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31C-030 (6) professional Rooffrav �OLAR products Installation Manual Date Modified:08/13/07 Step 5: Installing Modules I J_ 1 n Slide the two end clamps near the end of the After the first module is secured, slide two inter- support rail and install your end module (first). module clamp sets onto the first module side Carefully square the module to the frame and frame. They are designed to stay in place,freeing tighten the clamps using a 1/2" box wrench or you up to slide and align the next module into place. drive socket. We recommend a maximum torque Repeat this procedure until all modules are in- of 12-15 foot pounds to prevent damage to the stalled onto the support rail. module. 'I J _ r r - P Upon installation of the last module in the panel, To complete the installation, cut off any excess install the module end clamp to the end of the last support rail not used with a reciprocating saw. module. Before fully tightening the bolts, make You may want to use an extrusion blade. any adjustments needed to create a square and even array. Page 7 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products(PSP). TileTracO is a registered trademark for PSP and is covered under U.S.patent #5,746,029.RoofTrac®and FastJack®is a registered trademark for PSP and is professional SOLAR RoofTrac produc Installation Manual Date Modified:08/13/07 For convenience, it is advisable to pre-assemble the bolt, lock washer and clamp into the sliding insert prior to bringing them up to the roof. Fig. 2 Fig. 1 Attachment and clamping of the solar modules to NOTE: Clamping hardware is not engineered or TileTrac@ or FastJack® attachments works exactly the intended for use on support rail/strut other than same. After the support rails have been fastened, you the Professional Solar Products brand. are ready to install the solar modules. There are two sets of clamps; the outside clamps (end clamp) (Fig. 1) and the inter-module clamps (Fig. 2)that install between the modules. Please note that all module end clamps are specially extruded to fit a specific brand of module as specified in the ordering guide. Page 6 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products (PSP). TileTrac@ is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTrac®and FastJack®is a registered trademark for PSP and is covered under U.S.patent#6,360,491. professional Rooffrav SOLAR productsyA, Installation Manual Date Modified:08/13/07 Fast,lack® Unibit#10 Drill bit Standard Flashing 2 Ce Use of a Unibits will de- crease drill time to approxi- Rafters mately 3 seconds per hole Installation of the Rooffrac®support rails to the drill a 1/2" hole through the rail. After drilling the hole Fast.lack®. in the support rail, place the rail over the attachment feet, make any necessary final adjustments and tighten After the FastJack® has been installed (refer to the the 3/8" Bolt&Washer combination to attach the respective installation guide), lay the support rail support rail to the FastJacks. Your support rails are (upside down) next to the attachments. Mark the now secure and ready for installation of the modules. channel adjacent to the attachment devices. Align and mark the intersecting "V" groove on the rail and Page 5 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products (PSP). Tilerrac®is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTrac®and FastJack®is a registered trademark for PSP and is covered under U.S.patent#6,360,491. professional Rooffrar- SOLAR produc_ Installation Manual Date Modified:08/13/07 Step 2: Attaching Support Rails to TileTrac®/FasUacke O r T-wrench 2 , TileTrac Device Nut/Washer combo Installation of the Roof rrac®support rails to the over the attachment feet, install the 3/8" washer and TileTrac®. nut and tighten using a 9/16" deep socket wrench. Your support rails are now secure and ready for After the TileTrac® has been installed (refer to the installation of the modules. respective installation guide), lay the support rail (upside down) next to the attachments, step 1, as illustrated above. Mark the channel adjacent to the Use of a Unibit@ will decrease drill attachment devices. Align and mark the intersecting time to