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0023 ASHLEY DRIVE
z • n ' , ,Y ,Yy' :.,. H- :rn x. :{„ r '(e., r�. :!,s �.. ,,� Y .L ,'.-�.�.a _yam_ {...y �•��. �'�e �� 'v" Mtn? r.. �:���.we�,�' -i�- _ �W J5 fi pp ,. fk ;y, r r ,. � yw� ,� 1 f Pa n•-�rtl5�ar `! tk _' .�' 0 - S a , d y' t c c _ j a , t . .w : TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel e!f '/ Pication Health Division Date Issued $112J�`/ Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH --- _ Preservation / Hyannis Project Street Address �,�,4s�1 y.�r1tIG_�.q/?�c%S�.q.��� AW ®796 3A Village Ccn,-4gy udfc, Owner AddressX6A.V4" 1w4"I!/t,IVA OA637, Telephone ✓`b�-y�8-�'/�'i� Permit Request So4w x1kz&e Pt-vr1s oNRcoorettx erlxsz1/1%,4ueae. 4 Je �af2yce�nCG�c✓ tLt!<P 7y V-d�Gls T6 � JBD�6 239-oa Square feet: 1st floor: existing used 2nd floor: existing -ffOse1-Z Toil new Zoning District N-C Flood Plain Groundwater Overlay'- ,-, ,` Q Project Valuation Construction Type slrter AVS -so�s►�'.t..e�r � Lot Size ,vo e.44* !J t- Grandfathered: ❑Yes _"�(No If yes, attach supporting_docuir-pntation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) C-, r Age of Existing Structure 0411 i-s -..Historic House: ❑Yes A No On Old King's Highway: ❑Yes JXNo Basement Type: ❑ Full ❑ C+ A J-Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing --AJA - new Half: existing -- AJA- new -- Number of Bedrooms: a-iyA - existing - new Total Room Count (not including baths): existing -new First Floor Room Count Heat Type and Fuel: ❑ Gas-/QII*il". ❑ Electric ❑ Other Central Air: ❑Yes ❑ No- pfaces: Existing New Existing wood/coal stove:--UYV ❑ No Detached garage: ❑ existing- ew size_Pool: ❑ exist -❑ new size = Barn: ❑ exissiW ® new size_ Attached garage: ❑ exietir4,]7iew size _Shed:-O in ❑ new size Other: '-- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XNo If yes, site plan review# Current Use Proposed Use X/o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name eQ•� Ells Adk&ee,'� Telephone Number Address do-Por .."c A06 Pr + `�0?4�0 License # CS 107663 Home Improvement Contractor# Email xlAfj c.,Lgx a .seg p.ceirY, com Worker's Compensation #WA,*11166 Q044USO R3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO c✓u�r,.�s��r SIGNATURE V DATE 1 FOR OFFICIAL USE ONLY OPLICATION# QATE•ISSUED MAP./PARCEL NO. y d . _ ADDRESS VILLAGE. ' f OWNER.. w st •A - • DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 5 ELECTRICAL: ROUGH , FINAL t y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL B.UILD:ING, DATE-,CLOSED OUT A:S-SOCIATION PLAN NO. ' N ~ i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 400 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Aaaticant Information Please Print Legibly Name (Business/Orgatuzation/lndividual): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo,CA,94402 Phone #: 888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.0 1 am a employer with 5000 4. ® 1 am a general contractor and 1 6 New construction employees(full and/or part-time).* have hired the sub-contractors 2.Ej I am a sole proprietor or partner- listed on the attached sheet. t 7• Remodeling ship and have no employees % These sub-contractors have 8. ❑Demolition. working foor me in any capacity. workers' comp. insurance. 9. Building addition, [No workers' comp. insurance 5. ®We are a corporation and its required:] officers have exercised their 10.E]Electrical,repairs or additions 3.0 1 am a homeowner doing all work right of exemption per MGL 11.[]Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.o Roof repairs insurance required.] t employees. [No workers' 13.0 Other Solar comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. #Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jo'b site information. Insurance Company Name: Liberty Mutual Insurance Company 7 9/1/14� Policy#or Self-ins. Lic.#: -6_ b 2. 5 3 Expiration Date: -- 201 Oak Street Centerville MA Job Site Address: City/State/Zip: 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 maybe forwarded to the Office of m Investigations of the DIA for insurance coverage verification. I do hereby certify under the painsand penalties of perjure that the information provided above is true and correct. , Signature: ��' f� ate: 7/23/2014. —�'� �� D Phone#: 888-765-2489 Official use only. Do not write in this area,to be completed by city or town official City or Towne 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#: ,4 �® CERTIFICATE OF LIABILITY INSURANCE 08/2 /2013 Y) 08/21/2013 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 REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(iss)must 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 certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 0726293 1-415-546-9300 CONTACT Brendan Quinlan Arthur J. Gallagher S CO'. PHONE FAX Insurance Brokers of California, Inc., License #0726293 AI NO.EEtl- 415-536-4020 1255 Battery Street #450 E-MAIL Brendan 9!�inlan@ajg.com ADDRESS: 9u 79• San Francisco, CA 94111 INSURER(S)AFFORDING COVERAGE y NAIC If INSURERA: LIBERTY MOT FIRE INS CO 23035 INSURED - INSURERS: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C: 3055 Clearview Way INSURERD: San Mateo , CA 94402 INSURER E: INSURER F: - COVERAGES CERTIFICATE NUMBER: 35272277 REVISION 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 ADDL SUER POLICY EFF POLICY EXP LT R .TYPE OF INSURANCEimm POLICY NUMBER MM/DDIYYYY MM/DDIYYYY LIMITS I A GENERAL LIABILITY T82661066265053 09/01/1 09/01/14 EACHOCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED 100,000 PREMISES(Ea occurrence $ CLAIMS-MADE FRI OCCUR _ MED EXP(Any one - -ion) $10,000 )F' Deductible: $25,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP AGG $2,000,000 X POLICY PRO —JEC - LOC $ A AUTOMOBILE LIABILITY AS2661066285 43 COMBINED SINGLE LIMIT _(Ea accident) S 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS - AUTOS ( ) NOWOWNED PROPERTY DAMAGE HIRED AUTOS AUTOS S - Peraaideat $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB - CLAIMS-MADE AGGREGATE $ OEO RETENTION$ $ B ANDEMPS YERS'LSATION - WC7 6 610 6 62 65 03 3 (WI Retr)) 09/01/1 09/01/14 X WCSTATU- OTH- ANDEMPLOYERS'LIABILITY YIN N S B ANY OFFICERIMEM PROPRIETOR/PARTNER/EXECUTIVE - WA766D066265023 (Ded) 09/01/1 09/01/14 E,L.EACHACCIDENT $ 1,000,000 " OFFICERIAIEMBER EXCLUDED? � NIA (Mandatory in NH) E.L.DISEASE-FA EMPLOYEE $ 1,000,000 If yes,descr@e under ` DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Proof Of Insurance. } CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 Office of Consumer Affairs d Business Regulation 1 Park Plaza - Suit 0 Pa e 5170 Boston, Massachusetts 02116 Home Improvement Contractor.Registration Registration: 168572 { Type: 'Supplement Card SOLARCITY CORPORATION Expiration: 318/2015 CRAIG ELLS - -- _ — ---- 24 ST. MARTIN STREET BLD 2 UNIT 11'' MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA i ., ara.ts i i E] Address ' Renewal n Employment .L] Lost Card Office of Consumer Affairs&Business Regulation License.or registration valid for individul use only before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR P Office of Consumer Affairs and Business Regulation Registration: 168572 TYp(: 10 Park Plaza Suite 5170 Expiration: 3/8/2015 Supplement :ard. Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI MAhLBOROUGH,MA 01752 _ — - _ - -- Undersecretary Not v lid without signature t { , ( "Aassactrusetts n Dep iriment of Pt•blic�afettl 4 ! Board of Building Regulations and Staoda(ds t.fl9itlikl'i1�it1111tarr41�!R1' - r . t:me,nse. CS-107663 CRAIG ELLS Al- 206 BAKER STREET " Keene NH 03431' t C�rtRtt!!��ltaa�t�+ 08/29/2017 . Office of Consumer Affairs and Business Regulation ' 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration :,�r, Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION L ' '�* Expiration: 3/8/2015 NILE MILLER r 24 ST. MARTIN STREET BLD 2 UNIT 11 7- MARLBOROUGH, MA 01752 x Update Address and return card.Mark reason for change. scn i Ca 2oM osn i 0 Address E] Renewal ❑ Employment Lost Card G�qc Tfcanrrlco7rrri"c -` Met of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return,to: Office of Consumer Affairs and Business Regulation egistration: 168572 Type, 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement 1:-ard Boston,MA 02116 SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UN1 ���-- — ........... �G I�IA�LBOROUGN,MA 01752 Undersecretary Not valid without signature r DocuSign ErWplope ID:87F36510-05D7-42E5-BE30-A33AE5FEE298 Ik SOlarCity Power Purchase Agreement Amendment Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.We estimate that your System's first year annual production will be 9,484 kWh and we estimate that your average first year monthly payments will be$101.16.Over the next 20 years we estimate that your System will produce 180,937 kWh.We also confirm that your electricity rate will be$0.1280 per kWh,(i.e.electricity rate$0.1280 and tax rate $0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.5%per year. Your Details Exactly as it appears on your utility bill Customer Name&.Address Customer Name Service Address Steve Luciani 23 Ashley Dr 23 Ashley Dr Barnstable,MA 02632 Barnstable,MA 02632 As soon as you acknowledge the above design and production details by signing below,we will schedule your installation.If you have any questions or concerns please contact your Sales Representative. Cost( Name:Steve Luciani SolarCity 7/9/2014 SOLARCITY APPROVED 79cs4Es; Date Signature: gj LYNDON RIVE,CEO Customer's Name: (PPA),Power Purchase Agreement lolarCity Date: 7/3/2014 Signature Date t t 3055 CLEARVIEW WAY, SAN MATED, CA 94402 888.SOL.CITY 1888.765.2489 SOLARCiTY,COM MA MC 168572/MA LIC.MR-1136 . ; I Cny, OWNER AUTHORIZATION Job ID: C) 3 , Location: 3 Ay ley Qr < b/e A4 - I 6S✓eUe t VGl" as Owner of the subject property - hereby authorize SolarCity Corp—HIC.168572/ MA Lic 1136 MR to act on my'. behalf, in all matters relative to work authorized by this building permit application and signed contract. - s Signature of Owner: ate: C. + t;.;, •i.T. .rs���'I::..c.n;a:iri_,.. :Ii�ii,1._ ht,rl.,., i,,.n,f.9,i+.+r 7.+`r � nF.i .,-OC f.:i?{ � `:�.-;-+. ?P,�, SrJEkRE'ITY.CCYA7 6. F.._L:'.'1.•..K dE 3{,'.0 E..-141 -.T PI: :;.276 f. rll ?ilQ Q,.:2H a NV,0i. [M9l.:L::.4R.NI V, 1 .uJ.M M-'4.Z.iui i.!r 814.E W- : ..7 7.,_G.: Version#36.1 OF SolarCity. �. p AIR IVI tG� 30%Ciearview Way,San Mateo, CA 94402 MASSOUMI (888)=SOL-CITY(7652489) 1 www.soiarcity.com ' CIVIL May 24,2014 Nw, '555 Project/Job# 026239 ,c� ;�1► RE: CERTIFICATION LETTER c�S ' Project: Luciani Residence -" 23AshleeDr 02632 A'mir Ma$$0um TO Whom It May Concern, 20.14.05.27 07:02:41 -07 00 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS Risk Category= II -Wind Speed = 110 mph, Exposure Category G -Ground Snow Load = 30 psf -MPl: Roof DL= 14.5 psf,Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) -MP2: Roof DL=9 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) -MP3: Roof DL= 14.5 psf,Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) -MP4: Roof DL= 9 psf, Roof LL/SL 21.psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) Note:.Per IBC 1613.1; Seismic check is not required because Ss= 0.19069< 0.4g and Seismic Design Category(SDQ = B< D On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. 'I certify that the structural roof framing and the new attachments that directly support the gravity loading'from PV moduleshave been,, reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, y Amir Massoumi,P.E. Civil Engineer, - Direct: 650.963.5611. email: amassoumi@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,.CA CSLB 888104,.CO�C 8041,QT HIG 0832778„DC HIC h101488,DC HIS 71101498,Hi CT-N770,MA HIC 168572,MO M]'IIC 128948,NJ 13YH08180800, - ORCCB'180a98;_PA 07734$;TX'TDiti 2700B;wnGCL--.S(SLAK7C'9t907.02Qt3SduGiy.All.IOtils rosrrv6d. - 0 , 05.24.2014 SolarCity SleekMountlrl PV System Version#36.1 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Luciani Residence AHJ: Barnstable Job Number: 026239 Building Code: MA Res. Code, 8th Edition Customer Name: Luciani,Steve Based On: IRC 2009/IBC 2009 Address: 23 Ashley Dr ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/ Longitude: 41.672542 -70.367804 Stamp Req'd? Yes SC Office: South Shore PV Designer: Andrew Riggs Calculations: Jesus Santiago EOR: Amir Massoumi P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP 0 Race •g. Ir • 2 • Dqicli qa(-94A�Massc�-[S-..- 23 Ashley Dr, Barnstable, MA 02632 Latitude: 41.672542, Longitude: -70.367804, Exposure Category:C i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Pro erties Soan 1 11.07 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8:25 in.A2 Number of Layers(Comp Only) 2 Layers San 4 S. 7.56 in.A3 Re-Roof to i Layer of Comp? No San 5 I 20.80 in.A4 Plywood Sheathing Yes Total Span 11.73 ft TL DefPn Limit 180 Board Sheathing None PV'1 Start 0.83 ft Wood'S ecies SPF Vaulted Ceiling Yes PV 1 End 10.00 ft Wood Grade #2 Rafter Sloe 230 PV 2 Start Fb 875 psi Rafter S cin 16"O.C. PV 2 End F 135 psi Top Lat Bracing Full PV 3 Start E 1400000 Bot Lat Bracing Full PV 3 End Emin 510000 Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.5 psf x 1.09 15.8 psf 15.8 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL SL1,2. 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load TL 36.8 psf 40.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2. pf=0.7(CQ)(C)(IS)p9; Cp=Ct=Is=1.0; Member Desi n Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 1.00 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 51 psi 0.7 ft. 155 psi 0.33 Bending + Stress 1288 psi 6.2 ft. 1504 psi 0.86 Governs Bending - Stress -7 psi 0.7 ft. -1504 psi 0.00 Total Load Deflection 0.61 in. 6.2 ft. 216 0.83 CALCULATION OF DESIGN WIND LOADS- MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity_SleekMountTM Spanning Vents No _ Standoff Attachment Hardware Com Mount T e C Roof Slope 230 Rafter Spacing 16"O.C. Framinq TyDe Direction Y-Y Rafters Purlin_Spacing _X-X PPurlins_Only_,, NA Tile Reveal Tile Roofs Only NA Tile Attachment System __ Tile Roofs Only NA IStanding Seam Spacing �SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Method Partially/Fully Enclosed'MethM - Basic Wind Speed V v 110 moh Fig.6-1 Exposure Category C Section 6.5.6.3, Roof Style Gable Roof Fig.6-11B%qD-l_ Mean Roof Height A h 15 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic FactorK _____r_ 1.00 _S_ection 6 5.7� Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down). 0.45 Fig.6-11B/CJD-14A/B Design Wind Pressure p p= h GC) Equation 6-22 Wind Pressure Up P -19.6 Psf Wind Pressure Down 10.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_____=_� -_Landscape 24" _ NAB_ Standoff Confi uration Landscape Staggered Max Standoff Tributary real Trib _ 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -308 Ib_s_ Uplift Capacity.of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 1 61.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever _ Portrait_ __ 191, NA- Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual _ 385 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacitv DCR '" 77.1% I I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 - Horizontal MemberSpans Rafter Pro erties Overhang . 0.66 ft Actual W 1.50" Roof System Pro erties . Span 1 12.97 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.A2 Number of Layers(Comp Only) 2 Layers San 4 S. 7.56 in.A3 Re-Roof to 1 Layer of Comp? No San 5' I 20.80 in.A Plywood Sheathing Yes Total Span 13.63 ft TL DefTn Limit 120 Board Sheathing None PV 1 Start 2.58 ft Wood Species SPF Vaulted Ceiling No PV 1 End 11.75 ft Wood Grade #2 Rafter Sloe 230 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F 135 psi Top Lat Bracing Full PV 3 Start E 1400000 Bot Lat Bracing At Supports PV 3 End Emin 510000 Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.09 9.8 psf 9.8 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live.Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load TL 1 30.8 psf 34.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(CO(Is)p9; Ce=Ct=Is=1.0; Member Desi n Summary(Der NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.56 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 50 psi 0.7 ft. 155 psi 0.32 Bendina Stress 1500 psi 7.2 ft. 1504 psi 1.00 Governs Bending - Stress -5 psi 0.7 ft. -843 psi 0.01 Total Load Deflection 0.98 in. 7.1 ft. 159 0.75 y [CALCULATION OF�DESIGN_WIND LOADS_-MP2 _ - ____ _ 77 Mounting Plane Information Roofing Material Comp Roof PV System TYpe SolarCitySleekMountIm Spanning Vents -- No---- Standoff Attachment Hardware Comp Mount T e C Roof Slope 230 Fft Rafter Spacing _ __ __ _ _ _ _ - 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing_ �X-X Purlins Only NA Tile Reveal_ Tile Roofs Only NA Tile Attachment System - Tile Roofs Only NA Standin Seam Spacing _Tile Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Method _ _ _ _Partially1 Fully Enclosed Method -- - ----- Basic Wind Speed V 110 mph Fig.6-1 Exposure Category _ - - C Section 6.5.6.3 Roof Style _ Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft . Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic_Factor__ _ Krt_ _- 1.00 - Section 6.5.7 Wind Directionality Factor ICd 0.85 Table 6-4 Importance Factor I .1.0 Table 6-1 Velocity Pressure 4n qh 0.00256(Kz)(Kzt)(Kd)(V-2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ezt. Pressure Coefficient Down G 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U ° -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing e Landscape 64" 39" Max Allowable Cantilever _ _ __Landscaped 24-' NA_ Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Trib -17 sf .• PV Assembly Dead Load W-PV 3 psf Net Wind,Uplift at Standoff Standoff Tactual 7308 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR X-Direction Y-Direction Max Allowable Standoff Spacing____ Portrait 48" 64" Max_Allowable Cantilever,,, Portrait 19" NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff_ T-actual 385 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 77.10/ s STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK-_MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro ernes Overhang 0.66 ft Actual W 1.50" Roof System Pro erties Span 1 7.97 ft. Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal . Yes ,. Roofing Material Comp Roof Span 3 A 8.25 in.A2 Number of Layers(Comp Only) 2 Layers San 4 S, 7.56 in.A3 Re-Roof to 1 Layer of Comp? No San 5 I 20.80 in.A4 Plywood Sheathing Yes Total Span 8.63 ft TL DefPn Limit 180 Board Sheathing , None PV 1 Start 1.58 ft Wood Species SPF. Vaulted Ceiling Yes PV 1 End 7.50 ft Wood Grade #2 Rafter Sloe 279 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End Fy 135 psi Too Lat Bracing Full PV 3 Start E 1400000 Bot Lat Bracing Full PV 3 End Emin 510000 Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.5 psf x 1.12 16.3 psf 16.3 psf PV Dead Load PV-DL 3.0 psf x 1.12 3.4 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SLI,Z 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load TL 1 37.3 Psf 40.6 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(re)(Cj(IS)pg; Ce=Ci=Is=1.0; Member Des!an Summa (Der NDS Governing Load Comb CD CL m CL - CF Cr D+S 1.15 1.00 1.00 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 36 psi 0.7 ft. 155 psi 0.23 Bendin + Stress 675 psi 4.7 ft. 1504 psi 0.45 Governs Bendin H Stress -7 psi 0.7 ft. -1504 psi 0.00 Total Load Deflection 0.17 in. 4.6 ft. 574 0.31 y } r CALCULATION OF-DESIGN WIND_LOADS - MP3 _ Mounting Plane Information Roofing Material Comp Roof PV System Type Sol6CitySleekMountT" Spanning Vents No Standoff Attachment Hardware comp Mount T e C Roof Slope 270 Rafter Spacing -- -'-- - 16"O.C. Framin Type Direction Y-Y Rafters Purlin_Spacing- - -- - X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment Systems_ Tile Roofs Only NA Standin Seam S acing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design Method - _ Partially%Fully Enclosed_Metho_d Basic Wind Speed V _ 110 mnh Fig.6-1 Exposure_Category_ C Secfiori 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/BB Mean Roof Height h 15 ft I Section 6.2 Wind Pressure Calculation Coefficients - Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor- -Krt _ 1.00 __ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC ,,,,, 0.45 Flg.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure Up p -19.6 psf Wind Pressure Down 10.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64 3911 Max Allowable Cantilever --__Landscape�, � 24 � _� NA______ Standoff Confi uration Landsca Staggered Max Standoff Tributary Area_______ Trib _ _ __ - _17 sf ._ PV Assembly Dead Load W-PV 3 psf Net.Wind UUplift at Standoff T-actual- -309 Ibs Uplift CaCapaciN of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR .61.