Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit #888-15 - 317 HILLSIDE ROAD 5/6/2015
1111�- 0" ALF TYPE OF IMPROVEMENT _ PR( POSEJI U5t _._- — Non Residential E New Building j >,flne family 1 k�✓ IV C_ : Addition i Two or more family Industrial Alteration No, of units: Commercial { ! Repair, replacement Others: i =a Demolition 'Other It '. OWNER: Name: Al Identification Please Type or Print Clearly) ARCHITECT/ENGINEER _ _ Phone: Address Rog, No, FEE SCHEDULE: BOLDING PERMIT.: $12.00 PER ,$1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. "fatal Project Cost: $�_ _FEE; $ Check No : L; d`� "z �� - Receipt No.: �- NOTE: Persons with upire istered contractors rte, not have ac s th J A*Jknd El N I PAWL: S 5s . S k�✓ IV C_ OWNER: Name: Al Identification Please Type or Print Clearly) ARCHITECT/ENGINEER _ _ Phone: Address Rog, No, FEE SCHEDULE: BOLDING PERMIT.: $12.00 PER ,$1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. "fatal Project Cost: $�_ _FEE; $ Check No : L; d`� "z �� - Receipt No.: �- NOTE: Persons with upire istered contractors rte, not have ac s th J A*Jknd El Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits OTE: 4, Building Permit Application �. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 4, Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 4 Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit sion from the of peals In all cases if a variance or special permit applicant must then get this uired the r Clerks recorded at he Registry of Deeds. fice must stamp the 1one copy and proof of recording that the appeal period is over. The app must be submitted with the building application Doc: Building Permit Revised 2014 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NO I LS and UA I A — wor cilepartment use ❑ Notified for pickup Call Emai Date Time Contact Name i Doc.Building Pennit Revised 2014 �., � --'� d^ Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Taming/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS Signature. CONSERVATION Reviewed on Signature _s COMMENTS HEALTH COMMENTS Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes . F Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: FIRE E AR�TtMENT tTSempDump onsite - J $ _ OsgoodStreet ! Located�at E1�2;4ilUlain,tSt�eet: � ,,, -- •�-u.._..�,�. _.__ �_� _ ,_... �. ____._ _.___ �FiredDgepartmerit�ksgnature/date __. _ _ _ Location T4f No. DateG�kA--- Check # 5 07� 3 k 2 ) -,�C, 61 , TOWN OF NORTH ANDOVER Certificate of Occupancy $- Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL Building Inspector M En phase AC Interconnect Cable (1) #12 THHN Black — Ll (1)#12 THHN Red—L2 ' (1) #12 THHN White — Neutral (1)#12 THHN Green — EG (1) #8 Bare Cu Junction Box Load Center NEMA 3R End 120/240VAC 2 — 20A 2 -Pole Circuit Breakers AC Disconnect Switch, 60 A, 240VAC, 2 pole, NEMA3R Square D —�j Model DU222RB Module/Microinverter 1 X 16 SW280 Modules 1 X 15 SW280 Modules 275W (STC) PV Modules Voc 36.1V, Isc 7.75A 31 Enphase M250-60-240-2LL MICROINVERTERS @240 VAC Nominal Output Current 1A, Dedicated Photovoltaic System kWh Meter 240V,100A (1) 1/C #8 THWN (Neutral) (2)1/C #8 THWN (1) 1/C #8 THWN (Gnd) Serves as Equipment Ground. Runs continuously from inverter to ground bus in main panel t\5i. .!r ■!!6!i!rli6tl. MR,Ir■■//r■■/■/■■■■t toil IrBeee/!uw true u5ueenr■nn toil Irsr•8,88,l88,t turf urnrr---+88,881 true )e!-` ,rr5t End cap installed on last I inverter cable of branch circuit ©i: ■/8,86581 1!!i!6l6il65i5!!t ■/8,,8,181 ■/8,88,81 uluur,ul,!/n 6l9580158il Ir■,8558■■■0r!■1 ,8)881 IrrrB V' `888881 Va r F1 Squar -t , 125A Main Lug End cap installed on last inverter cable of branch 100A, 2 Pole, main circuit /service breaker 40A, 2 pole, backfed Three Lines Notes: solar breaker 1. Wire Sizes are as indicated or larger. 2. All equipment is bonded by mechanical means or by a grounding conductor 3.The inverter grounding electrode conductor shall run unbroken to a grounding electrode to maintain MEC requirements t 4. The system is grid intertie, no batteries. 5. The system has no DC Circuit — No disconnecting means necessary. System complies with RAPID SHUTDOWN requirement 6. Electrical Installation will comply with 2014 MEC and Commonwealth Solar Minimum Technical Requirements 7. All solar panels, equipment, and metal components will be Utility Grid bonded. 120/240V 8. All plumbing and mechanical roof vents to be clear from Single Phase photovoltaic array or extend above solar panels. 9. Each module will be grounded using WEEB grounding washers. CONTRACTOR: BRIGHTSTAR SOLAR 611 HOSMER ST MARLBOROUGH, MA 01752 Drawn By: Mona Reese Checked By: Three Line Standard Electrical Diagram for Small -Scale, Single -Phase PV Systems Site Name: Nobile Residence Site Address:317 Hillside Rd, N Andover 01845 Site AC Size: 7.75 kW SCALE I DATE 1 SHEET I ll -u > \ < e @ 2 q / E / / \ / V)� ƒW CD \ a)E @ 0 '3 2 2 \ n 2 a > > A/73 g °f�§.7� $ e i .\ > o @\ k ° ) % / % e 7 = / ° Q m u > } r4\ ƒ \ / 2 \ k \ o 7 / U V - o > d 4 \ k ( a / CU = 0 m e Ln u \ \ k \ t m / $ m % k k B\ k¢ 3± LL. IA 2 / W 0 S9 * H LLJ = LL O oc QLU m t = j� O O LL £ °Y' T N O_ N Ln U tail Z z m Y N O O LL O K 7 U1 L U c0 C LL O ty v1 Z m J a O w N LL 0 a V1 Z Q " W w b30 O K N i v N fU LL a p U III CL IAQ Z H =3 O K to O LL z w n: W c LL 7 O Z v ,�z , N Q � O 3 0 H r O •� L Q d d Q O, c� EQ L y .4+ C I 0 m � O IM _ O= /1 c ++ y O M ' �J • N , O T "0 O 0-0 = � d .`" O Gs O Z CL w O O .y =oma CL CL (5. 0 - r c -0 a, O a C hQ CCD •O d m 'a O O � � •b1 C O O � CLOCK i z m AD Z W W W 0- ti a 2 IMI mo L Q O Q c Q J O Z CL N c N, q(O MO OW -0 Ost O(O 000 N m0 -(D (DV: O Om - t` (D O N M O to a0 T O O - O to N V e- N 00 Cl) fD j v O LL N N N N V LO W V O M N W O V m N 'IT (D N N tt D) O - 00 (D V (O (fl CF) �- OD (D r- t0 0)6 OD V O6 - O(O .4 Q- V 6 Cl) 0 M m (O (04 ) M E E E ZI Q d N n O (D O H W ►E W J 2 � �0 LLI w0� H U) Q (f) `LLL OLL O(L0 Z D = U a0g w O to J -1Ola- Q0cr O UfLC H LO co J LO ^ .^w ^ w M Q w 00 N aLIJ N Z m N a? m M W >O � 2 j v C- LL Q LLI LU T - t0 X (O o0 iV N N � N OZ H w m3u) N -Z Z °1Z LL O %" Ow tL = c J W ,_w� vui O N W Z m W O c U) W Q._w2Q -SZZ W W W v O W LL '� _ Q O CJ to = O <r U. O c F- a. F- �z�m it jmm r 0o ZO J 0zOwj w O p U)T-(n F- W 0 �t Q mn J WW 0 0 w Eww< J 0 w 0zw< w w LL �QQQ ~ JW D W M U== =m J <wZ J 2OWZ< a. J m J a. m J J J J J H tUn0U 22QdO H?>'2~ ZEzO HJ2~N-<< ZoZO 000 O E E E ZI Q d N n O (D O H W ►E W J 2 � �0 LLI w0� H U) Q (f) `LLL OLL O(L0 Z D = U a0g w O to J -1Ola- Q0cr O UfLC H LO co (D LO a M Of N M Q 00 N N W M F' N LL Q t0 X (O o0 iV N N � N NQD CD CD T M M M N N M uW oZ t0 N O O co H Z O a H U) Z W z= OU aQ wQ_ = N (.):2 :2 N Q U-=' ww 0� W W m F - Z U) 0 Q Z U) (L U ~ - �wa0� W W W N L~L LLLO�J ¢0000 w w w Z Q Residence Solar Installation 317 Hillside Road North Andover, MA Gravity Loading: Roofs A & B — adequate to support the proposed solar panels It is our understanding that the panels will be installed using Pro Solar Roof Trac Rail (or equal) with L - feet (or equal) at approximately 48 inches on center (e.g., every two to three rafters). The leveling feet will be fastened directly into the existing joists with 5/16" diameter lag screws with a minimum embedment of 3". In addition, it is important that the leveling feet support locations be