approximately 3 seconds per "V" groove drill guide on the rail and drill a 1/2" hole hole through the rail. After drilling the hole, place the rail Page 4 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products (PSP). TileTrac@ is a registered trademark for PSP and is covered under U.S.patent#5,746,029.Roof rrac61 and FastJack®is a registered trademark for PSP and is covered under U.S.patent#6,360,491. professional Rooffraco SOLAR productsvA, Installation Manual Date Modified:08/13/07 APPLICATION: The RoofTrac mounting system consists of sup- port rails and top-down clamping hardware which is integrated with either a TileTrac or Fastlack attachment device. The RoofTrac mounting sys- tem can be utilized on virtually all standard con- struction residential roof-tops, mounting 4' on center, to install the majority of popular framed solar modules. AAWARNING Legend All Professional Solar Products (ProSolar) are engineered and tested to withstand stated specifications (as stated on published specification sheets) when installed properly. Fail- Explanation or Install Tip ure to install properly may decrease the performance of in- stallation. ® SAFETY Important product All regional safety requirements should be followed when performance information installing Professional Solar Products. All tools and equip- ment located on the roof should be secured to avoid failing object hazards. All equipment/tools should be properly maintained and inspected prior to use. Any exposed studs Critical for Safety should be protectively capped to help avoid injury. This installation manual is intended for use by professional installers with a working knowledge of construction princi- ples. Tool • Chalk line • 3/16" carbide masonry drill bit • 3/8" masonry drill bit(for tile roof) • Cordless drill • Cordless impact wrench with 1/2"socket Page 1 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products (PSP). TIIeTrac®is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTrac®and Fastlack®is a registered trademark for PSP and is covered under U.S.patent#6,360,491. so I a r ' • • SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 P400 P405 (for 60-cell modules) (for high-power (for 72&96-cell for thin film 60-cell modules) modules) modules) INPUT Rated input DC Power1 ) 300 c.20 400 405 W _ _ _ Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current(Isc) 10 11 10 Adc Maximum DC Input Current 12.5 13.75 12.5 Adc Maximum Efficiency o/ Weighted Efficiency 98.8 % Overvoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) 1 Safety Output Voltage per Power Optimizer Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1 class Il safety), .......... RoHS _. Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions W x L x H 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ ( ) 5xS.97x1.08 5x5.97x1.37 Sx5.97x1.89 mm/in Weight(including cables) 770/1.7 930/2.05 930/2.05 gr/lb Input Connector. MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40 +185 -C/-F Protection Rating IP68/NEMA6P Relative Humidity 0 100 "Rated SfC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER(') SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length _.. (Power Optimizers) 25 25 50 Maximum Power per,String 5250 6000 12750 W Parallel Strings of Different Lengths - or Orientations Yes "'It is riot allowed to mix P405 with P300/P400/P600/P7001n one string. rC E &� "MMM7 • solar=@e SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 • K y i X F 7, • x � s t ' rA�t x r' r r, a s ,.. 9 L P t .,iaN , 4 t • fS s ' c w � v a o r, PV power optimization at the module-level Up to 25%more energy - Superior efficiency(99.5°x) — Mitigates all types of module mismatch losses,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 — Module-level voltage shutdown for installer and firefighter safety �J -,r�.� �f, �,,.���cF ;E�r;�;a c!�irvfa ��p�� w w w so are e,us LG NeON ' 2 Block Mechanical Properties Electrical Properties(STC Cells 6xI0 300 W Cell Vendor LG M PP Voltage(Vmp p) 325 Cell Type Morrocrystalline/N-type MPP Current(1-pp) 926 Cell-Dimensions 156.75 x 156.75 mm/6 x 6 inch Open Circuit Voltage(Voc) 39,7 .-Of Busbar 12(Multi Wire Busbar) Short Circuit Current(Isc) 970 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency 18,3 64.57 x 39.�7x f,57 inch Operating Temperature('C) -40- 90 p Front Load 6000 Pa/125 sf Maximum System Voltage(V) 1000 Rear Lo-ad 5400 Pa/1-I-3 ps f 0 Maximum Series Fuse Rating(A) 20 Weight 17.0:L 0,5 kg 37.48--t 1.1 Ibs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible I P67 Junction Box iP6 7 with 3 Bypass Diodes 'Th---pl—;,--sutput--­,d­d by LG Length of Cables 2 x 1000 mrn/2 x 39.37 inch Glass High-Transr-nission Tempered G-lass Electrical Properties(NOCT*) Frame Anodized Aluminum 300 W Certifications and Warranty Maximum,Power- (Pmpp-),, 2-18 MPP Voltage(Vmpp) Certifications(in Progress) EC61215,!EC61730-1/-2,ULl703, MPP Current(Impp) - 73P ISO 9001,IEC 62716(Ammonia Test),- Open Circuit Voltage(Voc) 36 5 IEC 61701(Salt Mist Corrosion'rest) Short Circuit Current(Isc) 83 Module Fire Performance 2(UL.170 3) Product-Warranty-- 12 years Output warranty of Pmax L (measurement Tolerance±3%) in ear wat rarity' Dimensions(mm/in) Temperature Coefficients P r �� j NOCT 46+3'C Pmpp -0 38%/'C Voc 0-28 C Isc 002%/'c Characteristic Curves lomw frowoIN w it(h it(h bmw -G WV t ITT, '12") lorill 'ITT; r_00 JS OG s T Nor th Amour a Solar Business Team t vp�rih-itnon v are subject to hAnge,,v i*,hunt notice. (9 LG LG Fle tron[c,I-)S A in, DS N260 K G-F EN 504127 RE"Mm Uok G—d 1000 Syl✓a;i Ave,Engtewood Cliffs,NU 0763 2 -j"r 6�—" Copyrig?It��)e U 15 L(r Flectr onics All Tights resorved Innovation for a Better Life Contact igsotar(agec-orn wv—Igsolanusa Coal (9 LG Life's Good LG Ne® ask LG's new module,NeCN"`2 Black,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires 00. p� to enhance power output and reliability.NeONT" 2 Black DVE S h® cell demonstrates LG's efforts to increase customer's values beyond efficiency.It features enhanced warranty,durability, Intertek performance under real environment,and aesthetic design '" suitable for roofs. r 14 Enhanced Performance Warranty •� High Power Output LG NeONr"2 has an enhanced performance warranty. Compared with previous models,the LC,NeON"2 The annual degradation has fallen from-0.7%/yr to has been designed to significantly enhance its output -0.6%/yc Even after 25 years,the cell guarantees 2.4%p efficiency,thereby making it efficient even in limited space. more output than the previous NeON'"°modules. Aesthetic Roof ® Outstanding Durability LG NeON'"^2 has been designed with aesthetics in mind, With its needy reinforced frame design,LG has extended thinner wires that appear all black at a distance.The the warranty of the NeON T'2 for an additional 2 year s. product may increase the value of a property with its Additionally I-G NeON'"'2 can endure a front load up to modern design. 6000 Pa,and a rear load up to 5400 Pa. Better Performance on a Sunny Day Double-Sided Cell Structure �•� LG NeONI 2 now performs better on sunny days thanks The rear of the cell used in LG NeON'"2 will contribute to to its improved temperature coefficiency. generation,,just like the front,the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been comrnitted to expanding its capacity,based on solar energy business as irs future growth enyme We embarked on a solar energy source research program in 1984,supported by LG Group's rich experience in semi-conductor,LCD,c hernistry,and materials industry,wo suctessrully rcleasrd the first Mono X"senes to the market in 2010 which vxce exported to 32 countries in the folloe+,ing 2 years,thereafter.In 2013,NeON'"(previously known as Mono Xm NeON)won"IntersMar Award';which proved LG is the leader of innovation in the industry. So I a r " • • Single Phase Inverters for North America SE300OA-US/SE380OA-US/SE500OA-US/SE600OA-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE1000OA-US SE1140OA-US OUTPUT -_- _ Nominal AC Power Output 3000 3800 .5000 6000 7600 ; 9980 @ 208V 11400 VA 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 0 @240V 10950,@240V AC Output Voltage Min.-Nom.-Maxi" ✓ ✓ 183-208-229 Vac AC Output Voltage Min.-Nom.-Max.i'i : ✓ ✓ ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom.-Max.111 59.3 60-60.S(with HI country setting 57-60 60.5) Hz Max.Continuous Output Current 12.5 16 24 @ 2 ! 25 32 48 @ 208V 47.5 A 21 @ 240V V _ 42 @ 240V GFDI Threshold 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded Yes Max.Input Voltage 500 _ Vdc- Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc 16 Max.Input Current'''s 9.5 13 18 23 34.5 Adc .5 @ 208V 33 @ 208V _ i..... 15.5 @ 240V 1 30.5 @ 240V Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % - CEC Weighted Efficiency 97.5 98 97.5 @ 208V 97.5 97.5 97 @ 208V SITS 98 @,240V 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES ....._.._._ Supported Communication Interfaces RS485 RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optonal"s Rapid Shutdown NEC 2014 690 12 Functionality enabled when SolarEdge rapid shutdown kit is Installed a' _._ _..__ ._...._,._.___ STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 _ Grid Connection Standards IEEE1547 Emissions FCC partlS class B INSTALLATION SPECIFICATIONS --------- ._..._ AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ AWG range 3/4' minimum;1-2 strings/16-6 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 31S x 184 30.5 x 12.5 x 10.5/ in/ (HXWXD) .. _. 775 x 315 x 260 mm Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 lb/kg _ . Natural convection Cooling Natural Convection and internal j Fans(user replaceable) fan(user replaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature Range -13 to+140/-25 to+60(-40 to+60 version availabl0l) F/°C Protection Rating NEMA 313 For other regional settings please contact SolarEdge support. vi A higher current source may be used;the inverter will limit its input current to the values stated. "Revenue grade inverter P/M.SExxxxA-US000NNR2(for 760OW inverter SE7600A-1JS002NNR2). 10j Rapid shutdown kit P/N SE1000-RSD-S1. 40 version P/N:SExxxxA-US000NNU4(for 760OW invertecSE7600A-1J5002NNU4). SUfISPEC RoHS r _ solar=ee SolarEdge Single Phase Inverters For North America SE30OOA-US / SE380OA-US / SE50OOA-US/ SE6000A-US / SE7600A-US / SE10O00A-US / SE114OOA-US . r. a y .0 t 3 The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 ':-R;,M N - Ilal" -Ff �� -.Fw,,:>AnJ-l�I!>.A-10, STRAL, A, TH-, NU �i ER LA N�� - l�RAEE_ LJUV1N.St?li�f'£.C���'.1..15 Roof Snow load summary: Roof 13'-6" Span Roof framing is 2x8 @ 12"o.c. Array : ASCE 7-05 Sloped roof snow loads, Ps - Roof pitch is 45 degrees Existing- Ps= Cs * Pf Pf= Pg at time of construction is taken as I * 50= 50 psf Cs= 1.0 per Figure 7-2 ASCE 7-05 for non-slippery surfaces. Ps =Cs * Pf=0.79 * 50= 39.5 psf Proposed - Ps=Cs * Pf Pf= Pg at time of construction is taken as I * 50= 50 psf Cs= 0.73 per Figure 7-2 ASCE 7-05 for slippery surfaces. Ps=Cs * Pf=0.47 * 50=23.5 psf Snow load on rafters at panel sections CONCLUSION: Total Design Load : (15+3.5)psf+23.5 psf live load =42 psf versus Original load of 39.5 psf+ 15 psf= 54.5 psf. The panels can be added without increasing the gravity load on the roof structure. fir+OF Respectfully submitted, "� Structural Response, LLC Scott E. Nelson En ineers License#41457 ` vt�ISF g ss'f www.structuralresponse.com snelson@structuralresponse.com Page 2 of 2 Structural Response, LLC Structural Engineering Services 30 Shedd Lane, Chelmsford Ma 01824 Structural Observation Report Job#15161 10-05-15 CLIENT: Transformations, Inc. 323 West Main Street Ayer, Ma 01432 SITE LOCATION: Residential Structure 112 Moser Street Northhampton,Ma SUBJECT.- Review of panel loading conditions requirements on rafters. FINDING: Superimposed Weight: Panel Component Weights: Calculated per module Total (PSF) 3.40 (Use 3.5 psf) Roof Dead Loads: Approximated at 15 psf+ 3.5 psf= 18.5 psf Roof Live Loads: As listed in ASCE 7-05 as directed by 81" Edition and IEBC Use design live load based on ASCE roof calculations listed on next page Per Attached Calculations: The addition of the solar panels and the re-calculation of the roof snow load under the current Building Code indicates that the stress in the existing members is not being increased by more than 5%. Therefore the panels may be added per the allowances of The IBC 2009 and the Massachusetts Amendments. A review of the existing and proposed loading conditions is warranted. Existing design gravity loads are used per code. www.structuralre.ponse.com 978.8664249 snelson@structuralresponse.com Page I of 2 PV Layout Plan — Robert Harris — 112 Moser Street Northampton, A ltrNr>r;rtxR.fM _. Rk1KF.tih - wwr,:FlwKi n.INI A.Itwtt.u,env qM..I.WAIL*KKAM M.. 't#'+Ih FMt N:.IFIt A non' ' 2 Rows of 10 LG 300 Watt panels - Southern Roof—Elevation Drawing Statement of Work: The Photovoltaic system is composed of 20 LG 300 Watt panels. The STC rating for the system is 6.0 kW. The Photovoltaic system will be affixed to the roof structure with Professional Solar Product's(Pro-Solar) Roof7rac mounting system in accordance to the manufacturer specifications. ProSolar's rail enhancers(part#ARE-20) will be added to further reinforce the racking system. The lag bolts will penetrate the rafters by a minimum of 3.5". The fast Jacks or mounting feet will be spaced 4'on center and the static load will be distributed equally among associated rafters. We will not exceed the manufacturer's recommendations for cantilever distance or deviate from the installation guide in any way. This installation will exceed local static load and wind load requirements. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 7-2010 Fax # 617-727-7749 www.mass.gov/dia The Commonwealth of Massachusetts Print Form _-4.\ Department of Industrial Accidents Office of Investigations t 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Transformations,Inc-Benjamin Cumbie Address: 323 West Main Street City/State/Zip: Ayer, MA 01432 Phone #: 978-597-0542 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 9 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. E] New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.F] Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing 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 Solar PV ststem employees. [No workers' 13.❑ Other 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: Travelers Insurance Co. Policy#or Self-ins. Lic.#: 6 KUB-0326N39-A-15 Expiration Date:4/2/2016 Job Site Address:112 Moser Street 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 enalties of erjury that the in ormation provided above is true and correct. Digitally signed by Benjamin Cum ie Signature: Date:2015.10.0612:08:48-04'00' Date 10/6/2015 Phone#:978-597-0542 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: SECTION S-COINST M#UCTMQlM SEAYICU Nd AppharbMe 0 NWO Benjamin Cumbie - Transformations, Inc. CS-107968 t 46 Old Orchard Road, Groton, MA 01450 11/19/2017 Additu EVftWft Dft 802-760.7192 No Applicable ❑ Benjamin Cumbie 108293 QRM9MMM as Transformations, Inc. 10/3012016 n 46 C?rchard ro n, AAA 01450 802-760-7192 elephone SECTION 10-1A O MMM' NMATION INSURANCE AFFMVff(&#.tt,L c.IM I 25q8)? Workers Comwsation wauraratas affidevil must be ctarrspleted and sutamiftd with tha appi"ticsn,fakwe to provide V" will result in the denisi of ove`issuence of the AfFit ovd Altered Yes, Nor — 0 The current exemption for"hos iwnerv"was extended to include ci(°case(1) kw twcr(2)families and to allow such homeowner to cagage an individual for hire who does not possess a litx: se. as UMMWK,CAUL 28, Simb 9"M stwas Maj Plasidu Of If Person(s)who own a partl of land on which he/she insides or intends to reside,on w=hich there is,or is intende d to be,a one two family dwelling.attached or stttwtures ac to such use and/or farm ,rux:ttttres. Such-homeowner"shall submit to the Building Official.can a forth acceptable to the Building C>tftcial,09 ke0dre Ad Mrs As acting CgUV31CM AgMiernar your presence can the job site will be required from time to time.during amt upon (j completion cif the%ork for which this permit is issued. Also be ad,*iced that with refe ixx to Chapter 152 Morters`C" tion) and Chapter 153(i.tahility of EmMoyers to F.rnplove c's for injuries not resulting in Dmth)of the Sias chusews(kneral haws Annotated,jgo jry l�V&bk fear person(s) ! you hire to perf'4m work for you under this permit. the undersigned"homeowner"r"certifies and assumes responsibility for comphawx with the:State Building Code,City of Northamptcin Orditsancvs.Swe and t x cal pining l.aw°s and Mate of Massachusem C>ieneral laws Annotmed. Hoamvwser Signaftre __ � ��♦ Mgt t. *:d, ! �.., � �rs4 i �iN ,rt •., ! -y r♦.. �.i. F t. r ri i,t-w+ c 11 s .:f.; * Robewt me Oww of tho #,,. # {# hwsoy a&win Ted Sawyer - Transformations, Inc. i i • y Signo"co OMW Deft . s Transformations, s w • ':w':.a.. Y. i^ m OW I StMerwft 6 • ,• on 0* 'a ..f 4 s {! ,..a vue . •♦ . : Y. to ( ': be*of 1 :.:y.{'. .• b" Ted 10-06-2015 f Section 4. ZONING All atf Mixt Be Campieted.Per it Can Be Denied Due To lacottstplete Wormation IV*cdom to be r4led m by soldles NPWURM i [A)t Sirs Frxvtagc Setbacks LM L—R:� Ruik ing Height Bldg.SquArc RKsage ` Open Space Fo(uge (IA-A arts miaatm bWg&raved ekin ) t oaf'Tkarkin ti Fill: (vaalatM&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO * DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO U OONT KNOW 0 YES IF YES: enter Book Page anti/or Document # B. Does the site contain a brook,body of water or Wetlands? NO kV DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date issued: I C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 140 +� IF YES, describe size, type and location: E. Will the construcbm activity disturb( atlon,or t tg)over t acre or is it part of a oorc►amon plan toad will disturb over 1 acre? YES' NO IF YES,then a Northampton Storm Water Management Pelmet from the DPW is required, DopwirwO use orAy T ity of Northampton $9"of Pam* #ding Department Cwb CWDlrihro+lway 212 Main Street SewwMeok A OCT , 3 2015 Room 100 Wateu►M%l Avo �pp p#or►. MA 0t06fl ofra1 DEPT.OF BUILDING ;K�7°1240 Fax 413.587-1272 PWSM NORTHAMPTON MA 01060 100W Spodfy_ APPLICATION TO COI*STi#WT,Af`TW REPAIK RENOVATE OR DEM(XISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INIR RMATION This"c"M to be ooatpkAod by offk* 112 Moser Strut ► w vn+t- Northampton, MA 01060 zone overloy owbic t Eft St ftbi6! CID Cft tkt SECTION 2-PROPER V 0WWl9lSMVAUTMOIWW AGENT 2.1 Owl Robert Hanis 112 Mow Streit.Northampton,MA 0 1060 tai Cwrent Address 413-'—)'50-1.304 r 4axxl� r. 141k" Ted Sawyer-Transformations,Inc. 323 West Main Street, Ayer, MA 01432 t ( ). - - " _ CwreM Ma"Addrfts 978-772-1380 To*-ftm ttwn EoWns ed Cost( )to be offidw Use Cloy oqMpWfed!�f 1. SuAdOV 22 0)() (a)BukWV Permit Fee 2 E*cfty. i (b)E ToW Cost of Crtruction from 6 3. PtumbvV Su***Pwntt Fee i I 4 Medvivu (HVAC) &Fire Protection t 6. Total-(1 +2+3+4+g) 22.800 1 Ctredc r4umbw ' TALI Sedgy For Om"U" [we &A rg Prdrrnit Ntmrdw- tom: SOMA": Of File#BP-2016-0499 APPLICANT/CONTACT PERSON TRANSFORMATIONS INC ADDRESS/PHONE 8 COPPERSMITH WAY TOWNSEND01469(978)597-0542 PROPERTY LOCATION 112 MOSER ST MAP 31C PARCEL 030 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT 72 r/127 Fee Paid /® Building Permit Filled out Fee Paid Typeof Construction: INSTALL 6KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existiny, Accessory Structure Building Plans Included: Owner/Statement or License 107968 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOR ION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management of ' y Signature of Bui ding Of cial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 112 MOSER ST BP-2016-0499 GIs#: COMMONWEALTH OF MASSACHUSETTS Map-.Block: 3 1 C-030 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0499 Project# JS-2016-000837 Est. Cost: $22800.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: TRANSFORMATIONS INC 107968 Lot Size(sq. ft.): 5967.90 Owner: HARRIS ROBERT S&JEANNE C Zoning: PV Applicant. TRANSFORMATIONS INC AT. 112 MOSER ST Applicant Address: Phone: Insurance: 8 COPPERSMITH WAY (978) 597-0542 WC TOWNSENDMA01469 ISSUED ON.10115120-15 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 6KW ROOF MOUNTED SOLAR ARRAY 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 10/15/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner 112 MOSER ST BP-2016-0499 GIs#: COMMONWEALTH OF MASSACHUSETTS MAR Block: 31 C-030 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0499 Project# JS-2016-000837 Est. Cost: $22800.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: TRANSFORMATIONS INC 107968 Lot Size(sq. ft.): 5967.90 Owner: HARRIS ROBERT S&JEANNE C Zoning: PV Applicant: TRANSFORMATIONS INC AT: 112 MOSER ST Applicant Address: Phone: Insurance: 8 COPPERSMITH WAY (978) 597-0542 WC TOWNSENDMA01469 ISSUED ON.10 11512015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 6KW ROOF MOUNTED SOLAR ARRAY 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 10/15/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner