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17A-101 (2) 19 GRANDVIEW ST BP-2018-1320 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A- 101 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-2018-1320 Project# JS-2018-002337 Est.Cost:$34000.00 Fee $75.0o PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: TRINITY SOLAR 104144 Lot Size(sp.ft.): 12501.72 Owner: LAROCHELLE PETER C&ROBIN M Zoning, RI(100)/URA(100)/ Applicant: TRINITY SOLAR AT: 19 GRANDVIEW ST Applicant Address: Phone: Insurance: 32 GROVE ST (508) 577-33910 WC PLYMPTONMA02367 ISSUED ON:6/15/2018 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR 10.03 KW 34 PANELS 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: FeeType: Date Paid: Amount: Building 6/14/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner SO lay' Department on only City of Northampton Status of Permi Building Department Curb CWDrivewtyPertnd 212 Main Street SeaerfSepfic Availability Room 100 Wats~Avail®bflfty Northampton, MA 01060 Two Sets of Structural Plans phone 413-567-1240 Fax 413-587-1272 PIOHSits Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 19 Grandview St Map 1-7/4— Lot f I Unit Florence, MA 01062 Zane Overlay Distad Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Peter Laroehelle 19 Grandview St Name(Print) Current Mailing Address: 413-584-2935 See attached Telephone Signature 2.2 Authorized p nt: Neil Greene ` 42 Firglade Ave,Springfield,MA,01108 Name(Prot) Cunent Mailing Memos: 413-203-9088 Signatu Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by Whrlit applicant 1. Building 10000 (a) Building Permit Fee 2. Electrical 24000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 34000 Check Number This Section For Official Use Only Date Building Permit Number Issued: l Signatu B Building issipner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This...w is,filled in by Building Dgxmimmt Lot Size Frontage Setbacks Front Side L: R: L.". R: Rear Building Height Bldg.Square Footage Open Space Footage (l.ot en;a norm bldg&paved '. #of Parking Spaces Fill: ,. . volame&t .mon A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page i and/or Document#. B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the constructon activity disturb(Gearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O 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 ❑ Addition ❑ Replacement Windows Alteration(s) E] Roofing Q Or Doors D AccessoryBldg. ❑ Demolition ❑ New Signs [OI Decks ID Siding[E3] Other[❑] Solar Brief Description of Proposed Work: Install 10.030kw solar on roof.Will not exceed roof panels,but will add 6'to mof height.34 panels. Alteration of existing bedroom_Yes x No Adding new bedroom Yes x No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet so, 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 fl.of wetlands? Yes No. Is construction within 100 yr. floodplain_Yes No I. 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 Please sce attached as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Neil Greene as Owner/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 nalties of pery. Neil Greene Pms Name 6/82018 Signature of Owner/Agent Dale SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name f License H I - Nal Orecnc 104144 License Number 43Flralede Ave,S gfield,MA,O 11 3/1M020 Morass Expiration Date 03-90 8 Signature Tel ep one 9.R Not Applicable ❑ 70355 Co parry Name Registration Number Trinity Hearing&Air Inc DBA Trinity Solar 10/11/2018 Address Expiration Dale 20 Patterson Brook Road Unit 10,West Wareham,MA 02576 Telephone 413-203-9088 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§26C(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 pennit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 1083.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person whostructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work Performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste 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. Address of the work: 19 Grandview St The debris will be transported by: Alternative Recycling The debris will be received by: Alterna8ve Recycling Building permit number: i Name of P it Ap licant Trinity Solar- Neil Greene Date 6114/2018 Signature o i Applicant ��/ ECTOR E n 8 1 n E E R s VSE Project Number:U1982-0683-181 June 8,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: Peter Larochelle Residence: 19 Grandview Street,Northampton,MA 01062 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category:11 Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existing Roof Structure Roof structure:2x6 rafters @ 18"O.C,Rl:2x6 rafters @ 16"O.C. Roofing material:composite shingles Roof slope:R3:34-, 111:14° Connection to Roof Mounting connection:(l)5/16'lag screw w/min.2.5"embedment into framing at max.72"O.C.along rails Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The weight of the solar array is 2.75 psf or less. In the area of the solar array,other live loads will not be present or will be greatly reduced (Massachusetts State Building Code (780 CMR Chapter 16, 9th Edition (2015 iBC)), Section 1607.12.5). The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The gravity loads in the area of the solar array are decreased; thus, the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)9901776/www.vectorse.com VSE Project Number: U1982-0683-181 E C T O R Pete Lazochelle Residence 6/8/2018 E n O I n E E R 8 The solar array will be flush-mounted(no more than 6' above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this Inver be found. Connections to existing roof framing must be staggered,except at army ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC /� I pl ROVER T. A 06/08/2018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2018 Principal Enclosures RTA/abm 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com � JOB NO.: U1982-0683-181 YECTOR SUBJECT: WIND PRESSURE riainE PROJECT: Peter Larochelle Residence Com --ants and Claddino Wind Calculffiions Label: Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C '°" nsv Risk Category: II ]rid > ,+. ' I ",. ADDITIONAL INPUT&CALCULATIONS: Height of Roof, In [ft]:r. FIgure imate) Comp/Cladding Location: Jit g . Enclosure Classification: `'xr', ut,�' >,1' Zone 1 GCp: 30.4-2C (enter largest abs. value) Zone 2 GCp: (enter largest abs. value) Zone 3 GCp: (enter largest abs. value) a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 K#: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 (largest abs. value) OUTPUT: I p=qn GCy — GCa; Equation 30.9-1 Zone 1 Pressure, p [psf]: 28.2 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 33.8 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 33.8 psf(1.0 W, Corner Zones*within a) (a= 3 ft) E C T O R JOB NO.: D 1 SUBJECT: CONNECTION E rI O I m E E R 9 PROJECT: Peter Larochelle Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]: --4; Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. (0.6 Wind) Tributary Area Max. Uplift Embedment' [in]: ' (psf) Width (ft) (ft) Force(Ibs) Grade: Zone Capacity[lbs/in]: NDS Table 12.2A 1 16.9 --::_;. 16.5 279 Number of Screws: 2 20.3 16.5 335 Prying Coefficient: 1.4 3 20.3 11.0 223 Total Capacity [Ibs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2. 'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). ��/ E CTO R JOB NO.: U1982-0683-181 SUBJECT: GRAVITY LOADS E n a I n E E R a PROJECT: Peter Larochelle Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 Composite Shingles 2.4 1.21 2.0 psf 1/2" Plywood 1.2 1.21 1.0 psf Framing 0.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E 8 Misc 0.0 psf DL 4 psf PV Array DL 3 psf ROOF LIVE LOAD(Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] " Massachusetts State Building Code(780 CMR Ch w/Solar Panel SNOW LOAD(S): Existing Array Roof Slope [x:12]: Roof Slope [°]: M34t34Snow Ground Load, p9 [psf]: ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10, Table 7-2 Exposure of Roof: ASCE 7-10, Table 7-2 Exposure Factor, Ca: ASCE 7-10, Table 7-2 Thermal Factor, Ct: ASCE 7-10, Table 7-3 Risk Category: ASCE 7-10,Table 1.5-1 Importance Factor, Is: ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pr[psf]: ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 .. Unobstructed Slippery Surface? ... . ,. ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-21b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cg: 1.00 0.60 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 21 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 21 Fmfi�r9 VECTOR , o....GlkAI ) (�) a JOB NO.: utee2nsa3-tet E fl p fl E E R 9 WFW PROJECT: Peter Lam belle ResiEen� SUBJECT: BEAMS LOMTyyn: 3nox LNe y Caal LVrs o) LVLoolaif) zFw Roof 35 p J CRIMRIAM Gn aL wL(tv)neoI Solar 2B Alauaa) 1p ]NI nx B 2441 NO C BW BW susa PdM Gun) Gu qus M]1 MOI g LW Cead SE sl) Roo! Flow -." Lt Sder POM y QA Lpa] Loaf Mm.. Myr, V,,,e V.a. qL GNy, CONO (CgNO GLS Lenglb TnE Trio Trio Lm] Loeo Loaf ^y 'a' 'Gu 'Ga label 'L'(M1) (X) (fl) (A) IWO (W9 Fmn m (b) (Ib) (lb) mLin 5re G Co 4,v R(Ib) k(lb) (RJb) (XJb) (lb) (lb) (in) (in) 'C) 'C) Cmb oxk Rml-3 11 1S 1.1 1 SPFM3 35 1.15 1.15 130 350 350 881 9f8 320 550 0]19 1.100 0338 05W 1.O1M Roal.t 11.5 1.51I I 3.Tl I I I im 1.15 1.15 t30 3R3 333 9E5 918 298 550 p.]50 1.150 8380 05]5 OBBM REMOTE SITE ASSE55MENT RESULTS I PBWEREB BT V hrC TI 17 I L)' I M,^ nesis MODULE WATTAGE USED. 295 e A ' e ��/ ECTOR E rT O 1 n E E R 5 VSE Project Number:U1982-0683-181 June 8,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: Peter Larachelle Residence: 19 Grandview Street,Northampton,MA 01062 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,911 Edition(2015 IRC)) Risk Category:II Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existine Roof Structure Roof structure:2x6 rafters @ 18"O.C.,Rl:2.6 rafters @ 16'O.C. Roofing material:composite shingles Roof slope:R3:34°, 111:14" Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.6'embedment into framing at max.72"O.C.along rails Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The weight of the solar army is 2.75 psf or less. In the area of the solar may,other live loads will not be present or will be greatly reduced (Massachusetts State Building Code (780 CMR Chapter 16, 9th Edition (2015 IBC)), Section 1607.12.5). The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The gravity loads in the area of the solar may are decreased; thus, the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition are met and the structure is permitted to remain unaltered. 651 W. Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990.1775/F(801)990-1776/www.vectorse.com VSE Project Number. U1982-0683-181 E C T O R Peter Larochelle Residence 6,8/2018 E n O I n E E R S The solar array will be Flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar army to the existing roof against wind(uplift), the governing load case. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at army ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions, site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar army. VECTOR STRUCTURAL ENGINEERING,LLC 0/ I tM � RO.OER T. A 06/08/2018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2018 Principal Enclosures RTA/abm 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1982-0683-181 ��/ ECTOR SUBJECT: WIND PRESSURE n c3 i n r= E R S PROJECT: Peter Larochelle Residence Components and Cladding Wind Calculations Label: R4* Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: 11 w ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h IN (Approximate) Comp/Cladding Location: Enclosure Classification: Zone 1 GCP: Figure 30.4-2C (enter largest abs. value) Zone 2 GCP (enter largest abs. value) Zone 3 GCP (enter largest abs. value) as 9.5 Table 26.9-1 z, [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 K,: 1 Equation 26.8-1 K,: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.2 Equation 30.3-1 GCpi: 0 Table 26.11-1 (largest abs. value) OUTPUT: I p=q,[(GC,) Equation 30.9-1 Zone 1 Pressure, p[psf]: 28.2 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p[psf]: 33.8 psf(1.0 W, End Zones*) Zone 3 Pressure, p[psf]: 33.8 psf(1.0 W, Corner Zones*within a) (a= 3 ft) ��lECTOR UBNO.: CONNE CONNECTION SUBJECT: CONNECTION E n D I n E E R 9 PROJECT: Peter Larochelle Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: >v Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Tdb. Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: (psf) Width (ft) (ftp) ForceIbs) Grade: " -,;:. Zone Capacity [Ibs/in]: NDS Table 12.2A 1 16.9 16.5 279 Number of Screws: 2 20.3 16.5 335 Prying Coefficient: 1.4 3 20.3 _ 11.0 223 Total Capacity[Ibs]: 586 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of theta pered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). � JOB NO.: U1982-0683-181 / ECTOR SUBJECT: GRAVITY LOAD S R PROJECT: Peter Larochelle Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD D pitch loading Roof Pitch/12 Composite Shingles « 2.4 1.21 2.0 psf 1/2" Plywood 1.2 1.21 1.0 psf Framing 0.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 4 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array[psf] Massachusetts State Building Code(780 CMR Ch w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: 34 34 Snow Ground Load, p9 [psf]: "ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: ASCE 7-10,Table 7-2 Exposure Factor, Ca: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, C,: , ASCE 7-10, Table 7-3 Risk Category: ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pr[psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? ' «-:; _'' ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, C,: 1.00 0.60 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 21 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 21 Fw 9 VECTOR � GRADER 11 ( 1 1. dT) .roe No.: ut99zafi9a161 DFL.. E n o I n e e a s w PROJECT: fbbr LarCC6elk ResiJ6P4a SUBJECT: BEAMS �wo,wa LVL w zM Loaf Ty SFmm Live Dead L,F4iP In VL(x of LVLI?ow�oEl Rod 36 20 < CRITENA(LI) Drt Du DaL -Ll�>`—) Solar 28 Areuxxl 120 NO B 2N E0 C WO 880 POM Punl OL VUR AOYI AW'I Live LNad D (in) )in) Roof Flwr Wall Lira Sdnr PdM Qy` Ual Loaf L. � (BEE SEE tSDL Len9N Tn0 T6E TO Lost AWI LOWFMM '6 'Pu 0b) � m M� Me, V,.., V.d DSL Oa.t. COND COND GLB fecal 'L'(fl) (II) (H) (fl) (dn IPM) Fmm m (ft) 06) QE) m Gra]e Sue A 'T— C. Co Qy R.(161 Re 116) (11-16) 0J6) (10) (10) (n) (in) 'C) 'C) Lamb RONJ 11 1.5 I.1 1 PFY2 2x8 116 t 15 t yJ 350 350 961 Bab 320 06C 0718 11M 0338 05..'0 101 M Rwl-1 115 139 3.T 1 BFFY2 2x8 1.15 1.15 t33 322 322 926 9i0 298 05t OT56 1158 8.388 OSTS Omm - REMOTE SITE ASSE55MENT RESULTS N , PRWERER RY Tr Un i tv , `( A� -�9�r;esis MODULE WATTAGE USED: 295 e A e HOMEOWNERS AUTHORIZATION FORM Peter Larochelle (prim name) am the owner of the property located at address: 19 Grandveiw St, Florence, MA (print address) I hereby authorize Trinity Solar, and their subcontracting company , to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor. Customer Signature: oate:5/19/2018 Print Name: Peter Larochelle IMIA MIA Y F tY eM f� S f g e o Pf 99 a 6 bA ? a98°ai^bbaesSc `b95zax� a - �l AM 111, { � !MY a 11H11 > a�€p 3�eg°xIz°xa'Eya��'�3a§d`(���• Ol � T � m amaQ�nz �e � m -✓� why m — N c P�� a �Da f So � z-r Nm N N m r x ..839 • l �111 ,'ll jg� 0�3��Y jA �7 ' e #91 �i i� R t— C 1 1114 joj, !1111 1� §IX iwR1 0 ko Z D s mG1 —� r fl98=xsm8&xeaga ^gm9=="§ at 6 Z 'G m D < -�' O aQ9 D m o a €a fli938a�•gi3s�AIM%.€g= a 9= gjc � ( L Ln rn 9 � u i U � E O J A m N J y m $ 'till Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Supplement Card TRINITY HEATING &AIR, INC. Re piration: 170355 D/B/A TRINITY SOLAR Exxpiration: 10/11/2019 20 PATTERSON BROOK ROAD UNIT 10 WEST W AREHAM, MA 02576 Update Address and Return Card. SCA 1 A YOM-05117 .7X, 1......,.......,../i/ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual a only TYPE: SUDDlement Card before the expir n date. N u return to: Registration Expiration Office of Consu r Affairs a d B sines Regulation 170355 10/11/2019 to Park Plaza- its 5170 % TRINITY HEATING&AIR, INC. Roston,MA 0 16 I D/B/A TRINITY SOLAR v NEIL GREENE 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREMAI0 MA 02576 Not valid without signature Undersecretary ComsiAoW,.Itft of M....Enuselm ® Dimsion of Protessmnal Lcensu<e Boadl of Building Regulations aoi SlaMams Constrp ?On Sopervisor CS-100106 Expires:03/1712020 MER B OREENE of 0 FROLWE AVE SPRNIGNELB Ma otter Commisslone< ewv W"Sup<.wor u1eMmCl.d�Ifow".ut.%uMD p W.wd.ln Ya.tM.aAo.oft 1 met cow< tr.l.f..dow .pK.. su.Itrroiny d.4I.w.r M..r...tl.n w tM.a<.n... AC40R& CERTIFICATE OF LIABILITY INSURANCE L/ 1 10)27)2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the DaRlRcats holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provislons or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certhIcate does not confer rI hts to the certificate holder In lieu of such a ckdamme a. pRCgICER UONTAKUT NAME: Arthur J.Gallagher Risk Management Services,Inc. PHONE 85&AB2-9900 P"X .856-082-1888 4000 Midlantic Dnve Suite 200 EMAIL Mount Laurel NJ 08054 _ INSURE S AFFORDING COVERAGE NAICM _ INsuRERA:HDI-Global Insurance Company 41343 WSuRao TRINHEA-03 INSURFRB:Libe Insurance Undemmers Inc 19917 Trinity Heating&Air, Inc. INSURER C: 110 Lyman St INSURER o: Holyoke,MA 01040 IXSUREIRE: _ NSURER F: COVERAGES CERTIFICATE NUMBER:1801370239 RMSION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR a"MrTypE Cf IXSVMHCE POLW'YEPF pmELY EXp YMIIS LIR IN POLICY NUMBER M A X MWIERCWL GENEML L.SIUW EGGCCOOW85817 11/1/2019 11/12Dta EACHOCCURRENCE $2 ODOOOD LIAIMBJMOE ]OCCUR PREMISES Ee—Yo $100,00 DAMAGE ri� MED EXF(Any me Rai E PERSONAL&ADV INJURY $2,00000 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 52,000,000 Ro"'Y�jECi E] LOC PRODUCTS-COMpIOPAGG $2,00,000 OTLER S A pUTOMOeIIE llABlLlry EgGCC00006581] 11/1/3017 11/1@018 .1011I.E. P111-1 Ea—Nim 42,000.000 _ X ANYAUTO BODLV INJURY Far P&IM) 5 OWNED SCHEDULED BppLV INJURY(Par E AVTGO ONLY AUTO LLAGED ADr030NLY AUHIRED LTOS ONLY pNBWMnI MA E B UMSa.N LMB X aLUp 100231830-02 11/1201) 1tH2O18 EgLH OCCURRENCE 53,000,000 A X ENCESS= E%AGCOOOC85at] it/t201] 1111/2018 CLAIMBJAAOE AGGREGATE $3,000.00 DEG RETENTICHt Limit x0183000,000 $21.000,000 A WORKERS COMPEIISATOX EWGCCO00551] 11/1/201] 11/1/2018 TH- ANDEMPLOYERSLMSIMTY N 'Y STATUTE ER _ .FPCEPMFMEREXCUDEOV VT ECNE ❑ NIA EL EACH ACCIDENT 51000,000 (MmMmy In XHl EL.DISEASE FA EMPLOYE 51000000 _ XCeunM"e'RIPTION OF OPERATIONS tdux EL.DISEASE-POLICYLIMIT $1,000,000 A Automobile E4GCC000581] 11/1/2017 11112018 Al Mer Units 51000151000 Camp/CON ion Ded TRok-Tidood a and Sem4Tmibm $500045000 DESCRIPTIONOFWERATOXBILOCATONSIVEH US(ACORD 101.ANWNMI Renu,ks URI may M NYVMd Nmma$P—N mluNa01 Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating and Air,INC DBA Trinity Solar THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2211 Allenwood Rd ACCORDANCE WITH THE POLICY PROVISIONS. Wall NJ 07719 AUTMORION REPRESENTATWE ®1988-2015 ACORD CORPORATION. All rights Reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-1017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/ContmOomfE]ectrkians/Plumben. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print l.eaibly Name(Busines✓Orgmization/ludividueb:Trinity Meeting g Air, Inc.dba Trinity Solar Address:2211 Allenwood Road City/State/Zip:Well,New Jersey 07719 Phone#:732-780-3779 Am yoaan employer'Check the appropriam hos: Type of project(required): L Q lama ern,",with 1,630 etrplu,mt(full aM/ar put-time).' 7. ❑New construction 2❑Iemarple pmpiaar«pumeMiporat lsoveroemployeeswmkinp forme in 8. []Remodeling an cape uy Rio twrkas'comp.imurmle mt,uimd.] 9. El Demolition 3.�I mn a homeowner doing dl work myxlf INo waken'cwnp imuaex<regwmdl' <.❑I em a hoemowrar ud will h hiring mnerectars eo cardium ell role on my propeery. I will 10 C]Building repairs «awe tut dl conesxt«acether hovew«kers'compmxtion iruureeee«ue sole 11.©Electrical repaairs or additions propriaon nim no employes 12.❑Plumbing repairs or additions 5 Q 1 we r gnus(cmttrxtm ud 1 have hired the xbcommctpn lined on the ahachcd sheer. 13.❑Roof re its flux wbcmtmctms have emPlles.rej have wohes'.' immane? G.❑%w m e cprpmesion sed its offices hay..xercimd their ngk ofexempt.per MGL e. 14.00ther 152,11(4).and ase have m employees.pip wakes'emnp.imumue ryuired.I 'Anyapphoon the.help box I mese acro fill ma thetenon below showing their worken',ompemuion polity infrmal I Hommwnenw sudnit thin eadavn,eows reg the,art dein,all work estd ran h.amide e«amctme mus mourn a new emdrvit ied"in,such. lComm .out ch Js this box mus smwh m edditimal sheet showing the fume acest.beonvectms ud sees, WW m est thmeentities have employes. Ifthe wbc«ntxlms hwc anployea,auY mus peovide their workers'comp.Polity ntvnber. l am en employer,drat Isproviding workers'ronrpensadon huurancefor my employees. Below Is rite polky andlobsue Informed— Insurance Company Name:Arthur J.Gallagher R Co. Policy#or Self-ins.Lie.#:EWGCR000065617 Expiration Date:11/1/2018 Job Site Address:4 Open Square Way, Suite 410 City/Stnle/Lp:Holyoke, MA 01040 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to occurs coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-yam imprisonment,as well as civil penalties in the forth of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verifiRtion. I do herebyn rhe m dpenald Arty that the informadon provided above Is true and correct Date- II-3'ZIO I ph.ll 32-780-3779 Official use only. Do not write le this area,to becompleted by,try or fawn offleiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department J.City/rown Clerk 4.Electrical Inspector S.Plumbing Inspector G Other Contact Penal Phone#: SERIES 100 UL ROOF MOUNT The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar •" " '"° installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 VL Roof Mount System is an efficient, visually appealing,photovoltaic<PV) na _ module installation system. Series 100 VL is Listed - - to the UL Standard 2703 for Bonding,meaning that all system components have been Certified by UL for Roof System In 4 Simple Steps: electrical continuity,eliminating the need for additional 1)Go to the online Series 100 Configuration grounding hardware. The Systems components provide Tool(configure.snapnrack.com)and select an adequate bonding path which has eliminated the 'Yes' for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2) Identify Site Conditions(Array Tilt.Building Listing ensures that SnapNrack partners can provide Height.Roof Type,Wind and Snow Loads) the best in class installations in quality,safety.and 3)Build array in the online Configuration efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4)Place order with your distributor. Purchase material for a single project or order in bulk No grounding lugs required for modules for atltlitional savings • Rail splices bond rails together,no rail jumpers required Proprietary SnapNrack grounding lug snaps in the rail channel,no drilling of rail or reaching for other tools required(One Lug per individual row of modules) • Class A Fire Rating Type 1 and 2 modules U� LISTED rV Mounting gystern Patent Pending 2703 s mlos eal wim sl[N1.ss su.l yrepN«x BOnanq "'Wnk""der"P.a SpIiPL«kw+M.r 1 W...is SO,<- sdl[.I LM w.M« IM SANrack truste«k End mSpace OWnaOb End SBeoEn9°M VC B pe Smprvrac4 Cbmp rod MWCIM-0 $napW.ck BYMlnq $nepWack osinbs5 't lNd •OIY+taEl.Ene Bourinp eplt wi's Cbmp BplWm CNn".1 W[ lda-, s ......with sd�DL«N WeaMn SpFI lad SrupMn[F epMIM S...NnckR d$W SMpNFp[k MMIM wastes' Adludew.Ena Clamp Mll Cbmp Stertlrrd sell Splice SnapW«k GpuM Luq lob AWG ,me.,Wirt .."llukmeunalu, mestably (ONEREQWPM M ROW OF MODULIS) 5 DTII.=k epnYinv Univ.r.a End Clamp uEC waa. UECPoII SI`m UEC Waddle L Stamens dml BM with Mt W.I. SrrkpNre[k BUMIM �aar,,���AMIN!!! UMwnN Ertl Clamp apM«N BwWMp St.." up Cbmp ws[antry sn"I.N. Sen.lad..I=,f SnepWack $md+ <k BOnemq Steel Fla . NN BMdI at CIWnM M,1 EastmanCwannel $LsnKK[ Niin Cdkr Ste t lt Nu Steel FbrepBolt t Fbnpe NYl SrupNnd $lelnk+s $.'en k 9]Ueq'n Fbnge L Foot Ntlsnset Boll snneOf maoNrad smpNryh ter wrpoa. Mill FYnM L FOOI Sls-.1. sned «N sMpN'«N Bau(YXole Seesrvra6 L Fppl Metal Pop, eu.Slowrr) is Fla Fol Bae Aa W" • LFoot Bale SnpNre[k MWI SrppNb[k Berrdkrp SnepNFFck RarrtllM Reef Beam wM SbrrrblfAWaily LFeet pw NNkfbWrp RRMInR L Foot Snapissirack Series SS UL Technical Data " Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel and Aluminum Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs.& Certifications • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification •Class A Fire Rating Type I and Type 2 Modules • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug(One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.corn) Snap rack- (877) 732-2860 www.SnapNrack.com 0 p nt.d nn nes,ad Damn us......wsad.,Ns m)ms dr sn.pN'n«Fv NOYmmp Is— p ,rad held 190 NU 991a SIM ;y1q uq9 �BIMa9 _--.fir.-:G:-:�-. OLLoo-s»1sw'w Uti3a N3d Nw�m nrxw>ywa stn xrx ...wwo aoewui �.wa,�rs,,.a; AXMNODUS NOUYMlSMI GU314= 9R'BA71'9W om SM36 nNNL7G 9N agom maim ommidn �. OWMIGLOGM%mia1N "o 1VL3LVA"*LMQ1 NWA / SMAM OM NOUBOMM M 9911 UN U996'.MaL19%3ilOLUI>g56Ytl 'd,LL 9110�Jio JOOY 'aL o99 j j malooaimostr4 ims m NUM d = 3 f MID716Qii037rx(rN/�S 1L1LU 1X1'Nl9 d3LStS ` MW0Mw13xsII /" � 7 `' �M N3NSYNA U319 JN!199Mm f ON. CBIS )OVUNNN9 wmsae1lmB (3lp1yY/gO aA 39oEA1).41Qlld{'! (. i-Iv axf M031Bmma 2womul i0BiB11LH O1JNf19N Ng69Vtl- Uwnwuss$ mouvusw n 3a iR0 sYDSwlm as 4 A s3F136•L s'9xo1w- =I N If"NMNSLLa1N ssFll9T92••59s3lV1qd�*U )Dwdmd MS !XW fl4OL No oL3N0Km.9utTr4w %loL- ®Mls(W SLIoaOVf.9t/L- S3{pl - IX SNAPNRACK -2X SNAPNRACK LEVELING I REMSION rUSE CARE DURING LEVELING SPACER111❑ SPACER A INSTALLATION TO ENSURE ROUGH Y PCIENTE ED BEM EN SETSCREWTHAT THE SET SCREW IS - ix J-18X 1 LONGI❑ %1'LONG f STANDARD SERIES 100 A ATTACHMENTS FEATURE 3"OF ALL MOAL UNTING SMINTS W ON TH ALL MOUNTING LEVELING WITH THE USE OF 1"LEVELING 10.5 SPACERS 5 8.5 9 5 THE FIRST INCH OF ADIUSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L SCALE 5:8 OM ANDS DOFF CLAMP RAIL HEIGHT=7.5" RAIL HEIGHT=8.5' RAIL HEIGHT=9.5" RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE RODE SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADIUSTMENT,ADD 7"STANDOFF T'STANDOFF 7"STANDOFF T'STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 1D"STANDOFFS. FORA SECOND ADDITIONAL ADJUSTINCH HEIGHT ADJUSTMENT,ADD ANOTHER LEVELING SPACER USE OF 6.4 TO E�U�SPACERS NOT TO EXCEED OF 4.9 5.5 ATTACHMENT T POPOINiS ON L-FEET OR 10"STANDOFFS. RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE LFOOT ONE LFOOT ONE LFOOT ONE LFOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT M4NSiREAN ENERGY CORP." OEMGNERCMdP a $CPIE DNS —NIIMRER. DESCOUPOON. REV IIID\VII III/NI� GRAFTER_ .Ryn S100D06 SERIES 108 RAIL LEVELING F 8'V OypBHME opPRovEo ar B�1E. 120113 SNAPNRACK SERIES 100 ON FLASHED L-FEET REMwoN FLASHED L-FEET ARE OPTMIZED FOR QUICK -_ AND ROBUST INSTALLATION ON STANDARD _ COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK `STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENi, AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT /2 nn n WJNSTREMI FIERGYLGRP.y OE$IGIIER GM5Rr1m $CM1IE DNS PMT NUMBER. DESCRIPTION REV HINT oEa. oRpn S100D01 SERIES 100OVERVIEW,ON FLASHED C SJAtblfi{ - APPRovED By Dare 120113 L-FEET r solar @ a :- Single Phase Inverters for Nonh Annerice solar • • e w e SE3000H US/SElSOOH US/SE5000H US i SE6000K US/SEIR0011 US SalarEdge Single Phase Inverters - -,, m. , ,,-C ,__ for North America A,--AA All SE3000H-US/SE3800H USISE5000H US/SE6000H-US1 - Na ' ^`- 11 12 _.. .v, ��..... +. .. LAA- ..... IN 4, .w ,d ME • .— IL - :: :. �•••• w..,....A...,r.: . ,o.. ELAILLAW COMPLIANCE,K "Id lIW11 r r .... _.. °„l x­ �—.,ILEGEAC 1 APA Opemind lnifallation with HPWdwe teghnalM °"'°'"A, `Irl, •sgaM,+.,dNy.m 1..olg can w•e,opM ANE. :.•• . um,e.a..u..•Moen, .!®E WbR Mmerter b,OwAr 9M1l6 •ImgACU M ivKyIXe[don old PENN ShNEwm NE NEE 3014 and MC,R,Adde MCI MW WY.13 •OU141 SOO d"'Nr COM RUN it grid wmplan¢ • EPrvnM vnaMM ma.wl<lman Wmoofia,mdoN �. nn - . xMnmg an Ryvdro°aarrvaenmM,ragaKm r�� �`7i� •..•. : . ' •' �. • ,.,•_ —.u, n molUL keM mmMIM°g wave ., EACN LPemuepaEe CO.,Al"Ell EOClars0.5 iO.