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Home My WebLink About1418 W 7th St - Building1 - 2 SINGLE-FAMILY ELECTRICAL PERMIT APPLICATION Pub! ic \Yorks and ULili ties Department 32 l E. 5th Street. Port ;\ngeles. WJ\ 98362 300.417.47]5 ! www.cilyofjJa us I electricalpcnnitsr21/cityofpa.us Project Address:-------------------------------------- Project Description:--------------------------------------□Single-Family Residential D Duplex/ ARU Building Square footage: _______________ _ OWNER JNFORMATtON Name: ________________________ Email: ______________ _ Mailing Address: ________________________ Phone: ___________ _ ELECTRfCAL CONTRACTOR fNFORMATION Name: ___________________________ License: ___________ _ Mailing Address: ________________________ Expiration Date: ________ _ Email: Phone: ___________ _ PROJECT DETAILS Item Unit Charge Qy51ntit3£ :To1s.l (Quantity x Unit Charge) Service/Feeder 200 Amp. $120.00 $ Service/Feeder 201-400 Amp. $146.00 $ Service/Feeder 401-600 Amp. $205.00 $ Service/Feeder 601-1000 Amp. $262.00 $ Service/Feeder over 1000 Amp. $373.00 $ Branch Circuit W/ Service Feeder $5.00 $ Branch Circuit W/O Service Feeder $63.00 $ Each Additional Branch Circuit $5.00 $ Branch Circuits 1-4 $75.00 $ Temp. Service/Feeder 200 Amp. $93.00 $ Temp. Service/Feeder 201-400 Amp. $110.00 $ Temp. Service/Feeder 401-600 Amp. $149.00 $ Temp. Service/Feeder 601-1000 Amp. $168.00 $ Portal to Portal Hourly $96.00 $ Signal CircuiULimited Energy - 1 &2 DU. $64.00 $ Manufactured Home Connection $120.00 $ Ren ewable Elec. Energy: 5KVA System or less $102.00 $ Thermostat (Note: $5 for each additional) $56.00 $ First 1300 Sql;Jare Feet $120.00 $ Each Additional 500 square feet" $40.00 $ Each Outbuilding / Detached Garage $74.00 $ Each Swimming Pool/ Hot Tub $110.00 $ TOTAL $ Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296- 468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Date Print Name Signature (0 Owner D Electrical Contractor/ Administrator) [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us] '"'CJ CD PREPARED 4/27/23, 7:29:53 PAYMENT DUE CITY OF PORT ANGELES PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER:23-00000423 1418 W 7TH ST FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- ELECTRICAL ALTER RESIDENTIAL 140.00 TOTAL DUE 140.00 Please present reciept to the cashier with full payment Application Number . . . . . 23-00000423 Date 4/28/23 Application pin number . . . 797784 Property Address . . . . . . 1418 W 7TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4524-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Office space ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KEITH DORWICK AND JOHN A KELLE JOHNSON ELECTRIC COMPANY 1418 W 7TH ST 3129 S REGENT PORT ANGELES WA 983635402 PORT ANGELES WA 98362 (337) 962-1991 (360) 728-4327 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER RESIDENTIAL Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee . . .00 Issue Date . . . . 4/28/23 Valuation . . . . 0 Expiration Date . . 10/25/23 Qty Unit Charge Per Extension 4.00 5.0000 ECH EL-BRANCH CIRCUIT W/FEEDER 20.00 1.00 120.0000 ECH EL-0-200 SRV FEEDER 120.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140.00 140.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 140.00 140.00 .00 .00 ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 5/1/2023 23-423 TAP OWNER CONTRACTOR Johnson Electric PROJECT ADDRESS 1418 W 7th St ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 5/22/2023 23-423 TAP OWNER CONTRACTOR Johnson Electric PROJECT ADDRESS 1418 W 7th St ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 6/23/2023 23-423 TAP OWNER CONTRACTOR Johnson Electric PROJECT ADDRESS 1418 W 7th St Application Number . . . . . 24-00001234 Date 11/19/24 Application pin number . . . 276534 Property Address . . . . . . 1418 W 7TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4524-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc PV System ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KEITH DORWICK AND JOHN A KELLE SOLGEN POWER LLC 1418 W 7TH ST 5715 BEDFORD STREET PORT ANGELES WA 983635402 PASCO WA 99301 (337) 962-1991 (509) 931-1663 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER RESIDENTIAL Additional desc . . Permit Fee . . . . 190.20 Plan Check Fee . . .00 Issue Date . . . . 11/19/24 Valuation . . . . 0 Expiration Date . . 5/18/25 Qty Unit Charge Per Extension 1.00 190.2000 ECH EL-0-200 SRV FEEDER 190.20 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 190.20 190.20 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 190.20 190.20 .00 .00 Public Works and Utilities Department 321 E. 5th Street, Port Angeles, WA 98362 360.417.4735 | www.cityofpa.us | electricalpermits@cityofpa.us EL1-2 SF 1 - 2 SINGLE-FAMILY ELECTRICAL PERMIT APPLICATION Project Address: Project Description: □ Single-Family Residential □ Duplex / ARU Building Square footage: OWNER INFORMATION Name: Email: Mailing Address: Phone: ELECTRICAL CONTRACTOR INFORMATION Name: License: Mailing Address: Expiration Date: Email: Phone: PROJECT DETAILS Item Unit Charge Quantity Total (Quantity x Unit Charge) Service/Feeder 200 Amp.$120.00 $ Service/Feeder 201-400 Amp.$146.00 $ Service/Feeder 401-600 Amp.$205.00 $ Service/Feeder 601-1000 Amp.$262.00 $ Service/Feeder over 1000 Amp.$373.00 $ Branch Circuit W/ Service Feeder $5.00 $ Branch Circuit W/O Service Feeder $63.00 $ Each Additional Branch Circuit $5.00 $ Branch Circuits 1-4 $75.00 $ Temp. Service/Feeder 200 Amp.$93.00 $ Temp. Service/Feeder 201-400 Amp.$110.00 $ Temp. Service/Feeder 401-600 Amp.$149.00 $ Temp. Service/Feeder 601-1000 Amp.$168.00 $ Portal to Portal Hourly $96.00 $ Signal Circuit/Limited Energy - 1&2 DU.$64.00 $ Manufactured Home Connection $120.00 $ Renewable Elec. Energy: 5KVA System or less $102.00 $ Thermostat (Note: $5 for each additional)$56.00 $ First 1300 Square Feet $120.00 $ Each Additional 500 square feet``$40.00 $ Each Outbuilding / Detached Garage $74.00 $ Each Swimming Pool / Hot Tub $110.00 $ TOTAL $ Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296- 46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Date Print Name Signature (□ Owner □ Electrical Contractor / Administrator) Pe r m i t # : New Construction Only [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us or faxed to 360.417.4711] 2024-11-06 Joseph Kwon 1418 W 7th St Port Angeles WA 98363 6.150kWDC roof mounted solar install on existing home 6969 sqft Keith Dorwick 1418 W 7TH STREET Port Angeles Washington 98363 jak53@usa.net 337-962-1991 Solgen Power LLC 6752 20th St E STE 200 Fife WA 98424 picseattle@purelightpower.com SOLGEPL830RJ 01/24/2026 206-649-9976 1 Document Ref: CDHEW-QSJNA-S3XVI-G8RD4 Page 1 of 1 Signature Certificate Reference number: CDHEW-QSJNA-S3XVI-G8RD4 Document completed by all parties on: 06 Nov 2024 21:40:47 UTC Page 1 of 1 Signer Timestamp Signature PIC Seattle Email: picseattle@purelightpower.com Sent:06 Nov 2024 21:40:46 UTC Signed:06 Nov 2024 21:40:47 UTC IP address: 50.251.200.126 Location: Marysville, United States Signed with PandaDoc PandaDoc is a document workflow and certified eSignature solution trusted by 50,000+ companies worldwide. SCOPE OF WORK 1.2.1 CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTION OF EXISTING ONSITE CONDITIONS TO DESIGN, SPECIFY, AND INSTALL THE ROOF-MOUNTED PHOTOVOLTAIC SYSTEM DETAILED IN THIS DOCUMENT SATELLITE MAP COVER PAGEPV-00 EQUIPMENT DATASHEETS ATTACHED EQUIPMENT SPECIFICATIONS ENLARGED VIEW ELECTRICAL DIAGRAM WARNING LABELS ATTACHMENT PLAN & DETAILS SHEET INDEX PV-02 PV-03 PV-04 PV-06 PV-05 VICINITY MAP SITE PLANPV-01 DIRECTORY PLACARDPV-05.1 FRAMING DETAILPV-03.1 SITE NOTES 2.1.1 A LADDER WILL BE IN PLACE FOR INSPECTION IN ACCORDANCE WITH OSHA REGULATIONS. 2.1.2 THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 2.1.3 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 2.1.4 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED IN ACCORDANCE WITH SECTION NEC 110.26. 2.1.5 ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE BUILDING OR STRUCTURE. EQUIPMENT LOCATIONS 2.2.1 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS IN ACCORDANCE WITH NEC 110.26. 2.2.2 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) AND NEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C). 2.2.3 JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES IN ACCORDANCE WITH NEC 690.34. 2.2.4 ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2.2.5 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL IN ACCORDANCE WITH NEC APPLICABLE CODES. 2.2.6 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE. STRUCTURAL NOTES 2.3.1 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED IN ACCORDANCE WITH THE CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY, IN ACCORDANCE WITH RAIL MANUFACTURER’S INSTALLATION PRACTICES. 2.3.2 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL REQUIREMENTS. STRUCTURAL NOTES (CONT.) 2.3.3 ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR. 2.3.4 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER OR PROFESSIONAL ENGINEERING GUIDANCE. 2.3.5 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. WIRING & CONDUIT NOTES 2.4.1 ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. 2.4.2 CONDUCTORS SIZED IN ACCORDANCE WITH THE NEC 2.4.3 AC CONDUCTORS TO BE COLORED OR MARKED PER NEC 2.4.4 LISTED OR LABELED EQUIPMENT SHALL BE INSTALLED AND USED IN ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING OR LABELING PER NEC GROUNDING NOTES 2.5.1 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND GROUNDING DEVICES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH USE. 2.5.2 PV EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH NEC 690.43 AND NEC TABLE 250.122. 2.5.3 METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES CONSIDERED GROUNDED IN ACCORDANCE WITH NEC 250.134 AND 250.136(A). 2.5.4 EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH NEC 690.45 AND INVERTER MANUFACTURER'S INSTALLATION PRACTICES 2.5.5 EACH MODULE WILL BE GROUNDED AS SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ. 2.5.6 THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. 2.5.7 GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER PER NEC 250.119 2.5.8 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED IN ACCORDANCE WITH NEC 250, NEC 690.47 AND THE AHJ. 2.5.9 GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS DISCONNECTION AND OVERCURRENT PROTECTION NOTES 2.6.1 DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS). 2.6.2 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH 2.6.3 PV SYSTEM CIRCUITS INSTALLED ON OR IN HABITABLE BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY RESPONDERS IN ACCORDANCE WITH 690.12 2.6.4 ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8, 690.9, AND 240. 2.6.5 INVERTER ON-GRID BRANCHES SHALL BE CONNECTED TO A SINGLE BREAKER OR GROUPED FUSE DISCONNECT(S) IN ACCORDANCE WITH NEC 110.3(B). 2.6.6 IF REQUIRED BY THE AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION IN ACCORDANCE WITH NEC 690.11 AND UL1699B. INTERCONNECTION NOTES 2.7.1 LOAD SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH NEC 705.12. 2.7.2 THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY NOT EXCEED 120 PERCENT OF BUSBAR RATING PER NEC 705.12. 2.7.3 THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUSBAR SHALL NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE BUSBAR, PV DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM THE UTILITY SOURCE OCPD IN ACCORDANCE WITH NEC 705.12. 2.7.4 AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT PROTECTION DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. HOWEVER, THE MAIN OVERCURRENT PROTECTION DEVICE MAY BE EXCLUDED IN ACCORDANCE WITH NEC 705.12. 2.7.5 FEEDER TAP INTERCONNECTION (LOAD SIDE) IN ACCORDANCE WITH NEC 705.12. 2.7.6 SUPPLY SIDE TAP INTERCONNECTION IN ACCORDANCE WITH TO NEC 705.11 WITH SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42. 2.7.7 BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING PER NEC 705.12. GENERAL NOTES PHONE - (541) 816-4047 LIC. NO. - 226333 CONTRACTOR 3521 AVION DRIVE SUITE #200, MEDFORD, OR 97504 PURELIGHT POWER NEWCO LLC DESIGN CRITERIA 1. ROOF PITCH:45°, 18°, 18° 2. AZIMUTH:211°, 301°, 121° 3. MODULE:(15) YUKON SERIES SEG-410-BMD-HV 4. INVERTER:(02) HOYMILES HM-1500NT (03) HOYMILES HM-700NT (01) HOYMILES HM-350NT 5. NOMINAL AMPERAGE:22.13 AMPS 6. ROOF AREA:1452 FT² 7. PV ARRAY AREA:315.34 FT² 8. PV ARRAY WEIGHT:711.00 LBS 9. ROOF SURFACE TYPE: COMPOSITE SHINGLE 10. ROOF STRUCTURE:2"X6" RAFTERS @ 24" OC 11. BUILDING STORY:TWO STORY 12. SNOW LOAD:25 PSF 13. WIND SPEED: 97 MPH 14. WIND EXPOSURE: B 15. RISK CATEGORY: II PROJECT NOTES 1.1.1 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE RELEVANT YEAR OF THE NATIONAL ELECTRIC CODE (NEC), ALL MANUFACTURER’S LISTING AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES. 1.1.2 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND THE PV SYSTEM MUST BE INSPECTED PRIOR TO OPERATION 1.1.3 ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVE INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC AND OTHER GOVERNING CODES 1.1.4 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ. SYSTEM SIZE:DC SIZE: 6.150 KW DC-(STC) AC SIZE: 5.313 KW AC NEW PV SYSTEM SPECIFICATIONS NEW PHOTOVOLTAIC ROOF MOUNTED SYSTEM 6.150 KW DC/5.313 KW AC 1418 W 7TH STREET, PORT ANGELES, WA 98363 PV-00 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP COVER PAGE APPLICABLE CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES: 2021 WASHINGTON STATE BUILDING CODE 2021 WASHINGTON STATE RESIDENTIAL CODE 2021 WASHINGTON STATE FIRE CODE 2020 NATIONAL ELECTRICAL CODE AS ADOPTED BY CITY OF PORT ANGELES INVERTERS SHALL BE SET TO IEEE 1547 ANTI-ISLANDING GRID PROFILE Signed 9/25/2024 13 9 ' - 0 " 13 9 ' - 0 " 52 ' - 6 " 52 ' - 6 " W 7 T H S T R E E T 24 ' - 7 " 7'- 9 " 56 ' - 2 " 9'- 4 " N SITE PLAN SCALE:1"-15'-0" - PROPERTY LINE - FENCE LINE LEGEND PV-01 1 SITE PLAN PV-01 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP ROOF ACCESS POINT (E) FENCE (E) GATE FR O N T O F H O U S E (E) DETACHED GARAGE (E) HOUSE (E) DECK WA L K W A Y DR I V E W A Y STRUCTURAL ONLY 9/27/2024 R O O F 1 RO O F 2 RO O F 3 N SCALE:1"-10'-0" PLAN VIEW TOTAL ROOF AREA:1452 FT² TOTAL PV ARRAY AREA:315.34 FT² TOTAL % OF ROOF COVERED BY PV:21.72% = FLUE / PLUMBING VENT = MECHANICAL VENT NOTES: 1.ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS THAT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. 2.STRUCTURES, PATIO COVERS, AND/OR ADDITIONS BUILT WITHOUT PERMITS TO BE RESOLVED BY A SEPARATE PERMIT. LEGEND 44.65" 67 . 