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 4811 6411 Max Allowable Cantilever Portrait 19" NA__ Standoff Confi uration Portrait Staggered Max Standoff Tributary Area- Trib 21 sf . PV Assembly Dead Load W-PV 3 psf Net And Up lift at Standoff_ Tactual _ ___- _ -386 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.3% STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Pro erties Span 1 12.24 ft Actual D Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.A2 Number of Layers(Comp On 2 Layers Span 4 S. 7.56 in.A3 Re-Roof to 1 Layer of Comp? No Span 5 I 20.80 in.A4 Plywood Sheathinj Yes Total Span 12.90 ft TL Defi'n Limit 120 Board Sheathing, None PV 1 Start 2.92 ft Wood Species SPF. Vaulted Ceiling No PV 1 End 1108 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb 875 psi Rafter S do 16"O.C. PV 2 End F 135 psi ITop Lat Bracing ' Full PV 3 Start E 1400000 Bot Lat Bracing At Supports PV 3 End Emin 510000 . Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.09 9.8 psf 9.8 psf PV Dead Load PV-DL . 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load TL 1 30.8 psf 1 34.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CE)(Cd(Is)pg; Ce=Ct=Is=1.0; Member Desi n Summary r NDS Governing Load Comb CD CL + CL - CF Cr D+S 1 1.15 1.00 1 0.59 1.3 1A5 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 47 psi 0.7 ft. 155 psi 0.30 Bendin + Stress 1336 psi 6.8 ft. 1504.psi 0.89 Governs Fending Stress -5 psi 0.7 ft. -888 psi 0.01 Total Load Deflection 0.78 in. 6.8 ft. 189 0.63. r ' i [CALCUL'A 1400 OF DESIGN WINDaLOADS_-:MP4 Mounting Plane Information Roofing Material Comp Roof PV Sy_stem Type SolarCity SleekMountT"" Spanning Vents No Standoff Attachment Hardware Comp Mount T e C Roof Slope 230 Ra_fter_Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA _ Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only _ - _ _ _ NA Standin Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code - ASCE 7-05 _ Wind_Design Method Partially/Fully Endosed,Method Basic Wind Speed V 110.mph Fig.6-1 Exposure Category C Section 6.5.6.3_ Roof Style Gable Roof. Fig.6-11B/C/D-14A/B Mean Roof Hei ht h - 15 ft� Section 6.2T' Wind Pressure Calculation Coefficients Wind Pressure Exposure 0.85 Table 6-3 Topographic Factor 1.00 Section 6 5.7 _ - _ _ Wind Directionality Factor ICd�!_ 0.85 Table 6-4 Importance Factor I 1.0 Table.6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down , 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p =qh(GC ) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape_ 24" � NA_ Standoff Confi "ration Landsca a Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Rqjd Load W-PV 3 sf _ Net Wind Uplift at Standoff, T-actual ' _ -308 Ibs Uplift Caapacity of Standoff T-allow~ 500 Ibs Standoff Demand/Capacity DCR 61.6% X-Direction Y-Direction Max Allowable Standoff Spacings Portrait _ 48" 64" M — �_— Max Allowable Cantilever Portrait , 19� _ NA Standoff Con uration Portrait Staggered Max Standoff Tributary_Area __ Trib.� - 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at StandoffTactual- -385 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.1% Town of Barnstable Building . rasn Post°This Card So That it is Visible From=the Street-Approved Plans:Must be'Retamed on lob and thisCard Must be Kept Posted Until,Final Inspection Has Been Made z -,£ $. M Permit Where a Certificate'of °Occu anc 'as Re aired,such Buildm shall Not be Occu ieduntil a Final Ins ection has been made Permit No. B-20-295 Applicant Name: HOME WORKS ENERGY INC. Approvals Date Issued: 01/30/2020 Current Use: - Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/30/2020 Foundation: Location: 23 ASHLEY DRIVE,CENTERVILLE Map/Lot:; 172-051 Zoning District: RC Sheathing:, Owner on Record: LUCIANI, DOROTHY&STEPHEN TRS Contractor-Name:2�HOME WORKS ENERGY INC. Framing: 1 Address: 23 ASHLEY DRIVE ' Contra ctor=License,: 18`1138 2 CENTERVILLE, MA 02632 i Est. Project Cost: $4,532.00 Chimney: Description: weatherization i Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid $85.00 Final: . :. . Date: / 1/30/2020 9' G 'J C/ Plumbing/Gas Rough Plumbing: -. :...- T. Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the�'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-lawsand codes.. This permit shall be displayed in a location clearly visible from access street of oad and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. -- - Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are provided on-this permit. Minimum of Five Call Inspections Required for All Construction Work: ' Service: 1.Foundation or Footing ;- Rough: 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy _ Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: r o, TOWN OF 5ARNSTABLE Application number.... 2 10 € Fee .............................................................�.� All 6' Q it tease.mom Building Inspectors Initials..... .............................. � TOIu Date Issued:......�13°......................................I...... Map/Parcel.............�.C�.....os. . i TO OF BA STABLE EXPEDITED PERMIT APPLICATION: SCANNED ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: 2- D f 1 V 2. NUMBER STREET VILLAGE Owner's Name: S p k4lr\ L-j c,c r\ ; Phone Number 50 R-2y 2R - 964 Email Address: N Cell Phone Number Project cost$ �� rj S 2 , C'\ Check one Residential_� Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize SEE ATTAC-J� ML NT to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK ❑ Siding ❑ Windows (no header change)# MInsulation/Weatherization ❑ Doors(no header change)# Commercial Doors require an inspector's review ❑ Roof(not applying more than 1 layer of shingles) Construction Debris will be going to 2-SIC) GfG rA be, tu\ CONTRACTOR'S INFORMATION Contractor's name_ Sc o-ft UEC&C-Isc;c—, Home Improvement Contractors Registration(if applicable)# ,l P_3 (attach copy) w�. •} Construction Supervisor's License# /O SES2- ` '= =~ (attach copy) Email of Contractor lle.� clnaAln� hOmQworl�g�t�rh� ('owe Phone number APPLICATION NUMBER *For Tents only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No ' (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X . Additional tent dimensions can be attached on a separate piece of paper. 013114 P-rpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes .No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent Fuel source being used LP tank 201bs. or> Yes No ,if yes, a gas permit is required. Natural Gas Yes No , if yes, a gas permit is required. If food is being served at-your event please obtain a health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation'required by 780 CMR and the Town of Barnstable. Signature Date PLICAN I S SIGNATURE Signature Date 1—2 9- 2-0 2-0 All permit applications are subject to a building official's approval prior to issuance. SCANNED PLAN VIEW Name: �flgtw Lics'o-Air Site ID: 7u9� (Q FinishedSq. Ft: 260`'I Phone:(Sojj')y2V,—s-j 5q Yea&of House: Electric Acct#: I 4 q o9y o a 12 Address:Z�s l< r. #of Floors: . Gas Acct#: 05 zo22 'Po 6*4*0z-432#Occupants: ) Housing Type? NCB. DUCTWORK INSPECTION Ducts Insulated?❑ Dud-Linear Duct Square )--- �— Duct Air Seal ours Du u ation �. Duct Insulation Removal I�� BASEMENT INSPECTION Existing Spec'ing Ln/Sq.Ft. BsrA-Wall AG Crativl Ceilin _ �ax Crawl Rim Joist (C) Bsmt RJ w/Sill Bsmt Sill _ V or Barrier y sgft: Bsmt Door YIN Blower Door? WALLS&GARAGE Drill Location? Siding Ceil.Hei ht Existing Spec'ing S .Ft. Framing '. Exterior Wall 1 tform Exterior Wall 2 = x x Balloon/Platform Overhang x x Ga ; x Balloon/Platform Garage Ceiling x x (Y7- VNUS -t4 Lc 1,44-s F6,,& ,1 z� dnsul RI ' Sgft Sweeps WX StriPp to. - g: WORK SPEC'D BUT NOT CONTRACTED AD BLOCKS PRESEN MANDATORY) Attic Basement Crawls ace Other: K&T Y ' Moisture Y M Combustion Sfty Y . Knell Overhang/Garage Asbestos Y Mold>100 sq.ft Y CO Detector Missing Y Ductwork Exterior Walls Vermiculite Y Structl Concerns Y Other: Notes for Lead Vendor/Work Not Contracted: U. T o j i�� ac is 1Z i i Kw SLOPE AND GABLE END Blind Spec?KW WALL AND KW FLOOR Blind Spec? Cl '$ 0 R ❑ ; Why? Why? FRAMING EXISTING SPEQNG 50,FT. FRAMING EXISTING SPEC'ING L X X SLOP X X FLOOR x X GABLE X X � - e ACCESS TRANS TRANS x ATTIC ATTIC SLOPE x x ` SLOPE X X __ EXISTING VENTING? EXISTING VENTING? EXISTING PIPES? Y/N ~' :KWVjendngVeVdF BF Hose Dammin Sheathe A&Y ss Tem Access KW erring Vent BF I 1WpAccess f : m n w QY A/S 14 F qs = 1 o Ili S �oUI 3L{o �j T) C- 20rrO i�Dr6 t. l�S I 3 0 <t p�oP�v Nrs r coo 09 f -►mot % DAkV it.lCr _. 110 Iv (o tD (90 Nrfs�r 7�x I' 6,11,l , 5 " Insulated Wall X X. Rec'd light o Ins.Hose BF Vent BF BFV Chim.O Damming 12'Roof V t Air Handler® Temp Access TD Pull Down DS Hatch H❑ Wail Hatch "/ Door o/ 8'Roof Vent RV12RV ' ' s VOI: X .0058 19(1 story) Z x�,�x ATTIC 1 Blind Spec? ❑ x X ATTIC 2 Blind Spec? ❑ X/1S.a(2 story) = Existing Spec'ing Sq ft - Existing Spec'ing Sq ft `13.6(3story) Unfloored 1rh OA t ILA Floored Tr s Cross Wafting FIOOre _- _— 'ed Insul Duct Work Loose None Cath Sloe _ Cath Sloe sw4 Walls o ls 0 L1. Walls Access ant ot;, Accessta i Venting Propavents Vent BF BF Hose Dammin Venting a ents Vent BF BF Hose Dammingi c .yd tl S. ., c 1NHF Box:' u c, Temp Access .M u U a l n Sheathing kcc��:/ �' R.L.Covers: Sq.Ft/300- - - (Exist.NFA Venting)_ (Needed Sq.Ft/300= - (Exist.NFA Venting)_ (Needed Existing;Venting? NFAyendng) Existing Venting? NFAVenting) Roof Type:4.Ar 1 HOM rnmr- frur n Energy Inc To whom it may concern; Scott Veggeberg is a current employee of Homeworks Energy Inc.and operates under our insurance policy. Policy numbers that Scott is covered by are as follows: Commercial General Liability:793006065002 Automobile Liability:6244378 Umbrella Liability: 7930060660002 Workers Compensation and Employers' Liability:ECC-600-4001017-2020A All HomeWorks Energy permits are pulled under his CSL license. The insurance provider is AIM Mutual Insurance Company. If you have any questions or concerns please contact Director of Weatherization Adam David Glenn at 774-365-2446 or adam.glenn@homeworkseneray.com. Thank You, Adam David Glenn - Director of Weatherization HomeWorks Energy. . The Commonwealth of Massachusetts Department of Industrial Accidents ' Office of Investigations 600 Washington Street s Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): HomeWorks Energy Address: 101 Station Landing Ste 110 City/State/Zip:Medford MA 02155 Phone#:(781)305-3319 x5007 Are you an employer?Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 200 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑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 workingfor me in an capacity. employees and have workers' y p �'• 9. ❑ Building addition [No workers' comp.insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑■ Other Weatherization 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: NH Employers Insurance Company Policy#or Self-ins.Lic.4:4001017 Expiration Date:1/1/2021 Job Site Address: 23 A4, L4 cx—t t/.2. City/State/Zip: to 6 m 02 2 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 d penalties of perjury that the information provided above is true and correct. Signature: - '' -�' Date: ) -2-/G- 202-0 Phone#:(781)305-3319 x5007 / wxpermitting@homeworksenergy.com 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#: f Construction Supervisor Re:Address 0 bfl os, (or)application# Name Scott Veggeberg Telephone Number 508-273-7593 Address 101 Station Landing City Medford State MA Zip 02155 License Number 103832 License Type Expiration Date 10/13/19 Contractors Email N/A Cell# 508-273-7593 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable,Attach a copy of your license. Signature �� Date_ i _zq—2-O-)ZO s 1 i I ------ HOMEENE-01 LLARIVIERE .ACORO' CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DDIYYYY) `--� 12/19/2019 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 REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions 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 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lisa Lariviere NAME: Foster Sullivan Insurance Group,LLC PHONE FAX 163 Main Street (A/C,No,E:t):(978)686-2266 301 (A/C,No):(978)686-6410 North Andover,MA 01845 E-MAIL ,certificates@fostersullivangroup.com ( INSURERS AFFORDING COVERAGE NAIC# \ INSURER A:Homeland Insurance Company NY 34452 INSURED \ INSURER B:Safety Indemnity Insurance Company 33618 Homeworks Energy Inc. INSURER C:NH Employers Insurance Company 13083 Homeworks IIC LLC 101 Station Landing Suite 110 INSURER D: Medford,MA 02155 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I OCCUR 7930060650002 4/1/2019 4/1/2020 DAMAGE TO RENTED 500,000 PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JE LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: 1 $ B AUTOMOBILE LIABILITY EOMND .Bcl id.n SINGLE LIMIT $ 1,000,000 ANY AUTO 6244378 4/1/2019 4/1/2020 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY 1xx AUTOOSWN BODILY INJURY Per accident $ X AUTOS ONLY AUTOS ONL� Pe�accitlentDAMAGE $ A UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE 7930060660002 4/1/2019 4/1/2020 2,000,000 AGGREGATE $ DED I X I RETENTION$ 0 $ Ci WORKERS COMPENSATION X I PER TH OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN ECC-600-4001017-2020A 1/1/2020 1/1/2021 1,000,000 OFFICER/MEMBER EXCLUDED? N� N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence Only CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Homeworks Energy Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN gy ACCORDANCE WITH THE POLICY PROVISIONS. 101Station Landing Ste 110 Medford,MA 02155 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 1000 Washington Street,-Suite 710 Boston,Massachusetts 02118 Home Impravernent ntractor Registration .. } TYp-- Cnrporotlan {. Ragistrdl'On, 'I-11'3R . HOME ENERGY,INC_ 03 CV2U21 _ -10.1 STATION LANDING STE 110 - MEDFORD,NIA 02155 Update Adds:%and R.9ium Card. Z?w L[ 'r; Oiirh.at tcacumer GHnfrs 8 89S1necsftepal9tlon R strelipn valid for 7ndivldual ue9 ordy DOME IrdpROYE1d ENTCt1NTRACTOR c8t TYPE!CorwtfP.n before iha axpirotion dutc..B found return te5 RealbVetr� r lion offic9 at Catsumor AtAaas and 8uslneac RcguWNon 151138 03�'0:f2071 - 106D'Nashir o Street-'SUBS 710-- . rrraAE•1;URHF.CNrrNCnY:TYC, 8acton,M 0211 MAXVEGGEBERG 101 STrTION LANt?INri STE 110 valid without signatut� MLUFORD,PAY OM15- Unde(S �Fiary^ COcnnldnweallh ui fi17 tg arhuseltg Construction Supewvlsor Specialty i a C7iv1s/011.of f'rnitss{cinat Licensure I ` Board of Building Regulations and Standards Restricted to: t t t CSSL4C-Insulation Contractor Go.nst.r�.�talson�'� peni'ssar SpeCtalxy E7 CSSL-103832 , % ;r E�.zp res.1 011 3120 21 I SCOT'(VEGGEBERG s 8 COVINGTON 5T#1 M BOSTON MA 02127 r•t4°'` Failure to possess a cut Anion of the Massachusetts State Building Code is c. fif revocation of this license. Commissioner , ;#,�,a 7�,Lym=•��� -- For inforrnatwi;about this license sf Call(617)727.3200 or visit www.mass.gov/dpi Insulation/Air Sealing Permit Authorization Specialist: Ryan Mgrdichian Company: . HomeWorks Energy r •� Email: ryan.mgrdichian@homworksener Address: 101 Station Landing HomeWorks Cell: 8603947804 Medford,Ma 02155 Phone: 781-305-3319 Customer: Stephen Luciani Address: 23 Ashley Dr Email: 0 Centerville,MA 02632 Site ID: 3948816 Phone: (508)428-8154 I, the owner of the property identified above hereby authorize HomeWorks Energy Inc., or their Partner to act on my behalf in obtaining any building permit that maybe required to perform insulation and/or Weatherization work on my property and all matters related to the work authorized by said permit if one is obtained. Any related permit application cost will come at no additional charge provided that the agreed Weatherization . work is completed. Customer Signature: �� Date: 1/4/2020 Stephen Luciani lI Page 1 c t Homework sass Save tr Energy, Inc PARTNER 101 Station Landing Ste 110,Medford,Mk 02155 (781)305-3319 ext.120 Customer Name:Stephen Luciani Email:Not provided Phone:508-428-8154 Premise Address:23 Ashley Dr,Barnstable,MA 02632 Mailing Address:23 Ashley Dr,Barnstable,MA 02632 Project ID:3959355 Date:Jan.4,2020 Job Description Measure Description Location Quantity Unit Total Cost Customer Cost,` ATTIC FLAT-7"OPEN R-26 CELLULOSE Other 1148 SF $1,584.24 $396.06 AIR SEALING Other 10 hr $800.00 $0.00 COMMON WALL:2" RIGID BOARD Other 340 SF $1,309.00 $327.25 ATTIC HATCH:SEAL& INSULATE Other 1 each $60.00 $15.00 VENTILATION CHUTES Other 48 each $167.52 $41.88 ATTIC DAMMING- R-38 FIBERGLASS Other 64 SF $157.44 $39.36 4"x 16" SOFFIT VENTS Exterior 9 each $260.19 $65.05 REMOVE EXISTING INSULATION-ATTIC Other 200 SF $194.00 $194.00 Project Total $4,532.39 Total Contractor Price and Payment Schedule HomeWorks Energy, Inc.agrees to perform the above described work,furnishing the material and.labor specified for the listed tota price. Payment of the balance of the customer contribution is expected upon completion of the work. Customer Signature:_ Date: i✓ 2-0/ l Customer Phone: l S0& J Specialist Signature: . Date: ( {12o UMFTM TIME OFFER: The prices and Incentives in this contract are subject to change in accordance whh the sponsoring utility MassSave Nome Services Program offers. Proposals can be sent to:lnboxLa)NomeWorksfnergy.com x f (� T0( n- HoMeWorkS miss save " �2f I(1C PARTNER E 9 Y, 101 Station Landing Ste 110,Medford,MA 02155 (781)305-3319 ext.120 Customer Name:Stephen Luciani Email:Not provided Phone:508-428-8154 Premise Address:23 Ashley Dr,Barnstable,MA 02632 Mailing Address:23 Ashley Dr,Barnstable,MA 02632 Project lD:3959355 Date:Jan.4,2020 Weatherization incentive ($2,653.79) Air sealing incentive ($800.00) Total Program Incentive -$3,453.79 Customer Total $1,07.8.60 Total Contractor Price and Payment Schedule HomeWorks:Energy, Inc..agrees to perform the above described work,furnishing the material and labor specified for the listed tota price. Payment of the balance-of the customer contribution is expected upon completion of the work. Customer Signature / Date: (/q/2-D Customer Phone: Specialist Signature: Date. LJ/2 LIMITED 711E OFFER: The prices and incentives ln thls mntract.are subject to change in accordance with the sponsoring utility MassSave Home services Program offers. Proposals con be sent to:lnboXQHomeWorks£nergy.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I Parcel V- Application,# Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 4 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 'ar�) Village A Owner -S+- e z Address Telephone A%'- 5LI I n Permit Request n g ��c �'ti� �� I`-I pk-tu�c�j c? 5 Solo-.- 00JOIe 0-rN cbv5' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes 'gNo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure q L4 Historic House: ❑Yes � No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout _❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing 9 new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new sizeQD Attached garage existing ❑ new size _Shed: ❑ existing ❑ new size _ Othery' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � r�3 Commercial ❑Yes ❑ No If yes, site plan review# .72 :.. Current Use A , 4,.J Proposed Use 1_0 I APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name 1,,r 04 Telephone Number Address No by ►rQ License # CS- I Da Carp -;r\5, Home Improvement Contractor# Email Worker's Compensation # LA)C�3''�OL ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE F OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I Customer Signature Page Authorization by Customer to allow contractor to act as Customer's Agent and Act on Customer's behalf and to sign and submit all necessary applications. 1, Steve Luciani , residing at 23 Ashley Drive Centerville receive electrical service via Utility Provider Account# 1464 094 0012 , 1 authorize Amergy. Solar to be my agent and act on my behalf for the,installation of my Distributed Generator Project until issuance of a Letter of Acceptance. Amergy Solar will also complete, sign and submit all necessary utility, Massachusetts Department of Building (DOB) permit applications on Customer's behalf. Please sign in blue permanent ink within the box below. Signature must be entirely within the box and cannot touch edges. Your signature will be scanned and used on the permits and forms to be submitted to the required authorities. Signature: Steve Luciani 2/23/16 Print Name: Date: Phone: 508-428-8154 Email: dottysteve@comcast.net Commonwealth of ff+as, ;usetts Division of Profession ice�.si;re 8oar&of State � tec 2clans - JAMES Rb 143 PEARL NEWTON. q ,� Master E(ec a 22019-A. N 31'2 1 -.00100-7 �rce�se . 'c Expiration Date. Seriai No s 6 o ub►lic ward at Bu ffing Regulations and Standa, `O trurtion a ar License, cS-102054 `r L RO 61 GEC ` - ..GAGA—............................__. AC'ORl7� DATE(M MID D/YYYY} CERTIFICATE OF LIABILITY INSURANCE i �y 09/11/2015 - ........................_._..... -- ._.._...... --._._.......