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HomeMy WebLinkAboutPermit File BLD-2022-0145 507 37th Street 1s : City of Anacortes Invoice/Permit#: BLD-2022-0145 904 6th Street " . r Applied date: 03102I2022 P.O.Box 547 Issue date: 03/02/2022 <'y. 0) Anacortes, WA 98221-0547 Expire date: 08/29/2023 =b (360) 293-1901 Job Address: 507 37TH ST Permit Type: PV Solar Permit ANACORTES WA 98221-3458 Project: APN: P56718 Remarks: Install a rooftop solar PV system,2 circuit. Owner: VANDERLEY&EOWYN DASILVA Contractor: SOLGEN POWER Address: 507 37TH ST Address: 5715 BEDFORD ST ANACORTES WA 98221-3458 PASCO WA 99301 Phone: (360)982-3318 Phone: (509)931-1663 License#: General Information: Fees: Building Valuation 4953 Building Permit Fee 111.25 Plan Review Fee 72.31 State Building Code Fee Resi 6.50 Total Calculated: 190.06 Deposits/Receipts: 0.00 Total Due: 190.06 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation,guidance or decision of the Governor.This permit becomes null and void if work or construction authorized is not commence within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and amine this application and know the same to be true and correct. • SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU •`1T Y p PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 V7.q . Phone: (360)293-1901 FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite#): Assessor Parcel Number: 507 37th St Anacortes, WA 98221 37750230050004 Subdivision/Lot#: Zoning Designation: Lot area (size): sq.ft. 2. TYPE OF PROJECT ❑ New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) 0 New Duplex 0 Attached to Primary Unit 0 Interior remodel 0 Detached from Primary Unit 0 New Addition to SFR 0 Garage, carport or accessory building 0 Fence or retaining wall or duplex (new/repair) RI Other: PV Solar Project Summary: PV solar roof mount installation, 2 circuit. Project Valuation: $ 4,953.60 3. PROPERTY OWNER INFORMATION Name: Eowy Da Silva Phone: 360-982-3318 Address(Street,City,State,Zip): Email Address: 507 37th St Anacortes, WA 98221 eowyndasilva@gmail.com 4. CONTRACTOR INFORMATION Name:* Phone: 509-931-1663 Solgen Power, LLC Contractor's Business Licenses State License#: City License#: *All Contractors&Subcontractors must have a valid City SolgePL820BE 1/5/24 of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. SolgePL820BE 1/5/24 Address(Street,City,State,Zip): Email Address:permitting.wa@solgenpower.com 5715 Bedford St Pasco,WA 99301 5. CONTACT PERSON Select one person the city will contact for anything related to this project: ❑ Applicant ❑ Property Owner ❑ Contractor ❑ Other(list below) Name: Jezreel George Phone: 509-931-1663 Address(Street,City,State,Zip): Email Address: 5715 Bedford St Pasco, WA 99301 permitting.wa@solgenpower.com Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 ,T Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT o L '� Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 44' Phone: (360)293-1901 oxt 6. LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write"no lenders"on the Name Line below. Name: Phone: Address(Street,City,State,Zip): Email Address: 7. ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: I understand that when a building permit application is taken in over the counter it does not mean JG the application has been deemed technically complete and sufficient for staff review. JG I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. JG I understand and acknowledge that I could be responsible for providing as-built drawings (on paper or electronically) as part of the project's certificate of occupancy process. JG I understand and acknowledge that Special Inspections could be required as part of my project,and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am JG completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. I understand that if permits are reviewed concurrently such as design review,site plan,traffic JG concurrency, etc.,any required revisions to one permit may affect the entire plan set and could add costs and time to the project. I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects,true, correct, and complete to the best of knowledge and belief. 9,2.:(742-0_4":2672. 3/1/22 Signature Date Jezreel George Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 6 of 18 City of Anacortes Photovoltaic System Permit 4si Submittal Requirements Permit Required: A building permit is required for the installation or replacement of solar/photovoltaic (PV) systems, including roof top arrays, ground-mounted arrays and PV water heaters. An electrical permit is required from the State Department of Labor & Industries. Single family residence rooftop installations meeting the criteria in the attached checklist are eligible to obtain a building permit over-the-counter at the permit center in City Hall. CODES: International Residential Code (Current Edition) International Building Code (Current Edition) International Fire Code (Current Edition) National Electrical Code (Current Edition) FEES: Building Permits for installations are based on the material cost of the support system and labor for the installation. SUBMITTAL REQUIREMENTS FOR PV (OTHER THAN ONLINE OR OVER-THE-COUNTER PERMITS): 1) Permit Application Form A. 2) Site plan showing location of house and array/equipment on lot, with setback dimensions to property lines. 3) Roof plan showing the array. 4) Manufacturer specifications or the PV panels and mounting hardware. Include the weight of the equipment. 5) For rooftop systems not conforming to all of the criteria in the attached checklist, provide a roof framing plan and either: a) Structural calculations by a WA State Licensed Engineer or other competent person showing the adequacy of the existing roof structure to support the additional load, or b) Documentation showing that the roof structure was substantially overbuilt compared to prescriptive code requirements. 6) For ground mounted systems provide structural calculations by a WA state licensed engineer or other competent person showing how the structure meets wind design requirements for the structure and footings. Note that ground mounted equipment greater than 36 inches in height must adhere to minimum required property line setbacks of the applicable zoning district. NOTE: The purpose of this handout is to assist the public in complying with detailed permit submittal requirements. It is NOT a complete list of permit or code requirements and should NOT be used as a substitute for applicable laws and regulations. It is the responsibility of the owner/design professional to review the submittal for completeness and applicability to other codes. Only complete applications will be accepted by the City for review. To Be Completed By the Applicant Project Address: 507 37th St Anacortes, WA 98221 Project Applicant:Jezreel George Applicant Email: permitting.wa@solgenpower.com Phone No.: 509-931-1663 Site Owner Name: Eowyn Da Silva PV System Description: PV solar roof mount installation, 2 circuit. Determine if your project is eligible for an over-the-counter Permit(Check Yes or No) Yes ' No 1. PV System is designed and proposed for a detached single-family house,duplex or 5 ❑ town home. 2. PV System is designed for rooftop of house in general compliance with applicable [ ❑ codes. 