8 0 " FIRE SETBACKS36" 18" = STRING 1 = HM-1500NT (1 PER 4 MODULES) ENLARGED VIEW ENLARGED VIEW PV-02 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP PV-02 1 PV RAPID SHUTDOWN TO BE LOCATED WITHIN 10FT OF THE UTILITY METER SLOPE - 18° AZIMUTH - 121° MODULE QTY - 02 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 3 SLOPE - 18° AZIMUTH - 301° MODULE QTY - 07 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 2 SLOPE - 45° AZIMUTH - 211° MODULE QTY - 06 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 1 = HM-700NT (1 PER 2 MODULES) = HM-350NT (1 PER 1 MODULE) W 7 T H S T R E E T FR O N T O F H O U S E BA C K O F H O U S E UMMS P AC D (N) PV RAPID SHUTDOWN VISIBLE-OPEN, LOCKABLE, LABELED AND FUSED AC DISCONNECT (SQUARE D D221NRB) (E) UTILITY METER (OVERHEAD SERVICE) METER #: 130 944 894 (E) MAIN SERVICE PANEL (INSIDE HOUSE) JB ROOF ACCESS POINT (N) JUNCTION BOX NEMA 3R STRUCTURAL ONLY 9/27/2024 ATTACHMENT PLAN & DETAILS - ATTACHMENT POINTS - RAIL - STRUCTURAL MEMBER LEGEND NOTE: 6" MAXIMUM DISTANCE FROM ROOF SURFACE TO TOP OF PV MODULES PV-03 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP (E) STRUCTURAL MEMBER SEE ENLARGED VIEW (E) ROOF SURFACE Scale: NTS ATTACHMENT DETAIL PV-03 2 Scale: NTS ENLARGED VIEW PV-03 3 IRONRIDGE UNIVERSAL QCLICK MID/END CLAMP IRONRIDGE QRAIL (E) ROOF SURFACE IRONRIDGE L-FOOT PV MODULE DISTRIBUTED LOAD CALCULATIONS MODULE YUKON SERIES SEG-410-BMD-HV MODULE WEIGHT 47.40 LBS MODULE DIMENSIONS (L" x W")67.80" x 44.65" TOTAL QTY. OF MODULES 15 TOTAL WEIGHT OF MODULES 711.00 LBS TYPE OF RACKING IRONRIDGE STANDARD Q-RAIL TYPE OF ATTACHMENT IRONRIDGE L-MOUNT DISTRIBUTED WEIGHT OF RACKING 0.5 PSF TOTAL WEIGHT OF ARRAY 868.67 LBS AREA OF MODULE 21.02 SQFT. TOTAL ARRAY AREA 315.34 SQFT. DISTRIBUTED LOAD 2.75 PSF TYPICAL ATTACHMENT PLAN (PORTRAIT) SCALE: NTSPV-03 1.0 TYPICAL ATTACHMENT PLAN (LANDSCAPE) SCALE: NTSPV-03 1.1 STRUCTURAL MEMBER @ 24" OC 4'-0" OC ATTACHMENT SPACING STRUCTURAL MEMBER @ 24" OC 4'-0" OC ATTACHMENT SPACING STRUCTURAL ONLY 9/27/2024 PV-03.1 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP FRAMING DETAIL SCALE: NTS FRAMING DETAIL PV-03.1 1 SLOPE - 18° AZIMUTH - 121° MODULE QTY - 02 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 3 SLOPE - 18° AZIMUTH - 301° MODULE QTY - 07 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 2 SLOPE - 45° AZIMUTH - 211° MODULE QTY - 06 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 1 5.18" 4 6 ° ROOF #1 2'-0" 20 ' - 0 " PV MODULES LOAD BEARING WALL 2"X6" RAFTERS @ 24" O.C. 1'-6" 11'-6" 5'-3" 5 . 1 8 " 1 8 °18 ° ROOF #2 ROOF #3 2'-0"2'-0" 15 ' - 0 " PV MODULES PV MODULES LOAD BEARING WALL 2"X6" RAFTERS @ 24" O.C. 1'-6" 5'-8" 8" LOAD BEARING WALL 5.1 8 " 1'- 6 " 5'-8 " 8" 2"X6" RAFTERS @ 24" O.C. 15 ' - 0 " STRUCTURAL ONLY 9/27/2024 (N) JUNCTION BOX 600 V, NEMA 3R UL LISTED MANUFACTURER PROVIDED TRUNK CABLE G L2 L1 #6 AWG BARE CU (2) HOYMILES HM-1500NT MICROINVERTERS ONE UNDER EVERY FOUR MODULES YUKON SERIES SEG-410-BMD-HV (3) HOYMILES HM-700NT MICROINVERTERS ONE UNDER EVERY TWO MODULES (1) HOYMILES HM-350NT MICROINVERTERS ONE UNDER EVERY MODULES 15 MODULES AND 6 MICROINVERTERS IN BRANCH CIRCUIT 1 1 (2) #10 AWG (1) #10 EGC SUPPLY SIDE INTERCONNECTION AT MAIN PANEL G M N (E) 200A MAIN SERVICE PANEL, 240V (E) 200A/2P MAIN BREAKER, 240V SUPPLY SIDE CONNECTION L2 NL2L1 TO UTILITY GRID LINE LOAD (E) BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/240V EXISTING GROUNDING ELECTRODE SYSTEM GEC G L1 L2 L1 L2 BONDED N (3) #6 AWG (1) #6 EGC 2 3 METER #: 130 944 894 (N) PV RAPID SHUTDOWN VISIBLE, LOCKABLE, LABELED AND 30A FUSED, (2) 30A FUSES, 240V, NEMA 3R, UL LISTED (SQUARE D D221NRB) ELECTRICAL DIAGRAM WIRE ID EXPECTED WIRE TEMP (°C) TEMP DERATE (90 °C) QTY OF CURRENT CARRYING CONDUCTORS CONDUIT FILL DERATE MINIMUM CONDUIT SIZE (TBD ON SITE) WIRE GAUGE & TYPE CONDUCTOR AMPACITY @ 90°C (A) CONDUCTOR AMPACITY @ 75°C (A) REQUIRED CIRCUIT CONDUCTOR AMPACITY (A) ADJUSTED CONDUCTOR AMPACITY @ 90 °C (A) NEUTRAL CONDUCTOR SIZE & TYPE GROUND WIRE SIZE & TYPE 1 25 1.04 2 1 3/4'' SCH40 PVC #10 THWN-2 40 35 27.66 41.60 NONE #10 THWN-2 2 25 1.04 2 1 3/4'' SCH40 PVC #6 THWN-2 75 65 27.66 78.00 #6 THWN-2 NONE 3 NONE #6 THWN-2 MINIMUM WIRE SIZES CALLED OUT. USE OF LARGER WIRE IS ACCEPTABLE. 7/8" MINIMUM CONDUIT HEIGHT ABOVE ROOF SURFACE PV RAPID SHUTDOWN TO BE LOCATED WITHIN 10FT OF THE UTILITY METER PV-04 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP DESCRIPTION FORMULA RESULT PV OVERCURRENT PROTECTION NEC 690.9(B) TOTAL INVERTER OUTPUT CURRENT x 1.25 = ((02 x 5.99) + (03 x 2.9) + (01 x 1.45 )A x 1.25 27.66A (SELECTED OCPD = 30A) INVERTERS SHALL BE SET TO IEEE 1547 ANTI-ISLANDING GRID PROFILE Signed 9/25/2024 WARNING LABELS PV-05 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP LABELING DIAGRAM: RAPID SHUTDOWN FOR SOLAR PV SYSTEM 10 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. 8 ELECTRICAL SHOCK HAZARD WARNING TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION !1 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM !2 THIS EQUIPMENT FED BY MULTIPLE SOURCES TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR WARNING!3 MAXIMUM AC OPERATING CURRENT: NOMINAL OPERATING AC VOLTAGE: 22.13 AMPS 240 VAC PHOTOVOLTAIC AC DISCONNECT 6 PHOTOVOLTAIC POWER SOURCE7 MAIN PHOTOVOLTAIC SYSTEM DISCONNECT9 PARALLEL GENERATION ON SITE11 SOLAR ELECTRIC PV PANELS MAIN SERVICE PANEL UTILITY METER (DIRECTORY) PV RAPID SHUTDOWN 11 8 2 9 10 6 GARAGE PANEL 12 12 SERVICE DISCONNECT Signed 9/25/2024 PV-05.1 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP DIRECTORY PLACARD MULTIPLE SOURCES OF POWER. POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: CAUTION ADDRESS: 1418 W 7TH STREET, PORT ANGELES, WA 98363 EMERGENCY CONTACT: (541) 200-2896 UTILITY METER DIRECTORY PLACARD: N SERVICE DISCONNECT AC DISCONNECT W 7 T H S T R E E T FR O N T O F H O U S E ROOF ACCESS POINT Signed 9/25/2024 EQUIPMENT SPECIFICATIONS PV-06 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL #YUKON SERIES SEG-410-BMD-HV VMP 31.05 V IMP 13.21 A VOC 37.32 V ISC 13.80 A TEMP. COEFF. VOC -0.27 %/°C MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-1500NT INPUT POWER RANGE 300W-505W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 5.99A MAX CONT. OUTPUT POWER 1438W MAX MODULES PER STRING 16 (4 MICROINVERTERS) MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-700NT INPUT POWER RANGE 280W-470W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 2.9A MAX CONT. OUTPUT POWER 696W MAX MODULES PER STRING 16 (8 MICROINVERTERS) MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-350NT INPUT POWER RANGE 280W-470W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 1.45A MAX CONT. OUTPUT POWER 349W MAX MODULES PER STRING 16 (16 MICROINVERTERS) Signed 9/25/2024 QRail Series ™ Cost-Effective Mounting and Racking For All Roofs Rail System with QClick Technology™ QRail — Single-Tool Mounting and Racking System The QRail Series is a strong and versatile single-tool installation solar racking system that provides unrivaled benefits to solar designers and installers. Combined with Quick Mount PV’s industry-leading weather-proof mounts, QRail offers a complete racking solution for mounting solar modules on any roof. An optional skirt is available. QRail, together with Quick Mount PV’s waterproof mounting products, provides the benefit of a single-sourced, seamlessly integrated rooftop installation that works with all roof types — composition/asphalt shingles, flat or curved tile, metal shingle, shake, slate and low slope roofs. The QRail system also works with any roof attachment system for maximum flexibility. Comprehensive, One-Source Solution Superior Strength and Versatility QRail is engineered for optimal structural performance. The system is certified to UL 2703, fully code compliant and backed by a 25-year warranty. QRail is available in Light and Standard versions and is compatible with virtually all modules and works on a wide range of pitched roof surfaces. Modules can be mounted in portrait or landscape orientation in standard or shared-rail configurations. Standard Light QRails come in two lengths — 168 inches (14 ft) and 208 inches (17.3 ft) Mill and Black Finish Easily design array configurations with the QDesign software application. Generate complete engineering reports and calculate a precise bill of materials for all the mounting, racking and accessories needed for a complete solar array. Works 2-rail, 3-rail, shared-rail and fixed-tilt applications. ™ QDesign.solar Fast, Simple Installation: It Just Clicks The QRail system is UL 2703 Listed, ensuring that all exposed metal parts and the solar module frames are electrically connected. All electrical bonds are created when the components are installed and tightened down. Fully Integrated Electrical Bonding QClick Technology The universal mid and end clamps use QClick technology to simply “click” into the rail channel and remain upright, ready to accept the module. The pre-assembled clamps fit virtually all module frames and require no extra hardware, eliminating pre-loading and reducing installation time. Hidden end clamps are also available. Clamps for modules from 30-45mm or 38-50mm thick UniverSaL end CLamp 2 clamps for modules from 30-45mm or 38-50mm thick UniverSaL Bonded mid CLamp QRail’s innovative internal QSplice installs in seconds, requiring no tools or screws. Simply insert QSplice into the rail and slide the other rail on to create a fully structural, bonded splice. QSplice Technology QSpLiCe ™ ™ 2 31 1 2 3 Installs in seconds — no tools or hardware required Installing is as easy as 1-2-3 UL STD 2703 QRB Feb 2020 2700 Mitchell Drive Walnut Creek, CA 94598 www.quickmountpv.com 925-478-8269 RESPECT THE ROOF 8431 Murphy Drive Middleton, WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. GFT-OP-11a (24-MAR-2014) Signature: Name: Nalini Mandadi Position: Project Engineer Date: 11/14/2014 In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name & Address: QuickMount PV 2700 Mitchell Drive, Bldg. 2 Walnut Creek, CA 94598 Product Description: Symmetrical Mount for Steep Slope Roof Applications Ratings & Principle Characteristics: Fire Class Resistance Rating: Class A Fire Rated for Steep Slope applications when using Type 1 or 2 listed photovoltaic modules. This system was evaluated with a 5” gap between the bottom of the module and the roof’s surface. Per Section 31.2.2.1 of UL 1703 this product can be installed with any gap stated in the manufacturer’s installation instructions. A perimeter guard is optional. Models: Qrail Brand Name: QuickMount PV Relevant Standards: UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition revision date September 2017, (Section 31.2) Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 Date of Tests: 04/09/2018 – 04/10/2018 Test Report Number(s): 103436738MID-001r1 This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Christopher Zimbrich Reviewed by: Chad Naggs Title: Technician I – Fire Resistance Title: Technical Team Lead – Fire Resistance Signature: Signature: Date: 01/22/2019 Date: 01/22/2019 List of UL Tested and/or Evaluated PV Modules Manufacturer Model Number The Qrail system may be used to ground and/or mount UL1703 or UL 61730 listed PV module only when the specific module has been evaluated for grounding and/or mounting under UL 2703 and in compliance with the included instructions. Unless otherwise noted, “xxx” refers to the module power rating and both black and silver frames are included in the certification. Review module and any 3rd party manufacturer’s documentation for compatibility and compliance with warranty terms and conditions QRail® System Adani Adani modules with 35 and 40mm frames ASX-Y-ZZ-xxx Where "X" can be B, M or P, "Y" can be 6 or 7, and "ZZ" can be blank, PERC, B-PERC, or AB-PERC Amerisolar Amerisolar modules with 35, 40 and 50 mm frames AS-bYxxxZ Where ”b” can be 5 or 6; ”Y” can be M, P, M27, P27, M30, or P30; and ”Z” can be blank, W or WB Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zz23-xxx Where ”yy” can be 120 or 144; and ”zz” can be MF or BF Astronergy Solar Astronergy modules with 30, 35, 40, and 45 mm frames aaSMbbyyC/zz-xxx Where “aa” can be CH or A; ”bb” can be 60, 66, or 72; “yy” can be blank, 10 or 12; ”C” can M, P, M(BL), M-HC, M(BL)-HC, P-HC, M(DG), or M(DGT); and “zz” can be blank, HV, F-B, or F-BH ASUN ASUN modules with 35 and 40 mm frames ASUN-xxx-YYZZ-aa Where ”YY” can be 60 or 72; ”ZZ” can be M,or MH5; and ”aa” can be blank or BB Auxin Auxin modules with 40 mm frames AXN6y6zAxxx Where ”y” can be M or P; ”z” can be 08, 09, 10, 11, or 12; and ”A” can be F or T Axitec Axitec Modules with 35 and 40 mm frames AC-xxxY/aaZZb Where ”Y” can be M, P or MH; ”aa” can be blank, 125- or 156-; ”ZZ” can be 54, 60, 72, 120, or 144; ”b” can be S, X, V, XV, or MX Boviet Boviet modules with 35 and 40mm frames BVM66aaYY-xxxBcc Where "aa" can be 9, 10 or 12; "YY" is M or P; and "B" can be blank, L or S; and "cc" can be blank, H, H-BF, H-HC, HC-BF or H-HC-BF BYD BYD modules with 35 mm frames BYDxxxAY-ZZ Where ”A” can be M6, P6, MH or PH; ”Y” can be C or K; and ”ZZ” can be 30 or 36 www.quickmountpv.com Dec-2020, Rev 3 Manufacturer Model Number Seraphim Energy Group Seraphim modules with 35 and 40 mm frames SEG-aYY-xxxZZ Where ”a” can be blank, 6 or B; ”YY” can be blank, MA, MB, PA, or PB; and ”ZZ” can be blank, BB, BG, BW, HV, WB, WW, BMB, BMA-HV, BMB-HV Seraphim USA Seraphim modules with 40 and 50 mm frames SRP-xxx-6YY-ZZ Where ”xxx” is the module power rating; and ”YY” can be MA, MB, PA, PB, QA-XX-XX, and QB-XX-XX; ZZ is blank, BB or HV Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Where “YY” can be SA or SC Silfab Silfab Modules with 38 mm frames SYY-Z-xxxAb Where ”YY” can be IL, SA, LA, SG or LG; ”Z” can be blank, M, P, or X; ”A” can be blank, B, H, M, N; and ”b” can be A, L, G, or T Solaria Solaria modules with 40 mm frames PowerXT xxxY-ZZ Where ”Y” can be R or C; and ”ZZ” can be AC, BD, BX, BY, PD, PM, PM-AC, PX, PZ, WX or WZ Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY Where ”YY” can be blank, B1 or B2 SolarTech SolarTech modules with 42 mm frames STU-xxxYY Where ”YY” can be PERC or HJT SolarWorld AG SolarWorld Sunmodule Plus, Protect, Bisun, XL, Bisun XL, may be followed by mono, poly, duo, black, bk, or clear; modules with 31, 33 or 46 mm frames SW-xxx SolarWorld Americas SolarWorld Sunmodule Plus, Protect, Bisun, XL, Bisun XL, may be followed by mono, poly, duo, black, bk, or clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 40 mm frames SSxxx Stion Stion Thin film modules with 35 mm frames STO-xxx or STO-xxxA SunEdison SunEdison Modules with 35, 40 & 50 mm frames SE-YxxxZABCDE Where ”Y” can be B, F, H, P, R, or Z; ”Z” can be 0 or 4; ”A” can be B,C,D,E,H,I,J,K,L,M, or N ; ”B” can be B or W; ”C” can be A or C; ”D” can be 3, 7, 8, or 9; and ”E” can be 0, 1 or 2 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com August 10, 2020 Attn: Mr. Marshall Green Quick Mount PV 2700 Mitchell Dr. Walnut Creek, CA, 94598 RE: Quick Mount PV – QRail Standard PV Panel Racking System SEI Project No.: 19669.00 State of Washington Certification Letter Dear Mr. Green: Structural Enginuity Inc. (SEI) has completed its review of the Quick Mount PV – QRail Standard PV Panel Racking System (QMR-RS) for typical installations in the state of Washington. The QRail Standard is compliant with the sections of the following design references and codes when installed per the conditions and design criteria delineated herein. Design References and Codes: - ASCE 7-16 – Minimum Design Loads for Buildings and Other Structures - 2015 Aluminum Design Manual, by the Aluminum Association - Materials information and section and details provided by Quick Mount PV as appendages to this letter - 2018 International Building Code - AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Modules, November 2012 by ICC-ES General Mounting System and Analysis Overview: The QRail Standard consists of 6005-T5 (acceptable alternative materials include 6005A-T61 and 6061-T6) extruded aluminum per ASTM B221-08. The rails are used in pairs to support photovoltaic solar panels in order to span between points of attachment to the existing roof structure. The following tables and information summarize the structural analysis performed by SEI in order to certify the QRail Standard for the state noted above. The analysis for certification included the following parameters for each rail system. QRail Standard: - Risk Category II - Roof Slopes up to 45 degrees - Portrait & Landscape orientation of photovoltaic panels - Max Module Dimensions = Varies, see tables - Max Mean Roof Height = Varies, see tables (If roof slope < 10°, use eave height) 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com - Wind Analysis: o Wind Category: B, C, and D o Roof Zones varies based on roof slope (See Tables) o Wind Directionality Factor (Kd) = 0.85 o Topographic Factor (Kzt) = 1 o Ground Elevation Factor (Ke): See table below - Snow Analysis: o Snow Exposure Factor (Ce) = 1.0 o Thermal Factor (Ct) = 1.0 o Slope Factor (Cs) per ASCE 7-16, Figure 7.4-1 o Importance Factor (Is) = 1 - Seismic Analysis: o Seismic Design Category E or less (Sds = 2.0 max) o Importance Factor (Ip) = 1 o Amplification Factor (ap) = 1.0 per ICC-AC428 o Component Response Modification Factor (Rp) = 1.5 per ICC-AC 428 Per ASCE 7-16, for locations above sea level, an additional Ground Elevation Factor may be accounted for. The provided tables take this into account by allowing the Wind Speed to be adjusted by a Wind Speed Velocity Multiplier as follows: Wind Speed Velocity Multiplier based on Ground Elevation Factor (ASCE 7-16, Table 26.9-1) Ground Elevation above Sea Level (ft), Zg Ground Elevation Factor, Ke Wind Speed Velocity Multiplier, Sqrt(Ke) 0 1.00 1.00 1,000 0.96 0.98 2,000 0.93 0.96 3,000 0.90 0.95 4,000 0.86 0.93 5,000 0.83 0.91 6,000 0.80 0.89 Notes: 1. The Wind Speed Velocity Multiplier shall be determined from the above table using interpolation or from the following formula for all elevations: Sqrt(Ke) = Sqrt(e-0.0000362*Zg) 2. The Wind Speed Velocity Multiplier is permitted to be taken as 1.00 in all cases. 3. The wind speed in the project’s region shall be multiplied by Wind Speed Velocity Multiplier. The resulting wind speed shall be rounded up to the nearest value provided in the span tables. 4. No interpolation between wind speeds is permitted. 5. Refer to ASCE 7-16 for additional information about the ground elevation factor and its use in determining velocity pressure per Equation 26.10-1. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com ASCE 7-16 has several additional roof zones than previous codes. The zones are outlined in the code and diagrams have been provided below to show wind zone locations Figure 1: Roof Zones for Gable Roof Slopes Between 0 and 7 degrees Figure 2: Roof Zones for Gable Roof Slopes Between 7 and 45 degrees a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include the overhang distance. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Figure 3: Roof Zones for Hip Roof Slopes Less Than 45 degrees a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include the overhang distance. For Hip Roofs with a roof slope between 7 and 20 degrees, tables are broken up between buildings with a height to width ratio (h/B) greater than 0.8 or less than 0.5. If the building the array is being mounted on falls between these values, compare both tables and choose the higher value. Applicable loading combinations consisting of dead, wind, snow, and seismic loads in accordance with the governing code requirements were used to determine allowable rail span lengths, based on bending stress capacity, shear capacity, axial capacity, and an assumption of a single-span condition with an allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations per ASCE 7-16, Chapters 26-30 in conjunction with the loading parameters noted above. Applicable roof snow load shall be based on ground snow load maps, equations, and factors of ASCE 7-16, Chapter 7 and applicable sections of the 2018 International Building Code for the location of the project in combination with the loading parameters noted above. It should be noted that the analysis was limited to the capacity of the QRail Standard. Attachments of the rail to the roof structure and analysis of the roof structure itself shall be the responsibility of the installer, and should be reviewed and approved by a registered design professional where required by the local authority having jurisdiction. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Installation Notes: The QRail Standard shall be installed with the following guidelines to be in compliance with attached span tables:  Tables noted below assume two support rails are being used per each row of photovoltaic modules in a roof solar array.  Rails shall be continuous and not spliced over a minimum of 2 supports except for span lengths shaded with In these cases it is acceptable to use a minimum of 1 support per rail section as long as all supports are located at a maximum of 48” on center and the first and last rail sections have a minimum of 2 supports.  System shall be mounted parallel to roof surface with a 2” to 10” gap between roof surface and bottom of module.  Installation over roof overhangs or within 10” of any roof edge is not recommended  Maximum end cantilever of aluminum support rail shall not exceed 1/3 of allowable span in the roof wind pressure zone of the cantilever.  Tables attached are limited to structural capability of the support rails only; therefore, observe all local jurisdiction requirements regarding roof setback requirements when laying out support rails and solar array.  Actual span lengths used must be within capacity of roof attachment and structural capacity of roof member supporting solar array. Conclusion and Certification Summary: Based on the structural analysis performed by SEI in regard to the loading parameters specified above for QRail Standard, the following QRail Span Tables for the Quick Mount PV QRail Standard System were determined. The various span information is controlled by the applicable wind and snow loads to the structure to which the array is being mounted on the roof and based on the roof zone to which the array is installed on the roof. The tables allow for multiple panel sizes and orientations as outlined in the table of contents and on the headers of each table. The tables are organized as follows for each loading condition: Table A: Non-exposed panels Table B: Exposed panels Exposed panels are defined as panels within a distance of 1.5 times the panel chord length when the distance from the edge of the array to the roof edge is greater than 0.5 times the mean roof height and if either d1 to an adjacent array is greater than 4 ft or d2 to the next adjacent panel is greater than 4 ft as shown in Figure 4. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Figure 4: Array Edge Factors This letter is to certify that the loading criteria and design basis used for the structural analysis of the QRail Standard PV Panel Racking System for the span tables attached is validated and performed in compliance with the applicable design codes noted previously. Please contact our office if you have any further questions relating to this matter. Sincerely, Peter Martin Allan T. Myket, P.E. Engineer III President/Founder pmartin@structuralenginuityinc.com amyket@structuralenginuityinc.com Structural Enginuity Inc. 08/11/2020 Subject: Proposed Solar Panel Installation Keith Dorwick Residence, 1418 W 7th St, Port Angeles, WA To Whom it May Concern, Design Parameter Summary Governing Building Code: 2021 Washington State Residential Code (2021 IRC) Risk Category: II Design Wind Speed: 110 mph (per ASCE 7-16) Snow Load: 25 psf Roof Information Roof Structure: 2x6 Rafters @ 24" O.C. Roofing Material: Asphalt Shingles (1 layer) Roof Slope: 18°, 45° Note: Required embedment length excludes the tapered tip of the screw, and embedment into sheathing. Roof Connection Details 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. 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. Locations per design drawings September 27, 2024 Analysis The proposed installation complies with the requirements of WAC Section 51-51-03240 R324.4 (Exception) and is therefore deemed adequate to support the load of the rooftop solar system. Lag Screws: (1) 5/16" diameter min., with min. 2.5" embedment into framing members, at 48" O.C. max, staggered Specifically: 1) the system is designed for the local wind speed; 2) the ground snow load does not exceed 70 psf; 3) the total dead load of all items is less than 4 psf (actual value is approximately3 psf); 4) Modules are not mounted more than 18" off the roof; and 5) Supports are installed such that the dead load is spread across roof-framing members and does not exceed 50 lbs at any point. Sincerely, Trevor A. Jones, P.E. 9/27/2024 Limitations and Disclaimers If you have any questions or concerns, please contact our office at (855)-709-1181, or email Austen.Morfin@purelightpower.com. Electrical engineering and waterproofing are 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. 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. 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. Conclusion Note: All calculations per ASCE 7 Load Comparison Without Solar With Solar Dead Load Asphalt Shingles 3 3 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 3 psf Total Dead Load 11.5 14.5 psf Snow Load Ground Snow Load, P g psf Exposure Factor, C e Thermal Factor, Ct Importance Factor, I s Flat Roof Snow Load Eqn. 7.3-1 or jurisdiction min. Slope degrees Unobstructed Slippery Surface?No No Slope Factor, C s 1.00 1.00 Sloped Roof Snow Load 17.3 17.3 psf Live Load Roof Live Load 20 0 psf Load Combination D + Lr 31.5 14.5 psf D + S 28.8 31.8 psf Max. Load 31.5 31.8 psf % of original 101% Result: This calculation justifies the additional solar load by comparing existing to proposed gravity loads in the location of the solar panels. Because the total forces are not increased by more than 5%, per the relevant code provisions stated in the body of the letter, the existing roof structure is permitted to remain unaltered. 25 1.1 18 1 0.9 17.325 Ironridge Quick Mount L-Mount Connection Calculation Connection Demand Spacing perpendicular to rail 32.5 in 1/2 panel length Roof Angle 18 degrees Roof Layout Gable Wind Speed 110 mph Exposure Coefficient, Kz 0.67 Topographic Factor, Kzt 1 Directionality Factor, Kd 0.85 Elevation Factor, Ke 0.99 Velocity Pressure, qz 17.5 psf Prying Coefficient 1 Zone 1 Zone 2e Zone 3 Spacing parallel to rail 48 48 48 in Max spacing Effective Wind Area on each connection 10.8 10.8 10.8 ft2 GCp (max)1.80 2.57 2.57 Exposed Panels? (γE = 1.5)No No No Pressure Equalization Factor, γa 0.79 0.79 0.79 Uplift Force 24.8 35.3 35.3 psf Max. Uplift Force / Connection (0.6 WL)160.9 229.6 229.6 lbs Solar Dead Load (0.6 DL)19.5 19.5 19.5 lbs Max. Uplift Force (0.6 WL - 0.6 DL)141.4 210.1 210.1 lbs Connection Capacity Ironridge Quick Mount L-Mount Fastener Type Lag Screw Fastener Diameter 0.3125 in Embedment Length, min 2.5 in Lumber Species & Grade DFL #2 (Assumed) Lumber Specific Gravity 0.5 Nominal Withdrawal Capacity, W 665.0 lbs NDS 12.2-1 # of Screws 1 Load Duration Factor, CD 1.6 Adjusted Withdrawal Capacity, W'1064.0 lbs Compare Adjusted Withdrawal Capacity to ASD Factored Demand Zone 1 Zone 2e Zone 3 O.K.O.K.O.K. 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. Public Works and Utilities Department 321 E. 5th Street, Port Angeles, WA 98362 360.417.4735 | www.cityofpa.us | electricalpermits@cityofpa.us EL1-2 SF 1 - 2 SINGLE-FAMILY ELECTRICAL PERMIT APPLICATION Project Address: Project Description: □ Single-Family Residential □ Duplex / ARU Building Square footage: OWNER INFORMATION Name: Email: Mailing Address: Phone: ELECTRICAL CONTRACTOR INFORMATION Name: License: Mailing Address: Expiration Date: Email: Phone: PROJECT DETAILS Item Unit Charge Quantity Total (Quantity x Unit Charge) Service/Feeder 200 Amp.$120.00 $ Service/Feeder 201-400 Amp.$146.00 $ Service/Feeder 401-600 Amp.$205.00 $ Service/Feeder 601-1000 Amp.$262.00 $ Service/Feeder over 1000 Amp.$373.00 $ Branch Circuit W/ Service Feeder $5.00 $ Branch Circuit W/O Service Feeder $63.00 $ Each Additional Branch Circuit $5.00 $ Branch Circuits 1-4 $75.00 $ Temp. Service/Feeder 200 Amp.$93.00 $ Temp. Service/Feeder 201-400 Amp.$110.00 $ Temp. Service/Feeder 401-600 Amp.$149.00 $ Temp. Service/Feeder 601-1000 Amp.$168.00 $ Portal to Portal Hourly $96.00 $ Signal Circuit/Limited Energy - 1&2 DU.