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30A-022 (4) 393 RIVERSIDE DR BP-2021-1487 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:30A-022 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2021-1487 Project# JS-2021-002471 Est.Cost: $41315.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VALLEY SOLAR LLC 115680 Lot Size(sq.ft.): 37810.08 Owner: HUDSON RICHARD L Zoning: URB(100)/ Applicant: VALLEY SOLAR LLC AT: 393 RIVERSIDE DR Applicant Address: Phone: Insurance: PO BOX 60627 (413) 584-8844 WC FLORENCEMA01062 ISSUED ON:6/1 5/20210:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 14 PANEL 4.7 KW ROOF MOUNT SOLAR SYSTEM WITH18 KW BATTERY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: i yU i FeeType: Date Paid: Amount: Building 6/15/2021 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner t—.�__. Department use only i .-i`,.T-r Fri City of Northampton Status of Permit: 1,(---' 4 ,, Building Department Curb Cut/Driveway Permit / (Tod 212 Main Street Sewer/Septic Availability l a Room 100 Water/Well Availability Fz Northampton, MA 01060 Two Sets of Structural Plans — "_.�; hone 413-587-1240 Fax 413-587-1272 Plot/Site Plans l ��k� n Other Specify $ TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING N l SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map 30(1 Lot 0 22 Unit 393 Riverside Dr, Northampton, MA 01062 Zone URF36o©) Overlay District Elm St. District CB District SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Richard Hudson 393 Riverside Dr, Northampton, MA 01062 Name(Print) Current Mailing Address. p� _ 413-584-4293 "` "�'"`" fr)"`tr Telephone Signature 2.2 Authorized Agent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Na----::- r Current Mailing Address. 413-584-8844 Signature Telephone SECTION 3 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee • 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) cc 5. Fire Protection 6. Total = (1 +2 + 3 +4 + 5) $41,315 Check Number 5-Gctaj This Section For Official Use Only Building Permit Number: (319-2CZI 44237 Date Issued: Signature: i/( 7 - j(-/-20Z) Building Commissioner/Inspector of Buildings Date lhasbrouck @ northamptonma.gov info valleysolar.solar EMAIL ADDRESS (REQUIRED; CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size __.. Frontage ... Setbacks Front " " = ""' .. L. Side L: - R L: R: € Rear ' i I Building Height Bldg. Square Footage Open Space Footage % (Lot area minus bldg&paved parking) — 1 #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW Q YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q NO 0 , IF YES, describe size, type and location: i D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO Q IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House IT Addition ❑ Replacement Windows Alteration(s) Roofing n Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [ID] Decks [0 Siding [El] Other[X solar Brief Description of Proposed Work: Installation of a 14 panel roof mounted Solar Array. System Size 4.7kW DC.Also installing an 18kWh Generac battery Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing. complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Richard Hudson , as Owner of the subject property hereby authorize Valley Solar LLC to act on my ehalf, in all matters relative to work authorized by this building permit application. 05/17/2021 Signature of Owner Date l Valley Solar LLC , asOwacc/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Patrick D. Rondeau Prinf me 06/11/2021 Signature of Owner/Agent Date SECTION 8 -CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder Patrick D. Rondeau CS-1 15680 License Number PO BOX 60627 Florence, MA 01062 4/09/2025 Address Expiration Date P.-0114461 Signature Telephone 413-584-8844 9. Registered Home Improvement Contractor: Not Applicable ❑ 186338 Company Name Registration Number Valley Solar LLC 10/27/2022 Address Expiration Date PO Box 60627, Florence, MA 01062 Telephone 413-584-8844 SECTION 10-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No ❑ City of Northampton Massachusetts 4t _. I' wi ) DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street •Municipal Building 3 'r'� Northampton, MA 01060 R. Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: 393 Riverside Dr, Northampton, MA 01062 (Please print house number and street name) Is to be disposed of at: Valley Recycling. (235 Easthampton Rd, MA 01060) (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: Valley Solar. (POB 60627, MA 01062) (Company Name and Address) t Signature of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. ::,v 1/7e c ommonweaun of iviassacnuseus Department of Industrial Accidents .f ' Office of Investigations "' Lafayette City Center ,!ft 2 Avenue de Lafayette, Boston,MA 02111-1750 ' `' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Valley Solar L L C Address: 340 Riverside Dr City/State/Zip: Florence, MA 01062 Phone #: 413-584-8844 Are you an employer? Check the appropriate box: Type of project (required): 1.® I am a employer with_16 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction listed on the attached sheet. 7. ❑ Remodeling 2.D I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' p n' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.n Electrical repairs or additions officers have exercised their 11.❑ Plumbing 1-1 I am a homeowner doing all work repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0Other Solar comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Policy#or Self-ins. Lic. #: WC531 S620647011 Expiration Date: 2/1/2022 Job Site Address: 50 Musante Drive City/State/Zip: Northampton,MA 01060 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Pcl ,c,k, ' _ key-nc eya,u- Date: 03/12/2021 Phone#: 413-584-8844 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (check one): 1❑Board of Health 211 Building Department 3fCity/Town Clerk 4.1:Electrical Inspector 50Plumbing Inspector 6.DOther Contact Person: Phone#: WCONSULTING Wyssling Consulting 76 North Meadowbrook Drive Alpine, UT 84004 Scott E. Wyssling, PE, PP, CME office (201) 874-3483 swyssling@wysslingconsulting.corn May 13, 2021 Ken Trappen Advanced Solar Solutions 39650 Mallard Bass Lake, CA 93604 Re: Engineering Services Hudson Residence 393 Riverside Drive, Northampton MA 4.690 kW System Dear Mr. Trappen: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by Advanced Solar Solutions representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Advanced Solar Solutions and will be utilized for approval and construction of the proposed system. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of truss system with all chords constructed of 2 x 4 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be SPF #2 or better with standard construction components. The existing roofing material consists of a composition shingles. Photos of the dwelling also indicate that there is a permanent foundation. A. Loading Criteria Used • 117 MPH wind loading based on ASCE 7-10 Exposure Category"C" at a slope of 20 degrees • 7 PSF = Dead Load roofing/framing Live Load = 20 PSF Snow Load =40 PSF • 3 PSF = Dead Load solar panels/mounting hardware Total Dead Load=10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the Massachusetts Uniform Construction Code (2015 IBC). Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. Page 2 of 2 B. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "SnapNrack Installation Manuaf', which can be found on the SnapNrack website (http://snapnrack.com/). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for SPF #2 assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 1/2"with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed no greater than 48" o/c. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that the standard installation will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the Massachusetts Uniform Construction Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly Yours, _ 0-.-.- As 's a— , 0 Scott E. Wyssli, ., PE ' „ MA License No. 505r $- WCoNSULTING PARCEL MAP GOVERNING CODES DESIGN CRITERIA PROJECT LOCATION GPS COORDINATES:(42.3231741,-72.6673136) APPLICABLE BUILDING CODES: BUILDING OCCUPANCY: R-3 2015 INTERNATIONAL BUILDING CODE LL1 R 2015 INTERNATIONAL RESIDENTIAL CODE RISK CATEGORY: Risk Category II W 2015 INTERNATIONAL FIRE CODE ASCE 7-10 WIND SPEED:117 = 2020 NATIONAL ELECTRIC CODE EXPOSURE CATEGORY:Exposure C ~ N R SNOW LOAD:40CC w LLJ // SNOW EXPOSURE:N/A -1111 s.tea. a. oc !/ •CONSTRUCTION TYPE:VB �"e aa" 2 a .3 LLJ LL ', R Q �J n CJ 1 1\, II SCOPE OF WORK �� } .