3. Mounting system is engineered and designed for PV. ® ❑ 4. Rooftop is made from light weight material such as shingles. ® ❑ 5. PV system will be permitted and pre-approved by Labor& Industries Electrical pg ❑ division. 6. To address uplift, panel are mounted no higher than 18"above the surface of the x ❑ roofing to which they are affixed. Except for flat roofs, no portion of the system may exceed the highest point of the roof. 7. Total deal load of panels,supports, mountings, race ways,and all other ❑ appurtenances weight no more than one of the following. IF Yes, indicate which: v No more than three and one half(3.5 pounds per square foot(PSF) ❑ Frameless panels on at least 3/12 pitch roof weighing no more than four and one-half(4.5) PSF o Frameless panels on at least 5/12 pitch roof weighing no more than five(5.0) PSF 8. Supports for solar panels are installed to spread the dead load across as many ® ❑ roof-framing members as needed to ensure that no point loads in excess of fifty (50) pounds are created. 9. Attachment to the roof is specified by the mounting system manufacturer. ❑ 10. Panels are mounted no higher than the roof ridge or apex of roof(applies only to i ❑ pitched roofs). Comments: v By Checking this box, I certify that all of the information provided on this form is correct. If you answered yes to all of the above questions,your PV installation is eligible for an over-the-counter building permit. To apply please bring in this completed form to our permit center at City Hall for an over-the-counter permit. To be Completed By Staff Project is eligible for over-the-counter permit? ❑Yes ❑ No SOLGcN POWER March 01, 2022 Subject: Proposed Solar Panel Installation Eowyn Da Silva Residence, 507 37th St.,Anacortes,WA To Whom it May Concern, Our engineering department has reviewed information, gathered by our field crews, related to the proposed solar panel installation at the above-referenced address. The purpose of our review was to determine the structural adequacy of the existing roof. Based on our review and analysis of the available information, and in accordance with governing building codes, it is our professional opinion that the existing structure is permitted to remain unaltered for the proposed solar installation. Design Parameter Summary Governing Building Code: 2018 Washington Building Code(2018 IBC) Risk Category: II Design Wind Speed: 110 mph (per ASCE 7-16) Ground Snow Load: 15 psf Roof Information Roof Structure: 2x4 Rafters @ 24" O.C. Roofing Material:Asphalt Shingles Roof Slope: 27 degrees Roof Connection Details RT Minis into 2x rafters or truss top chords at 48" O.C., install per design drawings and manufacturer specs Locations per design drawings Note:Required embedment length excludes the tapered tip of the screw,and embedment into sheathing. Analysis The proposed installation - including weight of panels, racking, and mounts -will be approximately 2.58 psf. In the areas where panels are installed, roof live loads will not be present. The reduction of roof live load is adequate to fully or partially compensate for the addition of the panel installation. Because the member forces in the area of the solar panels are not increased by more than 5%, the stresses in the members are not increased by more than 5%, and so per section 806.2 of the International Existing Building Code (IEBC), the structure need not be altered for gravity loading. The proposed installation will be 6" max. above the roof surface (flush mounted) and parallel to the roof