FG 7^ with by-pass dkicks ami I cy CY N N 2 Y Caber A mrr2 sola cable; 1.-.] 11DOn•m, I-] 1100n•rr X M N W Connecl-ar MuIIii • duel kc 4, P'15Smvd IP&6 -II_'• �' • Ld Q NIL I _ I_ 0 Z O til N Z = z Q a IL WIVER CLASS M5 Sib M5 M MIN MUM PERFORMANCE,RT STANDARD TESTCONDI a 1115, SFC' (P9WEItTI0LEIRAMN.45Wil-41W) Z Power at JAPP: FW. 1W1 313& 31 Z. 3]S 32G Chore Cirruh Curerm' tr IAI 4.76 r.8i1 4.8.4 9.9A E Open CircuitYiAtzge'' YM 111 31'_75 d :172 d '•29' 4.'aS& Curmal at MPD` I,, [Al 9•31 9.3rr 9'11 9+.47 Z Waluae ad MRP Yom. IV 32.7.9: 3:112 33.4& 31 EFF c -!ney • 1%] M 113.1 18.9 19b MIN Y J M P E R FORMA NICE AT NORMALGPEUTING CONDITI0HS. NOW P'ower.at W;': uPW, IV] 226.0 229.7 233.5 237.2' E Shmi Cirm i Cunard` 6 [Al 7. 7.93• 7.97 U42 I: Open Circuit i Dkgr" 'Pt l'1'] r: 37_11 37-43. 37-10 37_S4 NE Current st MPf' 7.32" 7_3& 7.411 7.45 WGIl3;1e al MRP` VIV] 30M 312D 31.52' 3UA 'ICoGd'Wr•.:'w , srLilrnAY LSG 'amu° . -11M 57C i 31k KrG A5% B3Yfh°rw, MCET,spennrnAW 1.5G aIyPic alvalLO, xrodvraruesnq^dr+ia QCELlS PERFOA'MAKI WARRAM!]ri' PERFIDAMANCE,ATLOW ORM IAKE X W g s _ _ Jost De nonlrol pmEr dunle� n� -�----------- ----7----- � IZ N o & ,, l .e1Qrrnax.x irsl._ aEt - rir� daRrads� zr. d: ram 43:1 It al a I I I I 1 I Q Q 0 V)U o ' ' I 7 7 U C+ A l Cala°� '• :•+.-�n1 usaralces. =u1%xr:• withlh, � 48�i 211 e, ' •. .: _5 Sa C .. 'k mal , '•,°; �{rYC a9Ylri�'. W ® a i � is I N r 7l a `..�s.r^k�:iR� •Y14.t TEIPIPAT! IRE ^ DDEF:ICJENTS Tarr,Fe-al _r! Coell : e-1 :- .; TamperaI r! r- =II ::7 := Mae nlual System Yaltage Maa,mun R-:rrrsrl_�urrrnl Pusho Pu`>7P -. aid CTem-° ua+l in a+rcardancewith WC612150 ELMU E 15aaer 1y CI hulk W,uMnce Undsm klti rrad61no;: rarrJiii s r :rrnparwn iD STC .-U climis f'PC, L300'f W1 i I%AK1 a DJIId TerrperalureCoeflicientoFYt, 01 ( ill -0.219 I` o±Tdl .:1r Marnial Operming CeII T-mperaturt- KLCT I'lc) Aj WM I'1'] II a, IAA :ir.- :inF c [Pal LAa :.r i. P n.- r- .-e,] Modus Temperature d v''c up -to +85'C AntinUGUr, 3" TOE Dua11ff TGmed, IEC €123S!Ed.:'I; IEZ 6173D [Ed.1]_Appdradrn dans k Th Isdin awxzcampIre!:vin: h 31NF4 K,383. CIE NDTE Orslalalrs- rsinur-Piresmisl N-,IaIvADd. Six IIs: lrstallzuDn andopmiire ma nu arcanLac rosr iabntrr maks depw mitric lar hrdw rdarmixIon KM z ppFy od In al[aiian and us¢ r' 1,_,:u:l.. '-1amrha D13ELU BmbH sari_ r.,»alix 1{t L, M1656111erfe-1,'I'AIen. a-nrunyI L - d-9 (11 34M 563923"41 FAX 44941y3494 66 99.230001 FILsamN.Dz15KornI kh'=3vaw3rl.q ElzInCorn Engineered in Germany OCELLS tluent� S, n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 Il 3 M 1 N v N 0 W LL_ .. _ NLO > U 0 I N � � m I J ) W In O N ._. O N ® Q o N 1 g X CO Q O = ami I cy CY N N 2 Y C3 X M N W 1 Ld Q NIL U 0 Z O til N Z = z Q a IL LLj Q F- w Fn Q W Z g W .. ^ .. W F- LL It O N 00 0 o O W W W W F - [n v V v u u � Z O 0-)0Z O W W � W I- 0 L� J (If Lr) a� CU O � LSI U 4 000 � X W g (n NI- 5-: W I- IZ N Z > Z Li.l cr (� Q Q 0 V)U o :2V)Q O J U W J O I- V) U DESIGNED BY: SB DESIGNED ON 6/11/2020 Data Sheet. Enphase Micrainverters Region: AMERICAS Enphase IQ 7 and IQ 7+ Microinverters ICER��FIR'� To learn more about Enphase offerings, visit enphase.cam The high-powered smart grid -ready Enphase IQ 7 Miert. -)T" and Eriphase IQ 7+ Micro " dramatically simplify thL- installation process while achieving the highest system efficiency. PZ, r' of the Enphase IQ System, the IQ 7 and IQ 7+ MicroinvFerters integrate with the Enphase IQ Envoy", Enphase IQ Battery', and the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinv^erters 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 t0 [ nsta 11 • Lightwei ght a rid sirrtpl e Faster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014& 2017) Productive and Reliable • Dpt m ized fo r h i gh powered' 60- cell and 72 -(cell* modlu le s More than a millixyn hours of testing Class 11 double -insulated enclosure • UL lusted Smart Grid Ready • Complies with advanced grid support, voltage and frequency rade-through requirements • Reim otel y u pd ales to respond to changing grid requirements, • Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-S,A) The IQ 7* Micro is required try su pport 72 -cell modules. i� PHA E Wo Enphase IQ 7 and IQ 7+ I' icroinvrer-tern INPUT DATA (DC) Corrmnnly iused module pairings" Module compatibility Maximum input DC voltage, Peak pctiver tracking volta-ge Operating range Mi niM ax start voliag e Max DC short: circuit current (rrodule let) Overvoltage Mass DC port DC port backfeed current PV array configuration 107 -60 -2 -US 107PLUS-72-2-1JS 23S W- 3510 '114' + 235, W - 4 40 'M1i' + 601 -cell PV modules only 60 -cell and 72 -cell PV modules 48V 60 V 27V -37V 27V -•45V 16 V -48V 16V -60V 22 V J 4 8 'w 22 V1 69 V 15A 15A It 0A 11 0A 1 x 1 ungrounded array; No additional DC sidej protection required; AC side protection requires max 20A par branch circuit OUTPUT DATA (AC) 10 7 Milc relewerter 10 7+ M l trainverter Peak output ,power 2511 VA 295. VA Disconnecting means Maxii-nu m continuo us output powe r 240 VA 291)VA Com pliance Nominal (L -L) va ltagelran€ge3 2411 V { 206V/ 24 1 V f 208 V f CAN/CSA-C22.2 NO. 197'.1.01 211-264 V 183-229•V' 211-2164 V 1:133-M Orr Maximum continuous output current 1.0 A (240- V) 1-15 A (21)8'x,`) 1.21 A (24.0 V) 1-39 A (218 V) Norninal frequency 60 Hz 60 Hz >LO Extended frequen-cy range 47 66 Hz 47 - 68 Ha N AC short circuit fault current over 3 cycles 5.8 Arras 5.8 Arms Maximum units per 20 ,A (L -L) branch,circuit' 16 (240 VAC) 13 (21)8 'VAC) 13. (2119 VAC). 11 (208 VAC) Overvoltage class AC peri III 111 AC port backfeed •current 18. rn A 18 mA Power factor setting 1.0 1.0 O Power factor (2djustabl1') 0.85 leading ... 6.85 lagging 0.85 leading ... 0.85 lagging EFFICIENCY nW240 V (&20'8 V C&240 V @208 V Peak -efficiency 97.6% 97.6% 97.5'° 97-3% CL.0 weighted efficiency 97.0% 97.0% 97.1) V. 97-0 MECHANICAL DATA O = Amhient to t°operature range -4610 to +65,10 CY N Pel atiye h umidi ty{ range 41%. to 100%. (.condensing) Y d Connector type MC4 (cir Arnphenol H4 UTX with additional 0-13CC-5 adapter) Dimensions (rtxWy.D) 212 mrnX 175 rnm x.30-2 mrn (without bracket) Weight 1.08 kg (2-318 lbs) 1 Cooling Natural convection - No ions Approved for wet locations 'des U 11 0 Pollution degree P D12 Z = z Enclosure Class 11 double -insulated. corrosion resistant polymeric enclosure EnvironrnenialcategoryrlLIVexposurerating NEMAType 6/outdoor Q W FEATURES IL H Z Communication Power LineComm unication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoringoptions. d,yt:h options require installation of an'Enphase Ili Envoy. Disconnecting means The AC and DC connectors have been evaluated and a pproVed by LI L for use as the load -break _ disconnect required by NEC 690. Com pliance CA Rule 21 (UL 1741 -SA) UL 62109-1. UI1741/11EEE1547. PCC Part 15 Class P. ICES -001)3 Class R, CAN/CSA-C22.2 NO. 197'.1.01 This product is LIL Listed as PV Rapid Shut mown Equipment and conforms with NEC -2014 and NEC -2017 section 6901-12 and 022.1-2015 Rule 64-218, Rapid Shutdown of PV Systems, f©r AC W ILL_ and DC conductars, when installed .according manufacturer's instructions. 1. Noenforced llC:,+AC ratio. See the comp=atibilily•calculatorathtt sr� r+enphar�e.ccm1en•usla.uorxartlmudule-compatihilitu. 2. Nominal voltage range can be exte nde J beyond nominal if required ty. the util ityr. 3. Limits m.ay vary. Refer tc local requirements to define the number of min ro inverters per Lara nch in your area. To learn mare about Enphase offerings, visit enphase.com 0=1ENPHASE 2G20 Enphase Energy:. Al rights Teamed. Enphame. the Enphase logo. Enphase 10 7. Enphase IQ 7+. Enphase Ill Battery:, Enphase Erd ighten, Enphase IQ Envoy. and olhertradernarks or serv-icie manes are the trademarks of Enphase Er ergy Inc. oars subject to &onge. 2020 01 06 t1luent� S, n i + R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 Il H _ n M N v N W ILL_ .. _ N >LO U C7 N � 0-m I J ) W to O N ._. O N N ® Q U-11 o 1 0 X X CO Q O = ami I cy CY N vi = Y d X 11 In W 1 W Q N U 11 0 Z O til N Z = z Q a LLj Q F- w Fn Q W w IL H Z g Ld .. ^ .. It O N >_I 00 00O O W W W ~ N v (Nj v IY � Z O 0-)C) Z ICY- �_ LLJ LLv ICY_ Z (If 0 N �U O � LL] W 0 000 X LrJ :2 N N 5-: H LrJ H 6: N Z r Q Z Lv (� Q U Q N :2 O (n J Q U W J O H (n U DESIGNED BY: SB DESIGNED ON 6/11/2020 Data Sheet Eriphase Netwcrlcing Enphase IQ Combing 3 -I yAMl-240-3 L The Enphase IQ Combiner 3' with Enphase IQ Envoy" consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providi ng a consistent, pre -wired solution for residential applications- it Offers up to four 2 -pule input circuits and Eatun7 EMIR series busbar lassernhly- Smart Includes ICS Envoy for communication and contre I Flexiblenetworkiing supportsVdi-Fi, Ethernet, -or cellular Optional AC riecepta.cle ava ila bl e for PLC bridge • Provides production metering and a•ptiionall consumption monitoring Simple Reduced size from previous combiner Centered mounting brackets support single stud mcu riling N i Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC p l ug -in breakers (not included) • 30 Atotal PV or storage branch circuits LISTED To learn more about Enphase offerings, visit end Re liable • Durable NRTL-certified NEMA type 3R enclosure • Five-year limited warranty • UL listed CRY:* _N Enphase IQ Combiner MODEL NUMBER 10 Combiner 3 IQ Combiner 3 with Enphase NO Envoy' printed circuit board for integrated) reven Lie grade PV X-10-AM1.244-3 production metering (ANSA and optional consumption monitoring (+1- 2-5%)- ACCESSOR.1 ES and REPLACEMENT PARTS (nbt included. order separately) En phase Mv+iobdle Connect" Continuous duty C ELLMti+ DDE M-03 (4W12 -par nate p la n) Plug and play industrial grade cell u lar made rn with 44ta pl en for syrsterrrs up to 60 CELLMODEM-01 (3G/5 -year data plan) micrt.inverters. (Available in the LIS, Canada, Mexico, Puerto Rico, and the US Virgin Islands, CELLMOD€ ,!I -M1 (4G based LTE -M 5 -year data plan) where there is adoquate cellular service in the installation aroa.) Cons umption M onitor ing I CT Sp lit core eurre.nt transformers enable who le h cm a consumpbon meter ing (+1'- 2-5%). CT -20+0 -SPLIT U p to four 2-pol a Eaton B R aerie s Di stri bulled General io n (DG) breakers on ly (not i nc l ud ed) Cansurm1iann-mgirannq is required far Ennhase Rc9aW. Syslems 64 A Wireless OSie adapter Installed at the IQ Envoy. For communications with Enphase Eneharge— storage and Enphase COMMS -KIT -01 Enprwoi" smart switch- Incl udes: US8 cable for con ne fiion to IQ Enver or €npha se I Q Combd mer' MECHANICAL DATA and allows redundlant wi reless comrmuniicalion with €ncharge and Enpower- Circuit Breakers Supports Eaton BR210, BR215, B R22t4, BA230, BR240, BR250, and BR260 circuit breakers. R RI( -1 CIA -2-240 Cir -cu it breaker. 2 pin le, 1 GA, Eaton BA210 B R K -15A-2-2 40 Circu it breaker, 2 po ler 1.5, Eaton BR215 BRhL-20A-21D-2101 Circuit breakor, 2pole, 20A. Eaten 19.13220 EPILC-01 Pourer I ine ca rrioe.r (comm uni cation bridge pair), q u a ntity - o n e pai r XA:-PLJG-120-3 Accessory receptacle for Power Line Carrier in IQ Ccrnbirer 3 (required for FPLC -01) }CA-ENV-PCBA.-3 Replacement IQ Envoy printed circuit board (PC B) for Combiner :3 ELECTRICAL SPECIFICATIONS • Main lug corn,bi fled outpui: 10 to 2/0 AWG -copper conductors. Rating Continuous duty System), voltage 120,E 240 'QAC, 6 0 Hz Eaton RR s. -Pries bushar rating 125 A Max- continuous currentrating (output to grid) 65A Max- fmia/circuit rating (output) 9-0 A Branch circu its (so a r aond;or sto rage) U p to four 2-pol a Eaton B R aerie s Di stri bulled General io n (DG) breakers on ly (not i nc l ud ed) IV ax- Dontinlura u s cur rent rati ng (in part from PV) 64 A M, ax- fatal b rancrl circuit bre aoker rating (input) BOA of distributed generation /'g 0A with 'IQ Envoy breaker included Production Metering CT 200 A solid eo re pre -in stalled" and wi red tot lO Envoy MECHANICAL DATA N (Dimensions (WxHxD) 49.5 x 37-5 x 16-8 c m (19.5" x 14-75" x 6.63'). HeigMrt is 21.06-(53.5 cm vvith mounting her ack-ets). Weight 7.5 kg (16.5 lbs) Ambient temperature range -408 C to +46° C (401 to 1158 F) Cooling Natur all convection, plus ho -at shield Enclosure environmenial rati n g Outdoor, N RTL -certified, NEMA type 3R, potyfcarbonate construction Wire sizes 20 A to 50 A b wak,er inp uts: 14 to 4 AWG copper cc nducto rs • 60 A breake r branch input. 4 to 110 AWG copper Bond uctors • Main lug corn,bi fled outpui: 10 to 2/0 AWG -copper conductors. I J • Neutral a n d g ro u n d: 14 10 1/0 copper cord uctcrs Always follow local code requirements for ccni ueta r sizing - .Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 13012.11 h/g/n Ltherne l Optional, 602-3, Cat5E (or Cat b) UTP Fthc ri` u . ca L 1 c f,r of i°c-1 ud od) Cell ul a r Opti anal. CELLIV CJDEM-011 (3G) or CELLMODEMw1-03 (46) or CELLMv1 UCsLr' :-J i L46 L;,�,. O (riot included) COMPLIANCE Cornpliance, Combiner UL 1741, CANICSA 022.2 No. 107.1, 47 CFR,Fart 15, Class B, ICES 003 Production metering: ANSI 012.20 accuracy class 0.5 (PV° production) Compliance. 10 Envoy U L 6 0 601.1 r CAN CSA 22.2 Nei. 610]101-1 ENIPHA To I -earn more abc)ult Enphase offerings, visit enphase.com -Z 2 'z 8 Enphase Energy. All rights reserved. Enphase, lhe Enphase log-:% i.' +:an -.Diner 3, and other trademarks or service narwas a• I ne irad'ernarks of Enolase Energy. I rp. nENPHASE '2019 11-04 %.O� t1luent� c n i '+r R ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 OPTIMIZER/COM CS -3 Il _ 1-- M N v N 0 0 W LL_ .. _ N >LO U C7 N � 0-m I J ) W rn O N .. O N N ® Q 0 1 1r__ M X X CO Q O = ami I Car N N = Y 6 X 0- N W I w Q N U M 0 Z w N 3 Z = Z Q a M Q w Fn Q w Z g w .. ^ .. w I— It O N 00 00O O w X w H N vV v u u � Z Z Ois z C) ch O W ISI E_ Z LLJ LLJ 11 0 n IBJ J � �U O � LrJ U oob X ILLI