$64.00 $ Manufactured Home Connection $120.00 $ Renewable Elec. Energy: 5KVA System or less $102.00 $ Thermostat (Note: $5 for each additional)$56.00 $ First 1300 Square Feet $120.00 $ Each Additional 500 square feet``$40.00 $ Each Outbuilding / Detached Garage $74.00 $ Each Swimming Pool / Hot Tub $110.00 $ TOTAL $ Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296- 46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Date Print Name Signature (□ Owner □ Electrical Contractor / Administrator) Pe r m i t # : New Construction Only [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us or faxed to 360.417.4711] 2024-11-06 Joseph Kwon 1418 W 7th St Port Angeles WA 98363 6.150kWDC roof mounted solar install on existing home 6969 sqft Keith Dorwick 1418 W 7TH STREET Port Angeles Washington 98363 jak53@usa.net 337-962-1991 Solgen Power LLC 6752 20th St E STE 200 Fife WA 98424 picseattle@purelightpower.com SOLGEPL830RJ 01/24/2026 206-649-9976 1 Document Ref: CDHEW-QSJNA-S3XVI-G8RD4 Page 1 of 1 Signature Certificate Reference number: CDHEW-QSJNA-S3XVI-G8RD4 Document completed by all parties on: 06 Nov 2024 21:40:47 UTC Page 1 of 1 Signer Timestamp Signature PIC Seattle Email: picseattle@purelightpower.com Sent:06 Nov 2024 21:40:46 UTC Signed:06 Nov 2024 21:40:47 UTC IP address: 50.251.200.126 Location: Marysville, United States Signed with PandaDoc PandaDoc is a document workflow and certified eSignature solution trusted by 50,000+ companies worldwide. SCOPE OF WORK 1.2.1 CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTION OF EXISTING ONSITE CONDITIONS TO DESIGN, SPECIFY, AND INSTALL THE ROOF-MOUNTED PHOTOVOLTAIC SYSTEM DETAILED IN THIS DOCUMENT SATELLITE MAP COVER PAGEPV-00 EQUIPMENT DATASHEETS ATTACHED EQUIPMENT SPECIFICATIONS ENLARGED VIEW ELECTRICAL DIAGRAM WARNING LABELS ATTACHMENT PLAN & DETAILS SHEET INDEX PV-02 PV-03 PV-04 PV-06 PV-05 VICINITY MAP SITE PLANPV-01 DIRECTORY PLACARDPV-05.1 FRAMING DETAILPV-03.1 SITE NOTES 2.1.1 A LADDER WILL BE IN PLACE FOR INSPECTION IN ACCORDANCE WITH OSHA REGULATIONS. 2.1.2 THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 2.1.3 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 2.1.4 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED IN ACCORDANCE WITH SECTION NEC 110.26. 2.1.5 ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE BUILDING OR STRUCTURE. EQUIPMENT LOCATIONS 2.2.1 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS IN ACCORDANCE WITH NEC 110.26. 2.2.2 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) AND NEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C). 2.2.3 JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES IN ACCORDANCE WITH NEC 690.34. 2.2.4 ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2.2.5 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL IN ACCORDANCE WITH NEC APPLICABLE CODES. 2.2.6 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE. STRUCTURAL NOTES 2.3.1 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED IN ACCORDANCE WITH THE CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY, IN ACCORDANCE WITH RAIL MANUFACTURER’S INSTALLATION PRACTICES. 2.3.2 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL REQUIREMENTS. STRUCTURAL NOTES (CONT.) 2.3.3 ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR. 2.3.4 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER OR PROFESSIONAL ENGINEERING GUIDANCE. 2.3.5 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. WIRING & CONDUIT NOTES 2.4.1 ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. 2.4.2 CONDUCTORS SIZED IN ACCORDANCE WITH THE NEC 2.4.3 AC CONDUCTORS TO BE COLORED OR MARKED PER NEC 2.4.4 LISTED OR LABELED EQUIPMENT SHALL BE INSTALLED AND USED IN ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING OR LABELING PER NEC GROUNDING NOTES 2.5.1 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND GROUNDING DEVICES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH USE. 2.5.2 PV EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH NEC 690.43 AND NEC TABLE 250.122. 2.5.3 METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES CONSIDERED GROUNDED IN ACCORDANCE WITH NEC 250.134 AND 250.136(A). 2.5.4 EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH NEC 690.45 AND INVERTER MANUFACTURER'S INSTALLATION PRACTICES 2.5.5 EACH MODULE WILL BE GROUNDED AS SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ. 2.5.6 THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. 2.5.7 GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER PER NEC 250.119 2.5.8 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED IN ACCORDANCE WITH NEC 250, NEC 690.47 AND THE AHJ. 2.5.9 GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS DISCONNECTION AND OVERCURRENT PROTECTION NOTES 2.6.1 DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS). 2.6.2 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH 2.6.3 PV SYSTEM CIRCUITS INSTALLED ON OR IN HABITABLE BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY RESPONDERS IN ACCORDANCE WITH 690.12 2.6.4 ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8, 690.9, AND 240. 2.6.5 INVERTER ON-GRID BRANCHES SHALL BE CONNECTED TO A SINGLE BREAKER OR GROUPED FUSE DISCONNECT(S) IN ACCORDANCE WITH NEC 110.3(B). 2.6.6 IF REQUIRED BY THE AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION IN ACCORDANCE WITH NEC 690.11 AND UL1699B. INTERCONNECTION NOTES 2.7.1 LOAD SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH NEC 705.12. 2.7.2 THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY NOT EXCEED 120 PERCENT OF BUSBAR RATING PER NEC 705.12. 2.7.3 THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUSBAR SHALL NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE BUSBAR, PV DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM THE UTILITY SOURCE OCPD IN ACCORDANCE WITH NEC 705.12. 2.7.4 AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT PROTECTION DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. HOWEVER, THE MAIN OVERCURRENT PROTECTION DEVICE MAY BE EXCLUDED IN ACCORDANCE WITH NEC 705.12. 2.7.5 FEEDER TAP INTERCONNECTION (LOAD SIDE) IN ACCORDANCE WITH NEC 705.12. 2.7.6 SUPPLY SIDE TAP INTERCONNECTION IN ACCORDANCE WITH TO NEC 705.11 WITH SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42. 2.7.7 BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING PER NEC 705.12. GENERAL NOTES PHONE - (541) 816-4047 LIC. NO. - 226333 CONTRACTOR 3521 AVION DRIVE SUITE #200, MEDFORD, OR 97504 PURELIGHT POWER NEWCO LLC DESIGN CRITERIA 1. ROOF PITCH:45°, 18°, 18° 2. AZIMUTH:211°, 301°, 121° 3. MODULE:(15) YUKON SERIES SEG-410-BMD-HV 4. INVERTER:(02) HOYMILES HM-1500NT (03) HOYMILES HM-700NT (01) HOYMILES HM-350NT 5. NOMINAL AMPERAGE:22.13 AMPS 6. ROOF AREA:1452 FT² 7. PV ARRAY AREA:315.34 FT² 8. PV ARRAY WEIGHT:711.00 LBS 9. ROOF SURFACE TYPE: COMPOSITE SHINGLE 10. ROOF STRUCTURE:2"X6" RAFTERS @ 24" OC 11. BUILDING STORY:TWO STORY 12. SNOW LOAD:25 PSF 13. WIND SPEED: 97 MPH 14. WIND EXPOSURE: B 15. RISK CATEGORY: II PROJECT NOTES 1.1.1 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE RELEVANT YEAR OF THE NATIONAL ELECTRIC CODE (NEC), ALL MANUFACTURER’S LISTING AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES. 1.1.2 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND THE PV SYSTEM MUST BE INSPECTED PRIOR TO OPERATION 1.1.3 ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVE INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC AND OTHER GOVERNING CODES 1.1.4 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ. SYSTEM SIZE:DC SIZE: 6.150 KW DC-(STC) AC SIZE: 5.313 KW AC NEW PV SYSTEM SPECIFICATIONS NEW PHOTOVOLTAIC ROOF MOUNTED SYSTEM 6.150 KW DC/5.313 KW AC 1418 W 7TH STREET, PORT ANGELES, WA 98363 PV-00 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP COVER PAGE APPLICABLE CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES: 2021 WASHINGTON STATE BUILDING CODE 2021 WASHINGTON STATE RESIDENTIAL CODE 2021 WASHINGTON STATE FIRE CODE 2020 NATIONAL ELECTRICAL CODE AS ADOPTED BY CITY OF PORT ANGELES INVERTERS SHALL BE SET TO IEEE 1547 ANTI-ISLANDING GRID PROFILE Signed 9/25/2024 13 9 ' - 0 " 13 9 ' - 0 " 52 ' - 6 " 52 ' - 6 " W 7 T H S T R E E T 24 ' - 7 " 7'- 9 " 56 ' - 2 " 9'- 4 " N SITE PLAN SCALE:1"-15'-0" - PROPERTY LINE - FENCE LINE LEGEND PV-01 1 SITE PLAN PV-01 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP ROOF ACCESS POINT (E) FENCE (E) GATE FR O N T O F H O U S E (E) DETACHED GARAGE (E) HOUSE (E) DECK WA L K W A Y DR I V E W A Y STRUCTURAL ONLY 9/27/2024 R O O F 1 RO O F 2 RO O F 3 N SCALE:1"-10'-0" PLAN VIEW TOTAL ROOF AREA:1452 FT² TOTAL PV ARRAY AREA:315.34 FT² TOTAL % OF ROOF COVERED BY PV:21.72% = FLUE / PLUMBING VENT = MECHANICAL VENT NOTES: 1.ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS THAT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. 2.STRUCTURES, PATIO COVERS, AND/OR ADDITIONS BUILT WITHOUT PERMITS TO BE RESOLVED BY A SEPARATE PERMIT. LEGEND 44.65" 67 . 8 0 " FIRE SETBACKS36" 18" = STRING 1 = HM-1500NT (1 PER 4 MODULES) ENLARGED VIEW ENLARGED VIEW PV-02 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP PV-02 1 PV RAPID SHUTDOWN TO BE LOCATED WITHIN 10FT OF THE UTILITY METER SLOPE - 18° AZIMUTH - 121° MODULE QTY - 02 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 3 SLOPE - 18° AZIMUTH - 301° MODULE QTY - 07 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 2 SLOPE - 45° AZIMUTH - 211° MODULE QTY - 06 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 1 = HM-700NT (1 PER 2 MODULES) = HM-350NT (1 PER 1 MODULE) W 7 T H S T R E E T FR O N T O F H O U S E BA C K O F H O U S E UMMS P AC D (N) PV RAPID SHUTDOWN VISIBLE-OPEN, LOCKABLE, LABELED AND FUSED AC DISCONNECT (SQUARE D D221NRB) (E) UTILITY METER (OVERHEAD SERVICE) METER #: 130 944 894 (E) MAIN SERVICE PANEL (INSIDE HOUSE) JB ROOF ACCESS POINT (N) JUNCTION BOX NEMA 3R STRUCTURAL ONLY 9/27/2024 ATTACHMENT PLAN & DETAILS - ATTACHMENT POINTS - RAIL - STRUCTURAL MEMBER LEGEND NOTE: 6" MAXIMUM DISTANCE FROM ROOF SURFACE TO TOP OF PV MODULES PV-03 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP (E) STRUCTURAL MEMBER SEE ENLARGED VIEW (E) ROOF SURFACE Scale: NTS ATTACHMENT DETAIL PV-03 2 Scale: NTS ENLARGED VIEW PV-03 3 IRONRIDGE UNIVERSAL QCLICK MID/END CLAMP IRONRIDGE QRAIL (E) ROOF SURFACE IRONRIDGE L-FOOT PV MODULE DISTRIBUTED LOAD CALCULATIONS MODULE YUKON SERIES SEG-410-BMD-HV MODULE WEIGHT 47.40 LBS MODULE DIMENSIONS (L" x W")67.80" x 44.65" TOTAL QTY. OF MODULES 15 TOTAL WEIGHT OF MODULES 711.00 LBS TYPE OF RACKING IRONRIDGE STANDARD Q-RAIL TYPE OF ATTACHMENT IRONRIDGE L-MOUNT DISTRIBUTED WEIGHT OF RACKING 0.5 PSF TOTAL WEIGHT OF ARRAY 868.67 LBS AREA OF MODULE 21.02 SQFT. TOTAL ARRAY AREA 315.34 SQFT. DISTRIBUTED LOAD 2.75 PSF TYPICAL ATTACHMENT PLAN (PORTRAIT) SCALE: NTSPV-03 1.0 TYPICAL ATTACHMENT PLAN (LANDSCAPE) SCALE: NTSPV-03 1.1 STRUCTURAL MEMBER @ 24" OC 4'-0" OC ATTACHMENT SPACING STRUCTURAL MEMBER @ 24" OC 4'-0" OC ATTACHMENT SPACING STRUCTURAL ONLY 9/27/2024 PV-03.1 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP FRAMING DETAIL SCALE: NTS FRAMING DETAIL PV-03.1 1 SLOPE - 18° AZIMUTH - 121° MODULE QTY - 02 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 3 SLOPE - 18° AZIMUTH - 301° MODULE QTY - 07 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 2 SLOPE - 45° AZIMUTH - 211° MODULE QTY - 06 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 1 5.18" 4 6 ° ROOF #1 2'-0" 20 ' - 0 " PV MODULES LOAD BEARING WALL 2"X6" RAFTERS @ 24" O.C. 1'-6" 11'-6" 5'-3" 5 . 1 8 " 1 8 °18 ° ROOF #2 ROOF #3 2'-0"2'-0" 15 ' - 0 " PV MODULES PV MODULES LOAD BEARING WALL 2"X6" RAFTERS @ 24" O.C. 1'-6" 5'-8" 8" LOAD BEARING WALL 5.1 8 " 1'- 6 " 5'-8 " 8" 2"X6" RAFTERS @ 24" O.C. 15 ' - 0 " STRUCTURAL ONLY 9/27/2024 (N) JUNCTION BOX 600 V, NEMA 3R UL LISTED MANUFACTURER PROVIDED TRUNK CABLE G L2 L1 #6 AWG BARE CU (2) HOYMILES HM-1500NT MICROINVERTERS ONE UNDER EVERY FOUR MODULES YUKON SERIES SEG-410-BMD-HV (3) HOYMILES HM-700NT MICROINVERTERS ONE UNDER EVERY TWO MODULES (1) HOYMILES HM-350NT MICROINVERTERS ONE UNDER EVERY MODULES 15 MODULES AND 6 MICROINVERTERS IN BRANCH CIRCUIT 1 1 (2) #10 AWG (1) #10 EGC SUPPLY SIDE INTERCONNECTION AT MAIN PANEL G M N (E) 200A MAIN SERVICE PANEL, 240V (E) 200A/2P MAIN BREAKER, 240V SUPPLY SIDE CONNECTION L2 NL2L1 TO UTILITY GRID LINE LOAD (E) BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/240V EXISTING GROUNDING ELECTRODE SYSTEM GEC G L1 L2 L1 L2 BONDED N (3) #6 AWG (1) #6 EGC 2 3 METER #: 130 944 894 (N) PV RAPID SHUTDOWN VISIBLE, LOCKABLE, LABELED AND 30A FUSED, (2) 30A FUSES, 240V, NEMA 3R, UL LISTED (SQUARE D D221NRB) ELECTRICAL DIAGRAM WIRE ID EXPECTED WIRE TEMP (°C) TEMP DERATE (90 °C) QTY OF CURRENT CARRYING CONDUCTORS CONDUIT FILL DERATE MINIMUM CONDUIT SIZE (TBD ON SITE) WIRE GAUGE & TYPE CONDUCTOR AMPACITY @ 90°C (A) CONDUCTOR AMPACITY @ 75°C (A) REQUIRED CIRCUIT CONDUCTOR AMPACITY (A) ADJUSTED CONDUCTOR AMPACITY @ 90 °C (A) NEUTRAL CONDUCTOR SIZE & TYPE GROUND WIRE SIZE & TYPE 1 25 1.04 2 1 3/4'' SCH40 PVC #10 THWN-2 40 35 27.66 41.60 NONE #10 THWN-2 2 25 1.04 2 1 3/4'' SCH40 PVC #6 THWN-2 75 65 27.66 78.00 #6 THWN-2 NONE 3 NONE #6 THWN-2 MINIMUM WIRE SIZES CALLED OUT. USE OF LARGER WIRE IS ACCEPTABLE. 7/8" MINIMUM CONDUIT HEIGHT ABOVE ROOF SURFACE PV RAPID SHUTDOWN TO BE LOCATED WITHIN 10FT OF THE UTILITY METER PV-04 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP DESCRIPTION FORMULA RESULT PV OVERCURRENT PROTECTION NEC 690.9(B) TOTAL INVERTER OUTPUT CURRENT x 1.25 = ((02 x 5.99) + (03 x 2.9) + (01 x 1.45 )A x 1.25 27.66A (SELECTED OCPD = 30A) INVERTERS SHALL BE SET TO IEEE 1547 ANTI-ISLANDING GRID PROFILE Signed 9/25/2024 WARNING LABELS PV-05 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP LABELING DIAGRAM: RAPID SHUTDOWN FOR SOLAR PV SYSTEM 10 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. 8 ELECTRICAL SHOCK HAZARD WARNING TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION !1 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM !2 THIS EQUIPMENT FED BY MULTIPLE SOURCES TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR WARNING!3 MAXIMUM AC OPERATING CURRENT: NOMINAL OPERATING AC VOLTAGE: 22.13 AMPS 240 VAC PHOTOVOLTAIC AC DISCONNECT 6 PHOTOVOLTAIC POWER SOURCE7 MAIN PHOTOVOLTAIC SYSTEM DISCONNECT9 PARALLEL GENERATION ON SITE11 SOLAR ELECTRIC PV PANELS MAIN SERVICE PANEL UTILITY METER (DIRECTORY) PV RAPID SHUTDOWN 11 8 2 9 10 6 GARAGE PANEL 12 12 SERVICE DISCONNECT Signed 9/25/2024 PV-05.1 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP DIRECTORY PLACARD MULTIPLE SOURCES OF POWER. POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: CAUTION ADDRESS: 1418 W 7TH STREET, PORT ANGELES, WA 98363 EMERGENCY CONTACT: (541) 200-2896 UTILITY METER DIRECTORY PLACARD: N SERVICE DISCONNECT AC DISCONNECT W 7 T H S T R E E T FR O N T O F H O U S E ROOF ACCESS POINT Signed 9/25/2024 EQUIPMENT SPECIFICATIONS PV-06 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL #YUKON SERIES SEG-410-BMD-HV VMP 31.05 V IMP 13.21 A VOC 37.32 V ISC 13.80 A TEMP. COEFF. VOC -0.27 %/°C MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-1500NT INPUT POWER RANGE 300W-505W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 5.99A MAX CONT. OUTPUT POWER 1438W MAX MODULES PER STRING 16 (4 MICROINVERTERS) MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-700NT INPUT POWER RANGE 280W-470W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 2.9A MAX CONT. OUTPUT POWER 696W MAX MODULES PER STRING 16 (8 MICROINVERTERS) MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-350NT INPUT POWER RANGE 280W-470W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 1.45A MAX CONT. OUTPUT POWER 349W MAX MODULES PER STRING 16 (16 MICROINVERTERS) Signed 9/25/2024 QRail Series ™ Cost-Effective Mounting and Racking For All Roofs Rail System with QClick Technology™ QRail — Single-Tool Mounting and Racking System The QRail Series is a strong and versatile single-tool installation solar racking system that provides unrivaled benefits to solar designers and installers. Combined with Quick Mount PV’s industry-leading weather-proof mounts, QRail offers a complete racking solution for mounting solar modules on any roof. An optional skirt is available. QRail, together with Quick Mount PV’s waterproof mounting products, provides the benefit of a single-sourced, seamlessly integrated rooftop installation that works with all roof types — composition/asphalt shingles, flat or curved tile, metal shingle, shake, slate and low slope roofs. The QRail system also works with any roof attachment system for maximum flexibility. Comprehensive, One-Source Solution Superior Strength and Versatility QRail is engineered for optimal structural performance. The system is certified to UL 2703, fully code compliant and backed by a 25-year warranty. QRail is available in Light and Standard versions and is compatible with virtually all modules and works on a wide range of pitched roof surfaces. Modules can be mounted in portrait or landscape orientation in standard or shared-rail configurations. Standard Light QRails come in two lengths — 168 inches (14 ft) and 208 inches (17.3 ft) Mill and Black Finish Easily design array configurations with the QDesign software application. Generate complete engineering reports and calculate a precise bill of materials for all the mounting, racking and accessories needed for a complete solar array. Works 2-rail, 3-rail, shared-rail and fixed-tilt applications. ™ QDesign.solar Fast, Simple Installation: It Just Clicks The QRail system is UL 2703 Listed, ensuring that all exposed metal parts and the solar module frames are electrically connected. All electrical bonds are created when the components are installed and tightened down. Fully Integrated Electrical Bonding QClick Technology The universal mid and end clamps use QClick technology to simply “click” into the rail channel and remain upright, ready to accept the module. The pre-assembled clamps fit virtually all module frames and require no extra hardware, eliminating pre-loading and reducing installation time. Hidden end clamps are also available. Clamps for modules from 30-45mm or 38-50mm thick UniverSaL end CLamp 2 clamps for modules from 30-45mm or 38-50mm thick UniverSaL Bonded mid CLamp QRail’s innovative internal QSplice installs in seconds, requiring no tools or screws. Simply insert QSplice into the rail and slide the other rail on to create a fully structural, bonded splice. QSplice Technology QSpLiCe ™ ™ 2 31 1 2 3 Installs in seconds — no tools or hardware required Installing is as easy as 1-2-3 UL STD 2703 QRB Feb 2020 2700 Mitchell Drive Walnut Creek, CA 94598 www.quickmountpv.com 925-478-8269 RESPECT THE ROOF 8431 Murphy Drive Middleton, WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. GFT-OP-11a (24-MAR-2014) Signature: Name: Nalini Mandadi Position: Project Engineer Date: 11/14/2014 In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name & Address: QuickMount PV 2700 Mitchell Drive, Bldg. 2 Walnut Creek, CA 94598 Product Description: Symmetrical Mount for Steep Slope Roof Applications Ratings & Principle Characteristics: Fire Class Resistance Rating: Class A Fire Rated for Steep Slope applications when using Type 1 or 2 listed photovoltaic modules. This system was evaluated with a 5” gap between the bottom of the module and the roof’s surface. Per Section 31.2.2.1 of UL 1703 this product can be installed with any gap stated in the manufacturer’s installation instructions. A perimeter guard is optional. Models: Qrail Brand Name: QuickMount PV Relevant Standards: UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition revision date September 2017, (Section 31.2) Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 Date of Tests: 04/09/2018 – 04/10/2018 Test Report Number(s): 103436738MID-001r1 This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Christopher Zimbrich Reviewed by: Chad Naggs Title: Technician I – Fire Resistance Title: Technical Team Lead – Fire Resistance Signature: Signature: Date: 01/22/2019 Date: 01/22/2019 List of UL Tested and/or Evaluated PV Modules Manufacturer Model Number The Qrail system may be used to ground and/or mount UL1703 or UL 61730 listed PV module only when the specific module has been evaluated for grounding and/or mounting under UL 2703 and in compliance with the included instructions. Unless otherwise noted, “xxx” refers to the module power rating and both black and silver frames are included in the certification. Review module and any 3rd party manufacturer’s documentation for compatibility and compliance with warranty terms and conditions QRail® System Adani Adani modules with 35 and 40mm frames ASX-Y-ZZ-xxx Where "X" can be B, M or P, "Y" can be 6 or 7, and "ZZ" can be blank, PERC, B-PERC, or AB-PERC Amerisolar Amerisolar modules with 35, 40 and 50 mm frames AS-bYxxxZ Where ”b” can be 5 or 6; ”Y” can be M, P, M27, P27, M30, or P30; and ”Z” can be blank, W or WB Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zz23-xxx Where ”yy” can be 120 or 144; and ”zz” can be MF or BF Astronergy Solar Astronergy modules with 30, 35, 40, and 45 mm frames aaSMbbyyC/zz-xxx Where “aa” can be CH or A; ”bb” can be 60, 66, or 72; “yy” can be blank, 10 or 12; ”C” can M, P, M(BL), M-HC, M(BL)-HC, P-HC, M(DG), or M(DGT); and “zz” can be blank, HV, F-B, or F-BH ASUN ASUN modules with 35 and 40 mm frames ASUN-xxx-YYZZ-aa Where ”YY” can be 60 or 72; ”ZZ” can be M,or MH5; and ”aa” can be blank or BB Auxin Auxin modules with 40 mm frames AXN6y6zAxxx Where ”y” can be M or P; ”z” can be 08, 09, 10, 11, or 12; and ”A” can be F or T Axitec Axitec Modules with 35 and 40 mm frames AC-xxxY/aaZZb Where ”Y” can be M, P or MH; ”aa” can be blank, 125- or 156-; ”ZZ” can be 54, 60, 72, 120, or 144; ”b” can be S, X, V, XV, or MX Boviet Boviet modules with 35 and 40mm frames BVM66aaYY-xxxBcc Where "aa" can be 9, 10 or 12; "YY" is M or P; and "B" can be blank, L or S; and "cc" can be blank, H, H-BF, H-HC, HC-BF or H-HC-BF BYD BYD modules with 35 mm frames BYDxxxAY-ZZ Where ”A” can be M6, P6, MH or PH; ”Y” can be C or K; and ”ZZ” can be 30 or 36 www.quickmountpv.com Dec-2020, Rev 3 Manufacturer Model Number Seraphim Energy Group Seraphim modules with 35 and 40 mm frames SEG-aYY-xxxZZ Where ”a” can be blank, 6 or B; ”YY” can be blank, MA, MB, PA, or PB; and ”ZZ” can be blank, BB, BG, BW, HV, WB, WW, BMB, BMA-HV, BMB-HV Seraphim USA Seraphim modules with 40 and 50 mm frames SRP-xxx-6YY-ZZ Where ”xxx” is the module power rating; and ”YY” can be MA, MB, PA, PB, QA-XX-XX, and QB-XX-XX; ZZ is blank, BB or HV Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Where “YY” can be SA or SC Silfab Silfab Modules with 38 mm frames SYY-Z-xxxAb Where ”YY” can be IL, SA, LA, SG or LG; ”Z” can be blank, M, P, or X; ”A” can be blank, B, H, M, N; and ”b” can be A, L, G, or T Solaria Solaria modules with 40 mm frames PowerXT xxxY-ZZ Where ”Y” can be R or C; and ”ZZ” can be AC, BD, BX, BY, PD, PM, PM-AC, PX, PZ, WX or WZ Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY Where ”YY” can be blank, B1 or B2 SolarTech SolarTech modules with 42 mm frames STU-xxxYY Where ”YY” can be PERC or HJT SolarWorld AG SolarWorld Sunmodule Plus, Protect, Bisun, XL, Bisun XL, may be followed by mono, poly, duo, black, bk, or clear; modules with 31, 33 or 46 mm frames SW-xxx SolarWorld Americas SolarWorld Sunmodule Plus, Protect, Bisun, XL, Bisun XL, may be followed by mono, poly, duo, black, bk, or clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 40 mm frames SSxxx Stion Stion Thin film modules with 35 mm frames STO-xxx or STO-xxxA SunEdison SunEdison Modules with 35, 40 & 50 mm frames SE-YxxxZABCDE Where ”Y” can be B, F, H, P, R, or Z; ”Z” can be 0 or 4; ”A” can be B,C,D,E,H,I,J,K,L,M, or N ; ”B” can be B or W; ”C” can be A or C; ”D” can be 3, 7, 8, or 9; and ”E” can be 0, 1 or 2 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com August 10, 2020 Attn: Mr. Marshall Green Quick Mount PV 2700 Mitchell Dr. Walnut Creek, CA, 94598 RE: Quick Mount PV – QRail Standard PV Panel Racking System SEI Project No.: 19669.00 State of Washington Certification Letter Dear Mr. Green: Structural Enginuity Inc. (SEI) has completed its review of the Quick Mount PV – QRail Standard PV Panel Racking System (QMR-RS) for typical installations in the state of Washington. The QRail Standard is compliant with the sections of the following design references and codes when installed per the conditions and design criteria delineated herein. Design References and Codes: - ASCE 7-16 – Minimum Design Loads for Buildings and Other Structures - 2015 Aluminum Design Manual, by the Aluminum Association - Materials information and section and details provided by Quick Mount PV as appendages to this letter - 2018 International Building Code - AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Modules, November 2012 by ICC-ES General Mounting System and Analysis Overview: The QRail Standard consists of 6005-T5 (acceptable alternative materials include 6005A-T61 and 6061-T6) extruded aluminum per ASTM B221-08. The rails are used in pairs to support photovoltaic solar panels in order to span between points of attachment to the existing roof structure. The following tables and information summarize the structural analysis performed by SEI in order to certify the QRail Standard for the state noted above. The analysis for certification included the following parameters for each rail system. QRail Standard: - Risk Category II - Roof Slopes up to 45 degrees - Portrait & Landscape orientation of photovoltaic panels - Max Module Dimensions = Varies, see tables - Max Mean Roof Height = Varies, see tables (If roof slope < 10°, use eave height) 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com - Wind Analysis: o Wind Category: B, C, and D o Roof Zones varies based on roof slope (See Tables) o Wind Directionality Factor (Kd) = 0.85 o Topographic Factor (Kzt) = 1 o Ground Elevation Factor (Ke): See table below - Snow Analysis: o Snow Exposure Factor (Ce) = 1.0 o Thermal Factor (Ct) = 1.0 o Slope Factor (Cs) per ASCE 7-16, Figure 7.4-1 o Importance Factor (Is) = 1 - Seismic Analysis: o Seismic Design Category E or less (Sds = 2.0 max) o Importance Factor (Ip) = 1 o Amplification Factor (ap) = 1.0 per ICC-AC428 o Component Response Modification Factor (Rp) = 1.5 per ICC-AC 428 Per ASCE 7-16, for locations above sea level, an additional Ground Elevation Factor may be accounted for. The provided tables take this into account by allowing the Wind Speed to be adjusted by a Wind Speed Velocity Multiplier as follows: Wind Speed Velocity Multiplier based on Ground Elevation Factor (ASCE 7-16, Table 26.9-1) Ground Elevation above Sea Level (ft), Zg Ground Elevation Factor, Ke Wind Speed Velocity Multiplier, Sqrt(Ke) 0 1.00 1.00 1,000 0.96 0.98 2,000 0.93 0.96 3,000 0.90 0.95 4,000 0.86 0.93 5,000 0.83 0.91 6,000 0.80 0.89 Notes: 1. The Wind Speed Velocity Multiplier shall be determined from the above table using interpolation or from the following formula for all elevations: Sqrt(Ke) = Sqrt(e-0.0000362*Zg) 2. The Wind Speed Velocity Multiplier is permitted to be taken as 1.00 in all cases. 3. The wind speed in the project’s region shall be multiplied by Wind Speed Velocity Multiplier. The resulting wind speed shall be rounded up to the nearest value provided in the span tables. 4. No interpolation between wind speeds is permitted. 5. Refer to ASCE 7-16 for additional information about the ground elevation factor and its use in determining velocity pressure per Equation 26.10-1. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com ASCE 7-16 has several additional roof zones than previous codes. The zones are outlined in the code and diagrams have been provided below to show wind zone locations Figure 1: Roof Zones for Gable Roof Slopes Between 0 and 7 degrees Figure 2: Roof Zones for Gable Roof Slopes Between 7 and 45 degrees a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include the overhang distance. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Figure 3: Roof Zones for Hip Roof Slopes Less Than 45 degrees a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include the overhang distance. For Hip Roofs with a roof slope between 7 and 20 degrees, tables are broken up between buildings with a height to width ratio (h/B) greater than 0.8 or less than 0.5. If the building the array is being mounted on falls between these values, compare both tables and choose the higher value. Applicable loading combinations consisting of dead, wind, snow, and seismic loads in accordance with the governing code requirements were used to determine allowable rail span lengths, based on bending stress capacity, shear capacity, axial capacity, and an assumption of a single-span condition with an allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations per ASCE 7-16, Chapters 26-30 in conjunction with the loading parameters noted above. Applicable roof snow load shall be based on ground snow load maps, equations, and factors of ASCE 7-16, Chapter 7 and applicable sections of the 2018 International Building Code for the location of the project in combination with the loading parameters noted above. It should be noted that the analysis was limited to the capacity of the QRail Standard. Attachments of the rail to the roof structure and analysis of the roof structure itself shall be the responsibility of the installer, and should be reviewed and approved by a registered design professional where required by the local authority having jurisdiction. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Installation Notes: The QRail Standard shall be installed with the following guidelines to be in compliance with attached span tables:  Tables noted below assume two support rails are being used per each row of photovoltaic modules in a roof solar array.  Rails shall be continuous and not spliced over a minimum of 2 supports except for span lengths shaded with In these cases it is acceptable to use a minimum of 1 support per rail section as long as all supports are located at a maximum of 48” on center and the first and last rail sections have a minimum of 2 supports.  System shall be mounted parallel to roof surface with a 2” to 10” gap between roof surface and bottom of module.  Installation over roof overhangs or within 10” of any roof edge is not recommended  Maximum end cantilever of aluminum support rail shall not exceed 1/3 of allowable span in the roof wind pressure zone of the cantilever.  Tables attached are limited to structural capability of the support rails only; therefore, observe all local jurisdiction requirements regarding roof setback requirements when laying out support rails and solar array.  Actual span lengths used must be within capacity of roof attachment and structural capacity of roof member supporting solar array. Conclusion and Certification Summary: Based on the structural analysis performed by SEI in regard to the loading parameters specified above for QRail Standard, the following QRail Span Tables for the Quick Mount PV QRail Standard System were determined. The various span information is controlled by the applicable wind and snow loads to the structure to which the array is being mounted on the roof and based on the roof zone to which the array is installed on the roof. The tables allow for multiple panel sizes and orientations as outlined in the table of contents and on the headers of each table. The tables are organized as follows for each loading condition: Table A: Non-exposed panels Table B: Exposed panels Exposed panels are defined as panels within a distance of 1.5 times the panel chord length when the distance from the edge of the array to the roof edge is greater than 0.5 times the mean roof height and if either d1 to an adjacent array is greater than 4 ft or d2 to the next adjacent panel is greater than 4 ft as shown in Figure 4. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Figure 4: Array Edge Factors This letter is to certify that the loading criteria and design basis used for the structural analysis of the QRail Standard PV Panel Racking System for the span tables attached is validated and performed in compliance with the applicable design codes noted previously. Please contact our office if you have any further questions relating to this matter. Sincerely, Peter Martin Allan T. Myket, P.E. Engineer III President/Founder pmartin@structuralenginuityinc.com amyket@structuralenginuityinc.com Structural Enginuity Inc. 08/11/2020 Subject: Proposed Solar Panel Installation Keith Dorwick Residence, 1418 W 7th St, Port Angeles, WA To Whom it May Concern, Design Parameter Summary Governing Building Code: 2021 Washington State Residential Code (2021 IRC) Risk Category: II Design Wind Speed: 110 mph (per ASCE 7-16) Snow Load: 25 psf Roof Information Roof Structure: 2x6 Rafters @ 24" O.C. Roofing Material: Asphalt Shingles (1 layer) Roof Slope: 18°, 45° Note: Required embedment length excludes the tapered tip of the screw, and embedment into sheathing. Roof Connection Details 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. 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. Locations per design drawings September 27, 2024 Analysis The proposed installation complies with the requirements of WAC Section 51-51-03240 R324.4 (Exception) and is therefore deemed adequate to support the load of the rooftop solar system. Lag Screws: (1) 5/16" diameter min., with min. 2.5" embedment into framing members, at 48" O.C. max, staggered Specifically: 1) the system is designed for the local wind speed; 2) the ground snow load does not exceed 70 psf; 3) the total dead load of all items is less than 4 psf (actual value is approximately3 psf); 4) Modules are not mounted more than 18" off the roof; and 5) Supports are installed such that the dead load is spread across roof-framing members and does not exceed 50 lbs at any point. Sincerely, Trevor A. Jones, P.E. 9/27/2024 Limitations and Disclaimers If you have any questions or concerns, please contact our office at (855)-709-1181, or email Austen.Morfin@purelightpower.com. Electrical engineering and waterproofing are 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. 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. 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. Conclusion Note: All calculations per ASCE 7 Load Comparison Without Solar With Solar Dead Load Asphalt Shingles 3 3 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 3 psf Total Dead Load 11.5 14.5 psf Snow Load Ground Snow Load, P g psf Exposure Factor, C e Thermal Factor, Ct Importance Factor, I s Flat Roof Snow Load Eqn. 7.3-1 or jurisdiction min. Slope degrees Unobstructed Slippery Surface?No No Slope Factor, C s 1.00 1.00 Sloped Roof Snow Load 17.3 17.3 psf Live Load Roof Live Load 20 0 psf Load Combination D + Lr 31.5 14.5 psf D + S 28.8 31.8 psf Max. Load 31.5 31.8 psf % of original 101% Result: This calculation justifies the additional solar load by comparing existing to proposed gravity loads in the location of the solar panels. Because the total forces are not increased by more than 5%, per the relevant code provisions stated in the body of the letter, the existing roof structure is permitted to remain unaltered. 25 1.1 18 1 0.9 17.325 Ironridge Quick Mount L-Mount Connection Calculation Connection Demand Spacing perpendicular to rail 32.5 in 1/2 panel length Roof Angle 18 degrees Roof Layout Gable Wind Speed 110 mph Exposure Coefficient, Kz 0.67 Topographic Factor, Kzt 1 Directionality Factor, Kd 0.85 Elevation Factor, Ke 0.99 Velocity Pressure, qz 17.5 psf Prying Coefficient 1 Zone 1 Zone 2e Zone 3 Spacing parallel to rail 48 48 48 in Max spacing Effective Wind Area on each connection 10.8 10.8 10.8 ft2 GCp (max)1.80 2.57 2.57 Exposed Panels? (γE = 1.5)No No No Pressure Equalization Factor, γa 0.79 0.79 0.79 Uplift Force 24.8 35.3 35.3 psf Max. Uplift Force / Connection (0.6 WL)160.9 229.6 229.6 lbs Solar Dead Load (0.6 DL)19.5 19.5 19.5 lbs Max. Uplift Force (0.6 WL - 0.6 DL)141.4 210.1 210.1 lbs Connection Capacity Ironridge Quick Mount L-Mount Fastener Type Lag Screw Fastener Diameter 0.3125 in Embedment Length, min 2.5 in Lumber Species & Grade DFL #2 (Assumed) Lumber Specific Gravity 0.5 Nominal Withdrawal Capacity, W 665.0 lbs NDS 12.2-1 # of Screws 1 Load Duration Factor, CD 1.6 Adjusted Withdrawal Capacity, W'1064.0 lbs Compare Adjusted Withdrawal Capacity to ASD Factored Demand Zone 1 Zone 2e Zone 3 O.K.O.K.O.K. 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. Public Works and Utilities Department 321 E. 5th Street, Port Angeles, WA 98362 360.417.4735 | www.cityofpa.us | electricalpermits@cityofpa.us EL1-2 SF 1 - 2 SINGLE-FAMILY ELECTRICAL PERMIT APPLICATION Project Address: Project Description: □ Single-Family Residential □ Duplex / ARU Building Square footage: OWNER INFORMATION Name: Email: Mailing Address: Phone: ELECTRICAL CONTRACTOR INFORMATION Name: License: Mailing Address: Expiration Date: Email: Phone: PROJECT DETAILS Item Unit Charge Quantity Total (Quantity x Unit Charge) Service/Feeder 200 Amp.$120.00 $ Service/Feeder 201-400 Amp.$146.00 $ Service/Feeder 401-600 Amp.$205.00 $ Service/Feeder 601-1000 Amp.$262.00 $ Service/Feeder over 1000 Amp.$373.00 $ Branch Circuit W/ Service Feeder $5.00 $ Branch Circuit W/O Service Feeder $63.00 $ Each Additional Branch Circuit $5.00 $ Branch Circuits 1-4 $75.00 $ Temp. Service/Feeder 200 Amp.$93.00 $ Temp. Service/Feeder 201-400 Amp.$110.00 $ Temp. Service/Feeder 401-600 Amp.$149.00 $ Temp. Service/Feeder 601-1000 Amp.$168.00 $ Portal to Portal Hourly $96.00 $ Signal Circuit/Limited Energy - 1&2 DU.$64.00 $ Manufactured Home Connection $120.00 $ Renewable Elec. Energy: 5KVA System or less $102.00 $ Thermostat (Note: $5 for each additional)$56.00 $ First 1300 Square Feet $120.00 $ Each Additional 500 square feet``$40.00 $ Each Outbuilding / Detached Garage $74.00 $ Each Swimming Pool / Hot Tub $110.00 $ TOTAL $ Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296- 46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Date Print Name Signature (□ Owner □ Electrical Contractor / Administrator) Pe r m i t # : New Construction Only [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us or faxed to 360.417.4711] 2024-11-06 Joseph Kwon 1418 W 7th St Port Angeles WA 98363 6.150kWDC roof mounted solar install on existing home 6969 sqft Keith Dorwick 1418 W 7TH STREET Port Angeles Washington 98363 jak53@usa.net 337-962-1991 Solgen Power LLC 6752 20th St E STE 200 Fife WA 98424 picseattle@purelightpower.com SOLGEPL830RJ 01/24/2026 206-649-9976 1 Document Ref: CDHEW-QSJNA-S3XVI-G8RD4 Page 1 of 1 Signature Certificate Reference number: CDHEW-QSJNA-S3XVI-G8RD4 Document completed by all parties on: 06 Nov 2024 21:40:47 UTC Page 1 of 1 Signer Timestamp Signature PIC Seattle Email: picseattle@purelightpower.com Sent:06 Nov 2024 21:40:46 UTC Signed:06 Nov 2024 21:40:47 UTC IP address: 50.251.200.126 Location: Marysville, United States Signed with PandaDoc PandaDoc is a document workflow and certified eSignature solution trusted by 50,000+ companies worldwide. SCOPE OF WORK 1.2.1 CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTION OF EXISTING ONSITE CONDITIONS TO DESIGN, SPECIFY, AND INSTALL THE ROOF-MOUNTED PHOTOVOLTAIC SYSTEM DETAILED IN THIS DOCUMENT SATELLITE MAP COVER PAGEPV-00 EQUIPMENT DATASHEETS ATTACHED EQUIPMENT SPECIFICATIONS ENLARGED VIEW ELECTRICAL DIAGRAM WARNING LABELS ATTACHMENT PLAN & DETAILS SHEET INDEX PV-02 PV-03 PV-04 PV-06 PV-05 VICINITY MAP SITE PLANPV-01 DIRECTORY PLACARDPV-05.1 FRAMING DETAILPV-03.1 SITE NOTES 2.1.1 A LADDER WILL BE IN PLACE FOR INSPECTION IN ACCORDANCE WITH OSHA REGULATIONS. 2.1.2 THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 2.1.3 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 2.1.4 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED IN ACCORDANCE WITH SECTION NEC 110.26. 2.1.5 ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE BUILDING OR STRUCTURE. EQUIPMENT LOCATIONS 2.2.1 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS IN ACCORDANCE WITH NEC 110.26. 2.2.2 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) AND NEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C). 2.2.3 JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES IN ACCORDANCE WITH NEC 690.34. 2.2.4 ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2.2.5 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL IN ACCORDANCE WITH NEC APPLICABLE CODES. 2.2.6 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE. STRUCTURAL NOTES 2.3.1 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED IN ACCORDANCE WITH THE CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY, IN ACCORDANCE WITH RAIL MANUFACTURER’S INSTALLATION PRACTICES. 2.3.2 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL REQUIREMENTS. STRUCTURAL NOTES (CONT.) 2.3.3 ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR. 2.3.4 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER OR PROFESSIONAL ENGINEERING GUIDANCE. 2.3.5 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. WIRING & CONDUIT NOTES 2.4.1 ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. 2.4.2 CONDUCTORS SIZED IN ACCORDANCE WITH THE NEC 2.4.3 AC CONDUCTORS TO BE COLORED OR MARKED PER NEC 2.4.4 LISTED OR LABELED EQUIPMENT SHALL BE INSTALLED AND USED IN ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTING OR LABELING PER NEC GROUNDING NOTES 2.5.1 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND GROUNDING DEVICES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH USE. 2.5.2 PV EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH NEC 690.43 AND NEC TABLE 250.122. 2.5.3 METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES CONSIDERED GROUNDED IN ACCORDANCE WITH NEC 250.134 AND 250.136(A). 2.5.4 EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH NEC 690.45 AND INVERTER MANUFACTURER'S INSTALLATION PRACTICES 2.5.5 EACH MODULE WILL BE GROUNDED AS SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ. 2.5.6 THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. 2.5.7 GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER PER NEC 250.119 2.5.8 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED IN ACCORDANCE WITH NEC 250, NEC 690.47 AND THE AHJ. 2.5.9 GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS DISCONNECTION AND OVERCURRENT PROTECTION NOTES 2.6.1 DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS). 2.6.2 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH 2.6.3 PV SYSTEM CIRCUITS INSTALLED ON OR IN HABITABLE BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY RESPONDERS IN ACCORDANCE WITH 690.12 2.6.4 ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8, 690.9, AND 240. 2.6.5 INVERTER ON-GRID BRANCHES SHALL BE CONNECTED TO A SINGLE BREAKER OR GROUPED FUSE DISCONNECT(S) IN ACCORDANCE WITH NEC 110.3(B). 2.6.6 IF REQUIRED BY THE AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION IN ACCORDANCE WITH NEC 690.11 AND UL1699B. INTERCONNECTION NOTES 2.7.1 LOAD SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH NEC 705.12. 2.7.2 THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY NOT EXCEED 120 PERCENT OF BUSBAR RATING PER NEC 705.12. 2.7.3 THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE BUSBAR SHALL NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE BUSBAR, PV DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM THE UTILITY SOURCE OCPD IN ACCORDANCE WITH NEC 705.12. 2.7.4 AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT PROTECTION DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. HOWEVER, THE MAIN OVERCURRENT PROTECTION DEVICE MAY BE EXCLUDED IN ACCORDANCE WITH NEC 705.12. 2.7.5 FEEDER TAP INTERCONNECTION (LOAD SIDE) IN ACCORDANCE WITH NEC 705.12. 2.7.6 SUPPLY SIDE TAP INTERCONNECTION IN ACCORDANCE WITH TO NEC 705.11 WITH SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42. 2.7.7 BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING PER NEC 705.12. GENERAL NOTES PHONE - (541) 816-4047 LIC. NO. - 226333 CONTRACTOR 3521 AVION DRIVE SUITE #200, MEDFORD, OR 97504 PURELIGHT POWER NEWCO LLC DESIGN CRITERIA 1. ROOF PITCH:45°, 18°, 18° 2. AZIMUTH:211°, 301°, 121° 3. MODULE:(15) YUKON SERIES SEG-410-BMD-HV 4. INVERTER:(02) HOYMILES HM-1500NT (03) HOYMILES HM-700NT (01) HOYMILES HM-350NT 5. NOMINAL AMPERAGE:22.13 AMPS 6. ROOF AREA:1452 FT² 7. PV ARRAY AREA:315.34 FT² 8. PV ARRAY WEIGHT:711.00 LBS 9. ROOF SURFACE TYPE: COMPOSITE SHINGLE 10. ROOF STRUCTURE:2"X6" RAFTERS @ 24" OC 11. BUILDING STORY:TWO STORY 12. SNOW LOAD:25 PSF 13. WIND SPEED: 97 MPH 14. WIND EXPOSURE: B 15. RISK CATEGORY: II PROJECT NOTES 1.1.1 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE RELEVANT YEAR OF THE NATIONAL ELECTRIC CODE (NEC), ALL MANUFACTURER’S LISTING AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES. 1.1.2 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND THE PV SYSTEM MUST BE INSPECTED PRIOR TO OPERATION 1.1.3 ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVE INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC AND OTHER GOVERNING CODES 1.1.4 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ. SYSTEM SIZE:DC SIZE: 6.150 KW DC-(STC) AC SIZE: 5.313 KW AC NEW PV SYSTEM SPECIFICATIONS NEW PHOTOVOLTAIC ROOF MOUNTED SYSTEM 6.150 KW DC/5.313 KW AC 1418 W 7TH STREET, PORT ANGELES, WA 98363 PV-00 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP COVER PAGE APPLICABLE CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES: 2021 WASHINGTON STATE BUILDING CODE 2021 WASHINGTON STATE RESIDENTIAL CODE 2021 WASHINGTON STATE FIRE CODE 2020 NATIONAL ELECTRICAL CODE AS ADOPTED BY CITY OF PORT ANGELES INVERTERS SHALL BE SET TO IEEE 1547 ANTI-ISLANDING GRID PROFILE Signed 9/25/2024 13 9 ' - 0 " 13 9 ' - 0 " 52 ' - 6 " 52 ' - 6 " W 7 T H S T R E E T 24 ' - 7 " 7'- 9 " 56 ' - 2 " 9'- 4 " N SITE PLAN SCALE:1"-15'-0" - PROPERTY LINE - FENCE LINE LEGEND PV-01 1 SITE PLAN PV-01 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP ROOF ACCESS POINT (E) FENCE (E) GATE FR O N T O F H O U S E (E) DETACHED GARAGE (E) HOUSE (E) DECK WA L K W A Y DR I V E W A Y STRUCTURAL ONLY 9/27/2024 R O O F 1 RO O F 2 RO O F 3 N SCALE:1"-10'-0" PLAN VIEW TOTAL ROOF AREA:1452 FT² TOTAL PV ARRAY AREA:315.34 FT² TOTAL % OF ROOF COVERED BY PV:21.72% = FLUE / PLUMBING VENT = MECHANICAL VENT NOTES: 1.ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS THAT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. 2.STRUCTURES, PATIO COVERS, AND/OR ADDITIONS BUILT WITHOUT PERMITS TO BE RESOLVED BY A SEPARATE PERMIT. LEGEND 44.65" 67 . 8 0 " FIRE SETBACKS36" 18" = STRING 1 = HM-1500NT (1 PER 4 MODULES) ENLARGED VIEW ENLARGED VIEW PV-02 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP PV-02 1 PV RAPID SHUTDOWN TO BE LOCATED WITHIN 10FT OF THE UTILITY METER SLOPE - 18° AZIMUTH - 121° MODULE QTY - 02 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 3 SLOPE - 18° AZIMUTH - 301° MODULE QTY - 07 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 2 SLOPE - 45° AZIMUTH - 211° MODULE QTY - 06 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 1 = HM-700NT (1 PER 2 MODULES) = HM-350NT (1 PER 1 MODULE) W 7 T H S T R E E T FR O N T O F H O U S E BA C K O F H O U S E UMMS P AC D (N) PV RAPID SHUTDOWN VISIBLE-OPEN, LOCKABLE, LABELED AND FUSED AC DISCONNECT (SQUARE D D221NRB) (E) UTILITY METER (OVERHEAD SERVICE) METER #: 130 944 894 (E) MAIN SERVICE PANEL (INSIDE HOUSE) JB ROOF ACCESS POINT (N) JUNCTION BOX NEMA 3R STRUCTURAL ONLY 9/27/2024 ATTACHMENT PLAN & DETAILS - ATTACHMENT POINTS - RAIL - STRUCTURAL MEMBER LEGEND NOTE: 6" MAXIMUM DISTANCE FROM ROOF SURFACE TO TOP OF PV MODULES PV-03 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP (E) STRUCTURAL MEMBER SEE ENLARGED VIEW (E) ROOF SURFACE Scale: NTS ATTACHMENT DETAIL PV-03 2 Scale: NTS ENLARGED VIEW PV-03 3 IRONRIDGE UNIVERSAL QCLICK MID/END CLAMP IRONRIDGE QRAIL (E) ROOF SURFACE IRONRIDGE L-FOOT PV MODULE DISTRIBUTED LOAD CALCULATIONS MODULE YUKON SERIES SEG-410-BMD-HV MODULE WEIGHT 47.40 LBS MODULE DIMENSIONS (L" x W")67.80" x 44.65" TOTAL QTY. OF MODULES 15 TOTAL WEIGHT OF MODULES 711.00 LBS TYPE OF RACKING IRONRIDGE STANDARD Q-RAIL TYPE OF ATTACHMENT IRONRIDGE L-MOUNT DISTRIBUTED WEIGHT OF RACKING 0.5 PSF TOTAL WEIGHT OF ARRAY 868.67 LBS AREA OF MODULE 21.02 SQFT. TOTAL ARRAY AREA 315.34 SQFT. DISTRIBUTED LOAD 2.75 PSF TYPICAL ATTACHMENT PLAN (PORTRAIT) SCALE: NTSPV-03 1.0 TYPICAL ATTACHMENT PLAN (LANDSCAPE) SCALE: NTSPV-03 1.1 STRUCTURAL MEMBER @ 24" OC 4'-0" OC ATTACHMENT SPACING STRUCTURAL MEMBER @ 24" OC 4'-0" OC ATTACHMENT SPACING STRUCTURAL ONLY 9/27/2024 PV-03.1 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP FRAMING DETAIL SCALE: NTS FRAMING DETAIL PV-03.1 1 SLOPE - 18° AZIMUTH - 121° MODULE QTY - 02 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 3 SLOPE - 18° AZIMUTH - 301° MODULE QTY - 07 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 2 SLOPE - 45° AZIMUTH - 211° MODULE QTY - 06 RAFTERS - 2"X6" @ 24" O.C. SURFACE TYPE - COMPOSITE SHINGLE ROOF 1 5.18" 4 6 ° ROOF #1 2'-0" 20 ' - 0 " PV MODULES LOAD BEARING WALL 2"X6" RAFTERS @ 24" O.C. 1'-6" 11'-6" 5'-3" 5 . 1 8 " 1 8 °18 ° ROOF #2 ROOF #3 2'-0"2'-0" 15 ' - 0 " PV MODULES PV MODULES LOAD BEARING WALL 2"X6" RAFTERS @ 24" O.C. 1'-6" 5'-8" 8" LOAD BEARING WALL 5.1 8 " 1'- 6 " 5'-8 " 8" 2"X6" RAFTERS @ 24" O.C. 15 ' - 0 " STRUCTURAL ONLY 9/27/2024 (N) JUNCTION BOX 600 V, NEMA 3R UL LISTED MANUFACTURER PROVIDED TRUNK CABLE G L2 L1 #6 AWG BARE CU (2) HOYMILES HM-1500NT MICROINVERTERS ONE UNDER EVERY FOUR MODULES YUKON SERIES SEG-410-BMD-HV (3) HOYMILES HM-700NT MICROINVERTERS ONE UNDER EVERY TWO MODULES (1) HOYMILES HM-350NT MICROINVERTERS ONE UNDER EVERY MODULES 15 MODULES AND 6 MICROINVERTERS IN BRANCH CIRCUIT 1 1 (2) #10 AWG (1) #10 EGC SUPPLY SIDE INTERCONNECTION AT MAIN PANEL G M N (E) 200A MAIN SERVICE PANEL, 240V (E) 200A/2P MAIN BREAKER, 240V SUPPLY SIDE CONNECTION L2 NL2L1 TO UTILITY GRID LINE LOAD (E) BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/240V EXISTING GROUNDING ELECTRODE SYSTEM GEC G L1 L2 L1 L2 BONDED N (3) #6 AWG (1) #6 EGC 2 3 METER #: 130 944 894 (N) PV RAPID SHUTDOWN VISIBLE, LOCKABLE, LABELED AND 30A FUSED, (2) 30A FUSES, 240V, NEMA 3R, UL LISTED (SQUARE D D221NRB) ELECTRICAL DIAGRAM WIRE ID EXPECTED WIRE TEMP (°C) TEMP DERATE (90 °C) QTY OF CURRENT CARRYING CONDUCTORS CONDUIT FILL DERATE MINIMUM CONDUIT SIZE (TBD ON SITE) WIRE GAUGE & TYPE CONDUCTOR AMPACITY @ 90°C (A) CONDUCTOR AMPACITY @ 75°C (A) REQUIRED CIRCUIT CONDUCTOR AMPACITY (A) ADJUSTED CONDUCTOR AMPACITY @ 90 °C (A) NEUTRAL CONDUCTOR SIZE & TYPE GROUND WIRE SIZE & TYPE 1 25 1.04 2 1 3/4'' SCH40 PVC #10 THWN-2 40 35 27.66 41.60 NONE #10 THWN-2 2 25 1.04 2 1 3/4'' SCH40 PVC #6 THWN-2 75 65 27.66 78.00 #6 THWN-2 NONE 3 NONE #6 THWN-2 MINIMUM WIRE SIZES CALLED OUT. USE OF LARGER WIRE IS ACCEPTABLE. 7/8" MINIMUM CONDUIT HEIGHT ABOVE ROOF SURFACE PV RAPID SHUTDOWN TO BE LOCATED WITHIN 10FT OF THE UTILITY METER PV-04 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP DESCRIPTION FORMULA RESULT PV OVERCURRENT PROTECTION NEC 690.9(B) TOTAL INVERTER OUTPUT CURRENT x 1.25 = ((02 x 5.99) + (03 x 2.9) + (01 x 1.45 )A x 1.25 27.66A (SELECTED OCPD = 30A) INVERTERS SHALL BE SET TO IEEE 1547 ANTI-ISLANDING GRID PROFILE Signed 9/25/2024 WARNING LABELS PV-05 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP LABELING DIAGRAM: RAPID SHUTDOWN FOR SOLAR PV SYSTEM 10 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. 8 ELECTRICAL SHOCK HAZARD WARNING TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION !1 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM !2 THIS EQUIPMENT FED BY MULTIPLE SOURCES TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR WARNING!3 MAXIMUM AC OPERATING CURRENT: NOMINAL OPERATING AC VOLTAGE: 22.13 AMPS 240 VAC PHOTOVOLTAIC AC DISCONNECT 6 PHOTOVOLTAIC POWER SOURCE7 MAIN PHOTOVOLTAIC SYSTEM DISCONNECT9 PARALLEL GENERATION ON SITE11 SOLAR ELECTRIC PV PANELS MAIN SERVICE PANEL UTILITY METER (DIRECTORY) PV RAPID SHUTDOWN 11 8 2 9 10 6 GARAGE PANEL 12 12 SERVICE DISCONNECT Signed 9/25/2024 PV-05.1 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP DIRECTORY PLACARD MULTIPLE SOURCES OF POWER. POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: CAUTION ADDRESS: 1418 W 7TH STREET, PORT ANGELES, WA 98363 EMERGENCY CONTACT: (541) 200-2896 UTILITY METER DIRECTORY PLACARD: N SERVICE DISCONNECT AC DISCONNECT W 7 T H S T R E E T FR O N T O F H O U S E ROOF ACCESS POINT Signed 9/25/2024 EQUIPMENT SPECIFICATIONS PV-06 9/25/2024 SHEET TITLE DRAWN DATE DRAWN BY TSD SHEET NUMBER REV DATEDESCRIPTION REVISIONS PROJECT NAME APN #: 063000024524 AHJ: CITY OF PORT ANGELES UTILITY: CITY OF PORT ANGELES KEITH DORWICK 1418 W 7TH STREET, PORT ANGELES, WA 98363 (337) 962-1991 JAK53@USA.NET STRUCTURAL STAMP AHJ STAMP SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL #YUKON SERIES SEG-410-BMD-HV VMP 31.05 V IMP 13.21 A VOC 37.32 V ISC 13.80 A TEMP. COEFF. VOC -0.27 %/°C MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-1500NT INPUT POWER RANGE 300W-505W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 5.99A MAX CONT. OUTPUT POWER 1438W MAX MODULES PER STRING 16 (4 MICROINVERTERS) MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-700NT INPUT POWER RANGE 280W-470W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 2.9A MAX CONT. OUTPUT POWER 696W MAX MODULES PER STRING 16 (8 MICROINVERTERS) MICROINVERTER SPECIFICATIONS MANUFACTURER / MODEL #HOYMILES HM-350NT INPUT POWER RANGE 280W-470W MIN/MAX START VOLTAGE 22V/60V NOMINAL AC VOLTAGE 240V MAX CONT. OUTPUT CURRENT 1.45A MAX CONT. OUTPUT POWER 349W MAX MODULES PER STRING 16 (16 MICROINVERTERS) Signed 9/25/2024 QRail Series ™ Cost-Effective Mounting and Racking For All Roofs Rail System with QClick Technology™ QRail — Single-Tool Mounting and Racking System The QRail Series is a strong and versatile single-tool installation solar racking system that provides unrivaled benefits to solar designers and installers. Combined with Quick Mount PV’s industry-leading weather-proof mounts, QRail offers a complete racking solution for mounting solar modules on any roof. An optional skirt is available. QRail, together with Quick Mount PV’s waterproof mounting products, provides the benefit of a single-sourced, seamlessly integrated rooftop installation that works with all roof types — composition/asphalt shingles, flat or curved tile, metal shingle, shake, slate and low slope roofs. The QRail system also works with any roof attachment system for maximum flexibility. Comprehensive, One-Source Solution Superior Strength and Versatility QRail is engineered for optimal structural performance. The system is certified to UL 2703, fully code compliant and backed by a 25-year warranty. QRail is available in Light and Standard versions and is compatible with virtually all modules and works on a wide range of pitched roof surfaces. Modules can be mounted in portrait or landscape orientation in standard or shared-rail configurations. Standard Light QRails come in two lengths — 168 inches (14 ft) and 208 inches (17.3 ft) Mill and Black Finish Easily design array configurations with the QDesign software application. Generate complete engineering reports and calculate a precise bill of materials for all the mounting, racking and accessories needed for a complete solar array. Works 2-rail, 3-rail, shared-rail and fixed-tilt applications. ™ QDesign.solar Fast, Simple Installation: It Just Clicks The QRail system is UL 2703 Listed, ensuring that all exposed metal parts and the solar module frames are electrically connected. All electrical bonds are created when the components are installed and tightened down. Fully Integrated Electrical Bonding QClick Technology The universal mid and end clamps use QClick technology to simply “click” into the rail channel and remain upright, ready to accept the module. The pre-assembled clamps fit virtually all module frames and require no extra hardware, eliminating pre-loading and reducing installation time. Hidden end clamps are also available. Clamps for modules from 30-45mm or 38-50mm thick UniverSaL end CLamp 2 clamps for modules from 30-45mm or 38-50mm thick UniverSaL Bonded mid CLamp QRail’s innovative internal QSplice installs in seconds, requiring no tools or screws. Simply insert QSplice into the rail and slide the other rail on to create a fully structural, bonded splice. QSplice Technology QSpLiCe ™ ™ 2 31 1 2 3 Installs in seconds — no tools or hardware required Installing is as easy as 1-2-3 UL STD 2703 QRB Feb 2020 2700 Mitchell Drive Walnut Creek, CA 94598 www.quickmountpv.com 925-478-8269 RESPECT THE ROOF 8431 Murphy Drive Middleton, WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. GFT-OP-11a (24-MAR-2014) Signature: Name: Nalini Mandadi Position: Project Engineer Date: 11/14/2014 In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name & Address: QuickMount PV 2700 Mitchell Drive, Bldg. 2 Walnut Creek, CA 94598 Product Description: Symmetrical Mount for Steep Slope Roof Applications Ratings & Principle Characteristics: Fire Class Resistance Rating: Class A Fire Rated for Steep Slope applications when using Type 1 or 2 listed photovoltaic modules. This system was evaluated with a 5” gap between the bottom of the module and the roof’s surface. Per Section 31.2.2.1 of UL 1703 this product can be installed with any gap stated in the manufacturer’s installation instructions. A perimeter guard is optional. Models: Qrail Brand Name: QuickMount PV Relevant Standards: UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition revision date September 2017, (Section 31.2) Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 Date of Tests: 04/09/2018 – 04/10/2018 Test Report Number(s): 103436738MID-001r1 This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Christopher Zimbrich Reviewed by: Chad Naggs Title: Technician I – Fire Resistance Title: Technical Team Lead – Fire Resistance Signature: Signature: Date: 01/22/2019 Date: 01/22/2019 List of UL Tested and/or Evaluated PV Modules Manufacturer Model Number The Qrail system may be used to ground and/or mount UL1703 or UL 61730 listed PV module only when the specific module has been evaluated for grounding and/or mounting under UL 2703 and in compliance with the included instructions. Unless otherwise noted, “xxx” refers to the module power rating and both black and silver frames are included in the certification. Review module and any 3rd party manufacturer’s documentation for compatibility and compliance with warranty terms and conditions QRail® System Adani Adani modules with 35 and 40mm frames ASX-Y-ZZ-xxx Where "X" can be B, M or P, "Y" can be 6 or 7, and "ZZ" can be blank, PERC, B-PERC, or AB-PERC Amerisolar Amerisolar modules with 35, 40 and 50 mm frames AS-bYxxxZ Where ”b” can be 5 or 6; ”Y” can be M, P, M27, P27, M30, or P30; and ”Z” can be blank, W or WB Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zz23-xxx Where ”yy” can be 120 or 144; and ”zz” can be MF or BF Astronergy Solar Astronergy modules with 30, 35, 40, and 45 mm frames aaSMbbyyC/zz-xxx Where “aa” can be CH or A; ”bb” can be 60, 66, or 72; “yy” can be blank, 10 or 12; ”C” can M, P, M(BL), M-HC, M(BL)-HC, P-HC, M(DG), or M(DGT); and “zz” can be blank, HV, F-B, or F-BH ASUN ASUN modules with 35 and 40 mm frames ASUN-xxx-YYZZ-aa Where ”YY” can be 60 or 72; ”ZZ” can be M,or MH5; and ”aa” can be blank or BB Auxin Auxin modules with 40 mm frames AXN6y6zAxxx Where ”y” can be M or P; ”z” can be 08, 09, 10, 11, or 12; and ”A” can be F or T Axitec Axitec Modules with 35 and 40 mm frames AC-xxxY/aaZZb Where ”Y” can be M, P or MH; ”aa” can be blank, 125- or 156-; ”ZZ” can be 54, 60, 72, 120, or 144; ”b” can be S, X, V, XV, or MX Boviet Boviet modules with 35 and 40mm frames BVM66aaYY-xxxBcc Where "aa" can be 9, 10 or 12; "YY" is M or P; and "B" can be blank, L or S; and "cc" can be blank, H, H-BF, H-HC, HC-BF or H-HC-BF BYD BYD modules with 35 mm frames BYDxxxAY-ZZ Where ”A” can be M6, P6, MH or PH; ”Y” can be C or K; and ”ZZ” can be 30 or 36 www.quickmountpv.com Dec-2020, Rev 3 Manufacturer Model Number Seraphim Energy Group Seraphim modules with 35 and 40 mm frames SEG-aYY-xxxZZ Where ”a” can be blank, 6 or B; ”YY” can be blank, MA, MB, PA, or PB; and ”ZZ” can be blank, BB, BG, BW, HV, WB, WW, BMB, BMA-HV, BMB-HV Seraphim USA Seraphim modules with 40 and 50 mm frames SRP-xxx-6YY-ZZ Where ”xxx” is the module power rating; and ”YY” can be MA, MB, PA, PB, QA-XX-XX, and QB-XX-XX; ZZ is blank, BB or HV Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Where “YY” can be SA or SC Silfab Silfab Modules with 38 mm frames SYY-Z-xxxAb Where ”YY” can be IL, SA, LA, SG or LG; ”Z” can be blank, M, P, or X; ”A” can be blank, B, H, M, N; and ”b” can be A, L, G, or T Solaria Solaria modules with 40 mm frames PowerXT xxxY-ZZ Where ”Y” can be R or C; and ”ZZ” can be AC, BD, BX, BY, PD, PM, PM-AC, PX, PZ, WX or WZ Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY Where ”YY” can be blank, B1 or B2 SolarTech SolarTech modules with 42 mm frames STU-xxxYY Where ”YY” can be PERC or HJT SolarWorld AG SolarWorld Sunmodule Plus, Protect, Bisun, XL, Bisun XL, may be followed by mono, poly, duo, black, bk, or clear; modules with 31, 33 or 46 mm frames SW-xxx SolarWorld Americas SolarWorld Sunmodule Plus, Protect, Bisun, XL, Bisun XL, may be followed by mono, poly, duo, black, bk, or clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 40 mm frames SSxxx Stion Stion Thin film modules with 35 mm frames STO-xxx or STO-xxxA SunEdison SunEdison Modules with 35, 40 & 50 mm frames SE-YxxxZABCDE Where ”Y” can be B, F, H, P, R, or Z; ”Z” can be 0 or 4; ”A” can be B,C,D,E,H,I,J,K,L,M, or N ; ”B” can be B or W; ”C” can be A or C; ”D” can be 3, 7, 8, or 9; and ”E” can be 0, 1 or 2 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com August 10, 2020 Attn: Mr. Marshall Green Quick Mount PV 2700 Mitchell Dr. Walnut Creek, CA, 94598 RE: Quick Mount PV – QRail Standard PV Panel Racking System SEI Project No.: 19669.00 State of Washington Certification Letter Dear Mr. Green: Structural Enginuity Inc. (SEI) has completed its review of the Quick Mount PV – QRail Standard PV Panel Racking System (QMR-RS) for typical installations in the state of Washington. The QRail Standard is compliant with the sections of the following design references and codes when installed per the conditions and design criteria delineated herein. Design References and Codes: - ASCE 7-16 – Minimum Design Loads for Buildings and Other Structures - 2015 Aluminum Design Manual, by the Aluminum Association - Materials information and section and details provided by Quick Mount PV as appendages to this letter - 2018 International Building Code - AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Modules, November 2012 by ICC-ES General Mounting System and Analysis Overview: The QRail Standard consists of 6005-T5 (acceptable alternative materials include 6005A-T61 and 6061-T6) extruded aluminum per ASTM B221-08. The rails are used in pairs to support photovoltaic solar panels in order to span between points of attachment to the existing roof structure. The following tables and information summarize the structural analysis performed by SEI in order to certify the QRail Standard for the state noted above. The analysis for certification included the following parameters for each rail system. QRail Standard: - Risk Category II - Roof Slopes up to 45 degrees - Portrait & Landscape orientation of photovoltaic panels - Max Module Dimensions = Varies, see tables - Max Mean Roof Height = Varies, see tables (If roof slope < 10°, use eave height) 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com - Wind Analysis: o Wind Category: B, C, and D o Roof Zones varies based on roof slope (See Tables) o Wind Directionality Factor (Kd) = 0.85 o Topographic Factor (Kzt) = 1 o Ground Elevation Factor (Ke): See table below - Snow Analysis: o Snow Exposure Factor (Ce) = 1.0 o Thermal Factor (Ct) = 1.0 o Slope Factor (Cs) per ASCE 7-16, Figure 7.4-1 o Importance Factor (Is) = 1 - Seismic Analysis: o Seismic Design Category E or less (Sds = 2.0 max) o Importance Factor (Ip) = 1 o Amplification Factor (ap) = 1.0 per ICC-AC428 o Component Response Modification Factor (Rp) = 1.5 per ICC-AC 428 Per ASCE 7-16, for locations above sea level, an additional Ground Elevation Factor may be accounted for. The provided tables take this into account by allowing the Wind Speed to be adjusted by a Wind Speed Velocity Multiplier as follows: Wind Speed Velocity Multiplier based on Ground Elevation Factor (ASCE 7-16, Table 26.9-1) Ground Elevation above Sea Level (ft), Zg Ground Elevation Factor, Ke Wind Speed Velocity Multiplier, Sqrt(Ke) 0 1.00 1.00 1,000 0.96 0.98 2,000 0.93 0.96 3,000 0.90 0.95 4,000 0.86 0.93 5,000 0.83 0.91 6,000 0.80 0.89 Notes: 1. The Wind Speed Velocity Multiplier shall be determined from the above table using interpolation or from the following formula for all elevations: Sqrt(Ke) = Sqrt(e-0.0000362*Zg) 2. The Wind Speed Velocity Multiplier is permitted to be taken as 1.00 in all cases. 3. The wind speed in the project’s region shall be multiplied by Wind Speed Velocity Multiplier. The resulting wind speed shall be rounded up to the nearest value provided in the span tables. 4. No interpolation between wind speeds is permitted. 5. Refer to ASCE 7-16 for additional information about the ground elevation factor and its use in determining velocity pressure per Equation 26.10-1. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com ASCE 7-16 has several additional roof zones than previous codes. The zones are outlined in the code and diagrams have been provided below to show wind zone locations Figure 1: Roof Zones for Gable Roof Slopes Between 0 and 7 degrees Figure 2: Roof Zones for Gable Roof Slopes Between 7 and 45 degrees a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include the overhang distance. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Figure 3: Roof Zones for Hip Roof Slopes Less Than 45 degrees a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include the overhang distance. For Hip Roofs with a roof slope between 7 and 20 degrees, tables are broken up between buildings with a height to width ratio (h/B) greater than 0.8 or less than 0.5. If the building the array is being mounted on falls between these values, compare both tables and choose the higher value. Applicable loading combinations consisting of dead, wind, snow, and seismic loads in accordance with the governing code requirements were used to determine allowable rail span lengths, based on bending stress capacity, shear capacity, axial capacity, and an assumption of a single-span condition with an allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations per ASCE 7-16, Chapters 26-30 in conjunction with the loading parameters noted above. Applicable roof snow load shall be based on ground snow load maps, equations, and factors of ASCE 7-16, Chapter 7 and applicable sections of the 2018 International Building Code for the location of the project in combination with the loading parameters noted above. It should be noted that the analysis was limited to the capacity of the QRail Standard. Attachments of the rail to the roof structure and analysis of the roof structure itself shall be the responsibility of the installer, and should be reviewed and approved by a registered design professional where required by the local authority having jurisdiction. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Installation Notes: The QRail Standard shall be installed with the following guidelines to be in compliance with attached span tables:  Tables noted below assume two support rails are being used per each row of photovoltaic modules in a roof solar array.  Rails shall be continuous and not spliced over a minimum of 2 supports except for span lengths shaded with In these cases it is acceptable to use a minimum of 1 support per rail section as long as all supports are located at a maximum of 48” on center and the first and last rail sections have a minimum of 2 supports.  System shall be mounted parallel to roof surface with a 2” to 10” gap between roof surface and bottom of module.  Installation over roof overhangs or within 10” of any roof edge is not recommended  Maximum end cantilever of aluminum support rail shall not exceed 1/3 of allowable span in the roof wind pressure zone of the cantilever.  Tables attached are limited to structural capability of the support rails only; therefore, observe all local jurisdiction requirements regarding roof setback requirements when laying out support rails and solar array.  Actual span lengths used must be within capacity of roof attachment and structural capacity of roof member supporting solar array. Conclusion and Certification Summary: Based on the structural analysis performed by SEI in regard to the loading parameters specified above for QRail Standard, the following QRail Span Tables for the Quick Mount PV QRail Standard System were determined. The various span information is controlled by the applicable wind and snow loads to the structure to which the array is being mounted on the roof and based on the roof zone to which the array is installed on the roof. The tables allow for multiple panel sizes and orientations as outlined in the table of contents and on the headers of each table. The tables are organized as follows for each loading condition: Table A: Non-exposed panels Table B: Exposed panels Exposed panels are defined as panels within a distance of 1.5 times the panel chord length when the distance from the edge of the array to the roof edge is greater than 0.5 times the mean roof height and if either d1 to an adjacent array is greater than 4 ft or d2 to the next adjacent panel is greater than 4 ft as shown in Figure 4. 1815 W. Diehl Rd, Suite 100, Naperville, IL 60563 630-219-1997 (P) www.structuralenginuityinc.com Figure 4: Array Edge Factors This letter is to certify that the loading criteria and design basis used for the structural analysis of the QRail Standard PV Panel Racking System for the span tables attached is validated and performed in compliance with the applicable design codes noted previously. Please contact our office if you have any further questions relating to this matter. Sincerely, Peter Martin Allan T. Myket, P.E. Engineer III President/Founder pmartin@structuralenginuityinc.com amyket@structuralenginuityinc.com Structural Enginuity Inc. 08/11/2020 Subject: Proposed Solar Panel Installation Keith Dorwick Residence, 1418 W 7th St, Port Angeles, WA To Whom it May Concern, Design Parameter Summary Governing Building Code: 2021 Washington State Residential Code (2021 IRC) Risk Category: II Design Wind Speed: 110 mph (per ASCE 7-16) Snow Load: 25 psf Roof Information Roof Structure: 2x6 Rafters @ 24" O.C. Roofing Material: Asphalt Shingles (1 layer) Roof Slope: 18°, 45° Note: Required embedment length excludes the tapered tip of the screw, and embedment into sheathing. Roof Connection Details 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. 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. Locations per design drawings September 27, 2024 Analysis The proposed installation complies with the requirements of WAC Section 51-51-03240 R324.4 (Exception) and is therefore deemed adequate to support the load of the rooftop solar system. Lag Screws: (1) 5/16" diameter min., with min. 2.5" embedment into framing members, at 48" O.C. max, staggered Specifically: 1) the system is designed for the local wind speed; 2) the ground snow load does not exceed 70 psf; 3) the total dead load of all items is less than 4 psf (actual value is approximately3 psf); 4) Modules are not mounted more than 18" off the roof; and 5) Supports are installed such that the dead load is spread across roof-framing members and does not exceed 50 lbs at any point. Sincerely, Trevor A. Jones, P.E. 9/27/2024 Limitations and Disclaimers If you have any questions or concerns, please contact our office at (855)-709-1181, or email Austen.Morfin@purelightpower.com. Electrical engineering and waterproofing are 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. 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. 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. Conclusion Note: All calculations per ASCE 7 Load Comparison Without Solar With Solar Dead Load Asphalt Shingles 3 3 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 3 psf Total Dead Load 11.5 14.5 psf Snow Load Ground Snow Load, P g psf Exposure Factor, C e Thermal Factor, Ct Importance Factor, I s Flat Roof Snow Load Eqn. 7.3-1 or jurisdiction min. Slope degrees Unobstructed Slippery Surface?No No Slope Factor, C s 1.00 1.00 Sloped Roof Snow Load 17.3 17.3 psf Live Load Roof Live Load 20 0 psf Load Combination D + Lr 31.5 14.5 psf D + S 28.8 31.8 psf Max. Load 31.5 31.8 psf % of original 101% Result: This calculation justifies the additional solar load by comparing existing to proposed gravity loads in the location of the solar panels. Because the total forces are not increased by more than 5%, per the relevant code provisions stated in the body of the letter, the existing roof structure is permitted to remain unaltered. 25 1.1 18 1 0.9 17.325 Ironridge Quick Mount L-Mount Connection Calculation Connection Demand Spacing perpendicular to rail 32.5 in 1/2 panel length Roof Angle 18 degrees Roof Layout Gable Wind Speed 110 mph Exposure Coefficient, Kz 0.67 Topographic Factor, Kzt 1 Directionality Factor, Kd 0.85 Elevation Factor, Ke 0.99 Velocity Pressure, qz 17.5 psf Prying Coefficient 1 Zone 1 Zone 2e Zone 3 Spacing parallel to rail 48 48 48 in Max spacing Effective Wind Area on each connection 10.8 10.8 10.8 ft2 GCp (max)1.80 2.57 2.57 Exposed Panels? (γE = 1.5)No No No Pressure Equalization Factor, γa 0.79 0.79 0.79 Uplift Force 24.8 35.3 35.3 psf Max. Uplift Force / Connection (0.6 WL)160.9 229.6 229.6 lbs Solar Dead Load (0.6 DL)19.5 19.5 19.5 lbs Max. Uplift Force (0.6 WL - 0.6 DL)141.4 210.1 210.1 lbs Connection Capacity Ironridge Quick Mount L-Mount Fastener Type Lag Screw Fastener Diameter 0.3125 in Embedment Length, min 2.5 in Lumber Species & Grade DFL #2 (Assumed) Lumber Specific Gravity 0.5 Nominal Withdrawal Capacity, W 665.0 lbs NDS 12.2-1 # of Screws 1 Load Duration Factor, CD 1.6 Adjusted Withdrawal Capacity, W'1064.0 lbs Compare Adjusted Withdrawal Capacity to ASD Factored Demand Zone 1 Zone 2e Zone 3 O.K.O.K.O.K. 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. ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 12/2/2024 24-1234 TAP OWNER CONTRACTOR Solgen Power PROJECT ADDRESS 1418 W 7th St