%e°,uraryl . g ru=wn c_ rMx, w..0 ...... .,""'l wwzo°r dge.m solar - . . = • SolarEdge Power Optimizer Module Add-On P300 / P350 / P404 / P405 / P500 • r � t • 1,' F • t* Y � { { r PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of modules m¢match-loss,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt - Next generation maintenance with module level monitoring — Modvle level voltage shutdown for installer and firefighter safety .. "Iv "I-Mfi I1-11", - r, .,1k, 'A r HIN.i 111 11 11l 11 111 Ln.. Rv,l l0'areCge cnm SolarEdge Power Optimizer Module add-on solar " • • P300 / P350 / P404 / P405 / P500 P300 P350 P500 P404 P405 Ibr66cell (for high-power (for 96,11 Hot ED .It (For thin film motlulesl ED tell and for med.1-1 and TZtell, modules) 72-,n rrodwes) short stringa) INPUT R.nad er,"nC Power' 3DD "I sa0 ms nos W AUoil ule Maxmum rnpul vNrag^- 4a 6o so 80 125 vl[ Ivor nl loweal mmpeahrr.a M=el operamlg RanP-^ a in g eo a-90 12 s ao Iz s Ins Vdr Maximum ConOaeous hpw curenl 0scl l0 Il l0I Cr, Manmvm Ftfi,, Y 995 Weighted LIT—, 988 Overvollage Calcvory 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maxlrnum Oulpw 1--i 1` MI Marmum Owpul Vollagr 60 85 W, OUTPUT DURING STANDBY)POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Salely Owoul v0,1 per Power Cpeolf" 1 Voa STANDARD COMPLIANCE FMC FCC Pm115 Cb¢9.1EC61090 6 1 FC61000 6 3 Sefely IK62109-1 6­5 11 53fciy1 011241 PONS Ye. Fne 1a1o1Y VDE-A9-E 2300 712 2013 OS INSTALLATION SPECIFICATIONS Maximum Allowad Swlern Voltage 3000 W r Oimense,, WxLxH) 120 x 152 x 275/5 x 59]x 108 119:152x35/ 128 a 152 x43/ 128x 152 x50/ vry 3.1n Sx 592x1.32 5x5.92:169 ,:192x196 19e1ghl(10uding camel 260/17 930/18 994/21 1011/23 Rr/Id In 1Coneetlar 1IC4 OWpW Connector MCA Ouprd Wve Ler£Ih 095/30 12/39 m/11 Opeianng ler,ro-1 reRange 40 X85/ 40 491 C/ ` Pmlechnn RaDng IP68/NEMA6P Itcla6w H¢mitlny 0 l00 .- PV SYSTEM DESIGN USING A SINGLE PHASE THREE PHASE SOLAREDGE INVERTER" Mnmmum ming Length P300.P350,P500 9 !6 W.."011-1,11 P404.P405 6 T3 Maximum U-,1 englh IPowcr Opnmraeul 75 se Mpxrmum""T per Slnng 5250 11251: W VarallCl Ynngs nl Irlerenl englnz er Onmllanon5 Ycs PAGE 51 GA EAVES POWER DISTRIBUTION CU9AL BUG-BITES' tit SB 90 c Insulation Piercing Connectors unto Eliril.le L need for conft.,Inwlelun amppinp NO aping leVUlrotl ehol inatellalgn Face w le.1p.1 ea,",to of m.vwm,nr eWminum 10 aluminum eppXcelana Fpr IN on inwlaled ceMVt31 m, IPC_ SERIES MI® CI]KOO JIxE P/,YOf 101�Yf1o1m . G)� _ NVAIe xOHNIftY.W TY VOLIe frx.r_a Rl9f pit_ wommerwn Vxl r' 1 tall) mL IN] 1.�1 ].a We 1. e, [ im L)N Imp) •PC eiL lx.. 6-i. tl I:1 N LW C"` 'qf 1310 91,0130 w 2 10.1 m ]5 Il e.W Cix It IJim 91GMM $ML1 .q 6 11 1' 139 6 l0 pN (" 3113 W210 me.I.V q0.v am 1 m 6 x1) Cor _ rnl. IfCaW IlO�w 050.60 %a 2 m a la Mo11e tw,0 ha-w a." NO 1 m zm Cry Ifla •aC N3 m-m ..1 all I 3 a aD] CrM 1.10 -in Bela No IN N0.2W No I IS 1 IN Fw CAUnON oIN 9101/ Mp.Np mN 313 we a I IR y, U"=M bNMAL atleu aoaMYNaepvPelMEv9elee.) ___. InNYad News aw 1 xd raxNanN Ib rot lrobll on hen fah@. GUTTER TAP CONNECTORS pt red` Dual Rated High 90 f3mhum trey 90gi-T0,11"alad a �i 600v90-c Layh do.WW mall ran3Naor re 0 horny. Tap Pahl!ww ppandhxder lo mYn m GP SERIES Ialp Gi11LOdI COiVCfd11111MYf UfI1M.OlBlap /I CM (131 NlfNd x 1x,0331 BAN x 3 L I:SINIiM YYIi ally -a1n -Me__ zTu :-3fa Mv' is Iv, m ua ax `) ala ora M-2 w.11ba 1 In 1A 12 1.0 CIN mtro MIN IN.w ... Pn 11 21 lz IN CIN eal Mm 2N.w =.I tv.. 11 2e.. a Tl) mN For copperto pear. Iia arm See aN W.2 11. lv, 1, a I.n cIx oopper-t0•alvminum, ala IN'" 1Nm m.l z v. Iv. 1 a zs Caf aluminumto{IVMnum wn wamaaux.. oN.anawxl.wiMNwa N2NmlMxaxMrxea BCW 90T l2Mp-nn hwlaxng Dove.W..win GP connecael For Indoor we only GPC SERIES ,am uTKw folllife.ni FrFroz mwLxxq Bel erx ur nx.rNa „� MVWFA .1911 CONNECTOR C0.M N Yi L OTY Nf3xtlxU Uxli 1]3r Md2 OV2 I�LLp'. E LL /, 1J`•l nl3 Well cvvo I Na om 23 a1. REo ] o Ciu J'/,II�// / • ( /i 111.1 oM 360 evaw I YrLL01V u42 SIC No ovl2o aL1R I !e LTM lll`I 1]IN oro TN .11W o.1 1. _ Ibl erx —grelm uN.cpin 11 HerMpe Pe1k,CloLL CTEle00N3-1 NNAA.IN5)fx.xaoaNMS.a TOII!PEE 1�aW-NJ�11Jg(OuteKK Ln - powered bY OFF% I 77 Q EA EA LK4G4.1 285-w295 I Q.ANTUM SOLAR MODULE The new high-performance module is the ideal solu- tion for residential buildings thanks to its innovative cell technology ' The world-record cell design was developed to achieve the best performance under real conditions—even with low radiation intensity and on clear, hot summer days. RJINTUM TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY Higher yield per surface area and lower UOS costs and higher power classes and an efficiency rate of up to 19.0%. QINNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behaviour. f ENDURING HIGH PERFORMANCE ISI Long-term yield security with Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.Qasa. EXTREME WEATHER RATING GOELLS High dach aluminium alloy frame,terrified for iOrauPo^' high snow(5400 Pa)and wind bads(4000 Pa). .. 2016 astir MAXIMUM COST REDUCTIONS Up to 10%lower logistics costs due to higher module capacity per box. � Plrnlnn O A RELIABLE INVESTMENT o... u.r.e Daus Inclusive 12-year product warranty and 25 year linear performance warranty'. nmommer -�-- APT teat conemonr Cella...1500v esamsr erwmea. dconeocwe tmi camrm mmovie sunxe. 25-C sleen se, nate sneer on rear for mnnx THE IDEAL SOLUTION FOR: ml«merwe. C5 na mem -MECHANICAL SPECIFICATION formal 653 U x 394m x t 361n(m[l upmg Its mel ..nn --- -"""'•' - _ --� r]fi}omm v IOOOmm x 32mm1 Wenn. al 45 OS(18.RNg1 "'�•""•"'"'�' -� Lon.Corer 0.131.Q Timm)dommalty 0'r,studed glass with ant-relleclmn lecnnology �........ Rada Cover (omlwVl@plm Game Bbcx an...alummun Can 6.10 mdnx,rstalue 0ANTUM w'a, ons lunceon Lou 2.6.3303 n x 4.3]3.San x 0.59.0]5m 166-}}mm x I I1.90mm It 15-19mm).Protector,class IP67..,In lypass d.ha, " Can, 4.0Idea,cable)(0.39.37a I1000mm).I-)e39-din(I000 mm, a_ n Cou"I'm NA, Gond,MCA ce MCA mlermaaddi IP68 w, { ==• '�' ELECTRICAL CHARACTERISTICS IOWA.CORS }RS )RO 295 MINIMUM PERFORMANCE AT STAxGANG TEST CONWMOAA] SIC IPOWSN FIGNANCE+due I GWl P...I IMPP I IWl 285 290 295 Soon Chan Cm.emIM MI 9.56 963 97 01..'Col..Melrrte' VF IVI 39.91 39.19 39.48 S cut',A IN MPP' I_ OI 8.98 9,07 9.1} Vndale at MPP' V.. NI 31 73 31.96 32.19 enda.q' n 1X1 i17 2174 z17 MINIMUM PCRIORMANCE At NORMAL OPERATING CGNOTU MS.NEC Pow"eI MPP' Pa. IWI 210 214.4 218.1 Saint Cacao Cunt 4e LAI }_}1 Z)) 7.82 Open Cllan Monae<' Via r IMI 36.38 3665 36.92 f Current at MPP' y. IAT 7 04 }.12 }YO Vo1,R.aI MPP' V... IV) 29.92 30 12 30.30 nimunn.11.1-oum AM t1 Madoamem.m.revn5Tca31.NOC<SY eWWIm.NOLT,sta-AM L 50 rmu..1wu to.w.ves 141hr O LEAS KRIONMANCE WARRANTS PERFORMANCE AT It ARAOIANCE • - - -- - At Mand 9g%dl ndm Gia oxer aern6 nr mar. - ZT 0.6%Emtlatdn per ma, R E • R 92.6%or nem AT oawv op to lO Waw. c' Al lean.3 a% nommtl poser uo td}S part E a All Aate Wnan In I Avul oldrawo.AIR 11.Wwm, j e14. 1V 1.0 CryLLS Ae.ween vow d Nur utunn ........". "..vw.".....x. •rn• mala vnmt0<SIC mM +ms 125'C.IOW Wmil .ons.. TEMPERATURE COUTICIEMTS .....ram.C.0"umpl6 , (%/RI .O.oA I'm penwrt C.ha'.'n 1.l Va U 1%/NI -0.28 ,.MR....de C.Ondi.nlM P_. V 1%/NI -039 Normal 0per3lmE Celt T.mpereluu NO" PFI 113 as 4145 13T0 PROPERTIES FOR SYSTEM DESIGN Mentor,$'I..Mpnan q., NI 1000 TEM 1pW mu wheal Giant 11 Murmum Sen.,foie..,ioe 1.net 20 in.RNmg C DEC)I TYPE I(UL) Oulto.. .In(Up [1 N) 75 136001M) P.'w.tl.d m.ouluempuldrt _40-F up to 185'F on mammon,AT, (-40-C up to<85'C) Oolan load.pu111ULP ROME 55.6(2666 Pal I ned ratIoNton ninon) OUALIFICATIONS AND CERTIFICATES PACKAGING WORMATION UL11031MEpuadlypA.dT [Eaompllend, Numer 41 MA.,..per Pull. 32 _ EC 61?16 GETZL IEC m}30(Ed 1)APUD dhand A name"W Pa1n+p"53 Coma.ne. 30 xumnn or Palle,per 4G'<pmsn" 26 OVE CE Com ram)Clm.naoni n NW"N) as?m x 45.3m x 46.1ia IT 745 x 1150 Um x 11-701 "•. PaO.t All", 14351ns(651 MET NOR mm onpoln-man.1.11 ea See h" 'Abuamn add a unande mala)dr ednuc.ovn..hda nma dapam<n.ror wwner vrdrmaudd dd apwwed.nm.utw an, yr s wWull S We.Y CATTLE ,Ad.ad MO1-!11."en Ouw,..I,12GO I-1.RuNSIG USA I!EL rl 909}4R 59 96 i pi mdm"Cda Pans mm 1 WO waw.yael11 RECEIVED June 8,2018 JUN 1 2 2018 To:Inspectional Services From:Chelsea Lefebvre—Trinity Solar DEPT OF nuaowo INSPECTIONS NORTHAMPTON,MAO106C Subject: Permit Applications for solar installation Attached please find the building and electrical permit applications and all of the other necessary documents here.There are also two checks enclosed forthese applications. If there are any questions,please feel free to let me know. Thank you very much] � l � Chelsea Lefebvre Chelsea.Lefebvre@trinitysolarsystems.com 413-203-9088 Ext. 1526 Trinity Solar 4 Open Square Suite 410 Holyoke, MA 01040 INSTALLATION OF NEW G"°N°°EIW ST. ROOF MOUNTED PV SOLAR SYSTEM 19 GRANDVEIW ST FLORENCE, MA 01062 V N SITE SME N!S mcW SHEETINDEX • PV-0 COVER SHEET WI SITE INFO S NOTES R PV-2 ROOF PIAN WI MODULE LOCATIONS ELECTRICAL 3 LINE DIAGRAM AP .• �••,•..�� h AP APPENDIX \® - \�\ „ I | ) ! ( ( � | ! b lit NON l lord � § § ` | - - [ § 2ƒ \ )¢m§ �i\,./1 )) )• ] . h ~ � p EM - ", �� 19 G"NDvEw ........-.� w mm —U= ., �. e " a E ..�.,,��,�.,,�.,��.,.�.,m�,. _ _ G lir•.:.+ ____—_ B .- Rw R INSTALLATION OF NEW G� DvE'W=T• ROOF MOUNTED PV SOLAR SYSTEM 19 GRANDVEIW ST FLORENCE, MA 01062 s LE rns MAP SITE SHEET INDEX c . 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