g (n H H N Q z W(� Q Q 0 NU :2 O V)Q J U W J O H (n U DESIGNED BY: SB DESIGNED ON 6/11/2020 OPTIMIZER/COM CS -3 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED SOLAR ARRAYS WITH SAFETY DISCONNECTS AS SHOWN: LEGEND: um =UTILITY METER FMS—Pl =MAIN SERVICE PANEL ® =AC DISCONNECT TRUE NORTH COM =COMBINER PANEL A o m 0 36" FIRE OFFSET 0 0 (N) PV MODULE EQUIPPED W/ (1) o MICRO—INVERTER PER MODULE (E-1) ?MSP �M coM CIRCUIT #2 (E-1) CIRCUIT #1 (E-1) m vvz vvz vv -z cilynt HATCHED AREA WILL PROVIDE 171 3' OR 18" FIRECODE PATHWAY TO COMPLY WITH IFC 605.11.3.2.1 ADDRESS: 3400 N 1200 W #207, Lehi, UT 84043 PHONE: 866-736-1256 PLACARD PL- I 0_ _ M H 3 M C) U N 0 w �` N a Y n U N ¢ m I U M J m N O N 7 N ® ¢ Ofa Q N g x N s ¢ D O x v r _O v t Y O x > m U) V ¢ w r Z Lo = Uaf a w 3 a = N ¢ o N fn Z ¢ Q W x w z r Z O U) j j O r V o w o_ CD Z N (7 O O CD a Z O � w LJ D_ (n Z Ld H O H7 of W J D 0 N O ILL LJ � OU U D X LJ 0i 5: W D_ Z Y :2 ¢ cf) LJ F-- U F—O ¢ N H Z ¢ Z V) U D 0 H N D Q D N O U Q J Of H w J O � H N U DESIGNED BY: SB DESIGNED ON 6/11/2020 PLACARD PL- I 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: tl/l)P_ V/ n d {BUJ Job Address: q _��U Er�Son Permit Number: 201016gl Vto rrif 11 ❑ No one available for inspection: Time 42 M/ M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 611VIlnspector:_b6,,,,(, Lavelt 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: Permit Number: 20100/ 2q/ rim r ❑ No one available for inspection: Time 2, AMIPN� Re -Inspection required: Yes�fdr V When corrections have been made, re -inspection at 303-234-5933 Date: 6/0/ 10 Inspector: bone r! ,.-e 1q - DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201801291 201801291 4350 Pierson ST Reroof remove and install 431b base, Modified Bitumen with 21 squares. Pitch 2/12 ISSUED: 05/04/2018 EXPIRES: 05/04/2019 Certainteed Flintlastic Granulated *** CONTACTS *** OWNER (303)335-7191 CARTER CHRISTOPHER A SUB (303)321-7363 Rodney Connolly 170135 Connolly Construction Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,397.00 FEES Total Valuation 0.00 Use Tax 113.34 Permit Fee 140.90 ** TOTAL ** 254.24 *** 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. PERMIT N0: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201801291 201801291 4350 Pierson ST Reroof remove an Modified Bitumen Pitch 2/12 ISSUED: 05/04/2018 EXPIRES: 05/04/2019 .install 431b base, Certainteed Flintlastic Granulated with 21 squares. I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable muni ' aFcodes, policies and procedures, and that I am the legal owner or have been authorized by the legal ow of the grope and am author' to obtain this permit and perform the work described and approved in conjunction with this perMnat ttest that I � m legally auth ri d to include all entities named within this document as parties to the work to be performwork to per#ormed is is e m this document and/or its' accompanying roved plans and specifications. L Signa re of OWNER or CONTRACT (Cir le on Date I. This permit was issued based on the ir},format' n provided in the permit application and accompanying plans and specifications and is subject to the compliance with those d ts, 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 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The a e or granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applo ` or any or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. enia Reimer D 12-W From: no-reply@c i.wheatridge.co.us Sent: Friday, May 4, 2018 10:11 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 4350 Pierson Street Chris Carter 303-335-7191 1 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Field not completed. Yes Attach Copy of Executed Chris Carter20180504 09422144.pdf Contract 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) Connolly Construction 170135 303-521-8153 Contractor Address 737 Jackson Street Denver, Co 80206 (Primary address of your business) Contractor Email Address connremod2@msn.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 connremod2@msn.com 21 40G--- �) '1 r 7` No Flat roof (less than 2:12 pitch) 2 both? (check all that apply) 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: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 2/12 21 43# base, Certainteed Flintlastic Granulated Modified Bitumen Rolled house has modified on it & patio/carport currently has 90# rolled roofing - SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 9 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 Rod Connolly Email not displaying correctly? View it in your browser. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14470 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 9/11/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275 - (303-235-2855) Property Owner: Glen Friiz & Lisa Slama Property Address : 4350 Pierson Street Phone : 303-463-8815 Contractor License No. : 21066 Company: ConservationConsWction Phone: 237-1687 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cerGfy that the setback distances proposed by Mis permit applicatlon are accurate, and do nM violaM applicable ordinances, rules or regulations W lhe City of W heat Ridge a crnenants, easements or resMctions oF record; that all measuremenls shown, and allegations made are accurate; that I have read and agree M ahide by all conditions printed on tlhis appliwtion, and that I assume fuil responsibility fa canpliance w8h the W heat Ridge Buikling Code (U.B.C.) and all Mher applicable W heat Ridge ordinances, fo ork under thpertnit. (OWNER)(CONTRACTOR)SIGNED DATE q / H Description : 8 vinyl window replacement Construction Value : $3,000.00 Permit Fee : $$$.ZS Plan Review Fee : $0.00 Use Tax : $36.00 Total: $124.25 Use: BUILDING DEPARTMENT USE ONLY Zoning CorxnerKs: SIC : Sq. Ft. : Approval: Zoning : BuNtling 6omiset's: Approval: PubRc WorMcs CortmwMai Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanicai License No : Company : Expiration Date : Approval: Expiration Date : Approval : Expiration Date : Approval: (1) This pertnit was issuetl in accordance wtth the provisions set forlh in yopur applicetion an0 is suDject lo the lawa of the SUte of Colorado and to the Zoning Repulationa antl BuilCing Cotle of Wheat Ridge, Colorotlo or any other appliceble ortlinancea of ihe City. (2) This permd shall expire if (A) th9 work aulhorized ia not commencetl wiMin siaty (80) tlays from issue Aate or (8) the building authorized is suapendeA of abandoneU for a period M 120 Aeys. (3) M this perm@ expires, a new permit may be acquiretl for a fee of one-half the amount nortnalty reQuireA, proNAetl no changes have been or witl be matle in the original plans and specifications and any auapension or aDanOOnmmt has not exceeded one (1) year. Mchanges are maAe or if suspension or abantlonment exceeds one (1) year, tull fees shall be paid for a new pBrmK. (4) ' No work IN any manner shall be done that will chanpe the natural Ibw of weter causing a drainage probkm. (5) CoMractor shall n ,PWhe Buildin8 ePedor twenty-four (24) hours in advance for all inspeclions and shall receive writlen approvel on inspection card before proceediinBwit es' Mthejob. (e) The isauance Droval oTdrawings and spec'rfications shall not be consWeO to be a permitior, nor an approval of, anyviolation of the provisions ot tlin o ~ce, law, rule or re9uiation. Chief Building Inspector Building Permit Application City of Wheat Ridge Building Permit Application Page 1 of 1 Department of Planning and Development Building Inspec[ion Line: 303.234.5933 8uilding Pertni[ Numbet: City of Wheat Ridge 7500 West 29th Avenue Date: Wheat Ridge, CO 80215 303.235.2855 Property Owner: len t=ri't'2 + LiSo.. S QX►L0._ Phone: 3D3 ~{(A3' FSECIS Property Addr2SS: '{3Sb ~f'!'SOVL S~• Contractor License No: ZIC)ta.ln. ` 'k c {Y pFrone:3o3 Z'S7"1"7 Company: 682ruu, OYLS cIG OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND ACREEMENT I hereby certify that the setback disWnces proposed by this permit application are accurete, and do not Construction Value: 3 ~ violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or and allegations mede ere accurate; that I have read that all measurertrents shown tridi f d , Permit Fee: iEB25 , ons o recor ; res and agree to abide by all conditlons priMed on this applications and Mat I assume full responsibility for Plan Review Fee: . compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge Use Tax: Orclinances, for work under this permit. rotal: (OWNER)(CONTR4CTOR) SIGNED: DATE: . Description: ` Building Department Use Only 2oning Comments: SIC: Sq.R.: Approval: 2oning: Building Comments: . Approval: Publit Works Comments: Approval: EleQrical License No: Plumbing License No: Mechanical License No: , CompanY' Company; Company: Expiration Date: Expiration Date: ApProval: 6cpiretion Date: ApProval: Approval: (i) This permit was issued in aceordance with ihe povisbns set tath m your appliraiion end is subjecl to the laws M ihe State of Cobrecb and io ihe Zoning Regulalions end Building Code of Wheat Ridge, Cobredo a any other epplicabk ordircances ot ihe Cdy. (2) This permA shall expire d(A) the vrak authorized is not commenced within saty (60) days from issue date or (B) ihe building authaized s suspended or abandonedfor a period of 120 days. (3) li this partnk espues, a new permit may be acquiretl ta a fee of one-ha0 ihe amount namalty requirad, provided no changes have bcen a will be mede in the oriqinal plans entl specificatlons and any suspension or abernbnment has nM exceeded orre (1) year. If changes have bsen made a if suspansion a aDandonmeM ezceeds one (1) year, full fees sha0 be paid for a new permH. (4) No work of any manner shall6e aone ihat will change the natural flow of water causing a trainage prcblem. (5) Coniractw shali noiiry the Buildiog inspector twenty-four (24) hours in edvance tor all inspeclions and shell recaive wrdtan approval on inspection card before proceeding with successive phases of ihe job. (6) The issuance of a partnit or the approval of d'awings and specifications shall not be consirued to be a pertnA fee, nor an approval ot any violation of ihe provisbns of ihe buiitling codes a any other ordinance, law, rule or regulation. Chief Building Inspector http://www.ci.wheatridge.co.us/building_permit_application.hhn 3/29/02