surface. Therefore, any increase in wind loading on the building structure from the solar panel installation is expected to be negligible. Wind is the governing lateral load case. Because the increase in lateral loading is not increased by more than 10%, per section 806.3 of the adopted IEBC,the structure need not be altered for lateral loading. Wind uplift on the panels has been calculated in accordance with the relevant provisions of ASCE 7-16. This loading has been used to verify the adequacy of the connection specified above. Connection locations should be in accordance with design drawings. Conclusion The roof structure need not be altered for either gravity or lateral loading. Therefore, the existing structure is permitted to remain unaltered. Connections to the roof must be made per the "Roof Connection Details" section above. Copies of all relevant calculations are enclosed. Limitations and Disclaimers The opinion expressed in this letter is made in reliance on the following assumptions: the existing structure is in good condition; the existing structure is free from defects in design or workmanship; and the existing structure was code-compliant at the time of its design and construction. These assumptions have not been independently verified, and we have relied on representations made by the property owner and his or her agents with respect to the foregoing.The undersigned has not inspected the structure for patent or latent defects. Electrical engineering is beyond the scope of this analysis. Solar panels must be installed per manufacturer specifications. Structural design and analysis of the adequacy of solar panels, racks, mounts, rails, and other components is performed by each component's respective manufacturer and the undersigned makes no statement of opinion regarding such components. This letter and the opinions expressed herein are rendered solely for the benefit of the permitting authority(city or county building department), and may not be utilized or relied on by any other party. If you have any questions or concerns, please contact our office at (509)-931-1663, or email me directly at Trevor.Jones@solgenpower.com. Sincerely, Trevor A.Jones, P.E. 00OR JQN� F was y, cS_ N -lf.:. - op201148.8 c _ �SS/ IS ONAL \� 3/1/2022 SOLGEN POWER Note: All calculations per ASCE 7 Load Comparison This calculation justifies the additional solar load by comparing existing to proposed gravity loads in the location of the solar panels. Without Solar With Solar Dead Load Asphalt Shingles 5 5 psf 1/2" Plywood 1 1 psf Framing 3 3 psf Insulation 1 1 psf 1/2" Gypsum Ceiling 2 2 psf M,E, & Misc 1.5 1.5 psf Solar Panel 0 2.58 psf Total Dead Load 13.5 16.08 psf Snow Load Ground Snow Load, Pg 15 psf Exposure Factor, Ce 1 Thermal Factor, Ct 1.1 Importance Factor, IS 1 Flat Roof Snow Load 11.55 Eqn. 7.3-1 or jurisdiction min. Slope 27 degrees Unobstructed Slippery Surface? No No Slope Factor, CS 1.00 1.00 Sloped Roof Snow Load 11.6 11.6 psf Live Load Roof Live Load 20 0 psf Load Combination D + Lr 33.5 16.1 psf D + S 25.1 27.6 psf Max. Load 33.5 27.6 psf of original 82% Result: Because the total forces are decreased, per the relevant code provisions stated in the body of the letter, the existing roof structure is permitted to remain unaltered. 1 SOLGcN i POWER RT Mini Connection Calculation This calculation justifies the connection of the solar panels to existing roof members, by showing the connection capacity is equal to or greater than the uplift force demands. Connection Demand Spacing perpendicular to rail 32.5 in 1/2 panel length Spacing parallel to rail 48 in Max spacing Effective Wind Area on each connection 10.8 ftz Roof Angle 27 degrees'° �FING/ _ Wind Speed 110 mph LFOOT Exposure Coefficient, K, 1.02 -O= Topographic Factor, KZt 1 ROOF TECH111111111111 MINI CHIKO Directionality Factor, Kd 0.85 Ra" i Elevation Factor, Ke 0.99 Velocity Pressure, q, 26.7 psf Mount through roof sheathing / into existing rafters Zones 1, 2e Zones 2n, 2r, 3r Zone 3e GCp(max) 1.5 2.5 1.97 Exposed Panels? (yE= 1.5) No No No Pressure Equalization Factor,Va 0.79 0.79 0.79 Uplift Force 31.5 52.5 41.4 psf Max. Uplift Force/Connection (1.0 WL) 341.1 568.5 448.0 lbs ASD Factored (0.6 WL) 204.7 341.1 268.8 lbs Solar Dead Load (0.6 DL) 16.8 16.8 16.8 lbs Max. Uplift Force (0.6 WL-0.6 DL) 187.9 324.3 252.0 lbs Connection Capacity Connection Type RT Mini into 2x Rafter Total Allowable Capacity 447.0 lbs (per manufacturer) Compare ASD Factored Demand to Capacity Demand 324.3 lbs Capacity 447.0 lbs Result Capacity exceeds demands.Therefore,connection passes. A I B I C I D I E I F I G I H AERIAL VIEW ELECTRICAL NOTES GENERAL NOTES , .,' * .,„ .:h �y; 1. WHERE ALL TERMINALS OF THE 1. PRIOR TO THE COMMENCEMENT OF ANY DISCONNECTING MEANS MAY BE 1 �, � � �' ` • ` WORK, THE CONTRACTOR SHALL NOTIFY s4' , 1 ' ENERGIZED IN THE OPEN POSITION, A THE DESIGNER OF ANY DISCREPANCIES .•- i, it :;t • I SIGN WILL BE PROVIDED WARNING OF WITH THE DESIGN IN ANY CAPACITY. f ~` t THE HAZARDS. (PER ART. 690.17) ESPECIALLY RECOMMENDATIONS, CODES, c 2. EACH UNGROUNDED CONDUCTOR OF OR REGULATIONS & RULES OF THE _ .._ 4 'I Ii ',�' ! THE MULTIWIRE BRANCH CIRCUIT WILL AUTHORITY HAVING JURISDICTION, WHICH IriI ,,,,,I,it� BE IDENTIFIED BY PHASE AND SYSTEM. SUPERSEDED THE NEC. - (PER ART. 210.5) 2. ALL DIMENSIONS TO BE VERIFIED BY , " r. 3. A NATIONALLY RECOGNIZED TESTING CONTRACTOR PRIOR TO COMMENCEMENT r - - +• .: LABORATORY SHALL LIST ALL OF WORK. _ '��.'♦ EQUIPMENT IN COMPLIANCE WITH 3. CONTRACTOR IS RESPONSIBLE FOR ALL Ia. 4' I ARTICLE 110.3. SAFETY PRECAUTIONS, OSHA N !�! ' • �4 :--,�. 4. ALL WIRES SHALL BE PROVIDED WITH REQUIREMENTS ETC. FOR THE SITE, N •o'. I.I. .•, STRAIN RELIEF AT ALL ENTRY POINTS INCLUDING EXISTING SITE HAZARDS. '� !'` a ":. INTO BOXES AS REQUIRED BY UL LISTING ► 4. SYSTEM IS GRID INTERACTIVE/INTERTIED '' t - 5. MODULE FRAMES SHALL BE GROUNDED VIA A UL LISTED POWER-CONDITIONING I hr AT THE UL-LISTED LOCATION PROVIDED INVERTER. • ` ` _ > BY THE MANUFACTURER USING 5. SYSTEM HAS NO ENERGY STORAGE OF v'II' .— r << `t. -• ` #L �, UL-LISTED GROUNDING HARDWARE. ANY KIND, OR UPS. +' ., -'' •.�` '' 6. MODULE FRAMES, RAIL, AND POSTS 6. ALL SOLAR MOUNTING FRAMEWORK TO SHALL BE BONDED WITH EQUIPMENT {. .ti. y' 'iv.•..,,t ... . , BE GROUNDED. .t GROUND CONDUCTORS AND GROUNDED 7. FOLLOW MANUFACTURERS SUGGESTED ',' AT THE MAIN ELECTRICAL PANEL. INSTALLATION PRACTICES AND WIRING . ,r,. --4 tr ° `. ':.�� 7. THE DC GROUNDING ELECTRODE SPECIFICATIONS. (, CONDUCTOR SHALL BE SIZED 8. ALL WORK TO BE IN COMPLIANCE WITH RESIDENCE PHOTO ACCORDING TO ARTICLE 250.166B & THE INTERNATIONAL BUILDING CODES. 690.47. (IBC) 9. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC). — /r 7. 1 -I-. - - , - 1.71-ir iilji , ram' — — SHEET INDEX _- „�'� ; PV 1 COVER PAGE PV 5 MOUNTING DIAGRAM I ,���° PV 2 SITE PLAN PV 6 PLACARD l vow 1 PV 3 ELECTRICAL DIAGRAM CUT SHEETS ATTACHED x _ a ,� r a - r f ' PV 4 CHIKO MOUNTING k DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINED J LT CUSTOM IN THIS PACKET AND SUBSEQUENT CUTSHEETS Eowyn Da Silva DESIGN S O L G c N SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER DATE:ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 3/1/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 POWER THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 507 37th St Anacortes WA 98221 PAGE# RESPECTIVE EQUIPMENT, WITHOUT WRITTEN PV 1 CONSENT FROM SOLGEN POWER. A I B I C I D I E I F I G I H N INDEX: GODEne 2746.0. SYSTEM SIZE DC:5.76kW RAFTER SPACING:24" O.C. SYSTEM SIZE AC:4.80kWJNUMBER OF MODULES:16 RAFTER SIZE:2" x 4" w� Eril '. MODULE TYPE: ZXM6-NE - X M6-IN H 120-360 M IS91 INVERTER: Hoymiles Series ' ' MODULES iS COMP. SHINGLE N tO FIELD% UTILITY METER \ MAIN SERVICE \ COMBINER BOX C4) AC DISCONNECT° WAC 51-54A-1204.2.1 IFC 1,I 2018 - EXCEPTION 5 3- ______ i \ 7r (5) 36"wide fire fighter access > < 3• 'wide fire fighter access o \ ( 1 ) ROOF AREA: 15069. 12 Ft2 SOLAR OFFSET PV AREA: 296.32 Ft2 CIRCUIT 1 ///, ROOF %: 27.72% CIRCUIT 2N \ DRAWN BY: DRAWING SCALE: CONFIDENTIAL THE INFORMATION CONTAINED J1/8" = 1'-0" 11 IN THIS PACKET AND SUBSEQUENT CUTSHEETS Eowyn Da Silva DATE: �� DESIGN S O V SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 3/1/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 POWER THE RECIPIENT'S ORGANIZATION, EXCEPT IN PAGE# CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 507 37th St Anacortes WA 98221 RESPECTIVE EQUIPMENT, WITHOUT WRITTEN P\f 2 CONSENT FROM SOLGEN POWER. A I B I C I D I E I F I G I H LOAD CALCS-TOTAL AMPS AVAILABLE MAX AC OPERATING CURRENT CALCS BUS RATING 120% TOTAL MAIN BREAKER MAX BREAKER SIZE 200A X 1.2 = 240 - 200A = 40A #OF MICROINVERTERS MAX OUTPUT CURRENT MAX AC OPERATING CURRENT COMBINER BOX PANEL SIZE CALCS 16 x 1.23 = 19.68A CIRCUIT# NUMBER OF NUMBER OF NOMINAL OUTPUT TOTAL 125 TOTAL BREAKER SIZE BREAKER SIZE CALCS MODULES MICROINVERTERS CURRENT IN AMPS AMPS MAX 1 8 8 x 1.23 = 9.84 x 1.25 = 12.30 = 15A AC OPERATING CURRENT 125% TOTAL BREAKER SIZE CIRCUIT 2 8 8 x 1.23 = 9.84 x 1.25 = 12.30 = 15A 19.68A x 1.25 x 24.60A = 25A NOTES: UTILITY METER(E) 1. 200A UTILITY METER GLOBE ONLY.(EXISTING) 2. 200A LOAD CENTER.(EXISTING) /� — 3. 30A RATED NON-FUSED LOCKABLE AC DISCONNECT. ( I TO UTILITYD(E) (NEW) \ GRI 4. 125A RATED COMBINER PANEL.(NEW) ®—\4k ALL CONDUIT SIZES ARE MINIMUM SIZES ALL WIRE SIZES ARE FOR COPPER WIRE c )—\ (2)8 AWG (2)8 AWG EXISTING (1)8 AWG EGC (1)8 AWG EGC WIREfAIN SERVICE PANEL(E) N N 4N p7--7q _ 200A�MAIN SERVICE DISCONNECT(E) •• — CIRCUIT#1 -8 ZNSHINE ZXM6-NH120-360M • MODULES • WITH HOYMILES HM-300N MICRO INVERTERS <¢( a3( (2)8 AWG (1)8 AWG EGC M (8- • • • (2. (1" I Co 25A LOAD-SIDE 1 (2)12 AWG SOLAR OCPD n, n, n, (1)8 AWG EGC (Opposite end of the main disconnect on the busbar-NEC 705.12(B)(3) CIRCUIT#2-8 ZNSHINE ZXM6-NH120-360M MODULES WITH HOYMILES HM-300N MICRO INVERTERS (81 • • • (2. (11 • • • — _/ (2)12 AWG ti A‘, (1)8 AWG EGC ti LO 01 DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINED J LT NOT TO SCALE IN THIS PACKET AND SUBSEQUENT CUTSHEETS Eowyn Da Silva DATE: DESIGN SOLGizN SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 3/1/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 POWER THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 507 37th St Anacortes WA 98221 PAGE# RESPECTIVE EQUIPMENT, WITHOUT WRITTEN D\V, 3 CONSENT FROM SOLGEN POWER. A I B I C I D I E I F I G I H 5'9" T 13.8' L l .. ----D ■ 11 .4" 6" . . . l . I . . i . . . 1 SOLAR PANEL ROOFING L FOOT INo. N C — En N ROOF TECH MINI ,n — imi IIrrn CHIKO D - = 7# Rail — II 1 C'') W f 14.24' Mount through roof sheathing into existing rafters STRUCTURAL NOTES: 1. TOTAL WEIGHT(MODULE & RAIL): 738 LBS S O O 4' 4' 4' O 2. RAIL WEIGHT: 68 LBS 3. MODULE WEIGHT: 670 LBS O Mid Clamp End Clamp Al 4. DISTRIBUTED WEIGHT: 2.42 PSF OOil M x.., \\\N------- ------71) .i1 ' . Grounding Lug in r *'n cri DRAWN BY: DESIGN CONFIDENTIAL-THE INFORMATION CONTAINED J LT IN THIS PACKET AND SUBSEQUENT CUTSHEETS Eowyn Da Silva DATE SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER SOLGizN ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 3/1/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 PAGE# POWER THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 507 37th St Anacortes WA 98221 RESPECTIVE EQUIPMENT, WITHOUT WRITTEN P\I 4 CONSENT FROM SOLGEN POWER. A I B I C I D I E I F G I H D 0 0 0 D 0 0 0 - 31' - _ 0 0 b 0 _ 0 0 N O 0 O O- O o O $ ^' 0 O 01 0 0 0 0 0 0 PV MODULE O 0 O O O 0 0 O 17'-6" MOUNTING FEET CHIKO#7 RAIL co co O 0 0 0 0 0 0 0 0 2 MOUNTING DIAGRAM O SCALE:NOT TO SCALE STRUCTURAL NOTES: 0 0 1. 48" MAX SPAN OF RAIL TO DISTRIBUTE WEIGHT OVER SUPPORT OF TRUSSES 1 7r 2. MOUNTING FEET ARE IN APPROXIMATE LOCATION. ROOF 1 3. MOUNTING FEET SHOULD BE STAGGERED AS TILT:27° SHOWN IN DIAGRAM AZIMUTH:181° cn I MOUNTING DIAGRAM DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINED JLT 59/256" = 1'-0" IN THIS PACKET AND SUBSEQUENT CUTSHEETS Eowyn Da Silva DATE: DESIGN S O L G c N SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 3/1/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 POWE R THE RECIPIENT'S ORGANIZATION, EXCEPT IN PAGE# CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 507 37th St Anacortes WA 98221 RESPECTIVE EQUIPMENT, WITHOUT WRITTEN PV 5 CONSENT FROM SOLGEN POWER. A I B I C I D I E I F I G I H Main Panel Enphase Combiner Soladeck & Junction Boxes AC Disconnect CI\ iJTION PHOTOVOLTAIC SYSTEM POWER TO THIS BUILDING IS SUPPLIED FROM THE ACAUTION PHOTOVOLTAICPOWERSOURCE PHOTOVOLTAIC A CAUTION �.Ehh< A FOLLOWING SOURCES WITH DISCONNECTS =saLARErF';i Hit.WrsrErT r_,;v.IF t. ro LAQINLe1P9M1EphEHdLOE n ,WARNING OPERATIF AC VOLTAGE SOLAR CIRCUIT LOCATED AS SHOWN: E: ����p u ELECT SHCCKHAMAD - LOM SI ES I. MAX OPERAT1NGAC OUTPUT CURRENT 1rFtV WTI , i — 507 37th St Anacortes WA 98221 __iwrne __ —A KING Conduit: Every 1 D' SOLAR PV SYSTEM N MIS SCAM:DayFEP YiF_L-I,,E WARNINGEQUIPPED WITH ®lOTil ED Ty OfhLL `!LDQW°"' A CAUTION RAPID SHUTDOWN YAW 1YfY OIfRCURAFK f [SH9�S1WLh8T E%iEEC 1 PHOTOVOLTAIC SYSTEMI N Atli ar re POWER SOME COMBINER PANEL SOLAR CIRCUIT . 9PFJNrMG.4C VTJL'V.GE j II. III F PUT DO NOT ADD LOADS YIUI9EERAT►tlAC PHOTOVOLTAIC SYSTEM TAH fiA i�.° IfMiYNSVE1Tp TO THE'OFF POS IT/3H TO SHUT DOWN S ,ALPfW/ERSUPPL• EQIJIPPEU WITH p"� Y I SOL5 CE&UTEITYGPIDNO. p� + I' p�,�ry k' R$aiAREiecmLcsSrFra /13. APID SHUTDOWN RAPID aIiU DOivN RAPID SNUT00uUN L'1RlM� SWITCH FOR — MAIN SERVICE PANEL ISO SYSTEMRPV ` SOLARPV5YSTEM SOLAR PV SYSTEM AC MICRO INVERTIERS UTILITY METER EQUIPPED WITH LOCATED CAN R OF PV SYSTEM kWh Meter 111111 RAPID SHUTDOWN UNDER MODULES co PV DISCONNECT : � -- PHOTOWh EIT SYSTEMk W 'h"°' A�N�� SOLAR PV ARRAY WITH ° ELECTRIC SHOCK HAZARD TIE'OFF rr oHTOSHA TERMINALS ON THE LINE AND MICROINVERTERS I PP SWST€uv OFUME ` LOAD SIDES MAYBE ENERGIZED sxOLlL WARE x IWPFR,r ROOF MOUNTED IN THE OPEN POSITION Inside Panel — II I SOLAR PV BREAKER S O L 1 C N BREAKER IS®ACilTEo DO NOT RELOCATE POWER 4, _ 6 "x6 " _ U) 0, DRAWN BY: DESIGN CONFIDENTIAL-THE INFORMATION CONTAINED J LT IN THIS PACKET AND SUBSEQUENT CUTSHEETS Eowyn Da Silva (1=1 SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER DATE: SOLGizN ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 3/1/2022 1 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 PAGE# P O W E R THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT WRITTEN P: 509 931 1663 507 37th St Anacortes WA 98221 F \ICONSENT FROM SOLGEN POWER.