__....._ 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 REPRESENTA71VE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holler Is an ADDITIONAL INSURED,the policy(}es)must 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 certificate does not confer rights to the certificate holder In lieu of such eadorsement(s). PRODUCER CONTACTNAM JOHN UHR A Biz Action Insurance Agency 9 Y PHONE (201)300� 773-4864 275- ---r FAx ---�-� — iuNo.ExU;... ....._._._....__._._.__...._....._......_........_..........r.twc wo)_...._._(201) - 12-55 River Rd salikha@abainsuranceagency.net .........._.....-.. - - -- Fair Lawn,NJ 07410 I INSURER(S)I4FFORDING COVERAGE _ NAIC u Phone (201)300 6275 Fax (201)773 4864 INSURER A: STARR INDEMNITY AND LIABILITY COMPANY - - --- - -- GAGA ----------- -----_ ..._.......- --......_.....-- .._....-- , --- - tNsuREo INSURER B: CNA INSURANCE COMPANY GAGA--GAGA-- ---------..._.....�_------------_-_---GAGA--.--------_ AMERGY SOLAR INC I_INSURER C_..._......................................_......._._..._..................... .......... -....-- ...._.I - - 255 OLD NEW BRUNSWICK RD N230 INSURER D: - PISCATAWAY NJ 08854 )NSURERE: .__.._. ........_.......----...............--GAGA-a _I WSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: -----------------------.._...------------------ ...._—.-- -----GAGA-- - ----GAGA-- ------- --.._..._...._.. ._._ 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, i EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -'-- --------._._.... - - - -GAGA-- - -- -- --- -._._—. INSR: ADDLSUBR _._..._..... GAGA- - - --- -- - - --- ..LTR' TYPE OF INSURANCE POLICY EFF POLICY EXP i --- --------------- ..-- -- -- - - -lNAR.i1 9--- _POLICY -'--- 1 .�LMMIDD/YYYY).-......-_..._..._....._._._._...__._LIMITS...._-------GAGA.............._ COMMERCIAL GENERAL LIABILITY j I i EACH OCCURRENCE $ 2,000,000.00 i ❑ CLAIMS-MADE ® OCCUR I DAMAGE TO RENTED - - - - I j PgEMISES CE®occu rerxe1 $_.-. 00,000.00 �❑ ---GAGA-- -.. j i i � MED EXP(A"Y_°"e.P._�4^�_.... 8 5 OOO 00._.._._..._..., A 1000356284151 01/09/2015 01/09/2016 -_-- - a '._._....__._....__...._.........! ❑ .._._....__-...GAGA---..._..............--_-._..._. _. PERSONAL d ADV INJURY $ 2,000,000.00 GENL AGGREGATE LIMIT APPLIES PER I I---___._.__-_------•-----...-----_—_._.-- .--GAGA-_•' PRO- JECT i GENERAL AGGREGATE I $ 4,ODO,000.00 ; POLICY ❑ ❑ LOC PRODUCTS-COMP/OP AGG: $ 4,000,000.00 ❑ OTHER t AUTOMOBILE LIABILITY - COMBINED SINGLE eBIdEDSINGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) ; $ ALL OWNED SCHEDULED B ❑ AUTOS ❑ AUTOS E I ! BODILY INJURY(Per accident] $ - NON-OWNED i ----'---------'-----GAGA----------'--------. i i Pp0PERTY DAMAGE 1 ❑ HIRED AUTOS ❑ AUTOS I ;. {P-er_ax den)--............._._........ $ $ -----.... - -- ---- _ . ---- -_.. ....._---._._-_._._._. __. � ................................. _..' UMBRELLA LI1B EACH OCCUR❑ ❑OCCUR g F�LCESSLIAB -.__..__._._......._...._..., OCCURRENCE i_�....__._._._...__._._....._..._.__El�aMs-MADE AGGREGATE------ ... __._._..._._._ ...... __._.. I WORKERS COMPENSATION __. . PS ER OTH-: I AND EMPLOYERS'LIABILITY YIN �... IATIJiE__._.._O..EB.....,._........._._..........._.:.-....._.....__.! ANY PROPRIETORlPARTNER/EXECUTIVE-'--i I i EL.EACH ACCIDENTB OFFICERMEMBEREXCLUDED? i N iNIA WC 334049MI I09/03015 09/03/2016 — .............. .._11000_00.0_0.0 ._.._._ datory In i Hyeas describe under i j ��-E—.L.D DISEASE-FAEMPLOYEE$ 1,000,000.00 � DESCRIPTION OF OPERATIONS below I i I ! E.L.DISEASE-POLICY LIMIT: $ 1,000,000.00 ; i ... --------------�---GAGA--._._... 1 � 1 --j __ ---._:GAGA ---____._.... ...-- _.... ................. __ .._....- - . . ______- GAGA - -- � DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD10/,Additional Remarks Schedule,if more space Is required) LOCATION: 160 OLD DERBY STREET HINGHAM,MA 02043 II . I _..... .............-.............. ._'............._....--GAGA-- --...._...._._.....---- - ----GAGA---..._....__....__._..... _._..........__._.._._...__......._._..._._._._._._.__.._._...__......_...- --- x CERTIFICATE HOLDER CANCELLATION ' GAGAGAGA-- - ........................_......_._._..._......_._.._----.........__....__._..._._..... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED,BEFORE INSURED COPY THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN I ACCORDANCE WITH THE POLICY PROVISIONS. .. . ..............GAGA -� --._._..._.............._..__.._........_. _. ._ ----......_......._....---....GAGA-, AUTHORIZED REPRE NT E j i _....._...._._...,...._._...._._........................_............_.............�.._.._._..... - - - .................._........- ._._._....... _ ,...__.........:.........._�' 88-2014 ACORD CORPORATION. All rights reserved. L ACORD 25(2014/01)CIF a ACORD name and logo are registered marks of ACORD x The Commonwealth of Massachusetts Print Form Department of IndustriaiAecidents- _ :Office•of Investigations 1•Congress Street;Suite 1.00 Bosiohi,,M 02114 201T Vww:mass.gov%dia Workers' Compensation Tnsuratice Affidavit, Builders/Contractors/Electricians/Plumbers Aanlimnt'Information. _ _ Please Print Legibly Na1pE(Bus[Hess/Organzaton/lndividual) Arh&gy Solar Address 160 Old Derby St:Suite 1 2 .City/State/Zip—.Hingham, MA, UN3 Phone #:508-332-4040 Are you an employer?Check, he appropriate box•, 97 4:Ti am a en" TY pe of project(required): l,❑ ['air a,employer with ❑ g h o contractor sand 1 + 6, ❑New construction, employees(full;and/' part time)' have hired'the sub:contractors 2:,:❑ I.am a stile proprietor or;partn_er- listed on the attached sheet. 7; ❑ Remodeling. These sub-contractors:h"aye; ship and Have no employees - 8; ❑ Deinoltttor working for mg in any capacity.:; employees'and.have workers' 9. ❑ Building addlfi [No.workers' comp.""insurance comp insurance.+ We are a corporation and'its 1"0.❑Electrical repairs,or additions re u red.] officers:have�exerctsed.their 3.❑ L'am a homeownerdoirig all work; 1'l:❑ Phimbing repairs or additions myself [No workers' comp. right of exemption per MGL. 12 ❑ f pair weh jnsuran , vno Solar on roof employees: [No.workers' 13;7 Other. . - _ _ comp. insurance.regdired.] 'Any applicant that checks box#1 must.also fill out the section below.showin-,their"workers compensation policy information; t Homeowners tiho Submit this affidavit,indicating they are doing all v�ork.ana ire out contractors must submit a neH affidavit mdicating'suc6. f then h 'Contractors_that chedl.this box must attached an.add''ohalsheetshd%vmg the•name of the sub-contraciors and state'wfiether:or,not'those=en"tities:have emp'lovees. if the sub•dontractois have employees;they"_must provide the��:workers'comp policy number. lam an empioyerIftat 4Providing workers,:compensation insurance,for my,.employees Below is the pol ey.and job site. information:; Insurance:Company Name CNA Insurance Cgrnpaw Policy#or Self iris Lic. WC 53- ' 08 01 Y Expiration Date 913/2016: Job:,Site Address:; 23_Ashley Dr _ City/State%Zip: Barnstable MA " Attach,a copy, of the workers'compensation,polio-declaration page(showing the policy-number and'expiration date); Failure to secure:coverage as required,under Sect on.25A of.IvIGL c .1:52 can;l'ead to'"the;iinpi sition ofcriminal penalties of a fine;up•to$1;509'.QO and/or one=year5tnpnsonment,•as'well as;civil penalties in:the form of a STOP'WORk ORDER and:a fne, of up to$250 00 a dayagainst the violator. .Be advised:that a!copy of this statement may be.:forwarded io•t_he Offee of lnvestlgations of the DIA f r insurance coverage verification. I'do;itereby.certify. .under;the "airs and enalt es o er'ur that.the.in"ocmat�on provided above is rue;and correct. Date — . 3/22/16 Phone# ,,08 3 -2-4040; Uffal:use cr only Do wot write in.lhis area to be conp 7eted by city or town official City or Towne Permt/License#.` y_ < --- _ 'Issuing.Authority(circle one):. ' l Boaofrd Health. 2: Building•Department 3.Cityjown,Clerk 4.Electrical Inspector 5.Plumbing Inspector 6; Other: ' •" Vow cf Person;. ' - . - --- -- - .. Phone#: _.. ,., •__= . Office of Consumer Affairs and Business Regulation: 10 Park Plaza- Suite 5170 F. Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 184468 Type: wCorporation Expiration: 1/10/2018 Tr# 285774 AMERGY SOLAR':INC. f u WEI WANE — 255 OLD NEW:BRUNSWICK R.Q. STEN280 -- PISCATAWAY, NJ 08854 H 4 Update Address and return card.Mark reason for change. :SCA 1 G 20a,.ast=e . El Address Ej Renewal n Employment Lost Card Xeoroa-zracrrtocnrr�fr c f!C- laiurcfstseyls Office of Consumer Affairs&Business Regulation License or registration valid for individttl use only OME IMPROVEMENT CONTRACTOR before the expiration date, if found:return to: egistratid& 184468 Type: Office of Consumer Affairs and Business Regulation Expiration:;.;1I19/2018 Co oration 10.Park Plaza-Suite 5170 rP Boston,MA 02116 AMERGY SOLAR INC WEI WANE 160 OLD DERBY ST.SUITE 112 HINGHAM,.MA,MA 02043 Undersecretary of v id without signature Massach +setts =,Department of public Safety t Board of Building Reguia#ions and Standards 1 Construction S4.en'iso_r J 'License-M10205,4• 1 1 1., 3 61.GELLETTE Ra t, y Fairhaven MA 02119 r --Apl Expiration' Commissioner 10/0612016' } 1 1 i d { 4 { f + I solar 160 Old Derby Street,Suite 112 . Hingham,MA 02043 (508)802-45.80 March 22, 2016 . . Town of Barnstable -Inspectional Services t 200 Main St Barnstable, Ma'02601 RE::. Building/Electrical Permit-23 Ashley.Dr.;Solar Panels ' Dear Sir,or Madam: Enclosed please.find a building,along with'a check in the amount of$146.90 for the installation of roof mounted solar panels at 23 Ashley Dr.Barnstable, MA. am enclosing a self-addressed stamped envelope:Kindly forward a copy.of the building permit for our records. ',Please contact•me should you,need additional-information. Tha k you, Kerry Dunn ; Project.Coordinator kdunn@AMERGYSOLAk.COM . i Barrows, Debi From: Kerry Dunn <kdunn@amergysolar.com> Sent: Tuesday, March 29, 201610:11 AM To: Barrows, Debi Subject: Re: Home Improvement Contractor License Ok thank you. The total cost of job is 21073.20 Break down of cost of job is as follows: Building : 2107.32 Electrical: 18965.88 Please let me know if you need anything else. Thank you Kerry Dunn Project Coordinator Amergy Solar On Tue, Mar 29, 2016 at 10:02 AM, Barrows, Debi <Debi.Barrowsntown.barnstable.ma.us> wrote: yes From: Kerry Dunn [mailto:kdunnC&amergysolar.com] Sent: Tuesday, March 29, 2016 9:54 AM ' To: Barrows, Debi Subject: Re: Home Improvement Contractor License is this for 23 Ashley Dr? On Tue, Mar 29, 2016 at 9:41 AM, Barrows, Debi <Debi.Barrows@town.barnstable.ma.us> wrote: • t Thank you, I also need the cost of the project. Thanks Debi " 1 . I t � February 29,2016 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re: Engineer Statement for Residence, 23 Ashley Dr.,,Centerville,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roof(one layer shingles): 2"x 6"rafters at 16"o.c. with roof slope distance approx. 15'-0", pitch 20 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code.—780 CMR Residential Code 8th Ed. For the installation of the solar mounting,the Unirac Solaririouni rails will be anchored to the rafters with L-foot supports with flashing located on the center of the rafters and will be securely fastened to the rafters at 48" sp.max. with 5A6"x 3 %Z" SS lag bolts. The mounting system has been designed for wind spee&criteria of 110 mph Exp.B and ground snow criteria of 30 ps£ Anchors shall be staggered amongst framing members. The Photovoltaic system and the;mounting assemblies"trill comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. N OF Mgss. Sincerely, O JAMES A:MARX;JR.' v u No.36365 O <vQ James A.Marx,Jr. ��&S/ONAL Professional Engineer MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc:Amergy Solar 120/240 Voc 1PH AFFIX B.I.S STICKER HERE UTILITY METER#2628932 EVERSOURCE#14640940012 DOB STAMP •- laanP BACK FEED THRU 2%1a BR 20AMP BR AT _ 1 CIRCUIT PV KWH NEMA 3R BOTTOM IN MSP 14 HYUNDAI HiS-S285RG SOLAR MODULES MTER 2 POLE AC Disc 100AMP 60AMP Panel c—.It 4 #8 AWG GEC AO P� CONNECT TO T. THE GROUNDING Enphase Engage AC Tmnk Cable ------ ------ BAR IN MSP 20/240 Enphase M250 Micro-inverter J-BOX 1 100 AMP c MAIN SERVIC JE. Enphase�M250 Mlcrohn WW/1 DATA f SINGLE PHASr. INPUT DATA(DC) NY25"0.2LL-S22,M230-60.2LL-526. 1 [Rewmmended lnpw power ISTC) 210-3low --- i (1)PV AC TRUNK CABLE (1)#6 AWG THWN-2 _._._._.. —. - - - - (1)#8 AWG BARE CU GND O#8 AWG THWN-2 GND W.imuminpm DC voltage 48V - EACH ARRAY RACKING IN 3/4"PVC CONDUIT ' Peak power trockitg village 27 V-3g V =owatugrafgai -�- 16V-d8V N A FOR SUBMITTAL y�lat6 [m:i__ alert voltage 22V/48V NOTE:WIRES EXPOSED WILL BE PHYSICALLY ® No. - Revislonnswe Date Max DC snore arwit cut f UPROTECTED IN CONDUITIRACEWAY OUTPUT DATA IAC) 0208 VAC D240 VAC SSE/> tnergy �Pn�wtputoovier _-- - 20W 20W .. ,h Rath(cominuousl oulpmower D �- 240 W —240 W .aeo Nominm wWm wrrenl `.� 1 15 A W s m namkrel duratm).�1.0 A W mn m rlornhW dureiroi ,)�.5 O't Q� wwww.waorsow+.coM Nominal wltagalmnge 2D8 V/183-229 V�a -- Z40 V!211-254 V � Namint ttequencae /ahge 60.0/57-6t Hz 80.0157-_61_Hz OWNER:DOTTIE LUCIANI Extwdad hegney range' S7-62.5 Hz - 57-02-5 Hz I PROJECT Powe+lactor___ ,osy w.95 I I Residential Rooftop Grid-tied Solar PV System _ Maximum raeM per 20 A tzanch drnrit 24 pnrea phase) 18 IsYgle phase) 23 ASHLEY DR Maxenum output taut,current BW mA nnuW 5 cycles 850.Arms far 6;/tees I.. BARNSTABLE,MA 02632 ELECTRICAL SPECIFICATION NOTES 1. ALL WORK SHALL CONFORM TO THE ELECTRIC UTILITY COMPANY SPECIFICATIONS AND REQUIREMENTS. - 2. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE ELECTRICAL CODE. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 4. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. MATERIALS SHALL BE UL LISTED AND LABELED. 6. OVER-CURRENT PROTECTION DEVICES SHALL BE RATED FOR REVERSE FEED COMPONENT SHALL BE APPLICATIONS AND SHALL MATCH EXISTING. LABELED ACCORDING TO 7. WIRE SIZES SHOWN ARE MINIMUMS UTILIZING COPPER CONDUCTORS,60OV,90 DEG. NEC SYSTEM INFORMATION: HYUNDAI HiS-S285RG C RATED. 8. EXPANSION FlTTINGS SHALL BE PROVIDED FOR EXPOSED SCHEDULE 40 PVC 3.99KW PV SYSTEM(14 MODULES) MODULE INFORMATION: SHEET TITLE 3 LINE DIAGRAM CONDUIT AS REQUIRED. AC OUTPUT CURRENT=1X14=14A P=285W . 9. UTILITY COMPANY DISCONNECT ISOLATION SWITCHES SHALL BE GANG OPERABLE, #8 BRAIDED COPPER OCPD> 14'125%=17.5A Vmp=31.8V SCALE VISIBLE BREAKAND PAD LOCKABLE PER THE ELECTRIC UTIUTYCOMPANY GROUNDING CONDUCTOR Nominal AC Voltage=240V Imp=9.OA DWG# SPECIFICATIONS. BONDED TO BUILDING Voc=39.2V NTS 10.CABINETS,ENCLOSURES Etc.SHALL BE KEY LOCKED WHERE ACCESSIBLE TO ISO=9.4A ELECTRICAL GROUNDING - _ DATE E-001.00 UNQUALIFIED PERSONNEL. SYSTEM 3/3/2016 11.PROVIDE LAMINATED PLASTIC NAMEPLATE ON A/C COMBINER PANEL INDICATING NO LOAD CIRCUITS ARE PERMITTED. JOB# 152146 RAFTER:-160" Supporting racking system is Solar Mount by UniRac. Solar flashing will be used on every roof penetration. N ® ASHLEY DR (8)14ft rail--- _ (4)SPLICE - ° FRONT ^ONT (28)L FOOT PLACEMENT X CH SP I Ut lity Meter AC D sconnect KWH Revenue Mete Conduit Ru �g TILT: 19° AZIMUTH: 296 TILT: 21° Adr:255 Old New Brunswick Rd. Project: Residential rooftop grid-tied solar photovoltaic system PV Modules Layout Suite N280 Piscataway,NJ.08854 Work Site Dottie Luciani-23 Ashley Dr Barnstable MA 02632 Sheet Title Phone#:(908)396-1388 Property ID(BBL) #-####-## SCALE N.T.S. :z ` Fax#:(732)297-3951 SOtnle �� Solar Module Type Hyundai Heavy Industries HiS-S285RG 3/2/16 License#: 13VH05630800 C�L' #of Modules 14 PV System Size: 3.99 KW Drawn By:Carrie Revision: Inverter lam V Inverter Module Enphase Energy 14 x M250-60-2LL-S2x \/_1 Utility Acct Eversource Sheet No. As Built: n Enphase Microinverters Enphase@M250 CIO ,,...�Y.i+."* S�.Ellaarvn The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Enphase® Envoy,and Enlighten® Enphase's monitoring and analysis software. PRODUCTIVE SMART -Optimised for higher-power modules -Quick and simple design, installation, - Maximises energy production and management - Minimises impact of shading, dust, and debris, -24/7 monitoring and analysis RELIABLE SAFE -4th-generation product -Extra low-voltage DC reduces fire risk - More than one million hours of testing -No single point of system failure -System availability greater than 99.8% -Easy installation with Engage Cable enphase` C E E N. E R G Y e. 4 EnphaseO M250 Microinverter//DATA Model: Model: INPUT DATA(DC) M250-60-230-S22 M250-72-2LN-S2, Recommended input power(STC) — 210-310 W 210-310 W Maximum input DC voltage 48 V[Note 11 60 V Peak power tracking voltage 27 V-39 V 27 V-48 V Operating range 16 V-48 V 16 V- 60V Min/Max start voltage 22 V/48 V 22 V/48 V Max DC short circuit current 15 A 15 A OUTPUT DATA(AC) Peak output power - 258 W 258 W I Rated output power 250 W 250 W Rated output current 1.09 A 1.og A Nominal voltage 230 V 230 V Nominal frequency 50.0 Hz 50.0 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 14(Ph+N),42(3Ph+N) 14(Ph+N),42(3Ph+N) Maximum units per cable section 14(Ph+N),24(3Ph+N) 14(Ph+N),24(3Ph+N) AC backfeed current to module 0 mA 0 mA EFFICIENCY EN 50530(EU)efficiency 95.7% 95.7% Static MPPT efficiency(weighted,reference EN50530) 99.6% 99.5% Night time power consumption 0.055 W 0.065 W MECHANICAL DATA External operating temperature range(ambient) -400C to+65°C Internal operating temperature range -40°C to+85°C Enclosure environmental rating Outdoor-IP67 Connector type MC4 Dimensions(WxHxD) 179 mm x 217 mm x 28 mm(with bracket) Weight 1.66 kg Cooling Natural convection-No fans FEATURES Compatibility 60-cell PV Modules[Note 2] 60-or 72-cell PV Modules Communication Power line communication Monitoring Enlighten Manager and MyEnlighten monitoring options Transformer design High frequency transformers,galvanically isolated Compliance AS4777,C10/11,CEI_0-21, EN50438, EN62109A, EN62109-2, ERDF-NOI-RES_13E_V5,G59/2,G83/2, VDE-0126-1-1 +Al,VDE AR-N 4105 Automatic disconnect Automatic disconnect according to OVE/ONORM E 8001-4-712 Note 1:Recommended maximum DC operating input voltage.The M250-60-230-S22 may be used with PV modules with Voc up to 51 V under limited circumstances.Contact Enphase Energy technical support for details and approval. Note 2:Compatibility may be extended to modules with higher cell counts under limited circumstances.Contact Enphase Energy technical sup- port for details and approval. To learn more about Enphase microinverter technology, [e] enphaSe®visit enphase.com/au. E N E R D Y a ©2015 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. MKT-00075 Rev 2.0 i www.hhi-green.com/solar/en O 0 � a o 1. a •' So ar Modu e Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global leading 7 business divisions with sales of 60.2 Billion USD in 2012.As one of our core businesses of the company,Hyundai Heavy Industries is committed to develop and invest heavily in the field of renewable energy. Hyundai Solar is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-quality solar PV products to more than 3,000 customers worldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. PE R L Mono-crystalline Type HiS-S275RG 1 HiS-S280RG�HiS-S285RG RG-Series Mechanical Characteristics • 998 mm(39.29")(W)x 1,640 mm(64.57")(L)x 35 mm(1.38")(H) arm Approx.17.2 kg(37.9 Ibs) • • 60 cells in series(6 x10 matrix)with PERL technology(Hyundai cell,Made in Korea) 4 mmz(12AWG)cables with polarized weatherproof connectors, IEC certified(UL listed),Length 1.0 m(39.4") • •• IP68,weatherproof,IEC certified(UL listed) •• . •. 3 bypass diodes to prevent power decrease by partial shade Front:Anti-reflective coating low-iron tempered glass,2.8 mm(0.11") Encapsulant:EVA Back Sheet:Weatherproof film Clear anodized aluminum alloy type 6063(Black color) High Quality IEC 61215(Ed.2)and IEC 61730 by VDE UL listed(UL 1703),Class C Fire Rating •Output power tolerance+3/-0 ISO 9001:2000 and ISO 14001:2004 Certified Advanced Mechanical Test(8,000 Pa)Passed(IEC) } /Mechanical Load Test(401bs/ft2)Passed(UL) � Ammonia Corrosion Resistance Test Passed IEC 61701 (Salt Mist Corrosion Test)Passed Limited Warranty 10 years for product defect 10 years for 90%of warranted min.power ,. 25 years for 80%of warranted min.power X Important Notice on Warrant , P Y The warranties apply only to the PV modules with Hyundai Heavy Industries Co.,Ltd's logo(shown below)and product serial number on it. t pVg C E.c �l us d1 GRUF fH�1Wf/p 1LlI�1�lppy. !`IAN►PVCYCLE m�la\� �! Y Y �Y �1��lusrEo i"°� HEAVY INDUSTRIES CO.,LTD. PERL: Passivated Emitter,Rear Locally-Diffused Cell MMMW Higher Cell Efficiency I+ Conventional Selective-Emitter Cell:Max.19.3% Ag front electrode Enhancing quantum efficiency -+PERL Cell:Max.20.4% ARC at short wavelength �•? Minimizing front contact Higher Module Output stance res 1� i I�►4'►� ,- R',�� 275 W,280 W,285 W W. n•.emitter - • Minimizing back side electron- hole air recombination p LowerTemperature Coefficient P-type Si wafer p AI-LBSF _ i_ Enhancing quantum efficiency Lower output loss at higher temperature at long wavelength -Albackeiecirode' - Minimizing back contact Affordable Price resistance Premium mono-crystalline technology with affordable price Electrical Characteristics Mono-crystalline Type olelo• Nominal output(Pmpp) W 275 280 285 Voltage at Pmax(Vmpp) V 31.3 31.5 31.8 Current at Pmax(Impp) A 8.8 8.9 9.0 Open circuit voltage(Voc) V 38.7 38.9 39.2 Short circuit current(IsO A 9.3 9.4 19.4 Output tolerance % +3/-0 No.of cells&connections PCs 60 in series Cell type _ _ 6"Mono-crystalline silicon with PERL technology(Hyundai cell,Made in Korea) Module efficiency % 16.8 17.1 17.4 Temperature coefficient of Pm pp %/K -0.41 -0.41 -0.41 Temperature coefficient of Voc %/K -0.32 -0.32 -0.32 Temperature coefficient of Isc %/K 0.032 0.032 0.032 X All data at STC(Standard lest Comlitiuns).Above data maybe Changed without prior notice. Module Diagram (unit:mm,inch) I-V Curves utmnt[A] 4�1,.,, 10 9 —5•� o e 1,000W/m= —25'C 7 e —45'C Lit B HOLES W W DETAILA I,ODOmm 1,0D0mm 3 (39.3T1 13937'1 &075LOTTHRU E 4 mm'CABLE& 4mm'CABLE& 8 0.32-) CONNECTOR CONNECTOR _ al 00 5 10 IS W ES 30 35 40 45 iCurmnt(Al Vohage lVl o GROUND MARKDETAIL B 9 C(0,71 , r4XO4.2 9 —BOo W/m' GROUNDHOLE .4') —600W/m' 6954(37.56" a. —400 W/m1 C 200 W/m' 998(39.29) C 2531996"I .8 0.07' r SECTION C-C II 00 5 10 IS EO ES 30 35 40 45 50 �Installation Safety Guide� ��_ , 46 C±2 Only qualified personnel should install or perform maintenance. •.- . . Nil -40-85°C Be aware of dangerous high DC voltage. DC 1,000V-(IEC) Do not damage or scratch the rear surface of the module. DC 60o y(UL) Do not handle or install modules when they are wet. Y is A l Printed Date:June 20141 ' Sales&Marketing*,,eon:SC e,aed i Bldg.,75,Yulgok-ro,Jongno-g u,Seoul 110-793,Korea ndvpp 21 FL,H unda ""OU N DA O FSC Tel:+82-2-746-7563,8406 Fax:+82-2-746-7675 HEAVY INDUSTRIES CO.,LTD. I coo 013 .UA HILII GROUP COMPANY SolarMount Technical Datasheet Pub 100602-1td V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp.................................................................................:..................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot ....................................................................................................3 SolarMount Beams.......................................: .....4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No.321001, 321002 r Washer Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..se alloys: 6005-T5,6105-T5,6061-T6 Up Clip f no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized ` Bottom Up Clip weight: —0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one%"-20 ASTM F593 bolt, one'/4°-20 ASTM F594 serrated flange nut, and one%"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, i Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 � r.00 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted { "UNIRAC A H101 GROUP COMPANY SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 • Mid clamp material: One of the following extruded aluminum rra Bolt alloys: 6005-T5,6105-T5, 6061-T6 w la a Nu Clamp Ultimate tensile: 38ksi,Yield: 35 ksi .. • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T-bolt and one W-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00DISTANCE Direction Ultimate Load Factor, Load Factor, BETWEEN MODULES I Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 1 2.44 1 741 (3295) 1 0.620 _0.x Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 alloys:6005-T5,6105-T5,6061-T6 = Bolt Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 Ibs (26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and.design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one W-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory f Modules must be installed at least 1.5 in from either end of a beam `-►x Is 1 Applied Load Average Allowable Safety Design Resistance 'MINIMUM-,II _ Direction Ultimate Load Factor, - Loads Factor, NETCNr Ibs(N) Ibs(N) - FS lbs(N) (1) vW Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE TH1CKNE Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 _i_P r Sliding,X± 142(630) 1 52(231) 1 2.72 79(349) 1 0.555 Dimensions speci d f 130 '30UNIRAC 00 A HILI I CROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No.310065,310066, 310067, 310068 • L-Foot material: One of the following extruded aluminum alloys: s: 6005- T5, 6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: b •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 W serrated flange nut Flange Nu • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw,or other attachment method s.m Applied Load Average Safety Design Resistance 3x SLAT FOR Direction Ultimate Allowable Load Factor Load. Factor, %HARDWa`E Ibs(N) Ibs(N) FS Ibs(N) m --2.01— Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 1 0.664 OOUNIRAC . . 013 A HILT[GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in' 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1'728 Y4" HEX HEAD SCREW V44"HEX HEAD SCREW -T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 ^ SLOT FOR -T Y8" HEX BOLT SLOT FOR 1.385 3�" HEX BOLT :387 .750 1.207 Y �, � 1.875 �X X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted February 29,2016 To: Code Enforcement Division From: James A. Marx,Jr. P.E. 7 Re: Engineer Statement for Residence, 23 Ashley Dr., Centerville,MA, Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roof(one layer shingles): 2"x 6"rafters at 16"o,c. with roof slope distance,approx. 1.5'-0",pitch 20 deg.; for mounting of solar panels and.their installation will satisfy the structural roof framing design-loading requirements of the'Massachusetts building code=780 CMR Residential Code 8th:Ed: For the installation of the solar mounting,the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with flashing located on the center of the rafters and will be securely fastened to the rafters at 48" sp.max. with 5/16"x 3 %2"SS lag bolts. The mounting system has been designed for wind speed criteria of 11 Q mph Exp. B and ground snow criteria of 3'0 psf. Anchors shall be staggered amongst framing members. The Photovoltaic system and the mounting assemblies Arill comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structu'ratly . adequate. OF Mgss Sincerely, o?��� �seyG� O JE AMS'A.MARX,A P —y U NO.36365 O <V� �O IsTre James A.Marx,,Jr. SS/QNAt Professional Engineer. ' MA,36365. '10 High Mountain Road Ringwood,NJ 07456 cc;Amergy Solar a s 120/240 Voc 1PH AFFIX B.I.S STICKER HERE UTILITY METER#2628932 EVERSOURCE#14640940012 - O DOB STAMP - ,tgaop BACK FEED THRU 2P.BR 20AMP BR AT 1 CIRCUIT - PV KWH NEMA 3R BOTTOM IN MSP - 14 HYUNDAI HIS-S285RG SOLAR MODULES MTER 2 POLE AC Disc 100AMP 60 AMP rA 14 Paoat Ce- It #8 AWG GEC DMCONNECTTO THE GROUNDING 7... ge AC Tmnk Cabl"jrF_e -- BAR IN MSP oc Enphase M250 Micro-inverter J-BOX 1 10/240 V MAIN SERVIC E Masa-M250 MMr01Merter//DATA T f SINGLE PHASI INPUT DATA(DC) M250-60-2LL-S22,.M230-60.2LL-S25 Recommended Inprt power ISTq_ 270310 W - + (1)PV AC TRUNK CABLE (�)#8 AWjG THWN-2 GND L- _ (1)#8 AWG BARE CU GND O W,imum Input DC witoge 48 V EACH ARRAY RACKING IN 3/4"PVC CONDUIT - Peak power treck:n9 voltage 27 V-39 V _ Opeml'ug range 16V-48.V A FOR SUBMITTAL a/120t6 - r n-- NOTE:WIRES EXPOSED WILL BE PHYSICALLY No. RavisloMssua Date ' Mm/Mex sten"a _ 22v/4a v_ _ _ _ _ Me.DC anon&Wk Current ISA PROTECTED IN CONDUIT/RACEWAY OUTPUT DATA(AC) 0208 VAC 0240 VAC a Peak output power __. -. 25OW -.:.-- -... - 250W —.ti��a!fv, uwcr swwrt me Rated(GOMfnuou5)*tout power 240 W— 240 V7 :_.mer9y nu..w.ra Nomiriel output cum_ent_ 1.15 A IA_rips m nominal duration) t.0 A Wrma m nanfrky duretrot _ - `)}'S O�n Y wv.,..ua:nersau+.co- � N—inal volteWcarge 208 V/1B3-229 V 240 V/211-2134 V}—_ - Nemldelfrequencyaange 60.0/57-61 Hz���-BDA/57-87 F4 OWNER:DOTTIE LUCIANI - Extended frequency range' - 57-825 Hz 67-62.5 Ht I PROJECT Pgwet radon was ,OM f Residential Rooftop Grid-tied Solar PV System Maximum units per 20AbmncharceT 24 phreo phase) 76(shgle phase) 23 ASHLEY DR Maxkn - BARNSTABLE,MA 02fi32 ----m output/0uK curtenl 830 m o for A rtr 6 cycin 830 mA rms for 6 cycles ELECTRICAL SPECIFICATION NOTES 1. ALL WORK SHALL CONFORM TO THE ELECTRIC UTILITY COMPANY SPECIFICATIONS AND REQUIREMENTS. 2. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE ELECTRICAL CODE. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 4. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. MATERIALS SHALL BE UL LISTED AND LABELED. 6. OVER-CURRENT PROTECTION DEVICES SHALL BE RATED FOR REVERSE FEED COMPONENT SHALL BE APPLICATIONS AND SHALL MATCH EXISTING. LABELED ACCORDING TO - - 7. WIRE SIZES SHONN ARE MINIMUMS UTILIZING COPPER CONDUCTORS,600V,90 DEG. NEC SYSTEM INFORMATION: HYUNDAI HiS-S285RG C RATED. MODULE INFORMATION: 8. EXPANSION FITTINGS SHALL BE PROVIDED FOR EXPOSED SCHEDULE 40 PVC 3.99KW PV SYSTEM(14 MODULES) SHEET TITLE 3 LINE DIAGRAM CONDUIT AS REQUIRED. AC OUTPUT CURRENT=1X14=14A P=286W _ 9. UTILITY COMPANY DISCONNECT ISOLATION SWITCHES SHALL BE GANG OPERABLE, #8 BRAIDED COPPER OCPD> 14'125%=17.5A Vmp=31.8V SCALE DWG# _. VISIBLE BREAK AND PAD LOCKABLE PER THE ELECTRIC UTILITY COMPANY GROUNDING CONDUCTOR Nominal AC Voltage=240V Imp=9.OA VocSPECIFICATIONS. BONDED TO BUILDING sc=9.4A NTS 10.CABINETS,ENCLOSURES Etc.SHALL BE KEY LOCKED WHERE ACCESSIBLE TO Isc=9.4A ELECTRICAL GROUNDING DATE E-001.00 UNQUALIFIED PERSONNEL. SYSTEM 3/3/2016 11.PROVIDE.LAMINATED PLASTIC NAMEPLATE ON A/C COMBINER PANEL INDICATING NO LOAD CIRCUITS ARE PERMITTED. a JOB# 152146 I RAFTER: 160" Supporting racking system is Solar Mount by UniRac. Solar flashing will be used on every roof penetration. u? Ln N ® ASHLEY DR (8)14ft rail--- (4)SPLICE _ FRONT (28)L FOOT PLACEMENT X CH SP i i Ut lity Meter AC D sconnect KWH Reve ue Mete C nduit Ru TILT: 19° ry AZIMUTH: 296° TILT: 21° Adr:255 Old New Brunswick Rd. Project: Residential rooftop grid-tied solar photovoltaic system Suite N280 PV Modules Layout Piscataway,NJ.08854 Work Site Dottie Luciani-23 Ashley Dr Barnstable MA 02632 Sheet Title Phone#:(908)396-1388 Property ID(BBL) #-## ## SCALE N.T.S. Fax#:(732)297-3951 : � Solar Module Type Hyundai Heavy itinergy Industries HiS-S285RG 3/2/16 ,.k.� License#: 13VH05630800 #of Modules 14 PV System Size: 3.99 KW _TT Drawn By:Carrie Inverter Module Enphase Energy 14 x M250-60-2LL-S2x PV-1 Revision: As Built: Utility Acct Eversource Sheet No. ' I Enphase Microinverters 2 nn Enpha,antu 5u n "a1 The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Enphase® Envoy,and Enlighten, Enphase's •, monitoring and analysis software. PRODUCTIVE SMART -Optimised for higher-power modules -Quick and simple design, installation, - Maximises energy production and management - Minimises impact of shading, dust, and debris -24/7 monitoring and analysis RELIABLE SAFE -4th-generation product -Extra low-voltage DC reduces fire risk - More than one million hours of testing -No single point of system failure -System availability greater than 99.8% - Easy installation with Engage Cable � ] enphase CE, E N E R G Y i . u� Enphase®M250 Microinverter//DATA Model: Model: INPUT DATA(DC) M250-60-230-S22 M250-72-2LN-S2 Recommended input power(STC) 210-310 W 210-310 W Maximum input DC voltage 48 V[Note 1] 60 V f Peak power tracking voltage 27 V-39 V 27 V-48 V Operating range 16 V-48 V 16 V- 60V Min/Max start voltage 22 V/48 V 22 V/48 V Max DC short circuit current 15 A 15 A OUTPUT DATA(AC) Peak output power 258 W 258 W Rated output power 250 W 250 W Rated output current 1.09 A 1.09 A Nominal voltage 230 V 230 V Nominal frequency 50.0 Hz 50.0 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 14(Ph+N),42(3Ph+N) 14(Ph+N),42(3Ph+N) Maximum units per cable section 14(Ph+N),24(3Ph+N) 14(Ph+N),24(3Ph+N) AC backfeed current to module 0 mA 0 mA EFFICIENCY I EN 50530(EU)efficiency 95.7% 95.7% Static MPPT efficiency(weighted,reference EN50530) 99.6% 99.5% Night time power consumption 0.055 W 0.065 W MECHANICAL DATA External operating temperature range(ambient) -40°C to+65°C I Internal operating temperature range -400C to+85°C Enclosure environmental rating Outdoor-IP67 Connector type MC4 Dimensions(WxHxD) 179 mm x 217 mm x 28 mm(with bracket) Weight 1.66 kg Cooling Natural convection-No fans FEATURES Compatibility 60-cell PV Modules[Note 2] 60-or 72-cell PV Modules I Communication Power line communication J Monitoring Enlighten Manager and MyEnlighten monitoring options Transformer design High frequency transformers,galvanically isolated Compliance AS4777,C10/11,CEI_0-21,EN50438, EN62109-1, EN62109-2, ERDF-NOI-RES_13E_V5,G59/2,G83/2, VDE-0126-1-1 +Al,VDE AR-N 4105 Automatic disconnect Automatic disconnect according to OVE/ONORM E 8001-4-712 - Note 1:Recommended maximum DC operating input voltage.The M250-60-230-S22 may be used with PV modules with Voc up to 51 V under limited circumstances.Contact Enphase Energy technical support for details and approval. Note 2:Compatibility may be extended to modules with higher cell counts under limited circumstances.Contact Enphase Energy technical sup- port for details and approval. To learn more about Enphase microinverter technology, [e] enphase- visit enphase.com/au. E N E R G Y 0 2015 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. MKT-00075 Rev 2.0 f www.hhi-green.com/solar/en un ao .1 0 t So ar Modu le Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global leading 7 business divisions with sales of 60.2 Billion USD in 2012.As one of our core businesses of the company,Hyundai Heavy Industries is committed to develop and invest heavily in the field of renewable energy. Hyundai Solar is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-quality solar PV products to more than 3,000 customers worldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. PE, `L Mono-crystalline Type HiS-S275RG 1 Hi5-S280RG I HiS-S285RG RG-Series Mechanical Characteristics 1998 mm(39.29")(W)x 1,640 mm(64.57_")(L)x 35 mm(138_")(H_) • Approx.17.2 kg(37.9 Ibs) • . 60 cells in series(6 x10 matrix)with PERIL technology(Hyundai cell,Made in Korea) 4 mm'(12AWG)cables with polarized weatherproof connectors, IEC certified(UL listed),Length 1.0 m(39.4") • • IP68,weatherproof,IEC certified(UL listed) •. • ••• 3 bypass diodes to prevent power decrease by partial shade Front:Anti-reflective coating low-iron tempered glass,2.8 mm(0.11") j. Encapsulant:EVA Back Sheet:Weatherproof film ffln Mw , Clear anodized aluminum alloy type 6063(Black color) High Quality IEC 61215(Ed.2)and IEC 61730 byVDE UL listed(UL 1703),Class C Fire Rating Output power tolerance+3/-0% ISO 9001:2000 and ISO 14001:2004 Certified Advanced Mechanical Test(8,000 Pa)Passed(IEC) /Mechanical Load Test(40 Ibs/ft')Passed(UL) � Ammonia Corrosion Resistance Test Passed IEC 61701(Salt Mist Corrosion Test)Passed r Limited Warranty 10 years for product defect -� 10 years for 90%of warranted min.power . 25 years for 80%of warranted min.power X Important Notice on Warranty The warranties apply only to the PV modules with Hyundai Heavy Industries Co.,Ltd's logo(shown below)and product serial number on it. , pVg c 4L usr PV CYCLE mNkkmzn� H Y U DA O O +fie" b HEAVY INDUSTRIES CO.,LTD. r i PERL: Passivated Emitter, Rear Locally-Diffused Cell Higher Cell Efficiency� Conventional Selective-Emitter Cell:Max.19.3% Ag front electrode Enhancing quantum efficiency -t PERL Cell:Max.20.4% at short wavelength ARC �NNHigher Module Output 'f W Msistan ing.front contact resistance ' !�'`' ` 275 w,zso w,zss IN "-`n•-n•ermnter- Minimizing back side electron- hole pair recombination Lower Temperature Coefficient ,-type Si wafer , p ai-EBsr Enhancing quantum efficiency Lower output loss at higher temperature alfacReiearoao Minimizing back contact Affordable Price resistance Premium mono-crystalline technology with affordable price Electrical Characteristics Mono-crystalline Type Dios• Nominal output(Pmpp) W 275 280 285 Voltage at Pmax(Vmpp) _ V 31.3 31.5 31.8 Current at Pmax(Impp) A 8.8 8.9 9.0 Open circuit voltage(Voc) V 38.7 38.9 39.2 Short circuit current(Isc) A 9.3 9.4 9.4 Output tolerance % +3/-0 No.of cells&connections PCs 60 in series Cell type _ - __ 6"Mono-crystalline silicon with PERL technology(Hyundai cell,Made in Korea) Module efficiency % 16.8 17.1 17.4 Temperature coefficient of Pmpp °/u/K -0.41 -0.41 -0.41 Temperature coefficient ofVoc %/K -0.32 -0.32 -0.32 Temperature coefficient.of Isc %/K 0.032, 0.032 0.032 XAII data at STC(Standard lest Conditions).Above data may be changed without prig notice. Module Diagram I (unit:min,inch) II I-V Curves . .. Current[AI 0 1,000W/m� -25'C -45 C B HOLES 5 -65'C � -(-) W DETAILA 4 19.37") 1,000mm - - (39.37'1 �3937') eOTTHRU 4mm�CABLEd 4mm'CABLE&CONNECTOR CONNECTOR 5 10 15 20 25 30 35. 40 - .. _ Current[A] Vokage[VI GROUND MARK. DETAILB S -I.000 W/m' GROUND. 18(0.71" - t i(0.43"I a_��'.. ^600 W/m�. t N GROUND HOLE 6O(2.4") r -600W/m' 954(3756") r^1 5 - 400W/mr -1 IIILJIII 4 -200W/mr C 3 A rl 998(39.29") C 25319.9G") 3U 1.18' 1.8 0.07 7y SECTIONC-C -. l 0 0 5 10 15 20 25 30 35 40 45 50. voltage[Vl. Installation Safety Guide �,- - 46"C+z Only qualified personnel should install or perform maintenance. •.- . -40-85"C :A Be aware of dangerous high DC voltage. °� DC 1,000 V(IEC) UL) •Do not damage or scratch the rear surface of the module. DC 600 V( ' Do not handle or install modules when they are wet. 15 A [Printed Date`.June 20141 Sales&Marketing se.e,ceed 2A Fl.,Hyundai Bldg.,75,Yul ok-ro,Jon•no- u Seoul 110-793,Korea ecnir'endlY naFSC pe; Y 9+ 9 9 9 " Tel:+82-2-746-7563,8406 Fax:+82-2-746-7575 HEAVY INDUSTRIES CO.,LTD,. I I ' ® m A HICTI GROUP CONIPANY SolarMount Technical Datasheet. Pub 100602-1td V1.0 June 2610 SolarMount Module Connection Hardware.:.......................:.:............:.:......:.....:.......:.. 1 BottomUp Module Clip.................:..................................................................................1 Mid Clamp ............:........................... ........................................:....................:...............2 EndClamp..........................:..............::....:..............:..:.....:...........:...:.......,..............::....2 SolarMount Beam Connection Hardware....:::............................................................. .3 L-Foot................................................................................................ ...:........::............3 SolarMountBeams..........................:...............................................................................4 SolarMount Module Connection Hardware t SolarMount Bottom Up Module Clip Part No. 321001,321002 Washer Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..se alloys: 6005-T5,6105-T5, 6061-T6 Up Clip .f no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut, and one '/4"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according.to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory •. Module edge must be fully supported by the beam ' * . NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT'install washer under serrated flange nut Applied Load Average Allowable Safety Design. Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) `4 1.24 ' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Transverse,X± 1128(5019) 1 329(1463) 3.43 497(2213) 0.441 �X 0 i.00 - Sliding,Z± 66(292) 27(119) 2.44 41 (181) 1 0.619 Dimensions specified in inches unless noted Mt , f 0' U N 110%A C SOLARM UWJ�'6b_ hidal Datasheets A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 Mid clamp material: One of the following extruded aluminum rra Bolt alloys: 6005-T5, 6105-T5, 6061-T6 It 'd la a Nu Clamp , Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single f mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac W-20 T-bolt and one W-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1•DDDISTANCEE - Direction Ultimate Load Factor, Load Factor, BETWEEN MODULES Ibs(N) Ibs(N) FS Ibs(N) rM Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 to.X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum r 320233;320234,320331 alloys:6005-T5,6105-T5, 6061-T6 Olt Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 Ibs(26g) "= d Clamp G Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one W-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam x Applied Load Average Allowable Safety Design Resistance MINIMUM I Direction Ultimate Load Factor, Loads Factor, HEIGHT Ibs(N) Ibs(N) FS Ibs 4(N) v� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE TM1pKNE Transverse,Z± 1 63(279) 14(61) 4.58 21 (92) 0.330 i_ Dimensions spedd Sliding,X± 142(630) 52(231) 1 2.72 79(349) 0.555 00 • D. . GG°UNIRAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No.310065, 310066, 310067, 310068 • L-Foot material: One of the following extruded aluminum alloys:6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized L-Foot weight:varies based on height: —0.215 lbs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: i�� C •Assemble with one ASTM F593 W-16 hex head screw and one errated 1 ASTM F594'/a'serrated flange nut Flange Nu • Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part ' 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method Y n Resistance Applied Load Average Safety Design 3.oa g g 3x SLAT FOR Direction Ultimate Allowable Load Factor, Load Factor, 14 HARDWARE lbs(N) lbs(N) FS lbs(N) - 4) �_2.01 �� Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y-13258(14492) 1 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 486(2162) 213(949) 1 2.28 323(1436) 0.664 Do ' Technical Dat heets 0" UNIRAC SokARMOUNIT as A HIUI GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1728 SLOT FOR T-BOLT OR 14" HEX HEAD SCREW Y4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 .' 1.316 SLOT FOR -T 38"HEX BOLT SLOT FOR 1.385 lwj3�" HEX BOLT � . .387 .750 1.207 Y Y �X �X SolarMount Beam SolarMount HD Beam " Dimensions specified in inches unless noted • fe• d �/yl�� _ Town of Barnstable :*Permit#� - /(o I (4v Expo T 6 months fzom issue date Regulatory Services . = MAY 02 2016 uasa �' Richard V.Scali Director �prF �p>'JN OF SARNSTABLE Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 ' www.town.bamstable.ma us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNHT APPLICATION - RESIDENTIAL ONLY r `- . " 0� Not Valid without Red X-Press Imprint Map/parcel Number 0� /� Property Address 23 1- 5*L-F-y `>tZ— Residential Value of Work$ 2S-0D Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address 5 1,VG A-A.) 1 --->d;rf®, J U LIA y/ Contractor's Name 164ez Telephone Number Home Improvement Contractor License#(if applicable) Email:eG/ �sy.JG�ry�J•4b•�o r� Construction Supervisor's License#(if applicable) 077 b 9 Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑j-am the Homeowner I have Worker's Compensation Insurance Insurance Company Name 4tAW 1P2d7-y/K Workman's Comp.Policy# 11A/C- /Oa Go// V7 ZO/b Copy of Insurance Compliance Certificate must accompany each permit., Permit Requ;aqcheck box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 7I/i�i/�57L2- ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) El Re-side ❑ Replacement.Windows/doors/sliders.U-Value' (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C c Q:\WPHLESTORMS\building permit fonns\03 PRESS.doc Revised 040215 21--C©mmo7riveaM Of�assr dlmsetts Drive Meat&xf1ndzirstrid Acrid-a7ds - Office afions y 600 WashfiLgitort sSYreet -_ Boston,3M 02-111 fomInam%grovfdia - wiwimrs' Campensatian Insaran ce Affidavit: BuMer-dCant mctars eefticians/P"hunbers A13�7 p QrB13 QII �//� �/ ple.tSB PFlII 'b 1Vatm 1g$�ESS Fga tm/�nr�rca�r"—'Ay (�9�� Address h��avr CrtyState/ ht,4/dA-'LIA) ar-o 3� Phone G/, Z2 i,3 3 �' Are you an employer?Check the appropriate bay _ ,� ,/ Zppe Of project(required): I.❑ I axn a employer with. 4 L�J'1 aax a general canfractar and I• * havel=edthe subr coakractors d- ❑New LEon en�p•Ioy ees(fi�lf au�d!`or part#ime). . 2.❑ I am a sole proprietor orpartaer- fisted onthe attached sheet. 7.. Remodeling ship and have,no empiWees These sub-contractors have 8Ej Dem- olition , working forme in any capacity. employees audhave worms' 9..Q Buildrzmg additionIo Ti4 odm&co�-insmx tce comp-iasurancf required-] 5- We are a corporation and its 1-0.❑Electrical repairs or additions 3.❑ I am homeowner doing all work officers ham ese=rcised tb w 1 LQ Plumbsngrepairs or additions mxysel£[No workers'comp- rt of eseoapfion per MGL ^/ incnranre required.]Y c.152,§IM andwe hame no 12�ROafrepaizs employees_[No Iwo&ess 13.0 Other comp_iammance required_] , 'Any applicsntffatcbecksbox lmn;talsofiDaoftl sectaabe7awshmaagtbeirmodsas'compersatioapahcgia��suom #SameMners who submit dais d' adavu int tzem;they aS&mg zu wal amj fbea hits aat+i8e�cmrsnmat 5IITtIDi[a nem aiad�t IDdiCa�pg rnr� fCaattact=f=checY this b=mast attached sa sdditiaaal sheet dowhig tLe mmne of the sub-coatrzaaxs state whethm arnot those entzties ham amplayees.If1hesdb-•caatzctazsIzve employee tfieYaaurprn a thev trorkea'taM a P P hU n=bez. I am an eutp7aer fl�tts praszdirrg tt�orlrers'zanxpertsa�imt ittsnrattcs far xr}a emglaJ�ees BeIaw is fitg pa£icy and jab site Fnformaiion InsmmceCorapa xyi'£arne: Al"t 4441 -7J�c- Policy or Sel€ins Lic_ ✓ to/07J 4.6//�/7•Z�/(� F�pirlionDate: q-,/a-I"7 Job Site Address: Z3 Cdy1StaF 22p;/6t t rAd f_£- AF o LLoV f" c'ltfarch a copy of the workers'compensationpolicy declaration page(showing the policy,number and expiration date). Failure to secur,coverage as regaued.under Se=kbn 25A of MGL.c�,1P-can lead to the imposition of criminal penalties of a fine up to$L,50D SOU andfor one-year imprismmuld,as wed as civil penalties in the form of a STOP jFTDRX ORDER aad a lime of up to$250-00 a day against the violator_ Be adiased tliat a copy of this statement may.be fortaarded to the Office of Investigations ofthe DIA for insm ace coverage verifrtatim Ida her.Rby csr f tder th-apaaais and perla�s a is Y thatf lle inforirur#i iproui&dabmv is bw acid correct iffiatnce: Date: Z /� Phone G/7 Zii 3 .. Official use only, Do iW rfte to dds urea,to be urtuupLetesd by city artatrn afjaciaL City or Town: . Permftll icense f Issuing Aarthardy(circle orte); L Board of Health Building Department 3.CHY]TORM,Clerk 4.Electrical Inspector S.Plumbing Laspectflr 6.Other Contact Person: Phone#- 6 formation and Instructions . f Ise all en�Ioyers'to Provide�e�compensation for their en�Ioyees- i Maccac3�rtceff5 General Law chaptr� Tegan�s ersoninl3ieservice of Mad=mder any co�xact ofhn-e, Pursaa�to this s-C�,an.•�Iay�is defined as."_.every p express Cl mrplied,oral or wr>fteu.-" assDCi&CO3,corporation or other legal=±Cty,or nay�o or more An Moyer is defined as"an individnai,par[nersT�, I enfaiives of a deceased earployer,or the of the foregoing end ina joint mterp ,aadincIndiDg ��s reeiver or mstee of�b&vidual,partneaship,association or other legal entity,employing employees_ $owever the c t househavingnotmorethaa three apadmeuts andwho residestherem,or the ocmpant ofthe- owner of a dvmITmg �.,,,�i rnrr;�n or repay�o�on such dwelling homedwaM g house of mother who employs Pis to do maims�, . Fhere-b shanno tbet�se of such employmeutbe deemed to be an employer." or on the grounds or bm7d"mg . 2$ also sirs that"everysfzte or IDCaI SP g agSn Sh2IlwithhDI the ZSSIIanCe or MGL chapter 152,§ q renewal of a l — e-or permit to operate a b�iess nr fo'cbnssf uct b�Zdiags k the comm =age th fDr yap applicanfvrho has notprodnce{I acceptable evidence of comgTzancP ePiththe***�T �COYgerequhed" Additionally,MGS,chapter I52, §35C(7)states aldeiffimthe c^*...monweal nor a¢y ofits poT�i.al snbcLrvi.�ons shaIL of ho wozlcuntrl acceptable evidence of eompIli ncevtith the hsmanre•. into any contract fbr the p pub i _�• , eats of this chapter bave been presenizd to the confracEmg authozity." I� req� - . A-FPlica�rt� . easation affidavit completely,by cher.1d g the boxes�aPPly to your srtnafzon and,rF Please y MI the worl as'comp es a=Mber(s) along with their eeatECee.(s) of necessalY,�PPIY sob- (s)naes (s), ) r L==t Phan -p�� �) other than the axaes or linritedLiability s withno emp yees tab � rosin-ice_ LmmrtedL .may Camp (I LC) or partners,are not rMp�m d to carry WDIkCre compeasatian msm�ce. If an LLC or LLP does have To ees ai ol is required_ Be advisedthatthis afEdaytmaybe snbmi�ed to the Department of Industrial policy � � Also be sure in sign and date the afadavit 'Ihc affidavit should Accidents for confamat<on of coverage- nottheDepaztnent of be retained to Le city or town that the application for$e permit or license is being regae steel, ons the law or if you axe required to obtain a worl=' L�,��T AC.cl�?�,�. �h�Idyoubave ate'4�str rig �:ies should en� hrtea ecallthe'D ntattheimmberli-stcdbelow: Sew�� �mpensafionpoTtey,pleas e:Partme self->hsar' =license number on the appropriate line. City or Town Officials T Please be sure that the affidavit is complete andpradedleglly. She Depailnenthas provided a space at the bottom onto frIl out in the event the Office of lnvesti E oas has to co�zct yonregaxdmg the applicant. of the affidavit for y e ntrnber wrbich w�be used as a reference fiber. In addition,as applicant Please be sure to f<llinthepez�I ce:ns need only submit one affidavit indicating cuuent that mast submit m-ultiPle PCM1t I=Mr-apphZ;a ions in nay given'Year; and under"Job /t�l�TPSS"tie applicant should�:the"an Iacatlilns in (may°r policy inbrnafion(if necessary) the Dr k-pyrt�may be provided to the ' town)--A copy of -affidavit that has best officially stamped or mimed b3' �' applicant as proof that a valid affidavit is on file for Rd= p emlitr or Iiceuses Ancw affidavhmust be filled Dirt each year:Where a dome'owner or eifi�en is obtaining a Iic se or pemit not related tQ any business or,commeacial venue (ie. a dog license orpennrt to brsn leaves eta.)saidpesson is NOT required m ccmiplete this affidavit The Office ofInvestig�ions would lie to thank you in afiv'3ace for your cooperation and should you bane any quest<ans, please do nothesifateto give us a call- The Department's address,telephone and fax number_' . @ CO=Xm�ft Of MaSS2ChU&t ' c Department of l zst tat Aceiden } ( c �f met 4-Va�sh Qn. Bt MA CdlII Tf,-i. #6IT- -490G�Xt 4€6 car 1477 MA S A I?r ised¢24-07 wet W-Maz-gaVIE& MEz Town of Barnstable o� ` Regulatory Services - E $iRNCPlRf4. f f . KAM 1 Richard V.S=H,Med mr Building Division TomPerip,Bmldmg Conmdssioner 200 Maim Street Hyamris,MA 02601 ww w townbarnstable_ma_us Office: 50 8-862-403 8 Fax: 50 8-790-623 0 Property Owner Must Complete and.Sign This Section If Using A Builder I, 15�VE L V >s��✓1 , as Qwner of the subject property Iierebyauthorize , �u�,�i� / to act on mybebA ' in all matters relative to work authorized by6ls binding permit application for- 1-3 AA-,-Y (Add=ess of job) J r fool fences and alarms are the responsibility of the applicant Pools are not to be filled or ufflized before fence is installed and all final ' inspections.are peifouned and accepted. " Sign==of Applicant, Print Name Prim Name Dare QFDAMS:OWI�RPIItt,�SIDNPODIS . • ; ' 'dawn of Barnstable Regulatory Service r � Richard V.Sra1%Director BudIding Division t 8�81+�raura s Tom Ferry,Btu L`pmmTeciener r� zs3y� tea$ICARM 200 Main.5tre HyMoois,MA 02601 �En r e WAD Wn-baxasiable ma.IIs Office_ 508-862-4038 _ F= 508-790-6230 - HOMF.oTPIQER rsr-k'Hcrr EI�•ITOI1 .FI=srrrkt DATE: . JOB LOCATIO 4 name - bomcphonc# woiicplionc#r` T - CURRPNr MAILING ADDRESS: _ city/ftwa sty rip rock The cun-ent exemption for"h of siTc units or Less and to allow homeowners to engage an individual for hire who does notpossess a license,provided that the owner acts as supervisor_ DIMMON OF HOMY-OWNER p erson(s)who owns 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,. welling, attached or detarhed st actores accessory to surch use and/or 5¢ui sftuc ices. A person who constricts more than one home in a two-year peziod shalt mtbe considered.ah=r-owner. Such-homeowam"shall sibmittn the Bm7ding Official on a fbna acceptable to the BvIdmg Official,that hr/she shaII be u esoonszble for aII such wazlc performed under the bmldmg permit (Section 109.L1) - The undersigned `hdmeowner='ammmes rmponsihiliiy for compliance wifllhthe Starr;BuRding Code and offer applicable codes, bylaws,ru.Ies and mg-mhtions_ - 'Ihe umdm Hgned`homeowner='cm1iff s thathe/she finds the Town ofBamsfablo n7rimR Depar�rnt ma inspection procedures and requirements and that he/she will comply WI&said promdnn:s Bid requhements. signahuc ofHommwna• Approval ofBm7dingOf6dBI Note-- three family dwellings conta�35,000 cubic feet or lager WMbe reqofte.d to comply with the Stair Buuldiag Code Section W.0 CoriSh Ction CanfruL k ; HOh-MOWNEX'S E MaUON . The Code staffs that: !Airy haraeowner performing work for which'a bufidiag permit is required shall be exempt from the provisions of this section(Section log—1-Lieensmg of coasfracfioa Sneer Visors);provided that if the homeowner engages a persoa(s)for bare to do such work,that such Homeowner shall act as s¢pereisor." Many homeowners who use this exemption are umaware,that they are arc ring the responsiibiEdess of a supervisor (see Appendbc Q,Rules&ReguIafrons for Licensing Cons(rucfion Sipereisors,Section 2,15) Thus lack of awareness offr_n results in serious problems,pcularly when the homeowner hires unTcensed persons.'In this rase,our Board cannot .proceed against the unlicensed person as it Would with a licensed Supervisor. The homeowner acing as Supervisor is ultimately responsible. To ensure that the homeowner is fuIIy aware of his/her respoasrl;7ities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsffiMti'es of a Supervisor. On$ie Iast Page of this issue is a forms cnrrentiy used by.scierzi towns- Yon may care t amend and adopt sack a form tr . rati n for use in your community. - Q.\WPFIIFMR,,&cjuncrmg pm=ic iiAmS)EXPRFSSaoe Revised 061313 ..... - - -- _ ................. . �ie�po�rivnwazuecc�o�C�acut ccaeCll Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR egistration: ._.1`58752 Type - /'Expiration F 2/28/2018.. Individual WARREN WRIGHT' WARREN WRIGHT \, _ 6 KEOUGH ST FRANKLIN, MA02035 -- Undersecretary— . -— — ----- Massachusetts Department of Public Board of Buildin Safety. g Regulions and Standards License: CSFA-047769' Construction Supervisor 1 $ 2 l Family ``«. WARREN WRIGH-&NSR 6 KEOUGH STREETe FRANKLIN MA tfi203„ LAM• R I Commissioner Expiration: I 09/15/2017 -^'License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation F 10 Park Plaza-Suite 5170 Boston,MA 02116 - j Not valid without s' ature I-Pg Massachuses �J Bcen of Building Regulatint°f Public Saf se: CSFq d4n6g °ns and Stan Construction S dards - uPervisor 1 Wq Family 2 R R ENWRIGKEOUG HIS- FRANKLlN STREET R a20 COmmiss�oner osPsation; . 2017 i l I -- � �. , — � . , I 1.� .,. � . � .I. , , -, �t,t, 111, -.::.!I I-`:.. -� ; � -.: � t . I. -� I . ., . . -� ,_�:.4,.-...-%—:..,:i.-�,,:-,.::t...:;;."�,.,-I.,,,-:--,.l�.,q 8935 102/02 ,I,,.,,�.:��",.,'-�,I���.�l-.�*.�,:."�t:I,��I.-.I..-.-�I.,:..-' �"'1: '..�.:: ,�i1,.l:�.,-.,,.,t�-.:,�%..-,�.1...l..l.,..,-.".1y.-,1.I.�.1.,,,-. AOOROn CERTIFICATE of LIABILITY INSURANCE .-4. °"m a's""' �., _. tHtS CERTIFICATE lS ISSUED AS'A°MATTER Of tNEORMATiON dNLY-AND'CONFERS NO"RtGNTS UPON TNECERTIFiCQIE HOLDER THIS CERTIFICATE DOES,NOT AFFIRMATIVELY OR NEGATIVELY AMEND EXTEND,OWALTER THE'COVERAGE AFFORDED 8Y'THE PQUCtES �l--.,�,.�-,,�.-.��t", �..,,.,,..,-�.'--:-�.�,.�,....,.�.'.:.----,,.,,.,�.�!.-�-.�,-,".:.....:��,�-.�-,�'",�....—.-,.%,.��.--..-,,-,..,--.-,.--,.,.-,-,..:,.��.,,.:.-i�....,.�.-�..�."-�,..-,..,�,-;...:,.-,,�:,..�..-,�.��.:�..,,-�,,..,���.,,-,,..-� ,.".��-.,t,-,.-..-..�-�,��.�-��,�...,--...:...-�..�,--.v,-.*�.�,...--,.�.�--.,,,..,- ..,'7.. ., BELdW. TNIS CERTIFICATE Of':INSURANCE DOES:'NOT;CONSTITtjTE A CONTRACT BETWEEN THE:ISSUING`INSURER(S), AUTHORIZED ,..,.,�.i�..,.J. REPRESENTATIVE OWPRODUCER ,,. ,AND,THE CERTIFICATE HOLDER IMPORTANT::ir the ce ttfloate holder Is an ADDITIONAL INSURED,the"po11Cy(tes)must be endorsed. It SUBROGATION IS WANEQ subject to ttlb terms and condltlons:of the'p.,cy,certain poiicies'may require an endorsement.A amement on this eeitl0cate does noi'on%r¢ghts to the cerBEicate twltler to Ileu ofsueh eridorserliert(s). ..: aaomx 05089 001 � A Costa fisurance Agency Inc a Ert (5081202:Q70C No 2 Franklin Commo %n Framingh1.am,;MA 01701` ` c �NAIC:s A:LM Mutual.Inwrance Company. tWSURm Ezterio>t Construction Specialist Inc`:; 30 Chvrci Street f 0. - Dsbridge, Mh 61669 ': ... , ::` 11 0 COVERAGES-.: 1. CERTIFiCAIE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT'THE POLICIES OF BJSURANCE LISTED BELOW HAVE'.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD WDICATED. NOIWITHSTANOING ANY`RE011iREAAENT.TERM OR CONDITION'OF ANY CONTRACT OR OTHER DOGUIdENT WITH RESPECT TO WHICH'THIS CERTIFICATE'MAY SE ISSUED OR°MAY PERTAW„THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S:SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDILIONS OF SUCH POLICIES.LIIMITS SHOYYN MAY:NAVE BEt1REDUpppCI�EDc�yyB�EYpp�FPAID CU11MS . TYPE OF INSURANCE - POLICY NUMBER MWDDlYYYI' LIMIT9'.: . GENERAL LIABILriY1. EAGtl3CCURRE.+.".'E ,:.'i r_OtAwERGinI GEtJ riik fAg&r -:{ ` I.,.. E GET EaEN E "a GtA1A5,vwCE aGCCUR� d MEOE.P(w+yonW1 -.i { 1. k -CANAL 3 AOV FJ.nJR't f .. _ .. 1. ,- GEgER.tLA-gRmG TE i EPt9.trxr FEGATE LR IT A9PtfiS DER f PRODUCTS-Cbr,FTLP Ae,v :i �.t AUTOiADEILEGIABILITY :.: SW,k LWIT ii M31 _ .AU Tb i BOGa,tIN,A1Rr IFe Fustn :t } A bmt .14 CrtEtkILEG 11 Alxl-bS 9. AUTl1S i 4 84IIB,t tiJ.AiRt�,..at a[Ntnir a 'IkRELAUT0 NGNvVYJEG 4 ` PR TY�eTefFm �j t' . s 4UTb5 ii UM6RELUI.... [,�-., 1� :UAB .' OuCUR ; EACii DCWRREAii,E -'EXCE93.LU18 >`..CtRxlSWDE ; 4i;.GREtATE :T pyyy�pp�ppPEEppDgg C�pp��:pp��RryEggTpE7�N�TppIWJ'; I _ .z:. pp� TT �H.-'.3 ANb:EMPLOYER3'LWBILITY T .. - X TORY LRM1TRS DER - APr P TN 'tECt/T,tEV N# ! , : EL EKHACCIDEWT r 50000000 A 4 >€ fNrA vWc<ioD�o11617 20i&A 4110/1D G 0llorzol7 IMa RMery In iVN)' ! E l tMGEPSE-Et-EISFLO E 3 -- ., n y. 500 Oitti 00 EIESG tTfIY1F: PERAT10NJ brYJr J .- .. It DF4EP.Sf-PGI:IC LBAIT;.► ,. SDO QBD DD r�I ,. , : .: ,9: ,9 �,; . . � t * 7.. .1,. , � , + % . . , ; .+"t..,."..���-�-`�+.,, � I[ . a �:-�:, �: � ., ,.:. - ..: DESCRIPTION OFOPERATIONSILOCATIONS IVEHICLES jAn=ch Awn im.A"dwW RomaBsSO4digo,WMW.6epati IS WnO! "'CERTif(CATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLER 6EFORE CC'EXAIRC 110 TM DATE E {W�L .BE DELIVERED iN ORD N EW YPR 1 S. -- 3 AUn10WZED REPRESENrATWv . CP�� fi ®13 1 ACORD CORPORATi N All Hghts reserved ACORD 25{2010105) ,_ The ACORD name a.11 nd logo are registered marks of ACORD s ,.. r r' -- _..... __......�. 4 - ,4, ' INV. ��' Town of Barnstable *Permit Farpu es 6 movirhs.from to 6 2014 Regulatory Services Feed MAS& � Richard V.Scali,Interim Director 2/7-c' To F BARNSTABLE Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 7 02 b S� Property Address 3 ' [Residential Value of Work$is(0 3 Minimum fee of$35.00 for work upder$6000.00 /\ Owner's Name&Address �3n- 6W May Prw . Contractor's NamGJ Nov,� elephone Number'�0�- Home Improvement Contractor License#(if pplicable) l 73Zy�' Email: Construction Supervisor's License#(if applicable) 0S70 / Kworkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name fAl Workman's Comp.Policy# A!e �.2,3 Copy of Insurance Compliance Certificate must accompany each permit. 6 Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) , ❑ Re-side :® Replacement Windows/doors/sliders.U-Value ' 3 v (maximum.35)#of windo Z ` #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. 'Where required: Issuance of this permit does not exempt compliance with other town department regulations;i.e.Historic,Conservation,etc. i *°Y*Note: Property Owner must sign Property Owner Letter of Permission. A cop f the Home Improvement Contractors License&Constructiion Supervisors License is equir SIGNATURE: T:IKEVIN Muilding ChangeslEXPRESS PERMITIEXPRESS.doc Revised 061313 . t , am taa+srrI Far 2-AlWan,ROW, * Q.Iet= IAF 11 f e Mi a3 . Yer+���R_ aNyd11!€iiaw_iti+w�e.i��lfi'Q/bl�� ° X. -A w2w -- R �►+ lQ aL.23f F1�4± t i` Y4i`BAP'av CdQi:!f.C6 YAR? u , M. uyrsQ� b � Asa WaRlg,cggsaaa ;phiax�� prmd 'sta+ � Xbwa, + vx a a ,9�r �Ita 1 '� '1 lib o dfa udth 00 6aErl_3 td &gJIM11 di -filbed Oi ftace a: of utw. aar�laa:�Ms: '_ .® ��_..�,;61��- . ._ _ay.,l}S� _ dn►_�r±s, _ I�7':�tlr�o�l�ea._�1.�4ced�:.__�_I�oT 5' ei(Jo anotcri� MCMfmi gamo 0*1* MII!OId 4f'I it J lhd&' 0-CM h OrWMerd, - C+lAle ClFdM i4 M§"Pwd br&%Mft"lp m 0. rrrm P)!r afiinkft � , _. rj at Sam OfJOD mm"maehnorrerEd tiia h4dil $ b= the I1 alr 1 a��e .i Munn dr " !t 4#jVW er tliR n■rd,and m,.l6 moi&te by Iia iwjehi�e?e,Vim'Curds of rcdEl9: "'-g��'� '■' c�asA ' $7 ■ ft . F"eMl9F� e ' T'a■_ .J' ,p alti, # amph A" mco+ tu abIftewif malt alt fhl&spa ft,& . a :ttkmd of fAW pop-abimid.c m "Utwod yh17M' ,3f dA A61C' t 9 u� O&tl0 :>D CP 11� I 91 MAIM rt;�l��dl�atase ` �fb#ie'e.f��ie�(ldy:>E1tv. �i - - eat �ca�rof alla9r�,rw.i��ht ®tA..e.- �. : �a, a� �ate^ s aft ! L ,ffiaaaa r �IrF Eb1i _ g , d + ''�4les4n sae#: g c AM I! au+o -0 Ao sl, slots Nrx , ta,..iye�r,ils; Lrs••:•••�eb �las.® aa�6E3. 1 ; 1 •� -loam ai?i�w a a �.kaastaa4#r a3" o , poi eat or o*ce *QA o iafi6 :a �d 9r.4OMM d ih a 9l :lr)n Letsi� : a��bf t� caaeefi a dag : AM@p aid a a}r ' +ar' ��.:i. w .—_� .xUe �+ .mac a l s4eel ;arssslIlat� :�aaafps3s e�$gasflioneea�s , .- 3 taedta d inn yei nAs o� dgal Ise cue> � ~ �i' VASUW e :• - lift I - ' 'Ihll�ame T liaclu'f�1 d X.Wdo ¢' p1w. Ica 11ylhTlt nm >sMaa,Md,% FPI 1! 51P_fCii�1�1 "®L.1 G GE ditkCE Offft of 7 f�nlel� - 1. o .._s I�+C+}td 71O1aci - — `IrinceA !� rMk&An +r�tti .r � F a�ll, i, ir .. � tNrl� argnpa; i wghv asp'faenn ht9f w'i Ifs®r�r wrlllo I RM an �aR m u uindar i' a� .w-, qwa atb+on�6 d alia. a e61�eery antaa+mF aF a ■nsi n �04011 4111W. fid I o P3�t 6i+ r da"!F#t bj► +!1 ++AId �'411� ' data �d ul a Ii OM tha�wa}tlbtll.�'W0 0-Aco�r CIF c h�a bdtllmrw !fd Dr'Pt OwcM -- -- r!t �afa In umc ,aata d Chu € Ij M1 F1 lib#am" hd�f1E�I �Ni bl�i� d� -o Owing i W1 pail will 'lki�rratl mad.vAlm n'�n li"l�i+�®� ,�i a Ilan aP �e cagrtl am dS+ i r ° I sacedpG tli[� i IN*F wrd your-can ilaltAawr rvadica, aad awX s'1®leek na Esufilan v�all �4tW11t�rirlc aFfla� vM!ft +�Ir. the tir�lnan °v1►1N ca nicie If Ifs acl 1, eM Ew4�9a!� �tirdi±l' �dKe f�t9allir" ! CAM�I6AlMd�If' er i a1� m,R.v hA w 14ruvr a€ ear.e^eti/eil�WWI%l�+i gee rei 7 ffp!__ gree d,iCOne�t aln as Mhaa' 92 Your k�NJd�F9 a Its Al0 JUA91611*1W wed aaaridmo!n 44�whipt PaS�81Mt e! 9� d$i di�1fril4�[ d' 4A fleti.4 Rfitl�Caaet %1M,ar' p R�e!!af'F .d ► Ei&i� dell F&d tD NipNl Uflff®P*h>flj Ctoeel�;at Oe a!IA ar r ea. h +e!Ither! _- t of i 'Iraloyor ya-�d yw_f' u wiil�,anarrrprres a aauwu�tifi�lf ' Feet A�Ae►e 1 ester ami al�jeateenm ofIaV i ! ti the -allay �� irf1d�49if1l+FItY1���Islas - �a�ltFisi illy + �g PI do's !' +� �a ll@il '�Zrll�r�e �rra��n 'J'6' of u _ �e. - - �i+ lilbl` flealeatl'eae ern erlloe�s� .` hem f�� hill ra„ _ bu #1'i ;,' t99aaMl PI It, fa- raGin taaz' em m` tlr� }Ip Of I, 6116llae+a 1�'q'1i�1 r�>t�ii� �� l + � poi�num ' f�Ni�olC aa�Joe nn clHe sd tha A +e t�eatet esn�e 14ie�[tl �Ihl 1R Win, f di as es kid 1 vvirNugaafi f!EtPt{ee�r abhN ex by A90" a iiulj a +tart thci 1!�ru�n"*to oho daAO11 of If ofr r+ urr pia a rorti tlla, fi +dt ,dhern° a1 .,f f ' +c�tunrs 4t made l;ailra t+a 4io° t1ar ! a� e e�Pi t44" peffi cee o'an Qb1. 'ila-r&W or I !�%,Midis IC�lo fray PU!DrteMt�a, I i !utwot9i■ +an, t l tit cahcikehfila#rq n" hang eeea!i1#FF R a r�l list! fr17Ei$t1i2iG'f$u c��411�ilr wr%h 99Fr.iPi!7�in n +ar 1 v+l e'la�d erap�► tF91w a l�i�leln eia[la® aF ert3ear i sftJ dt.d -- af��lhoo ee,�11,11eae■ .ei a + 1 + r rt au c h F�r'[�sr o� a .Titi ,r�i1i�g_lipiT i LINT T 1411 5 y Oftentut - e- W _ eaat 781.Om m br nd lr rsol w a,a h MOT. ®II61611lArw I n and l C IMRT i6bw IF ,r!, fELa7` 1M� M ® 1C77 „ w r .. .-�fyy0 y.. - y e AUAVOW whfw, Oupofc-1 w Ymicro §W $wed I ; Southern New England Windows d.b.a Renewal by Andersen of SNE Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Super+isor License; CS-095707 ti!Zm 1 1 BRIAN D DENNISON 7 LAMBS POND EIWCi Charlton MA IQ7 4411!! Jy IS � .`%,ei�4.r ivit�+G .. " "t�• Expiration . Commissioner 09/08/2014 e %Waririr'01"u Office of Consumer Affa rs�an�B/u esUon 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 173245 Type: Supplement Card SOUTHERN NEW ENGLAND WINDOWS ILLEtmtr4eon: Brtanota DENNISON BRIAN 1137 PARK EAST DRIVE WOONSOCKET,RI 02895 Update Address and return card.Mark reason for change. nos 1 C mncvu Ll Addras I]Renewal Employment Lbst Card 91`11 Liceeforethenapiratinseor registration valid for Individul rut only OME handata If found return ta: Officeof Consumer Again and Business Regulation og-slntion: 173245 Type: 10 Park Plana-Soi1e5170 Expiration:WISQ014 Supplement::ard Breton,HA 02116 SOUTHERN NEW ENGLAND WINDOWS U.C. RENEWAL BY ANDERSON - 1137PDENNISON BRIAN 1137 PARK EAST DRIVE WOONSOG(ET.RI 02895 Uodersecrem y Not valid without signature Client#:30124 SOUTNEW ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE /DD/YYYY) /06/2013 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 REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must 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 certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Anita Little NAME: Willis of New Jersey,Inc. PHONE 856 914-4660 FAX A/C No Ext: A/c No): 856-914-1881 1015 Briggs Road,PO Box 5005 E-MAIL ADDRESS: anita.little@willis.com PO Box 5005 Mount Laurel,NJ 08054 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Selective Insurance Co of the S 39926 INSURED INSURER B:Argonaut Insurance Co. 19801 Southern New England Windows LLC NsuRERc:'Beacon Mutual Ins:Co. 24017 D/B/A Renewal by Andersen 26 Albion Road INSURER D Lincoln,RI 02865 INI SURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION 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 CONTRACTOR 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. ADDLSUBR LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MM/DDY EFF MM/DDY EXP LIMITS A GENERAL LIABILITY S202945900 8/10/2013 08/10/201 -EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES EaEocccurrence $100 000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY JECT PRO- LOC $ A AUTOMOBILE LIABILITY S202945900 - 8/10/2013 08/10/201 COMBINED SINGLE LIMIT Ea accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X UMBRELLA LIAB OCCUR S202945900 8/10/2013 08/10/201 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DED RETENTION$ $ C WORKERS COMPENSATION 0000068028-RI 8/21/2013 08/21/201 X we STATU- OTH- AND EMPLOYERS'LIABILITY IER B ANY PROPRIETOR/PARTNER/EXECUTIVE� AIC927818352394 8/21/2013 08/21/201 E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION Southern NE LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 26 Albion Road ACCORDANCE WITH THE POLICY PROVISIONS. Lincoln,Rl 02865 AUTHORIZED REPRESENTATIVE , 01988-2010 ACORD CORPORATION.All rights reserved:. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S215109/M215088 AXL :. -K The Commonwealth of Massachusetts Department of Indwi al Accidents Office of Investigations f 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leedbl Name (Business/Otganization4ndividual). fms LtC Address: City/State/Zip: I-/A/CO N 0-2b5' Phone#: /D/ JP 2- f YDO Are you an employer?Check the appropriate box: Type of project(required): 1.[1 I am a employer with A Q 4. ❑ I am a general contractor and I 6. El construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- Iisted on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' Build ing 9. u n [No workers' comp.insurance comp•insurance.# g addition required.] 5. �,We are a corporation and its Mn Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.Q Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c.152,§1(4),and we have no W�IU n �� employees.[No workers' 13 Other UlJ comp.insurance required.] *Any applicant that checks box#i must also fill out the section below showing their workers'compensation poliryinlormation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors 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 isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: SlIrQ�U C a:� Policy#or Self-ins.Lic.#: . 3 Expiration Date: 9 g t't ftv Job Site Address: 2 ,`• City/State/Zip• e f' I�(ie Attach a copy of the workers'compensatioh 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification .7 10 hereby ceeti udr the pan and penalies ofperjury that he informaion pro vided abo 6i eand correct ZstrrSignature: Date:Phone#: 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#: Engineering Dept.(3rd floor) Map° rarcel Permit# House# Date Iss1wd hoard of,Health(3rd floor)(8:15 9:30%1:00 Fee' 076 conservation Office(4th floor)(8:30-9:30/1:00 ',2:00) - - qV Cr Pit. (1st floor/School Admin. Bldg.) F,,W'ctl'c� ��S®� p ANGE _.4� )re .tiue_Plan Approved by Planning Board 19 �pl�� � AND ® TOWN OF,BARNSTAB �� �. e� Building Permit Application 4 Project Street Address 23 S'tl L C y O n Village 1t C CIY TC ,Z U i Ile r� Owner S'7-'EPHE,-� L u c/�l3�Y1 Address 2 3 6 S HL.E y 9k Telephone 3 8, 34 A 8- dr/S y Permit Request i t First Floor 13 square feet Second Floor /7,40- square feet Construction Type DO/) Estimated Project Cost $ �,Soo , Zoning District Flood Plain Water Protection Lot Size 36, 000 — 2 4o rt Grandfathered B`�es ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 2 G yru Historic House ❑Yes a,No On Old King's Highway ❑Yes ,®No Basement Type: aFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) �Oo Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 2 New Half: Existing New No. of Bedrooms: Existing 4- New Total Room Count(not including baths): Existing / New First Floor Room Count bV AD Heat Type and Fuel: 2LGas ❑Oil - ❑Electric ❑Other Central Air ®,Yes ❑No Fireplaces: Existing / New Existing wood/coal stove ❑Yes W No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) /G x 3Z ❑Attached(size) 23 X ZO ❑Barn(size) ❑None ❑Shed(size) &V-,X/O ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ANo If yes, site plan review# - Current Use RCS/c/rn r/g/ Proposed Use Rd C9CC&-,*Tio/Y Builder Information Name R (/LE i/t/E Telephone Number 3 6 1 Address t /S A A/ E R b License# (x — 62 pox(0 Home Improvement Contractor# >f'R1MO UT H PO R-2" -/M (+ , Worker's Compensation# 7T Ug-�� I']Z(`�0, NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r SIGNATURE ,r po _ „�(� DATE d BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) a,�-� - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED _. MAP/PARCEL NO. r - , ADDRESS VILLAGE OWNER ti DATE OFr INSPECTION: FOUNDATION FRAME INSULATION~ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:,. ROUGH FINAL w FINAL BUILDING: DATE CLOSED OUT ASSOCIATION PLAN NO. / � � r �� - ram•..► �! '�_y_ I � ti ' � ♦ ,w rid �c.�► �� `�►�,vr►� a ���,� �j \ f , �.;1�►" ,r , _ , � � 1 . . 'ice I�i ,' , � �� 1 •� •The Commonwealth of Massachusetts +� Department of Industrial Accidents •� _ ,�� Ofllce af/mrestlgatloos 600 Washington Street Boston,Mars. 02111 Workers' Comensation Insurance Affidavit e: RUGS C✓n )I lion: ; , Q Q yAA-MU U7-/4 �� f�"t' ,f�►/) �� ,7� ohcne�t a homeowner perfm=ng�rk myself - I am a sole roonetor and have no one workin is any ca achy ❑ I am an employer providing workers' compensation for my employees working on this job. tomnnnv name: address: - dtv- phone#t insurance en 2011CV# ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: com anv name.* address- dhr, "home#s "^ ....... insurance ett ... .t..�. •• . , ...... . iev# .. . . � ..wa�.,;. ,�:::�:: ------------ com anv name* » address: dtv phone#r .» Insurance ea ,�.....:... ..... lieu#' ,• x BaWus to seen=coverage as required under aeedoa 2SA of�iGL 52 can Ind to the impeowsm of criminal penalties of a One up to S S00.00 and/or ape eats'fmpskomum Y welt sa dvil pen ltln in the form of a STOP WORK ORDER and a dne of s100.00 a day apaiast me. I mtdestaud tint o copy of"stuctua t my be forwarded to the 011tee of Iizvesd;adons of the DIA for moor ver9katioa. I do hereby certify the parnr and penalties of perjury that the information provided above it trwr and carted IN Print name °# oOldal use anlr do not write in this arse to be completed by d1y or town omdd dt!or town: pest 0 Building Depa:mtmt �Ideensinc Board ❑chedcif lmmediaw respome is rego;red OSdeeunm's Outer _ �Hedth Department contact person: phi#. (xmm 9/91 P1Al Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers compensation.for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any cotzir- of hire, =:press or impli4 oral or written. An employer is defined as an individual. partnership, association. corporation or other legal entity, or any two or rare of we foregoing engaged in a joint enterprise. and including the legal representatives of a deccued employer, or the rec.nvr- rustee of an individual,parmmsNp, 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 ecculant of the dwelling horse of ,,•�-.��; ��n►s ners��to do maintenance , construction or repair work 6n such dwelling horse or an the grout<ds a building appurtenantthereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commomvealth nor ray of its political subdivisions shall eater into any contract forte been presented dof public work until to the acceptable evidence of compliance with the't's+,r==r� of this chapter P _. authority. Applicants Please fill in the worms' compensation affidavit completely, by checking the box that applies to your srmt Lion and sWiymg company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of ludustriai Accidents for confirmation of,*sumac 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 lic=e is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if N,mu are required to obtain a workers' compensation policy,please call the Department at the number listed below. FIE City or Towns Y complete and anted 1 ibly. The DeP Please be sure that the affidavit is comp P ' egi aranezK P 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 fi in the perraitlli=e number which will be used as a refer=number. The affidavits may be 1n ll the Department by mail or FAX unless other anangemmts have been made. The Office of Investigations would Me to thank you in advance for you cooperation and should you have ray questions.. please in not hesitate to give us a call. R, i The Dep;.*Qaeat's address,trlephame and fax munber. The Commonwealth Of Massachusetts Department of Industrial Accidents Once of lmresduadons 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat 406, 409 or 375 . The Town of Barnstable • anxrrsresze, • Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. .VP _ Type of Work: 7Je40 002C9 Estimated Cost 4_ 0 Address of Work: 23 AcS R L EY !J a Ce or Yn L Owner's Name: STEP ielf 4 UC/An'/ Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: AA 42 Date Contractor Name Registration No. 9-2—9br 17� Date Owner's Name q:forrns:Affidav 1)t F1A< 1 i1[.i lT OF (>U131-Ii; ilr'F P.SI18URT ON PLACE, RI'll 1 0J. s �30STON;�'01A 02108 4618 CONSTRUCTION SUP1'-'RV 'S0IL L:.ICf"NS Number: E ,p i f _ , t rrthrf«r: 7 CS - 056268 06 J06/2000 06-/-0G/1947 Restricted To: 00 BRUCE U LElyl01P.f U 45 RH1NL 1rO rU (,i1,4 .}.r�r,'� - -t __ .. YARMOUTHPOIR'l iylA 026/5 .:.iS t f ,,tit i "{�• '� a;J� �/C1i�iYZ���GQ�lZ�(1E$GZULfG O�t./1�(.GI�Ju�2%IG4��CC HOME IMPROVEMENT CONTRACTORS REGISTRATION Board of ,Building Regulations and Standards t One Ashburton Place '- Room 1301 + Boston, Massachusetts 02108 ` .gam y. HOME :IMPROVEMENT CONTRACTOR 'Registration 111059 Expi-ration,=:11/25/98 x Type DBA . i k. { - ,SELECT:. CONSTRUCTION C' ION 5 ERVICES L:EMOINE .:RHINE `RD 80X,"100 t YARMOUTHPORTr MA_ 02675 , r r r VDAC TraveXersPropertycasualtyA` V==, WORKERS COMPENSATION e xrmna TravelersGroup AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) j+ POLICY NUMBER: (7PUB-417X905-9-98) NEW-98 INSURER: THE TRAVELERS INSURANCE COMPANY NCCI CO CODE: 10804 I- INSURED: PRODUCER: LEMOINE , BRUCE D DBA NORCROSS & LEIGHTON INC SELECT CONSTRUCTION SERVICES 437 STATION AVE* PO BOX 1.00 S YARMOUTH MA 02664-1879 YARMOUTHPORT MA 02675 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 05-20-98 to 05-20-99 12:01 A.M. at the insured's mailing address, 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compen- sation Law of the state(s) listed here:. MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit o— Bodily Injury by Disease: $ 100000 Each Employee �— C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT WC 20 03 06 0= n D. This policy includes these endorsements and schedules: 0_ SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 06-22-98 BH ST ASSIGN: MA OFFICE: DIRECT ASSIGNMENT 701 PRODUCER: NORCROSS & LEIGHTON INC 25T5J 003953 s i4 �V Af 1 ' 19 23 coo en� C en f<rt- Id°� 8 �ea�t ,d eep eme„t �oSTS Engineegng Dept.(3rd floor) Map Z7A Parcel �S/�ermit# b b t. ' House# Date Issued ', 3 `-9 Bnnrd nf 4:30) Fee q�a�.or J Con Plannin n. Bldg.) THE Definitiv ing Board 19 RNBTABLE.�` TOWN OF BARNSTABLE Building Permit Application Proje t StreetA dress a3 �11t;� C,, ' Village C Owner the, Lac-1 n ► Address Ski Zr- Telephone Permit Request %���zq e (Z-- yam-j First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $a24 ,y J-___ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Er—___T_wo Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name"Det,r,j-a-, Telephone Number Address" S GJ r _ S7, License# /�O yhli Home Improvement Contractor# CL?�,�� 7 Worker's Compensation# p®o f.5-P`{l NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOJ!2;, e- A4,J40 SIGNATURE t�r -� ---�— DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) . "e-a�ww•ew�w.w7ww!via,.•.yuwwxwrrcau�td++n'+?�`p'sr'c ,�w,esaaw':w`'z"••'".. c?"+�+�mwr*u�3 *'�x��.�nart4^.�v!ersrr..may# � 4 � _ s �.t � 1 .� �. k � .. l ` 5 � , :/ ��I . ' r � T e ' s �. .. _ L � ... `_— c i ,1 < � - _ 7 The Commonwealth of lYTassachuse&s =- ! Department of Industrial Accidents ��_ • - Of�icenl/neesbgalions 6001Washingtun Street Roston,Mass. 02111 Workers' Compensation Insurance Affidavit hcslinn• city hn ❑ I am a homeowner performing all work tuyself. ❑ I am a sole proprietor and have no one working in any capacity ,2-11,m an employer providing workers,'t compensation for my employees working on this job. flu m2any name: 'tic3'1l_v'c 3 L Insura ee 1 - '1•l olio # C�c)'/51 Lt{ ❑ Z atn a sole proprietor,general contractor,or homeowner(clrcae one)and have hired the cornractors listed below who have the foilowin�wurke.rs' compensation polices: m do e: h n• brance,c o, 1i . sptn lan . ad dre. cily- .1nsurance c Failure to secure coverage as required under Section 25A of YIGI.152 can lead to rho imposition nfcriminal penaltiex o[a Ellie up to$i,.500.00 and!or nnc years'imprisonatent as welt as civil penalties in the form of a STOP V�'OR1C OAtDER and a fine of�1U0A0 a day against me. I understand that a cnpy or tills statement may be forwarded to the Mee of Iovesti�atinnx of lbe DlA for coverage verification. I do hes'ebv certify under the sins and penaMes of perjory shad file information provided above is true and correct. Sigu2turC /� eG ._-- Datc e z Print nurnc` Do I VJt —� hone# nffici:d use only do not write in this arcs to be completed by city or town officiali city or rows; perinklicenAc riBuilding Department OfAcensinx Board Q check if immediate resporme is required pSclectmen's Office C3Hcalth Npartment con tact person: phnne p; -Other (feViSeA 1195 CJA} • r' Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensatiofilor their employees. As quoted from the"law",an employee is defined as every person in the service of another undeFany 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 Coregoing 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. NTGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business 6r to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers as all affidavits 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. Nam City or Towns Please be sure that the affidavit is complete and printed legibly. "Be Department has provided a space at the bottom of > ant_ Please contact OU regarding the applicant-the affidavit for you to fill out in the event the Office of Investigations has to cort y � S PP be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would 1 ike to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,w1eplione and fax number: The Commonwealth Of Massachusetts Dcparttment of Industrial Accidents Office tot Inlleslimens 600 Washington Street Boston,Ma. 02111 fax N: (617)727-7749 phone (617) 727-4900 ext. 406,409 or 375 ITT: F IME The Town of Barnstable + BARNSTABLE. • Department of Health Safety and Environmental Services ArFOru'+e, Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date Lo '`t AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: ? 19-, 2 \� Est.Cost Z cs c3 Address of Work: 'C"2-3 �-- Owner's Name S e�.i V, a►n i Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 6-1-g --T�- `-fir _ I C) Date Contractor Name Registration No. OR Date Owner's Name /17Z - '� THE Py�f TOWN OF BARNSTABLE SAUSTIBLE, NpY.Ar' S. 1 0 BUILDING INSPECTOR 4 APPLICATION TOR PERMIT TO .... . ........ . .. ........................... TYPEOF CONSTRUCTION .............. ................................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: oe 'zS Location ... /,I.j.......19-�Xkil....'>; ..1.y.-C................ . ....................................................... ProposedUse ......... ................................................................................................................................... Zoning District ............./f.P.-T...........................................Fire District V.1. a Name of Owner ...... ...............Address ............. icy........ /V. >1 Name of Builder hpune.d...P4 M1 C5...... .............Address ..................... ........................... ................................ Nameof Architect .....................A)J0Jj..-.0 ...........................Address .................................................................................... Number of Rooms ..............6...................................................Foundation .......P'a V.r&. C............................ ... ................................................Roofing Exierior .................. ?.o .........1-56f.AA.&............................................. Floors ..............Cp AJ Interior ...... ........................................... ................................................... Heating ....ajl4xl�.). AM...............................................Plumbing .................. ......6,ol)4......................... Fireplace ............. ............................................................Approximate Cost .... .............. Difinitive Plan Approved by Planning Board --,.------- 9--------- Diagram of Lot and Building with Dimensions LLJ O 4— Ld U) M Lij r-L 'D U-) Ul) 0Ld L-1 4 z(Y-0 Ld Ld M C�r- \ U- U- 0 LL. 0 b 0 Lu 0 (j) >: le 0 IM 00 Ld 0. LLI Co ;j r cr- U) '10 LLI < < U LLI r 7- .,- 3: 0 (*' � < LLJ 1,— 0 E 0 < < (n I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. NameLl'x ............................... V 1� Normest Homes, Inc. No .1 ?80.... Permit for ... one...story........... single family dwelling ............................................................................... Location Ashley Drive i ............................................................... Centerville ............................................................................... Owner ............Normest Homest..Inc............ I Type of Construction frame...................... ................................................................ ............ Plot ........................ Lot ..........ho............. Permit Granted April 27 72 19 Date of Inspection .............19 Date Completed ...... ..... .�LAA AF4...19 PERMIT REFUSED 4 ................................................................ 19 ............................................................................... i ............................................................................... 1 Y Approved ................................................ 19 i . ............................................................................... ............................................................................... ! 1 Assessor's map and:lot number ... .7 ..:.�... . ' FTHETC .. 0, jrt . . ' � SEF TIC 8YST Sewage Permit number ...... . � �f INSTALLED IN Housed number ...................... ................................�.... WITH TI nea ............. EhMRONMENTAL 3 - . WA: TOWN 'OF BARNSTAMN Rt9„► ,(-,. BUILDING ANSPECTOR APPLICATION FOR PERMIT TO ............ ? � �'` .. .r �..?.!Z1 > .................... . TYPE OF CONSTRUCTION .........w,J.. !? ......................... -L/o.ST�......... ..................... �f...........1�.. ....................19...�� TO THE ,INSPECTOR OF .BUILDINGS: The undersigned hereby applies for a permit actor 'ng to the following 'nformation: Location ��� ... �..................................................... ........ ....................�........ .............................. .... ................. ... ProposedUse .........Cs.i^ .e.n .....'�".............. Z.....k .................................................I......................... Zoning District �.......................................Fire District .......... ......o................................................. .................... ... Name of Owner �?� va -.`���d-�✓� J?.....�...... e c� ......... ......�Y...............................................Address ............ ... ................................ Name of Builder ....Address '9•... .. ..ee.4d.�. .. �t ..................... ` Nameof Architect ..................................................................Address ...................:................................................................ Number of Rooms ........................ ..............................Foundation Ca-✓G.e�� � ......................................................................... Exterior ��v G� Roofing ..... ..................................................` �`- �,,�r:!c.-7-.... .......... ................................................................ Floors .................................................... ...............................Interior .................................................................................... Heating ................................................:....................:............Plumbing ..................:.................:............................................. Fireplace ..................... ..............Approximate Cost �........................... ..... Definitive Plan Approved by Planning Board ____________________________' / , -5: 19 - - Area jam............ Diagram of Lot and Building with Dimensions Fee /� ` ? SUBJECT TO APPROVAL OF BOARD OF HEALTH l�X��S�iv .2rrt �9�qy �,3b a3CaC l I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam ........ ..... .. ................................................... Luciani, Steven { 22387 Qr add to dwelling No ................. P...�•mit for .................................... ............................................................................... Location .... .23 Ashle Drive .:......................... ............................... 4 .................. G. ter? e............................. �- l Owner .............Steven Luciani. Type-of Construction ..................fX'me............. ............................................................................... < r i v i• Plot ..:........................ Lot ................................ t Permit .Granted ..........Ju..Y..30..............19 80 D Date of Inspection ............119 �} A ° f• .T `� i Date_Completed ................ 19 t r PERMIT REFUSED ' ......................... . ................................... 19 .................... ..................................... ...... 40 N. .... �.. .. �............ . '3r r ~ 05, ....................... '� �. 7 4 Apprc9�e .q 19 ....... '. . ............................................... jA ........... Ct .................................................. Assessor's map and lot number ... ,. ...................... �'�--T/ �/� c�; tHETO� Sewage Permit number .. ............ Z BASHSTADLE, i Ho rse number _.. SEPTIC SYSTEM MUST EE °oo Mb 9. .......... INSTALLED IN COMPLIANCE '�OM03 . TOWN' OF BAR §PT R 71AL t;DDE AND Tr V)N P l-CUl-ATIONS BUILDING INSPECTOR APPLICATION FOR. PERMIT TO .. :...................... ....... ................................................................................. TYPE OF CONSTRUCTION ..cCX 44 /�. C ��•. L� // :.... 7............19.�. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. ..J..... .... .... .... ....1 �.�........... .... .... ... . ......... . ........................................................................................ ProposedUse ....... . .. .......... . . .................................................................................................................... ............... ZoningDistrict ................................ I......................................Fire District 2............................................................................. Name of Owner :�....tT'S C ...............Address 4-,;-1•....... ... .. . .... ....................... G24i�� Name of Builder ... ..... .. ..t.......Address . Nameof Architect ...................................................................Address .................................................................................... Numberof Rooms ..............'....................................................Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... Floors . ......................Interior ............... Heating g Fireplace ..........................................................:.......................Approximate Cost ........t/. ....... ..........................:. L... ......... Definitive Plan Approved by Planning Board --------------------_-----------19________ , Area /Q.... ....... .............. Diagram of Lot and Building with Dimensions Fee --�"............�........® .............. '. SUBJECT TO APPROVAL OF BOARD OF HEALTH 10 qv- � to's I 7D q31 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. . .... ........ . ................... ' ' . ` . � � ' . . . . . ' - � -- ` - . ' ` ' ' ' - . . ` ' / \ PERMIT REFUSED '—' ~... ................ ` . . ^ ` ..— Approved ' ^ ' ^ . ............................................._ lR —�---------~—''----'----~---'' / � . . ----------------.--.--.,---.�. ; - | . Assessor's map and lot number � 2 9 . THE Sewage Permit number . ..:u....... ... 33AB39TADLE, i House number ...... !.,..a........................... .......... . ro "b a O 39• V10 a• TOWN OF BARNSTABLE . BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..6,. .:....?`?: .f .GYI..U.rp� !r�.. UiJF cv�►!L..................: TYPE OF CONSTRUCTION ...( � .0�!9/YIC ...................................................................... ... ....... ............................................... TO THE INSPECTOR OF BUILDINGS: y The undersigned hereby ``applies for apermit according to the following information: Location .... .�l.0 L...S .��� r'`'.��c.f. �tf€...Oo?6 a................-........................................... ................... ProposedUse .................(.............. ............ ........................................... ........................................................ ..................... Zoning District R.%� Fire District .....................................t Name of Owner S �C .. ... ;........_ �n s, Address .......:!.......................................................................... C'/ c 1/ Name of Builder" ........ a . s z Address �3. .,Y. v�.�:. . ... J6.jr... Nameof,Architect ................ .......................:.................Address ..............................:....................................... .. .................Foundation ..1 16:�NI9' . Number of`Rooms .............:..............................:.... .....1..................................:....................... . Roofing .. r r , Floors ..... ....o C �� ....�T.....y............ ........................................:.........Interior ..............................:..................................................... HeatingN . .......................................................Plumbing ...... ........................................................ " Fireplace .............. ...........................................................`..Approximate Cost .......... v...... ............:.....:....,. ........ Definitive Plan Approved by Planning Board ------------__------------------19________. Area ........1.��. .s'....:........... Diagram of Lot and Building with Dimensions Fee5 .................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH n • by Ar6® iy � U I,D0.. r J "u -<e p 30, OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....1...I................. �u•�L�l!�...................... LUCIA,"U; STEVE 23337 ADDITION No .....;............ Permit for .................................... Single Family Dwelling ............................................................................... Location 23 Ashley Drive .......................................... Cdnterville ............................................................................... Owner Steve Luciani .......................... Type of Construction ..Frame ........................................ . ................................................................................ Plot ............................ Lot ....................�:.......... March 'l 82 Permit Granted ...................... .............19. Date of Inspection ............................. '..19 Completed .........Date Com .............. ..A?2�1 9 N Assessor's map and,lot numbe ........... ..... . Bpi THE tOfr Sewage Permit number �,A ........... . .. . .... .... .... O Ampo" re DARNSTADLE. i House number: ... �. c........:......................:.........:............... 900 �AY a`� Iu . 9 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........` Sa C J ^...... � �`^.........�, .1../......... .................................. . TYPE OF CONSTRUCTION .......... ....... ..C�c-^ ^. �. ..................................::........................................... ................. .................19t..1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........... �.........l.T. .` t ........11J5..:....... 2✓t'TP1 V�1! ..............................................:. Proposed Use .........0- " ex\ST. �� E"� .......................... . .................. .. ............................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Name of. Owner IC Address Name of Builder . tj.(. ...Wa.��!�� .......................Address ...� .......C.,G..... .. ..... ke! ......................... w Nameof Architect ..................................................................Address ...................1.................................................................. Number of Rooms .................I............................ .Foundation \u.�('L << p Exierior ( ...Roofing ........aS. �.o, .................................................... Floors � ...''... g......!,`,1K�-..........!--!...!..�1.........Interior ...:..... ......................................................... 66 n Heating �:..��.. ................................Plumbing ..................................................................: r ............... /A Fireplace ..................14 ...................................................Approximate Cost .......:..�� C�� c X}....... . ..� / � ........ ... Definitive Plan Approved by Planning Board ________________________________19________. Area ..........................o................ _ v Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH N 3 Dcl7 y() o iw ? Ll 1-4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. a Name ... .. .G.............................................. Construction Supervisor's License .. .�.`. ........ LUCIANI, -STEVE . R 26859 - � . No ................. Perrriil for ....AIMITIQN.M.DWEUING y ........ingle F.ami.ly..l 1-1 ng........ .............. Location •,,23 Ashley Drive . ............. fi Centerville ►. ............................ -t - Owner Steve Lucian i ...............:......". Type of Construction ..... .......................... 6 Plot ............................ Lot ................................ r 1 s August 20, _ _ Permit' Granted ..................:....................:19 " ` 9 r 4 ✓r ' Date of 'Inspection........................... f........19 t- i K> Date Completed ......................... '19 > 4 Y a Assessor's offioe Ust floor): / t/ f H E T Assessor's ma and lot number .............................. L��! `����� ���� o� o Board of Health.(3rd floor): '-� IN COMPLIANCE fO�Q� �`� Sewage Permit number .`�..1..-. "A.7..........::............ �NTH TITLE 5 Z B9Sd9TSDLE, MAOa Engineering Department (3rd floor): �p'EWFA , CODE AiAi"')House number d oo i639 o m a' } APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ............../4 Ypv/.f...`�............ ....� ....................................................... f�ddt Tio� TYPEOF CONSTRUCTION ..................................................................................................................................... ....................g .t? :1...............I9.A.7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according /tfo the following information: Location 3 1 1. T ............. 5�.... .................... .P ... ........................................................................................ ProposedUse ............BA....................................................................................................................................................... ZoningDistrict ....................................Fire District ..........................................j.................`..... f ................................................. Name of Owner`Sr�nen 1✓ ` '�t`'C/I�I�/ 23 A5, /e O- CPh ................. .....Address `° T r Name of Builder .....Address .................................................................................... Nameof Architect .....................f.............................................Address ..................................................................................... Numberof Rooms ...................f.............................................Foundation ......sf¢./3......................................................... Exlerior ......... 1 ©/?...........................................................Roofing .........5...// ...h...f.....lf................................................... CQ �T ©1.c# 41" Floors .................................................................Interior .................................................................................... Heating .........eh....TK.`'..................................................Plumbing 2 C .y........................................................ Fireplace G.... ...............................................Approximate Cost Definitive Plan Approved by Planning Board ________________________________19________ . Area ' :.� ` Sy Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH �oT lit Q q I , CPS/ e OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .... Construction Supervisor's License ..Q�!�!.�`. .......... Lucia. Sri. hen No Permit for .........add ...sin le f.....amilv dwelli M ...... ..................... Location .................23 .Ashlev Drive ..... ...........I.............................. P Centerville ir I Owner .............Stephen Luciani ............................................ Type of Construc .........frame ....... Construction .............................. ............. .................................................................. Plot ............................ Lot ................................ 114 Permit Granted ......... .19 87 c/ r Date of Inspection ....................... —.19 13 Date Completed ..........................1.............19 3 X ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. 0 :Z o GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL C `= HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) ? � I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 7 ., Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC ' kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN H LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUP11BLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER NOG WATT AT OPEN CIRCUIT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT ippp 1 COVER SHEET 2 SITE PLANV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. THIS SYSTEM IS GRID—INTER11ED VIA A /\ ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. • 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Boston Edison) . • PREMISE 01�NER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION R THE NDMBER: JB-026239 00 LUCIANI, STEVE LUCIANI RESIDENCE Andrew Riggs �\_k'• CONTAINED SHALL NOT BE USED FOR THE I,\SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: LU ASH LEY DR �'O NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 10.2 KW PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENTIS MODULES: BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-255PX 24 St. Matin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV. DATE Maiborough, MA 01752 5084288154 T: (650)638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. COVER SHEET / / ) Multiple Inverters PV 1 5 24 2014 (ssa)-Sa-CITY(7ss-lass wM,w.sdarcity.can PITCH: 23 ARRAY PITCH:23 MP1 AZIMUTH:205 ARRAY AZIMUTH:205 MATERIAL Comp Shingle STORY. 1 Story PITCH: 23 ARRAY PITCH:23 t� OF , A 1VIP2 AZIMUTH:205 ARRAY AZIMUTH:205 S MATERIAL:Comp Shingle STORY. 1 Story Ip1IMIRG PITCH: 27 ARRAY PITCH:27 Q MP3 AZIMUTH:115 ARRAY AZIMUTH: 115 A+4AS�S�IJ 1 0 MATERIAL:CompShingle STORY. Story 23 Ashley Dr 0' C,1111� g ,� NA. to ' PITCH: 23 ARRAY PITCH:23 555 MP4 AZIMUTH:115 ARRAY AZIMUTH: 115 .4 9� f.Q. MATERIAL:Comp,Shingle STORY: 1 Story (E)DRIVEWAY Amir Massoumi Front Of House 2014.05.27 07:03:01 -07'00' LEGEND nv; ,'D�, Q (E) UTILITY METER & WARNING LABEL D O = INVERTER W/ INTEGRATED DC DISCO 41 Inv, & WARNING LABELS L� 1 AC ® DC DISCONNECT & WARNING LABELS AC aPi © AC DISCONNECT & WARNING LABELS u g MP2 � DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS M a Q LOAD CENTER & WARNING LABELS Tip B A ! O DEDICATED PV SYSTEM METER C 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN N Scale: 3/32" = 1' O1' 10, 21' W 5 CONFlDENTIAL THE INFORMATION HEREIN JOB Numm �J g-0 2 6 2 3 9 00 P FBM� � Andrew Riggs � CONTAINED ANYYOOEE EX BE CEEPT CITTHE Y INC.. MOUNIING SYSIF,I LUCIANI, STEVE LUCIANI RESIDENCE 99 WA,SolarClty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 23 ASHLEY DR 10.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Maom BARNSTABLE, MA 02632 . 24 St Martln Drhre �� 9 z GIN„ ORGANIZATION,EXCEPT IN CONNECTION W11H Mmlboroum MA 01752 THE SALE AND USE Of THE RESPECTIVE 40 CANADIAN SOLAR CS6P-255PX PAGE � REV: OA7E` T. (850)838-1028 F: (s17)6ee-1029 PERMISSION OFFS an INC. TME�� °"�'�: 5084288154 � / / Multiple Inverters SITE PLAN PV 2 5 24 2014 (M)-SOL-CITY(765-24M) m..9IacItr.� S1 S1 S1 " 12'-3" (E) LBW 13 6 (E) LBW (E) LBW SIDE. VIEW OF MP4 ivTS SIDE VIEW OF MP3 Iv-rs D C SIDE VIEW OF MP2 . NTS B MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE X-SPACING X CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 19" „ „ LANDSCAPE 64 24" STAGGERED ROOF AZI 115 PITCH 23 PORTRAIT 48 19 PORTRAIT RAFTER 2x6 @ 16 OC ARRAY AZI 115 PITCH 23 STORIES: 1 RAFTER 2X6 @ 16°OC ROOF AZI 115 PITCH 27 STORIES: 1 ROOF AZI 205 PITCH 23 r` ARRAY AZI 115 PITCH 27 RAFTER 2x6 @ 16 OC ARRAY AZI 205 PITCH 23 STORIES: 1 C.J. 2x6 @16"OC Com Shingle C.J. 2x4 @16"OC Comp Shingle „ C.J. 2X6 @16 OC Comp Shingle F PV MODULE ' 5/16" BOLT WITH LOCK F INSTALLATION ORDER4� Al<Illl fib & FENDER WASHERS LOCATE RAFTER, MARK HOLE MASSOLIMI ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT CIVIL ZEP ARRAY SKIRT (6) HOLE. S1 No.`5 555 SEAL PILOT HOLE WITH (4) (2)ZEP COMP MOUNT C POLYURETHANE SEALANT. Ct�/$ ZEP FLASHING C . (3) (3) INSERT FLASHING. 4 (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING U (2) u INSTALL LAG BOLT WITH _ 5 „ 5 O O VIEW OF MP1 NTS 5/16 DIA LAG BOLT (��).SIDE WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES C(6)F NSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) BOLT & WASHERS. MP1 x-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED E RAFTER O STANDOFF PORTRAIT 48": 19" S I A V DOFF RAFTER 2X6 @ 16° OC ROOF AZI 205 PITCH 23 DORIES: 1 S 1 ARRAY AZI 205 PITCH 23 Scale: 1 1/2" _ .1� C.J. 2x6 @16"OC Comp Shingle. . CONFIDENTIAL— THE INFORMATON HEREIN JOB NUMBER: J B—O 2 6 2 3 9 PITflASE OWNER DESCRIPTION: \\� CONTAINED SHALL NOT BE TSO FOR THE LUCIANI; STEVE LUCIANI RESIDENCE Andrew Riggs _.��,SO�af Cat BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNIPIG SYSTEM: �.. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount T e C 23 ASHLEY DR 10.2 KW PV ARRAY PART To OTIHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02632 ORGANIZAMON, EXCEPT IN CONNECTION wm, , THE SALE AND USE OF THE RESPECTIVE 40 CANADIAN SOLAR CS6P-255PX 24 St. Martin Drive,Building Z Unit It SOLARCITY EQUIPMENT, WITHOUT THE WRIIIEN INVERTER: PAGE NAME: SHEET: REV: DATE T. (65o)M�to�ugh.F.A 01752 (650)sae-lose PERMISSION OF so1J►RaTY INC. Multiple Inverters 5084288154 . STRUCTURAL VIEWS PV 3 5/24/2014 (888)-SOL-CITY(765-2489) www.sokrdty.carn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:WESTINGHOUSE Inv 1: DC Ungrounded INV 1 -0)SOLAREDGE 6 ODOA-US-ZB-u -(40)CANADIAN SOLAR # CS6P-255PX GEN #168672 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.43944698 Inv 2: DC Ungrounded Inverter 60 OWW, 24OV, 97.5Y4 w/�n e b Co and ZB, AFCI PV Module; 255W; 234.3W PTC, Block Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2-(1)SOLAREDGE 975 Nn e o1O 6isco and ZB, AFC Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E) 10OA/2P MAIN CIRCUIT BREAKER SOLAR GUARD BRYANT Inverter 1 (E) WIRING CUTLER-HAMMER METER (N) 125A Load Center 5 �A L _ Disconnect 9 7 SOLAREDGE °Ci 1 String(s)Of 14 On MP 2 100A/2P SE6000A-US-ZB-U DC- (E) LOADS B C I D / -_ EGc 35A 2P -__---____-- - L, ��� r- Lz �. 1 , N I 4 JIG - I 50A/2P ------------- -- CL GND �� N � 1 String(s)Of 13 On MP 1-3 I 3) g I z I"l GND -- E� --- ---------- - -�----- ---------- --------� I 1�1 ---- N I i ~ ♦J 0)Conduit Kit 3/4' EMT _ ' Inverter 2 I I g SOLAREDGE ' I SE3000A-US-ZB-U I I i 20A/2P ' IC 1, I 11 zaov - GE T-T I L2 ❑ I TO 120/240V i j N 6 3 �+ M-9- Voc*SINGLE PHASE , , L- - ---------- -E6G - - DC+ DG 1 Strings)Of 13 On MP 2-4 UTIUTYSERVICE I I GEC N DG --_- - --------------GND -- EC'C--------------------------- - -'-= MAX VOC AT MIN TEMP OI (1)CU11 ER-HAMM #BR250 PV BACKFEED BREAKER B (1)CUTLER-HAMMER DG222UR8 /fj A (2)SdargtY#4 STRING JUNCTION BOX DC Breaker, 50A�2P, 2 Spaces Disconnect; 60A,#24OVac,Non-Fuable, NEMA 3R /y 2x2 SIRMGS UNFUSEO,GROUNDED -(2)Ground Rod; 51W x 8, Copper -(l)W6Yarnd�N"E 10f;6 �A General Duty(DG) PV (40)SOLAREDGE�P300-2 3AMAWS (1)BRYANT BRS16L125RP PowerBox timize, 300W. H4, DC to DC, ZEP Load Center, 125A, 120/24OV, NEMA 3R C SalarGuard Monitoring System -(1)CUTLER-HAMM BR235 nd (1)AWG�, Solid Bare Copper Breaker, 35A2P, 2 Spaces -(1)Ground Rod; 5/8' x 8, Copper -(1)CU�Breaker 2OA�2P. 2 SSppaOces (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTROD 1 AWG#8, THWN-2, Black 1 AWG A THWN-2, Black �" 1 AWG#10, THWIN-2, Black Voc* =500 VDC Isc =15 ADC L�' 2 AWG#10. PV WARE, Black Voc* =500 VDC Isc =15 ADC Orr (1)AWG#8 THWN-2, Red O�(1)AWG A THWN-2, Red ®IQF-(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=9.35 ADC O�(1)AWG#6, Scrd Bare Capper EGC Vmp =350 VDC Imp=10.07 ADC ' (1)AWG THWN-2, White NEUTRAL VmP =240 VAC Imp=37.5 AAC L�L�LLL(1)AWG#10, THWN-2, White NEUTRAL VmP =240 VAC Imp=25 AAC . ._..III.... (1)AWG f.0, 1HWN-2,.Green., EGC. .. .. . . . . . .. . . .. IIIIJJJJ ,EMT. . . .. . . .. -,(1 AWG#8,,IIiWN-2,,GYeen ._ EGC/GEC-(1)Conduit_Klt;.3/4'.EMT.. . . .. . . .. c (1)AWG#10, THWN-2, Block Voc* =500 VDC Isc =15 ADC .. W:(2)AWG 10, PV WARE Block Voc* =500 VDC Isc =15 ADC (I;AWG#10 THWN-2, Black O 4(1)AWG#10, 1HWN-2. Red Vmp =350 VDC Imp=10.07 ADC O�(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.35 ADC ®R(1)AWG#10, THWN-2,Red . .. ..... (1)AWG#10, 1HWN-2,_Green„ EGC.. . .. .. . . . ��II (1)AWG#10, THWN-2. White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG#10, THWN-2, Bieck Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WARE, Black Voc* =500 VDC Isc =15 ADC #B,.1FiWN-2_Qeen . . EGC/GEC-(1)Canduik Kit;.V`I'.EMT. . .. . . . . .. ©�(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=9.35 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.35 ADC (1)AWG#10,1HWN-?.Greetn.. EGC... -(1)COnd k Kit:.3/.47.EMT.. . ....... .. .. . ... .. .. ... . .. .. .. .. .. .. . . .. .. . .. . . . .. .. . . .. .. . . .. .. ... . .... PREIIISE OWNER: DESMRON DES CONFIDENTIAL- THE INFORMATION USED HEREIN F:(Z40) J B-026 239 00 `\`! SolarCity CONTAINED SHALL NOT USED FOR THE LUCIANI, STEVE LUCIANI RESIDENCE Andrew Riggs BFNEFIT OF ANYONE EXCEPT SMARMY INC., 1EIk III\ NOR SHALL IT BE DISCLOSED IN WHOLE OR INount Type C 23 ASHLEY DR 10.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE, MA 02632 ORGANIZATION,EXCEPT IN CONNECTION WITH 24 St Martin Drive Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE NADIAN SOLAR CS6P-255PX slur: REV: DAZE: Marlborough,MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAM@ T: (650)638-1028 F (650)638-1029 �M"SS10N OFCITY INC. Inverters 5084288154 THREE LINE DIAGRAM PV 4 5/24/2014 (e66)-�L-cmr(76s-248s) www.ealarartXaam 1. SolarCity SleekMountTM -Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed :y " Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules aesthetics while minimizing roof disruption and `� O Drill Pilot Hole of Proper Diameter for . •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps,combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 '� Q 0 Seal pilot hole with roofing sealant as"Grounding and Bonding S stem" �` - to a more visually appealing system.SleekMount g g Sy stern'; � � 3© Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to. grounding device Zep Solar standoffs,effectively eliminating the ® Place Comp Mount center ed •Painted galvanized waterproof flashing upon flashing.,. • need for rail and reducing the number of g P 9 standoffs required. In addition, composition .Anodized components for corrosion resistance 5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. . system, allowing for minimal roof disturbance. •Applicable for vent spanning functions *. ( © Secure Leveling Foot to the Comp Mount using machine Screw ©7 Place module O Components © O 5/16"Machine Screw , B © Leveling Foot © Lag Screw - 0 Comp Mount Comp Mount Flashing S O ® " ® 't SolarCity. January 2013 % LISTED ♦t ®�� � �® January 2013 CpMPP I �+ e ` CS6P-235/240/245/250/255PX Black-framed ®r Canad Electrical Data ianSolar STC CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255PX Temperature Characteristics It - `- timum O Operating Voltage 29 8V 29BV 30 OV 30.01V 30 2V lure Coefficient - No P x Op P 9 ( p) Pmax 0.43%PC Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Tempera t Voc 0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1 V 37.2V 37.4V } L ShorlCircuitCurrenl(Isc) 8.46A8.59A 8.74A 8.87ANormal Operating Cell Temperature 45t2°C 0Module Efficiency 14.61% 14.92% 15.23% 1554% 15.85% Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage t000V IEC /600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an . .,:: /m'to 200 Im' Application Classification ClassA irradiance of 1000w w pp/I11 Power Tolerance 0—+5W (AM 1.5,25 C) Next Generation Solar Module. Under Standard Test Conditions(STC)of irradiance of l oonwrm',spectrum AM 1.5 and cell temperature of 251C . NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255PX types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170w 174w 178w 181w 18sw value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3v 27.4V 27.5V 27.5V appearance,auto groundingand theft resistance. - Optimum Operating current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A - Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short circuit current(Isc) 6.B6A 8.96A 7.OBA 7.1sA 7.zsA incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature,Irradiance of 800 w/m',spectrum AM 1.5,ambient temperature 20C, I I III III I ' The specially designed frame allows for rail-free fast wind speed 1 mile installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars I I I I III Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) With black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.571n) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 01s) quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass reduces installation time q Y Frame Material Anodized aluminium all oy Y • Lower system costs - can cut rooftop Best Quality J-BOX IP65,3diodes installation costs in half Cable 4mm'(IEc)/12AWG(Ul_),1000mm • 235 quality control points in module production Connectors MC4orMC4 Comparable . Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs - with auto leveling and alignment • Current binning to improve system performance Module Pieces percontainer 40ft.Container 672 cs 40'HQ • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's I-V Curves(CS6P-255PX) ed _ - - mounted,it's ground Best Warranty Insurance • Theft resistant hardware 25 years worldwide coverage • 100%warranty term coverage ® e. seeryonA-A i • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 7 ' •0 and grounding system • Non-cancellable s E s I • Immediate coverage 3 • Industry first comprehensive warranty insurance by < I „ AM Best rated leading insurance companies in the Insured by 3 world top insurance companies world —5�' Comprehensive Certificates _ ^' =45- • Industry leading plus only power tolerance:0-+5W. o — r —� j +^ • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, e i Backward compatibility with all standard rooftop and CEC Listed,CE and MCS o ^ to 1a to a '" 34 i11 a s > m z�to 3s w a I ground mounting systems IS09001:2008:Quality Management System �• — '•'� • ISO/TS16949:2009:The automotive quality •Specifications Included in this dalasheet are subject to change without prior notice.-. Backed Backed By Our New 10/25 Linear Power Warranty management system About Canadian Plus our added 25 year Insurance coverage • IS014001:2004:Standards for Environmental n SOlar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 197% Ad • QC080000 HSPM:The Certification for companies. As a leading vertically-Integrated successfully listed on NASDAQ Exchange (symbol: CSI�) In Add Vafue p Hazardous Substances Re ulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing sow rOm warranty g solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide aow occupational health and safety customers. Canadian Solar's world class team of % • REACH Compliance professionals works closely with our customers to o r s 10 15 20 2s P provide them with solutions for all their solar needs •10 year product warranty on materials and workmanship s® a� 30-X E C 7 ,�°•� ;�E"'i 3 r it 4 i f s `s c.rF+T NZ, ,•i i /` y.(�T'� :""4 l' 'M# :a. } 4G. b •25 year linear power output warranty 5, a www.canadiansolar.com • } 7 1 EN-Rev 10.1'/Copyright 02012 Canadian Soler Inc. �iiG y. i • j f l ra solar=oo i solar'=oo SolarEdge Power Optimizer Module Add-On for North America a P300 / P350 / P400 SolarEdge Power Optimizer Pa P35o P40D (for Module Add-On For North America ce . 60. 11 PV � �(for 72=cell PV'`� (for 96-cell PV modules) modules) modules) - P300 / P350 / P400 "������ INPUTRated Input DC Powerl 300 350 400 W .................................. Absolute Maximum In ut Volta a Voc at lowest temperature) 48 60 80 Vdc ............Maximum i P........g..�...................................................:...................... , 8-48 8-60 8 80 Vdc i - - MPPT Operating Range ° .. Maximum Short Clrcuit Current(Isc) 10 o Adc ..............................................................:...........:........ .... Maximum DC Input Current 12:5 Adc ........................................................................................ ................ ............... Maximum Efficiency 99.5 % _ ............................................................................................... ............................................ WeightedEfficiency ....................................98.8.............. ..... ...%........................................................................... ....... ...:... .. Overvoltage Category II - OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) if Maximum Output Current ._. ......................................................................15Adc ..................P....... g ............:........................................... ....,. Maximum Output Voltage 60 Vdc `per _ - OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r— - Safety Output Voltage per Power Optimizer 1 Vdc - -. - - STANDARD COMPLIANCE EMC - FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 �) - .S.a.f.et.y . IEC62109 1(dass I safety),UL3741 ...................... . :....:...:..... .........:..............:... ... ..............:............. RoHS Yes I INSTALLATION SPECIFICATIONS sw Maximum Allowed System Voltage - 1000 Vdc 141x 212 x40.5/5.55 x834x 159..........._...._..mm/in. - ,.r- Weight6 cluding cables)....................:. ............950/.?:1.......... gr/lb ................................... ................... • Input Connector MC4/Amphenol/Tyco - ..tpu. . ........ .... ................ ................. _ Output Wire Type/Connector -Double Insulated;Amphenol Output Wire Length .....0...9. 95/30 - 12/3.9 Ti - ............................ ......... ......:..........:....... ..... ... I ........... ... ....... ... . Operating Temperature Range...................................... ....-40 +85/-40-+185......................... •C./•F... Protection Rating - IP65/NEMA4 - ........ ...... ..............................:........................................................................................................ Relative Humidity - 0-300 1A xxea srzw rd-m din Mod 1-1.pins%nnowed - - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE - INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Mlnimum strm Len h Power Optimizers) 8 30 18 . Up to 25%more energy - - _ Maximum Strang Length(Power OPtim¢ers)- .-. ..... ..25 _ ..25.. 50... ..... . . . ..�a.. .. ... Maximum Power per String _ _ 5250 6000 127S0 W _ - Superior efficiency(99.5%) ° .......... .. ...... .... - - Parallel Strings of Different Lengths or Orientations Yes ...... ............. . 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 - - - - - USA- GERMANY - ITALY - FRANCE - JAPAN, - CHINA - ISRAEL - AUSTRALIA WWw.Solaredge.u5 ( $Q'a�'' e 0Mo Single Phase Inverters for North America aQ I a r le 0�o - SE760OA-US/SE1000OA US SSE140OA USSE6000A US/ .� SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-U5 SE11400A-U5 OUTPUT v.- LLLIII Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA SolarEdge Single Phase Inverters i oo @240V ........................................... ................ ............... ................. ................ ................ .................. .................. ........... ,c ,; Max.AC Power Output 3300 4150 5450 @240V 6000 8350 10950 @240V 12000 VA For North America .................................... ................ ................ ....... .......... .......... . m AC Output Voltage Min:Nom:Max.' . 183-208-229 Vac ........... ............ .............. ..... SE3000A-US/ SE3800A-US/SE5000A-US/SE6000A-US/ output ' No�. "� AC Output Voltage Min:Nom:Max.' SE7600A-US/SE10000A-US/SE11400A-US 211-zoo-264Vac •AC Frequency in. ,.•-,•.,,,,,, 59.3-60-60.5(with•Hlcountrysetting•57:60.60.5).,..•_...,,,, ...47 5 A ........................................... ................I......... I.................�................I.......... ...42 @ 240V... .................. ........... GFDI ....... ..................................................... .... .................................... ............................................................1........ .A...... Utility Monitoring,Islanding Protection,Country Configurable Yes �werter'*�t, Thresholds ef5'� A INPUT Recommended Max.DC Power" 3750 47SO 6250 7500 9500 12400 14250 W .. .� - ................ .................. ................ ........... - t•v°i WandO�� Transformer-less,Un rounded Yes........................................................... ........... ! Max.Input Voltage 500 Vdc Nom..6C Input Voltage 325 @ 208V/350 @ 240V Vdc ......:.r ........... .............: ..... ...................... ................I...............L.15 5 @ 240V I ................L.-33 @ 208V...L................. ........... Max.Input Current*** 9.5 13 18 23 345 Adc 15.5 30.5 @ 240V 45 Adc Max.Input Short Circuit Current 30 * 5. Reverse-Polarity Protection Yes __.- _ Ground-Fault Isolation Detection 600kn Sensitivity ........................................... ................ ............... ................. ... 19'7*.*5 . ............ .................. ........... Maximum Inverter Efficiency 9... 98.2 98.3 98.3 98 98 98 .. .................. 97.5 @ 208V •��� 97 @ 208V ............... ................. i CEC Weighted Efficiency 97 5 98 } 97.5 97.5...... .. .. ......97...--.. % ...98 @-240V .--- @ 240V................................ .............. ............ .... ... .. .... .. ` Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES �__I ___ Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ........................................ ................. ............ ......................................... ........... Revenue Grade Data ANSI C12 1 Optional STANDARD COMPLIANCE µ - UL1741 UL16998,UL1998 CSA 22 2 _ Safety ............................... ........................ ............ ...IEEE1547...... .......... Grid Connection Standards ............. .................................................. . part15 class ss B INSTALLATION SPECIFICATIONS FCC AC output conduit size/AWG ran a 3/4"minimum/246 AWG 3/4"minimum/8-3 AWG rrang.... ................................ minimum a DC in ut conduit size/#of strip s/ I �.• p g 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1,2 strings/14:6 AWG ' �( AWG ranBe............................. ............./................. ......g....................... .. .. .. ......... Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ - 30.5 x 12.5 x 7.5/ 30'.5 x 12.5 x 10.5/775 x 315 x 260 in/ ,,..........:..,,._,._Y....,.._...v. .v.......,r+� Switch(HxWxD)........................ .......775 x 315 x 172....... ........775 x.. .x 191........ :..................................................... ...rnn!.... Weight with AC/DC Safety Switch 51 54 88.4/40.1 Ib%.. ......... ......... .................... ....... ...... ......... ...... . ....... ......... ......................8.. 4 .1 Fans(use`SOlaceableI. . ... .. ...dBA.... ................................. .............<.25..................... .... Noise The best choice for SolarEd a enabled s stems Mi -13 to+140/-25 to+60(CAN vers n.-Max.Operating Temperature ** g y ion** -40 to+60) 'F/'C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Rang?................................. ........ ....... ... ......... Protection Ratio NEMA 3R „ — Far other regional...a sego....................ge support................................................... .............................................................. ... Superior efficiency(98/a) gspleasecontact5olarEd Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature Is above7V•F/25'C and to 135%for locations where it is below 77•F/25-C. For detailed information,refer to - Built-in module-level monitoring •••Ahigher current source may be used;the inverter will limn its input current to the values stated ••CAN P/Ns are eligible for the Ontario FIT and mi roFIT(miaoFIT exc.5E11400A US-CAN). Internet connection through Ethernet or Wireless - - outdoor and indoor installation l I — Fixed voltage inverter,DC/AC conversion only ) Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 ' n USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us I