� � < , N cc 1 ROOF MOUNTED PV (SOLAR) PROJECT GRID-TIED W/ N o I BATTERY STORAGE o o 0 - ! R PROPOSED SOLAR EQUIPMENT SITE/PROJECT DETAILS W a °G -_... -I- "' QTY. EQUIPMENT DESCRIPTION/MFG/MODEL CONNECTION BACK-FED BREAKER cc—...1-` 14 MODULES Q-Cells Q. DUO BLK-G6 335 SYSTEM SIZE DC 4.690 KW ` 1 INVERTER(S) GENERAC PWRcell 7.6 X7602 SYSTEM SIZE AC 7.600 KW EXISTING DRIVEWAY • t N/A RACKING SnapNrack Ultra Rail UR-40 QTY.STRING/CKT. 2 SHEET 29 STANCHIONS Snapnrack 242-01220 L Foot ELECT.SERVICE 120/240V-1 D NUMBER SHEET TITLE Ln N/A RSD DEVICE INTEGRATED IN INV ROOF COVERING Comp Shingle z % R PV-001 COVER SHEET 1 BATTERIES Generac PWRcell 18 kWh MAX ARRAY HGT. N/A 0 _COMBINER(S) TILT 20° N-001 GENERAL NOTES o (E) MSP RATINGS 200A BUS/200A MAIN BREAKER AZIMUTH 257° PV-100R PV ARRAY LAYOUT U o PROJECT TEAM LIST S-100 RACKING LAYOUT a i S-200 SECTION ELEVATION .__I - 0 CONTRACTOR: ELECTRICAL UTILITY: O co 5 aJ c Valley Solar National Grid 5-201 ATTACHMENT DETAILS >O E v c. E. 340 Riverside Dr METER NUMBER:15850857 E-001 EQUIP.CALCULATION Florence,MA 01062 PHONE: E-002 WIRE AND COND.CALCS O= $ z t Y CONTRACTOR LIC#:21134A E-003 THREE LINE DIAGRAM d c '° I R/ �• PHONE:(413)584-8844 AUTHORITY HAVING E-100 ELECTRICAL LAYOUT = r^ Z '? �- 0 CONTACT NAME: Lilian Wanjiku JURISDICTION: P-001 STANDARD PLACARDS ,,, N cn PHONE: (413)584-8844 BUILDING: City of Northampton m La, w z NORTH PHONE: P-002 DYNAMIC PLACARDS Lo cc s o. PROJECT APN: EMAIL:jstocker@valleysolar.solar ENGINEERED BY: a R-lxx EQUIP SHEETS z Q Q a GENERAL PROJECT&JURISDICTIONAL NOTES DESIGN BY: Scott E.Wyssling Jake Stocker 76 North Meadowbrook Dr o v INSPECTION REQUIREMENTS JURISDICTIONAL&LISTING REQUIREMENTS Alpine,UT 84004 < - -o op PHONE: (413)584-8844 p N c 1. WHEN APPLICABLE A SMOKE DETECTOR,APPROVED AND LISTED BY THE d' 1. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH ALL STATE FIRE MARSHAL OR ANSI/UL 217 CERTIFIED TO NATIONAL FIRE ALARM EMAIL:jstocker@valleysolar.solar LICENSE#: 50507 m a OSHA REGULATIONS. AND SIGNALING CODE,NFPA 72 SHALL BE VERIFIED FUNCTIONAL OR INSTALLED LICENSE TYPE: Civil ' > 2 L^ N IN ALL APPLICABLE CODE REQUIRED LOCATIONS. G m 2. PENDING LOCAL JURISDICTIONAL REQUIREMENTS AND WHEN APPLICABLE PROJECT DRAFTER: PHONE: (202)874-3483 O u �" ALL ELECTRICAL ENCLOSURE DEAD FRONTS,COVERS,DOORS,ETC.SHALE BE 2. ALL APPUCABLE EQUIPMENT TO BE UL LISTED OR LISTED BY OTHER EMAIL:swyssling@wysslingconsulting.com n v OPEN AND ACCESSIBLE FOR INSPECTIONS.WHEN TRENCH AND ROOF INSPECTIONS JURISDICTIONAL AND UTILITY APPROVED ASSOCIATION OR NATIONALLY Advanced Solar Solutions ARE REQUIRED WORK SHALL BE OPEN AND ACCESSIBLE FOR INSPECTOR. RECOGNIZED ORGANIZATION. 39650 Mallard O LL 3. FULL SCOPE OF WORK SHALL COMPLY WITH ALLAPPUCABLE CODES USTED Bass Lake,CA 93604 IN GOVERNING CODES SECTION,ALL MANUFACTURES'LISTINGS,INSTALLATION INSTRUCTIONS AND SPECIFICATIONS AND JURISDICTIONAL REQIREMENTS. ADVANCED {,,. 4. REVISED PLANS WILL BE REQUIRED TO BE RESUBMITTED TO THE LOCAL SOLAR SOLUTIONS r n JURISDICTION IF THE INSTALLED ARRAY AND ASSOCIATED EQUIPMENT DOES ,x.a-,..,,a65.. .. .>.a. ,. P m� APPLY.NOT THE APPROVED BUILDING PLANS.ADDITIONAL FEES MAY ALSO PHONE:559-321-7000 YYY 'W L G 5. THE PLACEMENT OF A UTILITY PV PRODUCTION METER SHALL BE PROVIDED EMAIL info@advpermits.com o AND PLACED BY THE CONTRACTOR AS PER APPLICABLE UTIUTY OR AHJ � v t :Ai N REQUIREMENTS. HOME OWNER PROJECT LOCATION: i a ° re y Hudson,Richard v" 55/ > 393 Riverside Dr,Northampton,MA 01062 * ✓' COPYRIGHT NOTICE 1. UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT EXPRESSED CONTACT NAME: Hudson,Richard WRITTEN PERMISSION FROM THE CONTRACTOR AND ADVANCED SOLAR SOLUTIONS IS A VIOLATION OF U.S.COPYRIGHT LAWS AND WILL BE SUBJECT PHONE: ` TO CIVIL DAMAGES AND PROSECUTION. EMAIL: GENERAL NOTES:* GROUND,IN COMPLIANCE WITH NEC 250.134 AND NEC MICROINVERTER BRANCH CIRCUITS SHALL BE CONNECTED SUNLIGHT IN ACCORDANCE WITH 2020 NEC N 250.1361A). TO A SINGLE OCPD IN ACCORDANCE WITH THEIR 3/0.15(B)(3)(1)(c) LJJ PROPER ACCESS AND WORKING CLEARANCE AROUND INSTALLATION INSTRUCTIONS AND NEC 690.9 I— EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PV EQUIPMENT INCLUDING MODULE FRAMES AND OTHER EXPOSED UNGROUNDED DC PV SOURCE AND OUTPUT 0 PROVIDED AS PER SECTION NEC 110.26. METAL PARTS SHALL BE GROUNDED IN COMPLIANCE DISCONNECTS AND OCPD NOTES:* CIRCUITS SHALL USE CONDUCTORS LISTED AND IDENTIFIED z WITH NEC 690.43 AND MINIMUM GROUND _ICONDUCTORS SIZED IN ACCORDANCE WITH NEC TABLE ALL PHOTOVOLTAIC(PV)WIRE IN COMPLIANCE lfi2(1:1EC z Q PV SYSTEM COMPONENTS;INCLUDING BUT NOT LIMITED ALL DISCONNECTING SWITCHES WILL BE CONFIGURED SO re 250.122. 690.31(C)(1). PV MODULES WIRE LEADS SHALL BE LISTED a CC TO,MODULES,INVERTERS AND SOURCE CIRCUITTHAT ALL ENERGIZED CONDUCTORS WHEN DISCONNECT IS z LJJ FOR USE WITH UNGROUNDED SYSTEMS IN COMPLIANCE 0 Z COMBINERS ARE IDENTIFIED AND LISTED FOR USE IN PV OPEN SHALL BE ON THE TERMINALS MARKED,"LINE SIDE" w LL CONDUCTIVE PARTS OF MODULE FRAMES,MODULE WITH 2(T2(/AEC 690.4(Bj w I- LLJ SYSTEMS IN COMPLIANCE WITH AEC ICATIO .4 AND 690.E RACKING,AND ENCLOSURES SHALL BE GROUNDED IN (TYPICALLY THE UPPER TERMINALS) AND ALLf E,ZEC,IEEE CLASSIFICATIONS AS Lu J m REQUIREMENTS. COMPLIANCE WITH NEC 250.134 AND AEC 25(1.136(A). ALL AC DISCONNECTS SHALL BE LABELED,LOCKABLE,OF PV WIRE BLACK WIRE MAY BE FIELD-MARKED WHITE IN cc co UL2703 APPROVED MODULE AND RACK GROUNDING VISIBLE BREAK TYPE SWITCH WITH EXTERNAL HANDLE AND COMPLIANCE WITH ,4EC200.6( - 1)(61. RAPID SHUTDOWN NOTES:* ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL. w o SHALL BE USED AND INSTALLED PER MANUFACTURER'S PV MODULE CONDUCTORS LOCATED UNDER ARRAYS WILL ¢N %-I INSTALLATION MANUAL.IF £'L2703 APPROVED 0 AC DISCONNECTS SHALL BE A"KNIFE BLADE"TYPE BE SECURED IN A WORKMANLIKE MANNER IN PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDIDNG GROUNDING IS NOT USED,MODULE GROUNDING LUGS c 0 DISCONNECT.IF EXTERIOR,RATED TO NEMA 3R OR BETTER COMPLIANCE WITH AEC 110.1_ SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT MUST BE INSTALLED AT THE SPECIFIED GROUNDING LUG > Z CONTROLS SPECIFIC PV CONDUCTORS IN ACCORDANCE HOLES PER THE MANUFACTURER'S INSTALLATION PER NEC110.28 WATERPROOFING:* cc WITH 2020 NEC 690.12(4)-(n) REQUIREMENTS. ADDITIONAL AC DISCONNECTS SHALL BE PROVIDED EQUIPMENT LOCATIONS& ELECTRICAL THE GROUNDING CONNECTION TO A MODULE SHALL BE WHERE THE INVERTER IS NOT ADJACENT TO THE UTILITY ALL NEW ROOFTOP PENETRATIONS SHALL BE SEALED AND ARRANGED SUCH THAT THE REMOVAL OF A MODULE DOES AC DISCONNECT,OR NOT WIHTIN SIGHT OF THE UTILITY AC MADE WEATHER TIGHT WITH APPROVED CHEMICAL NOTES:* DISCONNECT.21J20AFC690.151:4) SEALANT AND FLASHINGS WHERE REQUIRED PER CODE N NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER AND GENERAL BUILDING AND ROOFING WORKMANSHIP Z JUNCTION AND PULL BOXES ARE PERMITTED TO BE MODULE. BOTH POSITIVE AND NEGATIVE PV CONDUCTORS REMAIN STANDARDS BY A LICENSED CONTRACTOR. Q INSTALLED UNDER PV MODULES IN COMPLIANCE WITH UNGROUNDED.THEREFORE,BOTH SHALL REMAIN OPEN o_ LID THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH U_ 0 V C 690.34. �- WHERE A DISCONNECT IS REQUIRED IN COMPLIANCE WITH ALL EXTERIOR ELECTRICAL EQUIPMENT,SHALL BE NEMA AEC690.47 AND A'E•C250.50 THROUGH VEC_50.106. Q 0 2020 NEC 69015(1)) 3R OR BETTER RATED.ALL EXTERIOR CONDUIT AND _I-.:ADDITIONAL AC DISCONNECT(S) . SHALL BE PROVIDED IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE,A CONNECTORS SHALL BE RATED FOR WET LOCATIONS. p < WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC GROUNDING ELECTRODE SYSTEM WILL BE PROVIDED IN ALL OCPD RATINGS AND TYPES SPECIFIED SHALL BE IN 2E v SERVICING DISCONNECT.2020 NEC 690.15(A) COMPLIANCE WITH NEC 250,NEC 690.47AND.4HJ. *ALL NOTES ARE AS APPLICABLE TO THIS PROJECT. 0 u o 2 COMPLIANCE WITH NEC 69(1.8.690.9, 705.12 AND 240. I- 2 ,_ n DISREGARD ANY NOTES THAT DO NOT APPLY TO THIS 0 c v E ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO PV SYSTEMS SHALL BE PROVIDED WITH DC GROUND- = o BOTH POSITIVE AND NEGATIVE DC PV CONDUCTORS ARE PROJECT. d o m m QUALIFIED PERSONNEL IN COMPLIANCE WITH NEC FAULT PROTECTION 2020 NEC 69(1.41(B) UNGROUNDED;BOTH REQUIRE OVERCURRENT ' = m o I APPLICABLE CODES. INTERCONNECTION/POC NOTES:* PROTECTION IN COMPLIANCE WITH .VEC 690.9 Y m Z LA ALL COMPONENTS ARE LISTED FOR THEIR INTENDED ARC FAULT(AFC!)DC CIRCUIT PROTECTION IS REQUIRED co w w LA w Z PURPOSE AND RATED FOR OUTDOOR USAGE WHEN ALL LOAD-SIDE INTERCONNECTIONS ARE IN COMPLIANCE FOR ALL PV SYSTEMS ON OR PENETRATING A BUILDING v Z o E Q APPLICABLE. WITH 2020 NEC 705.I2(B) WITH A MAXIMUM SYSTEM VOLTAGE OF 80 VOLTS OR C a GREATER.ALL DC PV CIRCUITS INSTALLED IN OR ON STRUCTURAL AND INSTALLATION THE TOTAL RATING OF ALL OCPD IN SOLAR LOAD CENTERS BUILDINGS WILL BE ARC-FAULT CIRCUIT PROTECTED IN 8 ' v 0 co NOTES:* SHALL NOT EXCEED THE RATED AMPACITY OF THE BUSBAR COMPLIANCE WITH NEC 690.11, I T/6996 AND SHALL BE < v 0 00 EXCLUDING THE OCPD PROTECTING THE BUSBAR IN LISTED AND LABELED IN ACCORDANCE WITH 11 1699(B). ro ' < co RACKING SYSTEM&PV PANELS MOUNTED ON A COMPLIANCE WITH NEC'05./Z(B}(Z)(3){�) r 1 E al ROOFTOP SHALL BE LISTED AND LABELED IN ACCORDANCE ALL FEEDER TAP(LOAD SIDE)INTERCONNECTIONS ARE IN WIRING & CONDUIT NOTES:* m v a WITH EL 1703 AND SHALL BE INSTALLED IN ACCORDANCE COMPLIANCE WITH 2020;1'EC 705.12(B)(21(I) 16 WITH THE MANUFACTURER INSTALLATION INSTRUCTIONS. ALL CONDUIT AND CONDUCTORS SHALL BE APPROVED THE PV SYSTEM BACK-FEED BREAKER SHALL BE INSTALLED FOR THEIR INTENDED PURPOSE INCLUDING WET ALL PV RACKING ATTACHMENT POINTS SHALL NOT EXCEED ON THE OPPOSITE END OF THE BUS BAR AND IT SHALL LOCATIONS AND EXPOSED TO SUNLIGHT.CONDUIT AND fi THE PRE-ENGINEERED MAX SPANS OUTLINED BY THE CONDUCTOR SIZE SPECIFICATIONS ARE BASED ON THE --------- ALSO BE SIZED APPROPRIATELY AS PER 2020.NEC RACKING MANUFACTURES ENGINEER OF RECORD. "O.S.12(B)(2)(3)(l)) MINIMUM CODE REQUIREMENTS AND ARE NOT LIMITED s `m TO UP SIZING. .,) viz Ln GROUNDING NOTES:* SUPPLY SIDE TAP INTERCONNECTIONS ARE IN A No 50 f I a?+ ALL CONDUCTORS SHALL BE SIZED IN COMPLIANCE WITH ^g, COMPLIANCE WITH NEC 705.12(.A) WITH SERVICE t� ' a- ca IN UNGROUNDED SYSTEMS ONLY THE DC CONDUCTORSC69(1.8. NI('690.T. �,Fs ENTRANCE CONDUCTORS IN COMPLIANCE WITH NEC:YEC N,S F. ARE UNGROUNDED AND REQUIRE AN EQUIPMENT 230.42 ALL CONDUCTORS SHALL BE DERATED AS APPLICABLE TO GROUNDING CONDUCTOR.ALL METAL ELECTRICAL ' EQUIPMENT AND STRUCTURAL COMPONENTS BONDED TO BACKFEEDING BREAKER FOR INVERTER OUTPUT IS EXEMPT THEIR RESPECTIVE ENVIRONMENT INCLUDING DIRECT a FROM ADDITIONAL FASTENING 2020 NEC 705.12(B)(5) PV AC DISCONNECT LOCATED ON ACCESSIBLE EXTERIOR WALL NOTE:ALL ELECTRICAL LAYOUT DETAILS ON SHEET E-100 2015 IFC ROOF ACCESS REQUIREMENTS WITH EXTERNAL HANDLE VISIBLE,LOCKABLE&LABELED A.THIS SHEET REPRESENTS THE SOLAR MODULE LAYOUT ON ROOFTOP. O WITHIN 10 FEET OF THE METER SHADED DASHED LINE NEAR PERIMETER OF STRUCTURE EXTERIOR IS AN APPROXIMATE REPRESENTATION OF THE EXTERIOR WALL LOCATION } B.PHOTOVOLTAIC MODULES ARE SCALED IN PLAN VIEW AND MAY NOT 5 BEAN ACCURATELY SCALED REPRESENTATION OF THE ACTUAL SCALE H AND GEOMETRY OF THE PHOTOVOLTAIC MODULE.ACTUAL PHOTO- 2 VOLTAIC MODULE DIMENSIONS ARE ON SHEET E-0O1 cC Q LU a CC C.FOR THE PURPOSE OF CLARITY,ALL ELECTRICAL LAYOUT DETAILS ARE C LOCATED ON SHEET E-100. 0 CC IL V- Q V1 1-J c > Wm a ce� mN F O CC aN 0 0� CD o r-I > > U, CL cc All Z AWIll g N CD _ O Q O PV SITE LAYOUT LEGEND 0 Q O _-- - SECTION PV ARRAY TAG ® ROOF ACCESS POINT O 1 SECTION R @ SITE ACCESS O Q: a MODULE GROUP ® N E ' GATE ACCESS O C m = OP, K L = rn 2 AZIMUTH AND TILT TABLE m z° SECTION H AZIMUTH ROOF PITCH/TILT a — SECTION-1 257 20° o , v - s a ,,ii _ _ - . rAV zaaa SECTION 1 0 2, v c -oom N o c o0 -''y J ♦ N .:I- C S. 1 'j� " SQUARE FOOTAGE CALCULATIONS ' o a w :L• i„„, LL kv?L v, : ROOF REFERENCE SQUARE FOOTAGE 40 5i. i EXISTING ROOF 1454 1, 4' c '5 SECTION-1 270 0 VI T N TOTAL PERCENTAGE 18.57% > *EXISTING DIMENSIONS ARE APPROX. CONFIRM ALL DIMENSIONS SHOWN QTY 14 Q-Cells Q.PEAK DUO BLK-G6 335 MODULES QTY 1 GENERAC PWRcell 7.6 X7602 INVERTER NORTH SCALE:1/8"=1'0"@ SHEET SIZE A3 i SHEET NOTES I— A.FOR MANUFACTURED PLATED WOOD TRUSSES AT SLOPES OF FLAT TO 6:12,THE HORIZONTAL ANCHOR SPACING SHALL NOT 0 EXCEED 4'-0"AND ANCHORS IN ADJACENT ROWS SHALL BE STAGGERED.UNLESS NOTED OTHERWISE PER RACKING Q MANUFACTURER CERTIFIED ENGINEERED PRODUCT AND LOCAL __IREQUIREMENTS. UI cC CL Z B. ANCHORS ARE ALSO KNOWN AS`STAND-OFFS,""MOUNTS, cc OR"STANCHIONS."HORIZONTAL ANCHOR SPACING IS ALSO 0 Y KNOWN AS`CROSS-SLOPE"OR"EAST-WEST"ANCHOR yWj r U SPACING.MAXIMUM HORIZONTAL ANCHOR SPACING SHOWN <— Q — IN DETAIL UNLESS NOTED OTHERWISE PER RACKING J co cC MANUFACTURER CERTIFIED ENGINEERED PRODUCT AND LLJO CC LOCAL REQUIREMENTS.SEE vl "TABLE OF DIMENSIONS"EACH SECTION DETAILED FOR .--1 HORIZONTAL ANCHOR SPACING. NJ w O N C. SEE SHEET S-200 FOR SPECIFIC RACKING COMPONENT Q N O MANUFACTURERS. 0 O Ln N w H / PV RACKING LEGEND� __ _ I ROOF RACKING RAIL E1 ROOF RACKING RAIL SPLICE ' 4 { ROOF RACKING SECTION PV ARRAY TAG STANCHION W/ SECTION 4 7:� RETROFITFLASHINGMODULEGROUP Z �� € DETAILS IN TOP VIEW I/ _ EXISTING ROOF CONSTRUCTION U7 i��7 COMPONENT TYPEROOF STRUCTURALPre-En RoofTrusses24"O.C._ air g• / —�/[I/ 24MAXOC��-7RNGhingRACKING MAX PSF 3.15 PSF (]W/' -' RACKING BILL OF MATERIALS(BOM)7 .4I B7 ICOMPONENT QTY MODEL LENGTH = OI Z PV RAIL 1� � PVRAILSPLICES V) Ml7 pA 7:7 PVRAll2 PVRAILSPUCE2 RAILTOROOF < < _ ATTACHMENT Q• > `^r-5" F i a c a- — ^ rn v 1111 o V. ' 1.1 I NO / /�( VrT a ,L . t0 ss, 0 w T 01 i7 i' `EXISTING ROOF DIMENSIONS ARE APPROX. MarCONFIRM ALL DIMENSIONS SHOWN 5a 4, QTY 14 Q-Cells Q.PEAK DUO BLK-G6 335 MODULES QTY 1 GENERAC PWRcell 7.6 X7602 INVERTER NORTH SCALE:1/8"=1'0"@ SHEET SIZE A3 1 MANUF TRUSS/TRUSS-PORTRAIT SCALE:NTS 2 MANUF TRUSS/TRUSS-LANDSCAPE SCALE:NTS SHEET NOTES N A. THESE NOTES APPLY TO PRE-ENGINEERED PLATED TRUSSES. Z 2 3 •IF BLOCKING REQUIRED 2 3 •IF BLOCKING REQUIRED Q B. THE ROOF STRUCTURE CONFORMED TO BUILDING CODE I- S-201 5-201 REQUIREMENTS AT THE TIME IT WAS BUILT. Q C. THE ROOF SHEATHING IS AT LEAST 7/16"THICK ORIENTED . L P STRAND BOARD OR PLYWOOD.1X SKIP SHEATHING IS J 12 PV 1 12 V j ACCEPTABLE. K LL RISES ., o©" 1 RISEv S-201 .a,, _ \ 0 ,% 5-201 - •"".,,T �- © D. THE SOLAR ARRAY DISPLACES ROOF LIVE LOADS(TEMPORARY Z _ •A. OQ / CONSTRUCTION LOADS)THAT THE ROOF WAS ORIGINALLY CC O Q `rram DESIGNED TO CARRY y` \ © / "" rs/� \ DES G to 1- V D't ~,� I \- •P - __ I ; E. IF THE ROOF COVERING IS SHINGLES;IT SHALL HAVE NO MORE <VI H `' ~_4 - +" �� PRE-ENGINEERED 02 '4 _' / �-�' PRE-ENGINEERED THAN LAYERS.(SHOWN) m LP) 02 ., 11 �" FRAMING @ 3 FRAMING @ Lu '"•t O2 F. IF ROOF COVERING B TILE;ITS A SINGLE LAYER.ALL TILES ON 03 _ APPROX.24"O.C. I4„MA D3 �, "'"`"""x APPROX.2d"O.C. PLANE OF PV COMPONENTS ARE SECURE. 02 °`""`."",„,,, "STAGHEN NOT 02, 1• 1 n"*•-,,,�„"• (NOT SHOWN IN DETAIL) NN :�L .._.______ .1[: ��:.�.'.i_...___.. �u1 ___...._. .... 1Vp__..._,._:.r:...........___ ._.._.._.._ _....._...... ~�`� G. DETERIORATION OR (STRUCTURALLY SOUND,WITHOUT I- C'ERfO r,- •� %V SIGNS OF ALTERATIONS OR SIGNIFICANT STRUCTURAL < O H1 OH1� Ln O „/— H. THE PV MODULES ARE PARALLEL WITH THE ROOF SURFACE. 1 I. THERE ISA 2"TO 10"GAP BETWEEN UNDERSIDE OF MODULE > ••COMP SHINGLE ROOF IN EXAMPLE.SAME ATTACHMENT FOR STANDING SEAM METAL ROOF APPUES. ••COMP SHINGLE ROOF IN EXAMPLE.SAME ATTACHMENT FOR STANDING SEAM METAL ROOF APPU ES. AND THE ROOF SURFACE.(SEE TABLE OF DIMENSIONS"Hl") K I. UPSLOPE ANCHOR SPACING MAY VARY FROM LISTED TABLES. _ STANCHIONS CAN BE PLACED NO CLOSER THAN 24"O.C. TABLE OF DIMENSIONS TABLE OF DIMENSIONS K. DETAILS SHOWN ARE A REPRESENTATION OF EXISTING ROOF CONDITIONS.ACTUAL FIELD CONDITIONS MAY VARY.DETAILS ARE SHOWN FOR DIAGRAM USE ONLY.REFER TO TABLES FOR DIM COMPONENT DIMENSIONS DIM COMPONENT DIMENSIONS DIM COMPONENT DIMENSIONS DIM COMPONENT DIMENSIONS DESIGN CRITERIA. N H1 PV MODULE HGT.ABOVE ROOF 3"-6"TYP RISE ROOF PITCH 20" Hl PV MODULE HGT.ABOVE ROOF 3"-6"TYP RISE ROOF PITCH 20" L ALL PLUMBING AND ROOF VENTS SHALL NOT BE OBSTRUCTED QZ OH1 OVERHANG IN THIS AREA 24" MAX RAFTER SPAN ENGINEERED TRUSS OH1 OVERHANG IN THIS AREA 24" MAX RAFTER SPAN ENGINEERED TRUSS BY PV MODULES AND EQUIPMENT. J 0- N M. UPSLOPE ANCHOR SPACING UPSLOPE ANCHOR SPACING p V ri 01 RAIL OVERHANG 17.12" D3 STANCHION O.C. 34.5" 01 RAIL OVERHANG 10.15" D3 STANCHIONO.C. 20.55" 5C C D2 STANCHION O.C. 34.25" D4 MIN./MAX.STANCHION O.0 02 STANCHION O.C. 20.3" D4 MIN./MAX.STANCHION O.C. J .a Q ro 3 STANCHION DETAIL SCALE:NTS 4 STANCHION SPACING DETAIL !SCALE:NT. PV RACKING LEGEND• O u v S •..- - 0 'z a a, E 2'-O" I ROOF RACKING RAIL 0 = v 4'"0�� I ROOF RACKING RAIL SPUCE = v2i DC L TIP. MAX tK tiF -,,Ni = m z ROOF RACKING SECTION PV ARRAY TAG I +`^$T f o STANCHION W/ SECTION# r I MODULE GROUP Y el / /'� / / W .L r„ RETRO FIT FLASHING ` 0 .. N 14 r-, r-, r I '" s' .r 'DETAILS IN SECTION OR SIDE VIEW FE, 2 K `& 1 i i I�• , ❑, r ®� .o\,T • ~ EXISTING ROOF CONSTRUCTION ' z o p © m -e,--- _ x, Q Q ('�V' _J _J L_J F�`.5`/ L , . COMPONENT TYPE `;J ��----- MEAN ROOF HGT MAX 25' Q N ROOFING COVERING Comp Shingle Q O I 0 28 TABLE OF COMPONENTS ran '7, a ao N \ O f-1 7-1 -7 ® COMPONENT MODEL N y m ' 0 icJi 1 PV RAIL TYPE 1 uRre nail ua 4o a c aL_J _J t» `1 ` `,� O _ 2 PV RAIL SPUCE TYPE 1 PER RAIL MANUFACTURER O 3 PV RAIL TYPE NOT USED LL Vr_, I-_, 4 PV RAIL SPLICE TYPE 2 PER RAIL MANUFACTURER i i .' i©+• III .., 5 STANCHION 242-01220 L Foot ® �_J L_J L_J ___ 6 FLASHING L-Foot Flashing 7 MID CLAMP PER RAIL MANUFACTURER 8 END CLAMP PER RAIL MANUFACTURER O (E)FRAMING @ to ASSUMED 24"O.C. >' Iv TYPICAL PARTS LIST Q i s, ® ^❑j _ ❑ �, > xi ITEM QTY PART NUMBER DESCRIPTION 4, 1 1 242-92266 SNAPNRACK,UMBRELLA LAG,TYPE 3,4IN,SS 2 1 242-01219,242-01220 SNAPNRACK,ULTRA FOOT FOR U FLASHING,SILVER/BLACK - _ -- - - 1?' 3 1 232-01375,232-01376 SNAPNRACK,COMP FLASHING,9IN X 12IN,SILVER/BLACK ALUM / / .- / / / 5„, 1 STANCHION ATTACHMENT DETAIL WITH FLASHING SCALE:NTS 2 RAIL SPLICE DETAIL-HORIZONTAL RAIL SCALE:NTS SHEET NOTES 1. A MINIMUM OF(1)S/16"DIAMETER LAG SCREWS WITH 2.5' Q I EMBEDMENT INTO THE RAFTER USED,OR THE ANCHOR OD 0 0 FASTENER MUST MEET THE MANUFACTURER'S ENGINEERING. LL 2. ADHERE TO RACKING MANUFACTURERS INSTALLATION 0 INSTRUCTIONS PERTAINING TO CANTILEVER. F- i- - W Lu 2 MODULE END PV MODULE, r--7 O I CLAMP BY OTHERS ._ IllY 1 F- Q SNAPNRACK I I I w m I- ULTRA RAIL L-FOOT L J CO R Q 5/16"-18 X 2-1/4" SNAPNRACK COMP STAGGER STANCHIONS WHERE POSSIBLE. '.I SEE SHEET"S-100"FOR: o SS HCS BOLT UMBRELLA FLASHINGS a N HORIZONTAL ANCHOR SPAN SPACING. ll (E)FRAMING O TYPICAL On N r SPACING VARIES - k - r--- > N (E)ROOF SHEATHING =S ' IHI ---- oo a. cc /DECKING I i ❑ i 1 ❑ 1 _-_J L-_-J -LL-J ALL ANCHOR LAGS TO BE MINIMUM 2-1/2" (E)FRAMING MEMBER PV RACKING LEGEND N EMBEDMENT INTO FRAMING MEMBERS �_ I I ROOF RACKING RAIL Q 2/3"OF TOTAL SPAN MAX O ROOF RACKING RAIL SPLICE RAIL MANUFACTURER N 1/3"OF TOTAL SPAN MAX RAIL SPLICE KIT O ROOF RACKING SECTION PV ARRAY TAG 0o STANCHION W/ SECTION k 0 o SEE"S-100/TABLE OF COMPONENTS" RETRO FIT FLASHING 1 MODULE GROUP ~ Q "MODULES SHOWN PORTRAIT IN EXAMPLE J 2 •DETAILS IN SECTION OR SIDE VIEW 0 ro u O O 3 RAIL EXTENSION DETAIL SCALE:NTS 4 NOT USED SCALE:NTS 0 • 3 -' I— v O = E 0 I c o I I I v, *CC L I I 1 d -CS m' t L: ❑ ❑ ` 3 01 O I I 5 = m Z ..--J L--J _ N H O wWC Q G CC CC Z 1 EXTENSION OF RAIL 1/3 z < < a RAIL OR STRUT f CANT.—s ., r,l v CONNECTIONS TO MEET MAX r_, r---I o co WEIGHT REQ.OF EQUIPMENT — FP c o 4 Q CO ROOF TOP L--J L-__J N > 6 CONDUIT IDCBI N o m m mt C V AND/OR i i1. m v IDCI Ii I . 8 LI 4,44,44 I I:co ,, : 0 : 0•'V",A4. COMPONENT+ i 1 I r*. ' .: " 2"FROM SIDE L--J L--J 2'iv OF MODULE M or ,� Z No y r 1 r--7 1 I I •MODULES SHOWN PORTRAIT IN EXAMPLE 10 I I I 0 0 ••RAILING SHOWING IN VERTICAL IN EXAMPLE L--J L--J 0 PV MODULE#1 SPECIFICATIONS DC COMBINER/DISCONNECT#1 STRING INVERTER#1 SPECIFICATIONS AC DISCONNECT#1(IF APPL.) (r) MANUFACTURER Q-Cells MANUFACTURER MANUFACTURER GENERAC MANUFACTURER Eaton Z MODEL NUMBER Q.PEAK DUO BLK-G6 335 MODEL NUMBER MODEL NUMBER PWRcell 7.6 X7602 MODEL NUMBER DG222URB 0 WEIGHT 43.9 lbs OCPO(DISCONNECT TYPE) QUANTITY 1 INVERTER(S) QUANTITY 1 IAC DI5C0.(5) J DIMENSIONS 68.5 x 40.6 x 1.3 L"xW"xD"/THICK WEIGHT lbs NOMINAL POWER RATING 7600 WATT AC DISCONNECT DEVICE TYPE Non-Fusible PEAK POWER @ STC(Pmax) 335 WATTS NEMA RATING WEIGHT 62.7 lbs. RATED OPERATIONAL VOLTAGE 240 VOLTS F U Voc(OPEN-CIRCUR VOLTAGE) 40.41 VOLTS DC LOCATION OF COMPONENT DC INPUT RATED CURRENT 60 AMPS W Q Vmp(MAX-POWER VOLTAGE) 33.62 VOLTS DC DC INPUT Max INPUT DC VOLTAGE 420 VOLTS DC NUMBER OF POLES 2 P Q. — isc(SHORT-CIRCUIT CURRENT) 10.47 AMPS SERIES FUSE RATING FOR PV MODULES AMPS(OCPD) Min.MPPT VOLTAGE RANGE 360 VOLTS DC - NEMA RATING 3R _ O N U imp(OPERATING CURRENT) 9.97 AMPS QUANTITY OF PV SOURCE CIRCUITS Q FUSE RATING N CITY Max.MPPT VOLTAGE RANGE 420 VOLTS DC N/A AMPS Lai MFR.Voc TEMP COEFFICIENT -0.27 9G/K MAX PV MODULE Voc VOLTS DC Max INPUT CURRENT 20 AMPS TOTAL INPUT CURRENT 32 AMPS Q 1.- CC 2 CC MAX SERIES FUSE RATING 20.0 AMPS MAX#OF MODULES IN CIRCUIT QTY MPPT QTY 2 w LJJ TEMP.CORRECTED Voc 45.26 VOLTS DC MAX ALLOWED INPUT VOLTAGE, pc-.I-. VOLTS DC INTEGRATED DC DISCONNECT Yes AC DISCONNECT#2(IF APPL-) - - COMPLY W/NEC 690.17 ,y MAX INPUT FUSE/BREAKER RATING AMPS INTEGRATED AC DISCONNECT NO MANUFACTURER N DC/DC OPTIMIZER(IFAPPL.) DC OUTPUT AC OUTPUT MODEL NUMBER Q N MAX CIRCUIT OUTPUT CURRENT AMPS NOMINAL VOLTAGE OUTPUT 240 VOLTS AC QUANTITY IAC DISCO.(S) 0.-I MANUFACTURER-. _ __ Generac MAX CONT.OUTPUT CURRENT AMPS MAX.AC APPARENT POWER 7600 WATTS DISCONNECT DEVICE TYPE C CD MODEL NUMBER PV Link APKE00010 MAX OVERCURRENT PROTECTION(OCPD) 40 AMPS RATED OPERATIONAL VOLTAGE VOLTS I WEIGHT 7.3 lbs DC COMBINER/DISCONNECT#2(IF APPL.)