staggered between adjacent panels so that no single rafter supports more load than under the existing conditions. Wind Loading: Based on our calculations, the net wind loads imposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on the roof framing. In addition, provided that the leveling feet are attached to the roof framing members in a typical staggered fashion, the overall wind loading imposed on the structure and the individual framing members will not be impacted to any great extent. If you have any questions regarding this matter, please feel free to contact my office at 609-489-5511. We appreciate the opportunity to assist you with this evaluation. Sincerely, MPP Engineers, LLC Asma Farnni Ashutosh Patel, P.E. MA Prof. Eng. Lic. No. 48235 Page 3 Residence Solar Installation 317 Hillside Road North Andover, MA condition and is assumed to have one layer of asphalt shingles. The pertinent data is listed below: Roofs A & B (31 Panels Total): Roof Rafters: Spacing: Roof Slope: Horizontal Projected Length of Rafter (Horizontal Projection): Ceiling Joists: Collar Ties: Roof Sheathing: Condition of Framing: Roof Covering: Ground Snow Load, Pg: Importance Factor, I: Exposure Factor, Ce: Thermal Factor, Ct: Design Snow Loads On sloped roof: Basic Wind Speed: Importance Factor: Exposure: Analysis Results: General Considerations 2" x 8" (#2 Hem -Fir Assumed) 16" O.C. 28 Degrees 10 feet (Roof A), 12.50 feet (Roof B) Present Not Present (Roof A), 1" x 10" @ 32" O.C. (Roof B) Plywood Sheathing Good Asphalt Shingles 50 PSF from Table 8301.2 (5) of Massachusetts Residential Code 1.0 1.0 (Conservatively taken as Partially Exposed) 1.1 with Panels (Cold Roof) 1.0 existing condition (Warm Roof) 35.00 PSF (Existing — Unobstructed Warm Roof) 26.95 PSF (New Condition — Slippery Surface on Cold Roof) 100 MPH from Table R301.2 (4) of Massachusetts Residential Code 1.0 B ➢ The proposed solar panels consist of solar panels which impose a total weight of approximately 2.5 to 3 pounds per square foot (PSF) on the roof surface. From a practical standpoint, the International Residential Code allows up to 2 roof coverings on a residential dwelling. Each layer of roofing imposes a net load of about 2.5 to 3.0 PSF on the roof. From this perspective, since the existing roof has only a single layer of shingles, a second layer is allowed to be added by the code without analysis. This 2nd layer of shingles essentially weighs the same as the proposed solar panels that will be added instead. ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar panels are mounted slightly above the roof line, it would be conservative to consider a thermal factor Ct of 1. 1, treating the panel surface as a cold roof rather than as a warm roof. Based on the roof slope and considering it as a slippery surface, the snow load is reduced by 23% compared with the snow load acting directly on the existing shingled roof surface. The reduction equates to 8.05 PSF which completely offsets the weight of the solar panels. Page 2 April 30, 2015 Town of North Andover Building Department 1600 Osgood Street Building 20, Suite 2035 North Andover, MA 01845 RE: Residence Solar Installation 317 Hillside Road North Andover, MA Structural Assessment of Roof Framing MPP Project No: 15-0767 Dear Sir or Madam: Pursuant to your request, MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels. Our analysis was based on the framing information and configurations provided by Brightstar Solar. It is our understanding that the structural components of the existing roof framing are in good condition. It is further understood that all existing connections between the various roof framing members, including ceiling joists, rafters, and collar ties, are adequate to resist the current loading conditions and behave in the manner that a typical rafter and ceiling tie system is intended to behave prior to installation of the solar panels. Results Roofs A & B — adequate to support the proposed solar panels Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 780 CMR 51.00: Massachusetts Residential Code which has adopted the 2009 International Residential Code with Massachusetts amendments. Per Table R301.2 (1), the ground snow load to be used for each town is in accordance with Table R301.2 (5). Similarly, the wind speed for each town is in accordance with Table R301.2 (4). The roof framing was analyzed in accordance with Section R104.1 1 of the of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs (e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table R301.2 (5)). Wood members are analyzed and designed in accordance with the NDS 2005. The roof areas for the solar panels of this residence are framed with conventional 2x wood rafters in a gable configuration. Additionally, Roof B consists of collar ties. The existing roof structure is in good MPP Engineers, LLC 1 34 South Main Street, Suite D I Allentown, NJ 08501 609-489-5511(Phone) 1 609-489-5916(Fax) Customer Information: Chris & Suzanne Nobile 31.7 Hillside Rd. North Andover, MA 01845 (978)686-8814 • �%1d BRt.GHTSTA.R ,S,G t. A R Contractor information: Brightstar Solar, LLC w•ww.briahtstarsolannet (617)564-0050 611 Hosmer St. Marlborough, MA 01752 GENERAL CONTRACT FOR SERVICES MA #166783 Parties: This Construction Agreement ("agreement") is entered into by and between Chris & Suzanne Nobile, hereinafter referred to as "Customer", and Brightstar Solar, LLC, hereinafter referred to as "Contractor". Scope of Work: The scope of Contractor's work includes the complete turnkey installation of a grid -interconnected photovoltaic system as specified below at the Customer's residence. Photovoltaic (PV) System for the Nobile Residence:. 5ystem'Sire (DC.STC) 8,525. kitdwatts (W) Modyles (3iI Sbl twodd.SW275 (Black-on-Sla"c{ej Inn(et#ers: (31) Enphase; M25fl Wcaii3on' Soutlteastand Southwest -facing roofs,.froniof reser Monttx►ring:8► Meting: Enptiase Lrillgtiten 1Nonitbririg`& degrade°<b`leteY Contract Price and Progress Payment Schedule: The cost for the project specified in the Scope of Work shall be $31,207, subject to additions and deductions pursuant to authorized Change Orders and allowances. The project cost includes permitting fees and structural analysis by a Massachusetts Professional Engineer. Our installation carries a 5 -year warranty as outlined in the Minimum Technical Requirements section of the MA CEC application package. Total Project cost, A267 10096 Statte PV Rebate: Coritratt Price Net to.Custnrner $ '27057 90°hs . Pavneftt_s; °lo _ Milestone . Initial Deposit: $ 500 2% 1.2.116/14. bue.When,Agreement signed and.returnedix) colwactar ..: Custnrner's 2nd.-..$ -i3,7a944%. 5-/1465 nue u0 commencement of work at Ctutomer s ii dente ; .. Customer's l9nat: =$:13,729. 44°!° 51?9/15 We upon sut!tanti'al completion of work:a cost stner's rest ietncs Finat'(ttebote): 3 250 iii 5J29/15' Payable lnq MA CEC to Contractor upori;itnspec4rrur ,and ap irpva1 „ TOEalProject Cost: •$ 31,207 140°h Notice of Right to Cancel and Key Milestones: You the buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. Agreement Transaction Date: December 16, 2014 Estimated Start Date: May 18, 2015 Estimated Completion Date: May 29, 2017 Chrn & Sbzanne Nobile, Customer l Jon Reese, .President, Brightstar Solar LLC Date t 12116!2414 Date. Copyright 2oio Brightstar Solar, .LLC CONFIDENMAL and PROPRIETARY I Sunmodule;/,/ Plus SW 275 MONO BLACK PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' Maximum power P,,,,, 275 Wp Open circuit voltage Vr,r 394V Maximum power point voltage V,,,,P 31.0 V Short circuit current -- . ---I,r 9.58 A Maximum power point current COMPONENT MATERIALS 8.94 A Module efficiency nT 16,401/ `STC.1000 W/m2, 25'C, Aho 1.5 Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) 1) Measuring tolerance (l?,,,-) traceab eto TUV Riie!nla:nd.+/-2% (--,UV Pourer Controlled). THERMAL CHARACTERISTICS Black anodized aluminum weight NOCT SYSTEM INTEGRATION PARAMETERS 48 'C TC 1„ 1000V 0.044 %/'C TC v,, Number of bypass diodes -0.31 %/-C TC P_r, Two rail system 113 psf downward -0.43 %/-C Operating temperature Design Loads` 40'C to 85'C ISI 1000 W/m2 800 W/m2 W 600 W/m2 400 W/m2 oo ...._._._200 W/m2 100 W/m2 65.94 1.22 (31) Module voltage [VI Vac 1.33 (288) Version 2.5 frame bottorn mounting holes L X4 Q0 (107)1 Al': units provided are imperial. SI units provided n parentheses. SolarWorld AG reserves the right to make specification changes without notice. PERFORMANCE AT 800 W/m', NOCT, AM 1.5 Maximum power p- 203.1 Wp Open circuit voltage Vr„_ 35.7 V Maximum power point voltage V,,,,, 28.1 V Short circuit current I,r 7.75 .A Maximum power point current I71P 7.22A fWrlor reduction in effic.ency under partial load condalons at 25°G at 200 W/ rn2,100 (+1=2%) of the STC efficiency (1000 W/m2) achieved. COMPONENT MATERIALS Cells per module ___.__.------------—_........... 60 --..... _...... Cell type ....--_------__._...._._._._---------------. Mono crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front Tempered glass (EN 12150) Frame Black anodized aluminum weight 39.S lbs (179 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC 11 /NEC ----- - 1000V - - - - Maximum reverse current -._._... ------ -- --- ................... -- 16 A Number of bypass diodes 3 Design Loads' Two rail system 113 psf downward 64 psf upward Design Loads` 170 psf downward Three rail system 71 psf upward Design Loads'Edge mounting 30 psf downward 30 psf upward " Please refer to the So n mod 'Ile. nstal ]at io n nslruct ons for the detaus associated with these bad Cases. ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp 1 -Box - --_ --- -- ............... --- IP65 Module leads ...--- ................ ---- -_ -----___...__..___........_ - -- ----- - .... ......... PV wire per LJL4703 with H4 connectors ---- - -- Module.yp �-- a UL 7703 1 Glass Low iron tempered with ARC VERSION 2.5 FRAME Compatible with both "Top -Down" arid "Bottom" mounting methods 4rGrounding Locations: 4 corners of the frame 4locations along the length ofthe module in the extended flanges SW-01-60251JS 08-2014 '_ TUV Power controlled: %��inl,nd _ 4� Lowest measuring tolerance in industry Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice Sunmodule Plus: Positive performance tolerance 25 25 -year linear performance warranty and 10 -year product warranty L41Glass with anti -reflective coating World-class quality!�" 4�" l e. 73� � .11n-';: 1 ""_ Fully -automated production lines and seamless monitoring of the process and mate- rial ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. UL 1703 SAIDodud 41 guarantees a maximum performance of 0.7% p.a. the course of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry. In addition, SolarWorld is offering a product warranty, which has SW 275'M0NQBLA'C'X1 been extended to 10 years.* 4 '_ TUV Power controlled: %��inl,nd _ 4� Lowest measuring tolerance in industry Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice Sunmodule Plus: Positive performance tolerance 25 25 -year linear performance warranty and 10 -year product warranty L41Glass with anti -reflective coating World-class quality!�" 4�" l e. 73� � .11n-';: 1 ""_ Fully -automated production lines and seamless monitoring of the process and mate- rial ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. UL 1703 25 -year linear performance guarantee and extension of product warranty to 10 years SolarWorld digression in I— C E guarantees a maximum performance of 0.7% p.a. the course of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years.* 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.com ffiw� MADE IN USA OF US AND IMPORTED PARTS asFtJack rBulk packaging means easier stocking abilities, less packaging waste and quicker, more convenient installation. Everything in the photo below is shipped in a recloseable box for storage of extra parts. Ca!ent h63ti�a9' Easy Installation: The Fast Jack® is available in four convenient sizes. All sizes are packaged in quantities of 18 per box: 18 - 1" Round Posts (3", 4-1/2", 6" or 1-1/2" tall) 18 Threaded bases 18 3/8" x 3/4" SS Hex Bolts 18 3/8" SS Flat washers 18 5/16" x 3" SS lag bolts 18 5/16" SS Flat Washers © Professional Solar Products, Inc. March 1006. FastJack Patent #6,360,491 Flashable Roof Stanchion The patented design of the Fastlack® can be easily expressed as the most innovative, efficient and cost-effective tool of it's kind! Between the precision CN( machined base and stanchion along with strict engineering and material standards, the Fastlack® has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (in(luded)! Four Sizes Available! 3" High Part# FJ -300-18 For low profile installations using Ootey® flashings (for composition shingle roof -tops) 4-1/2" High Part# FJ -450-18 For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ -600-18 For standard flashings (for flat the rooftops) 7-1/2" High Part# FJ -750-18 For standard flashings (sized for S-curve file roofs and/or double flashed installations) The Fast Jock(O design is covered under Pat. #6,360,491 Using 1 ea. 5/16" x 3-1/2" Log Bolt Laboral0iy 1 Psted 2,359 Is Vertical Pullout.' 808 Is We Axial Pullout.' FastJackO FJ -300-18 For Oatey® style flashings Fastlack® FJ -450-18 For standard height floshings Commercial Fastlack® also available (rated at 4,250 lbs.) ......... _.� Benefits of the FastJacka Easy installation of flashings on 318" x 314" 3f8" SS • Removable post makes installation on existing ..,,,�. Flat Washer p g e SS Hex Bolt roofs/retrofit quick and easy (refer to the illustration existing roof -tops to the right) S e re,a s fer roof-tops Patented design locates the log bolt directly under the stanchion providing superior strength values • Fast & easy to install - saves time and labor costs • Precision machined from extruded aluminum,. there are no welds to corrode or break • Significantly lighter than steel for. installer convenience and reduced shippingcosts. • Integrated drill guide insures perfect pilot holes every time - minimizes the possibility of splitting roof rafters • Base design allows virtually any roof flashing to install flat on the roof deck Email us for more information prosolariPprosolar. com The post can be Standard & Oatee Flashings installed through slip over the base and under the the top of the delicate shingle s flashing \° w. � The Commonwealth of Massachusetts Print f=orm Department of Industrial Accidents Office of Investigations x 4 1 Congress Street, Suite 100 `% Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Brightstar Solar Address: 611 Hosmer St Citv/State/Zip: Marlborough, MA 01752 Phone #: 617-564-0050 Are you an employer? Check the appropriate box: l .✓❑ I am a employer with 2 4. ❑ I am a general contractor and 1 employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 3. ❑ I am a homeowner doing all work officers have exercised their myself. [No workers' comp. right of exemption per MGL insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' comp. insurance required.1 Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.0 Electrical repairs or additions 11.❑ Plumbing repairs or additions 12. ❑ Roof repairs 13.❑✓ OtherSolar PV Installation *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: Harford Casualty Insurance Company Policy # or Self -ins. Lic. #:84WECBL5407 Expiration Date:(A. 1 I �a\S Job Site Address: 2s\:1 -\A\ \N --"%1a, -0— 'Pa City/State/Zip: (1 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 un er th r andpenalties of erjury that the in ormation provided above is true and correct. CIR1l7+11YP• /l/V l/1 r�aiP' S I � L?�l� Phone #:617-564-0050 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 #: ACORD- CERTIFICATE OF LIABILITY INSURANCE DATE 1/21 MIDDIYYYY) 1/21/2015 PRODUCER THIS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION LTR ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ASSET ONE INSURANCE SERVICES HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 575 Anton Blvd 3rd Fl ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. LIMITS Costa Mesa, CA 92626 (714)625-8204 INSURERS AFFORDING COVERAGE NAIC # INSURED Brightstar Solar, LLCINSURER A: Preferred contractors Insurance Co. INSURER B: Progressive Insurance Co. EACH OCCURRENCE $ 1 000 000 INSURER C: Hartford Casualty Insurance Company 257 Maple St, Unit 2 INSURER D: Marlborough, MA 01752 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTEDBELOW 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 ISSUBJECT TOALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS AUTHORIZED REPRESENTATIV GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 PREMISES (Ea occurence) $ 100 000 X COMMERCIAL GENERAL LIABILITY MED EXP (Anyone person) $ 5 000 CLAIMSMADE [I OCCUR PERSONAL &ADV INJURY $ 1,000,000 A X PCIC5009-PCA6878 6/1/14 6/1/15 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000 000 PRO - POLICY JECT LOC AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY $ (Per person) ALLOWNED AUTOS X SCHEDULED AUTOS BODILY INJURY $ (Per accident) B X HIRED AUTOS NON -OWNED AUTOS 04732516-0 6/1/14 6/1/15 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EAACCIDENT $ OTHER THAN EAACC $ ANYAUTO AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ IOCCUR CI CLAIMSMADE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND X I TORY LIMITS ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ inn In ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $ Ci OFFICER/MEMBER EXCLUDED? Ifyes, describe under SPECIAL PROVISIONS below 84 WEC BL5407 6/1/14 6/1/15 E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION ACORD25 (2001108) I / © ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIV ACORD25 (2001108) I / © ACORD CORPORATION 1988 Massachusetts - Department Of Pubfic SafetY Board of Building Regulations and Standards Cumtruction Stip ervisiot I & 2 Family License: CSFA-106996 JONATHAN REESE 611 HOSMER STREET"`44 Madhor,oughMAF01" $1,"4, Expiration, 02107/2016 ofrice of Consumer Affairs& 86iness Regulation HOME IMPROVEMENT CONTRACTOR M. Registration- '166783 Type: V—w--*Expiratio : n VJ2016 LLC BRIt�iTSTAR SOLAR,11.t.,: JONATHAN REESE 97 STRATHMORE RD 4: BRIGHTON, MA 02135 Undersecret;;;