- w RATED OUTPUT ixMAX.OUTPUT CURRENT 32 AMPS-MAX RATED CURRENT AMPS LU 8 AMPS MANUFACTURER — - - - - w CC MAX OUTPUT VOLTAGE 420 VOLTS MODEL NUMBER STRING INVERTER#2 SPECIFICATIONS(IFAPPL) NUM NEMA RATTING P MAX INPUT VOLTAGE Voc 420 VOLTS OCPD(DISCONNECT TYPE) MANUFACTURER FUSE RATING AMPS WEIGHT lbs MODEL NUMBER TOTAL INPUT CURRENT AMPS BATTERY SPECIFICATIONS NEMA RATING QUANTITY INVERTER(S) LOCATION OF COMPONENT NOMINAL POWER RATING WATT AC N Specification Units DC INPUT WEIGHT lbs. AC SUB-PANEL#1 (IF APPL-) Z SERIES FUSE RATING FOR PV MODULES AMPS(OCPD) DC INPUT NEW OR EXISTING Generac PWR Ce1l18 - d Usable Energy 18.0 kWh QUANTITY OF PV SOURCE CIRCUITS QTY Max INPUT DC VOLTAGE VOLTS DC MAKE/MODEL ID MAX PV MODULE Voc VOLTS DC Min.MPPT VOLTAGE RANGE VOLTS DC TYPE OF PANEL V O Power:Rated Continuous 6.7 kW - :Cr O MAX#OF MODULES IN CIRCUIT QTY Max.MPPT VOLTAGE RANGE VOLTS DC NUMBER OF POLES P Power:60 minutes 9.0 kW . r— Po Power:2 minutes 50 MN MAX ALLOWED INPUT VOLTAGE VOLTS DC Max INPUT CURRENT AMPS NEMA RATING O N G REbus Voltage:Input/Output 360-420 VDC MAX INPUT FUSE/BREAKER RATING AMPS MPPT CITY BUSS BAR RATING AMPS > t W C Round-Trip Efficiency 96.5 % DC OUTPUT INTEGRATED DC DISCONNECT SUB-PANEL MAIN BREAKER AMPS CD, U G Operating Temp.Range r 14-122,(-1050) "F.("C) COMPLY W/NEC 690.17 MAX CIRCUIT OUTPUT CURRENT AMPS INTEGRATED AC DISCONNECT MAIN SERVICE PANEL P.O.C.BREAKER AMPS • N Recommended Temp.Range 41 104,(540) °F,(°C) - O > CO MAX CONT.OUTPUT CURRENT AMPS AC OUTPUT SUM OF EXISTING CIRCUIT BREAKERS AMPS = N CC t Maximum Installation Altitude 9834,(3000) ft,m _ _ - NOMINAL VOLTAGE OUTPUT VOLTS AC MAX ALLOWABLE SOLAR CURRENT AMPS - cn 0 t Dimensions _.._. sa x zz x i0(7725 x s6a x 235) In,(mm) X cn Z Battery Modules 6 _ DC COMBINER/DISCONNECT#3(IFAPPL-) MAX.AC APPARENT POWER WATTS PVBACKFEEDBREAKER#1 AMPS(Imes) 3 Module Voltage 46.8 VDC MAX OVERCURRENT PROTECTION(OCPD) AMPS PV BACKFEED BREAKER#2 AMPS(Imax) Y MANUFACTURER • Vf w Weight(Li ion module) 55, N (25) Ib,(kg) O V1 MODEL NUMBER MAX.OUTPUT CURRENT AMPS-MAX PV BACKFEED BREAKER#3 AMPS(Imax) w W PV BACKFEED BREAKER#4 AMPS(Imax) • < 0 Q o_ Weight(Enclosure) 111,(50) lb.(kg) tC cc cc Weight(Installed) 441,(200) ti,(kg) OCPD(DISCONNECT TYPE) < Z Q Q Q un_.._..onPrrooco._............__.......__.._....DC.._....._......................._..................._. AC COMBINER#1(SOLAR LOAD CENTER) Communication Protocol REbus DC Nanogrid^' - WEIGHT lbs Q Q UL9540,UL1973.UL1642 NEMA RATING • MAIN SERVICE PANEL(IF APPL.) Compliance MANUFACTURER --- CSA-22.2 LOCATION OF COMPONENT NEW OR EXISTING EXISTING p` 1.4 ki7 M. MODEL NUMBER Warranty Electronics 10 Years DC INPUT RATED OPERATIONAL VOLTAGE VOLTS ELECTRICAL SERVICE 120/240V Single Phase < . 2 1 Warranty:Limn Modules 10/7.56 Years/MWh"'-'- SERIES FUSE RATING FOR PV MODULES AMPS(OCPD) RATED CURRENT AMPS BUSS BAR RATED CURRENT 200 AMPS m ._ p Q et m QUANTITY OF PV SOURCE CIRCUITS QTY NUMBER OF POLES P MAIN BREAKER RATED CURRENT 200 AMPS N > 2 MAX PV MODULE Voc VOLTS DC NEMA RATING SUM OF EXISTING CIRCUIT BREAKERS AMPS N O u ,..I MAIN BREAKER SIZE AMPS MAX ALLOWABLE SOLAR CURRENT 100% 0 AMPS v ' MAX#OF MODULES IN CIRCUIT QTY W C MAX ALLOWED INPUT VOLTAGE VOLTS DC TOTAL INPUT CURRENT AMPS MAX ALLOWABLE SOLAR CURRENT 120% 40 AMPS(Imax) O MAX INPUT FUSE/BREAKER RATING AMPS NUMBER OF BRANCH CIRCUITS CIRCUITS PV BACKFEED BREAKER#1 40 AMPS(Imax) w DC OUTPUT __ _ __ PV BACKFEED BREAKER#2 AMPS(Imax) MAX CIRCUIT OUTPUT CURRENTI AMPS AC COMBINER #2 (SOLAR LOAD CENTER) PV BACKFEED BREAKER#3 AMPS(Imax) MAX CONT.OUTPUT CURRENT AMPS ------ -- - - - MANUFACTURER PV BACKFEED BREAKER#4 AMPS(Imax) a- MODEL NUMBER ALT.ENERGY BACKFEED BREAKER(IF APPL.) AMPS(Imax) RI RATED OPERATIONAL VOLTAGE VOLTS I0 RATED CURRENT AMPS 2.. PV SYSTEM MAXIMUM VOLTAGE(MODULE Vocto NUMBER OF POLES P °' A DATA SOURCE SOLARABCS.ORG/ABOUT/PUBLICATIONS/REPORTS/EXPEDITED-PERMIT/MAP/ NEMA RATING > TEMP CORRECTED TEMPERATURE MAIN BREAKER SIZE AMPS STC MFR.PM EXTREME MIN. CORRECTED MODULE Voc CORRECTED • TOTAL INPUT CURRENT AMPS TEMP.['C I TEMPERATURE TEMPERATURE COEFFICIENT FORMULA TEMP. [VDC] OPEN CIRCUIT tr. ['C] [-07196/0•100 COEFFICIENT VOLTAGE NUMBER OF BRANCH CIRCUITS CIRCUITS J., -20 -. 25 = -45 * -0.27% = 0.12 + 1 1.12 * 40.41 = 45.26 lit City of Northampton Massachusetts - *.- �s . t DEPARTMENT OF BUILDING INSPECTIONS 4 . p 212 Main Street •Municipal Building r ri ` --- � Northampton, MA 01060 p�'l�j -i %yl't Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: 393 Riverside Dr, Northampton, MA 01062 (Please print house number and street name) Is to be disposed of at: Valley Recycling. (235 Easthampton Rd, MA 01060) (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: Valley Solar. (POB 60627, MA 01062) (Company Name and Address) A Signature of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed.