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0076 BLUEBERRY HILL ROAD
76 6"MgW-1- i I I i zoo-�}rz �-d� � TOWN OF BARNSTABLE BUI+LDING PERMIT APPLICATION Map Parcel p!�placation #' Health Division Date Issued /0 Z7 Conservation Division Application Fee r Planning Dept. Permit Fee ik5 (06) Date Definitive Plan Approved by Planning Board Historic - OKH /I D _ Preservation / Hyannis Project Street Address 7/v j6/vebf�YL� �// f�G� HUar»�S . Ida dZ60/ Village Owner ��eyen Dlyor7Address -7 Telephone J48'" 2 y Z - V 7Z- Permit Request /?Sill/ Saly- eleyhl1 a44elS Oar -,,f' of ej-'/Sf7L-Aq houSC . fD be lAlex-oneieeleel GviA home elect-&,gZ 5y_� 4 Square feet: 1 st floor: existing — proposed _ 2nd floor: existing proposed 7,111 Totar<<new ZE Zoning District k8 Flood Plain Groundwater Overlay �--, -� Ca Project Valuation /�u, OOD Construction Type 6?l1ef''' SO/Q/' �M Lot Size no Mam?e Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. fs3 Dwelling Type: Single Family W- Two Family ❑ Multi-Family(# units) r Age of Existing Structure Historic House: ❑Yes UlrNo On Old King's Highway: aYes '_0 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 new First Floor Room Count Heat Type and Fuel: ❑ ( as04-- _Oil ❑ Electric ❑ Other Central Air: ❑Yes Q Noh a'f-emplaces: Existing New Existing wood/coal stoves ❑ No Detached garage: ❑ exi gtan ew size_Pool: ❑ existing ❑ new size — Barn: ❑ existing �nei size Attached garage: 0 @xtsfing 0 ew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ �Yes �vut�o If yes, site plan review# Current Use ,St ?Qle A&Mo A.! Proposed Use 0 G ae7 e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ar6 6/S Telephone Number Address A-1D Coroa ln, �ar'� ,Or: '�'aaya License#CS 107663 Pe,w,6d'V,2_ MA 6z35Y Home Improvement Contractor# �68'S7o� Worker's Compensation # 6CAg76�v5V4 66 a65_0,W ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOGI�yl�1oS1�✓^ S'olarCi� o�{iCe �n f�ern6rv,�e . �?� SIGNATURE DATE FOR OFFICIAL USE ONLY ( t APPLICATION# ` DATE ISSUED MAP/PARCEL NO. 'f ADDRESS VILLAGE - Z - f . ' ! . • 1. �• • •d. ' ; OWNER DATE OF INSPECTION: - FRAME -,INSULATION fx FIREPLACE - ELECTRICAL: :ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL - k FINAL BUILDINGS ..DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:46EODCO2-045D-44EC-A7C6-1964B9lA91B4, x. .11 .5olafCity Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: 9/27/2014 f O I° ■78 �20years , System installation cost Electricity rate{per.kWh, Agreement term ¢ t Our;PromisesEto You • M • We insure, maintain,and repair the System(including the inverter)at no,additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional'cost to you,as specified in the agreement. • We warranty your roof against leaks and`restore your roof at the end of the agreement,as specified in the'agreement. ' A . • The rate you`pay for electricity,exclusive of taxes will remain fixed for the'term of,tl a agreement:,w = u • The pricing in this PPA is valid for 30 days'after 9/27/2014: u; • We are confident that we deliver ezcellent.value and customer service.As a result, you are free to cancel anytime at no charge prior to construction on your home: A _ � z Estimated First Year Production : {$ 9,584 kWh Amount due at contract signing: q w : $p r Estimated prepayment due when,installation begins: „ : r , ..:d _$0.00 I Estimated prepayment due following building inspection ° , t ;:$0.00 t Customer's Name & Service Address Exactly as it appears on the utility bill " Customer Name and Address Customer Name '. Installation Location steve dixon 76 Blueberry Hill Rd 76 Blueberry Hill Rd _ Barnstable, MA 02601 Barnstable, MA 02601 Options for System purchase'and transfer: = Options at the end of the 20 year term: Y • If you move,you may transfer this agreement to the purchaser of your SolarCity will remove the System at no cost to you. Home,as specified in the agreement. You can.upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY I 888.765.2489 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated.on 912712014 6 _ 300198; - , , -:,,.;: a ;�:.P,..�,.. . _ �.. "•. . .� . ,,. _ =� � , DocuSign Envelope ID:46EODCO2-045D-44EC-A7C6-1964B91A91B4 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their. YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:steve dixon EXPLANATION OF THIS RIGHT. DocuSigned 23.ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 9/27/2014 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing ` The pricing in this PPA is valid for 30 days after 9/27/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days.after 9/27/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: � ;;SolarCity. Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement SOtarCR Date: 9/27/2014 fS Solar Power Purchase Agreement version 8.1.0 300198 MI { A �®0a�0 � OWNER AUTHORIZATION Job ID: 02(P57Z Location: 76 �c��''��/ ` � � c��vs ' I S1 L` 1�C0� 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. x"e- Sigridiure of Owner: Date:" _ x 24 St Martin Drive,Building 2 Unit 11 Mailborobgh,MA 01752 i(888) SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL9 SM104,CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488;HI C429770, MA HIC 168572,.MD MHIC 128948,NJ 13VH06160600,'NY WC24624-14 11;0R CCB 180498,PA 077343-,1X MLR 27006,WA SOLARC'91901 V �� =��: rj//,r, �r�i�riir�airrr.�<-rf�/� r.•� ���rrJ.�r�rf�i,�c�l/� , - Office of Consumer Affairs and Business Regulation { 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/6�2015 CRAIG ELLS - — - -- — 24 ST. MARTIN STREET BLD 2 UNITI 1' ` --- --- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCAT c, 20M-051 Address (i Renewal (_Employment LI Lost Card Office of Consumer Affairs&Business-Regulation License or registration valid for individul use only x R�OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 'Registration: 168572 Typ%; Expiration: 10 Park Plaza-Suite 5170 P 318I2015 Supplement':ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS / � � A 24 ST MARTIN STREET BLD 2UNI IWZkLBOROUGH,MA 01752 Undersecretary Not V lid without signature • v � Y ^Aassachusetts •Deportrtiont 6f�utatjc aafety 'Board Building Reguiati6ns and Stantci,ar is t_tconse. CS-107663P I CRAIG ELLS 266 BAKER STREET;•. Mr ' Keene NH 03431 4, t foil CortiPl+�ti ai„��.r .-0812912017 • r •'� Ca.�f� `�r�o��z�i�la��t���c��t� try�C�G��r��ritrc���>i��l/� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement`Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 SOLAR CITY CORPORATION WAYNE EUBANK --- 24 ST. MARTIN STREET BLD 2 UNIT 11 . -- MAR'LBOROUGH, MA 01752 Update Address and return card.Mark reason for change. sCA t G 20M,05111 f Address 0 Renewal [] Employment Lost Card CT���•�f'riirrrnc rr��•c�l/�t��IC ;Srir�rr.:�/l. Mee of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: !y Office of Consumer Affairs and Business Regulation M1 Registration: 168572, Type: � 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION EUBANK 24 ST 24 ST MARTIN STREET BLD 2UNI ��7 TIIAkLBOROUGH,MA 01752 Undersecretary Npi valid without signature a • The Commonwealth oj'Massachusetts � Department of Industriat Accidents , Office,of Investigations I Congress Street,Suite 100 Boston,'MA 02114-2017 1 ., www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print.Legibly .' Name(Businessiorgaoizationilttdividual): SolarCity Corporation Address:3055 Clearview Way ' City/State/Zi •San Mateo, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(regaired): 1.K I am a employer with 7000 4. I am a general contractor and 1 employees (full and/or part-time).* have hired the sub-contractors= 6: New construction 2.❑ I am a sole proprietor or partner- fisted on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers 9. ❑Building.addition [No workers' comp.insurance comp. insutance.: = >° required.] 5. ❑ We are a corporation and its 10.❑Electrical'repairs or additions officers have exercised their I I- Plumbing repairs or additions. 3.❑ I am a homeowner doing all work ❑. g p myself. [No workers' comp. right of exemption per MGL 12.E Roof repairs insurance required] t c.152,§1(4),and we have no Solar:Panelsf employees. [No workers' 13 ©Other. comp. insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy infoimation. t Homeowners who submit this affidavit indicating they ate 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. r = Insurance Company Name:Liberty Mutual Insurance Company WA7-66D-066265-024 09/01/2015 ` Policy#or Self-ins.Lic. #: Expiration Date. t Job Site Address: 76 6 r i AEI City/State/Zip:.&r1?0z6&_ f it. GZ 66�y+ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). ,J 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 impnsonment,'as well as civil penalties in the form of a STOP WORK ORDER and a fine . of up to$250.00 a day against the violator. Be advised that a copy of this statement may be,forwarded to the Office of Investigations of the DIA for insurance coverage verification. ' I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: ✓L - ;yl.�o",�:«e� Date: /10 Z Zz 0/ Phone#: 7818167489 eti _ - 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 y t Contact Person: Phone#: Ae<> & CERTIFICATE OF LIABILITY INSURANCE DATE o9/2sr2o,a THIS CERTIFICATE 13 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 PRODUCEk 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 NAME: MARSH RISK&INSURANCE SERVICES PHONE FAX 345 CALIFORNIA STREET,SUITE 1300 A7 o A/C No CALIFORNIA LICENSE NO.0437153 E-MAIL Aos: SAN FRANCISCO,CA 94104 INSU S AFFORDING COVERAGE NAIC# 99830"TND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)95i5100 INSURER B:l ftq Insurance Corpor&n 420 SolarCity Corporation INSURERC:N/A NIA 3055 Gearview Way INSURER D San Mateo,CA 94402 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SE44W4402M-W REVISION NUMBER:4 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 CONDrFIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOL SUBN POLICY EFF POUCY EXP LTR TYPE OF INSURANCE Jm POLICY NUMBER MMID MMID LIMITS A GENERAL UA131LI Y TB2-6514)66265-014 E 09/01014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE15-X COMMERCIAL GENERAL LIABILITY PREMISES Ea ocarrenoe $ 100'000 CLAIMS-MADE a OCCUR N_ED EXP(Arty one person) $ 10,000 PERSONAL S ADV INJURY $ 1,000,000 . GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000.0 I X POLICY X PRO LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-M 09/01I2014 001/1015 COMBINED SINGLE LIMIT 1 I Ea accident 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 Peraoddent X Phys.Da Cage COMPICOLL DED: $ $1,000 1$1,000 UMBRELLA LU16 OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-066265-024 09/01014 09/01/2015 X I WC STATU- I OTP- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECImVE YIN WC7-061-066265-034(WI) 09/01/2014 09101/2015 1,000,000 B OFFICER/MEMBER EXCLUDED? N NIA EL EACHACCIDENT $ I (Mandatory In NH) 'WC DEDUCTIBLE:$350,006 EL DISEASE-EA EMPLOYE $ 1,000000, H yes,desQIDe under 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Adach ACORD 101.Additional Remarks Settedule,H more space Is reWraM Evidence of Insurance. Y ' 'i CERTIFICATE HOLDER CANCELLATION Solar(aty Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Gearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk S Insurance Services oe Chaltes Marmolejo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Version*39.1 ,,,SolarCity. H of 3055 Gearview Way, San Mateo, CA 94402' a� Y00 JIN (888)-SOL-CITY (765-2489) i www.solardity`coin K October 6,2014 N No.4 Project/Job#026532 RE: CERTIFICATION LETTER AL Project: Dixon Residence Digitall SI y Yoo Jin'Kim 76 Blueberry Hill Rd Barnstable, MA 02601 Date: 2014.10.0615:05:37 To Whom It May Concern, ~. -071001 A jobsite survey of the existing framing system was performed by a site survey team from S_olarCity. Structural review was based on site observations and the design criteria listed below: Y Design Criteria: " -Applicable Codes = MA Res. Code,8th Edition,•ASCE 7-05;and 2005 NDS - Risk Category = II -Wind Speed = 110 mph,Exposure Category C -Ground Snow Load = 30 psf -All MPs: Roof DL= 7 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 becaiise.Ss = 0.18757 < 0.4g and Seismic Design Category'(SDC) = B <'D"x On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have. been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the,design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and'wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition.,,;•. Please contact me with any questions or concerns regarding this project. ` Sincerely, Yoo-Jin Kim, PE. Civil Engineer , Maui: 888.765.2489,x5743 `aem ;wl::"ykim@solarcity.com .3055 Clearvie w Way San.Mateo;CA 94402`T(650)638-1028'(888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA GSLB SWIM,GO C08041•CT HIG 0632778,OG HC 7t f01480,DC HIS 71101488,HI OT•2D770,MA 1-1I0,168672;VID MHIO 126940,NJ'WH08160800,OR COS 180498',PA 077343.TX TDLA 27006,WA OCLS SOLAV2V OI007.0 2013$ola,o ly.All rights reswvod: - - - e • 10.06.2014 SleekMountTM PV System Version#39.1 , SolarCit - o,� y Structural Design .Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name:-Dixon Residence AHJ: Barnstable Job Number: 026532 Building Code: MA Res. Code,8th Edition Customer Name: Dixon,Steve Based On: _ - IRC 2009/_IBC.2009 Address. 76 Blueberry Hill Rd ASCE Code ASCE 7 05 City/State ._ a _ ble" M I __ a isk _ •` Zip Code 02601 Upgrades Req'd? No Latitude/Longitude. i 41 6583.32 � -70.324357 _Stamp Req d? °Yes � r SC Office: South Shore -.PV-Designer:. Jeff Bunca Calculations: Grad Kou al EO : Yoo]in Kim 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 = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP or 28 Dunns Pond Fy, L on g Pond DQgi 9aS?S1e0, MasSG'lS, COM11no' nwealth'.ofWassachud ett I E 0 E--A WSDA Farm Service Agency 76 Blueberry Hill Rd, Barnstable, MA 02601 Latitude:41.658332, Longitude: -70.324357,Exposure Category:C f 11 �, LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight(psf) - 2.5 psf Hardware Assembly Weight s _ y '_ . n. . a'. . .�0.5,psf PV System Weight s 3.0 psf Roof Dead .. f Mate• ; o ea Loadr al Load Roof Category Description ALL MPS Roofing Type a Comp Roofs ( 1 Layers) 2,5 psf _ __ Re-Roof to 1 Layer of Comp? No Underlayment _" n Roofling Paper = � _ 0.5 psf ° Plywood Sheathing Yes �1.5 psf Board Sheathin None' 4� z s Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling - Miscellaneous Miscellaneous Items 1.3 psf r Total Roof Dead Load 7 psf ALL MPS 7.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05- Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area'; �. Ac.,'_ _ 2007 Roof Slope 5/12 Tributary ArearReduction _. Rl 7777771 ,. - 74 _ Section 4:9 ': Sloped Roof Reduction .RZ 0.975Section 4.9� Reduced Roof Live Load Lr Lr--:7 Lo(Ri):(RZ) 3, a xEquation 4:2 Reduced Roof Live Load Lr 19.5 psf ALL MPS 19.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow load Reductions Allowed'?-' ` ` ' 05 Yes Effective Roof Slope 200 Horiz,Distance from Eve•to.Ridge +" W `' 7 7 � ' �13.3 ft 4 -- 7 6 �1 - w , Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor AU, Ce 8 it" r : ,PartiallyFExposed - °Table 7 2' 1,0 � _ �. Snow Thermal Factor Ct . All structures except l s0 indicated otherwise Table 7-3 . Minimum Flat Roof Snow Load(w/ 3 b e� ,d 6 p4•• s 1' ry � 1 �' pt-min 21 0 Sf � 7.3.4&7:10 Rain-on-Snow Surcharge) X pf- 0.7(Qe)(Ct)(I)pg; pf pf-min Eq: 7.3-1 Flat Roof Snow Load Pf 21.0 psf 70% ASCE Desi n Sloped Roof Snow Loa Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof C5-goof 1.0 Figure 7-2 Design Roof Snow Load Over PS-.f= (CS-roof)Pf, ASCE Eq: 7.4-1 SurroundingRoof PS fOOf 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces ' Surface Condition of PV Modules ' CS_p� 1.0 - Figure 7-2 Design Snow Load Over PV PS-PV= (C.-PV)Pf ASCE Eq:7.4-1 Modules PS p" 21.0 Psf 70% f_ f COMPANY PROJECT WoodW* orks SOFIWARF FOR WOOD DWGN Oct. 6, 2014 13:42 MP1&2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft) Magnitude Unit tern Start End Start End DL Dead Full Area No 7.00 (24.0) * psf SL Snow Full Area No 21.00 (24.0) * psf PVDL Dead Full Area No 3.00 (24.0) * psf *Tributary [width (in.) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 13'-4.4" h 0' 0'-7" 6' 12'-4.8" Unfactored• Dead 56 154 56 Snow 109 302 110 Factored: Total 165 456 166 Bearing: F'theta 466 466 466 Capacity Joist 612 612 ; 350 Supports 586 586 586 Anal/Des Joist 0.27 0.74 0.47 Support 0.28 0.78 0.28 Load comb #2 #2 . #2 Length 0.50* 0.50* 0.50* Min req'd 0.50* 0.39** 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 Fc slip 625 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. MPI&2 Lumber-soft, S-P-F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports:All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 13'-4.4"; Pitch: 4.5/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); J F-1 ,. .. - Woodworks® SIZer SOFTWARE FOR WOOD DESIGN MP182.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 61 Fv! 155 fv/Fv' - 0.39 Bending(+) fb = 781 Fb' 1736 fb/Fb', = 0.45 Bending(-) fb = 1095 Fb' = 1641 .'fb/Fb' = 0.67 Live Defl'n 0.12 = L/692 0.34' = L/240 0.35 Total Defl'n 0.18 = L/459 0.46 L/180. 0.39 Additional Data: a FACTORS: F/E(psi)CD CM Ct, CL' CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - . 5- =,• - 1.00 1.00 ,1.,00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.-00 1.15 1.00 '1.00 - 2 Fb' - 875 1.15 1.00 1.00. 0.945 1:500 ''1`.00 ` 1'.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - ' 1.00, ,_',1.00 - • 2 Emin' 0.51 million 1.00 1.00 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 231, V design 213 lbs Bending(+) : LC #2 = D+S, M = 199 lbs-ft Bending(-) : LC #2 = D+S, M = 280 .lbs-ft. - Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow w=wind I=impact`.Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: y Deflection: EI = 8e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, .snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F!theta calculated for each support " as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. -` 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1..: 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6.The critical deflection value has been determined using maximum back-span`deflection.Cantilever deflections do not govern design. ". :' . 71 , v. .. _. , r •` a-.� •°`+. , • ... a «. ' .. i ' 4 .. 14 • . COMPANY PROJECT Woodworks SOFMARFFOR WOOD DESIGN Oct. 6, 2014 13:42 MP3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.00 (24.0)* psf SL Snow Full Area No 21.00 (24.0) * psf PVDL Dead Full Area No 3.00 (24.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 13'-4.4" 0' 2'-8" 6' 12'-4.8" Unfactored: Dead 94 112 59 Snow 186 219 117 Factored: , Total 280 331 176 Bearing: F'theta 466 466 466 Capacity Joist 612 612 350 Supports 586 586 586 Anal/Des Joist 0.46 0.54 0.50 Support 0.48 0.56 0.30 Load comb #2 #2 #2 Length 0.50* 0.50* 0.50* Min req'd '0.50* 0.50* 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 Fcp sup 6251 1 6251 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP3 Lumber-soft, S-P-F, No.1/No.2, 2x4 (1-1/2"x3-112") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 13'-4.4"; Pitch: 4.5/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP3.vwvb Woodworks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 58 Fv' = 155 fv/Fv' 0.37 Bending(+) fb = 900 Fb' 1736 fb/Fb' = 0:52 Bending(-) fb = 883 Fb" _ _1697 Zfb/Fb' = 0.52 Live Defl'n 0.15 = L/544 0.34 = L/240 0.44 Total Defl'n 1 0.23 = L/361 f 0.46 = L/180 1 0.50 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn- LC# Fv' 135 1.15 1.00 1.00 - - - -, 1.00 1.00 1.00' •2t" Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.978 1.50,0 1.00 1.15 1,00 1.00, - -2 Fcp' 425 - 1.00 1.00 - - - - 1.00. 1.00` - - E' 1.4 million 1.00 1.00 - - 1.00 1.00 2• Emin' 0.51 million 1.00 1.00 1.00 1:00 , - 2 CRITICAL LOAD COMBINATIONS: . Shear LC #2 = D+S, V = 220, V design 202' lbs Bending(+) LC #2 = D+S, M _' 230 lbs-ft _ Bending(-) LC #2 = D+S, M • , 225 lbs-ft ' tj Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E earthquake All LC's are listed in the Analysis output 3 Load combinations: ASCE 7-10'/ IBC, 2012 CALCULATIONS: ,. Deflection: EI = 8e06,1b-in2 "Live" deflection = Deflection from all non-dead'loads (live, wind, snow...) : { Total Deflection = 1.00 (Dead Load Deflection) + Live'Load-'Deflection Bearing: Allowable bearing at-'an angle F!theta .' calculated 'for each support.' as as per NDS 3.10.3 , Design Notes: ; 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012) the National Design Specification (NDS 2012), and NDS Design Supplement.: { 2. Please verify that the default deflection limits are appropriate for your application. , 3. Continuous or Cantilevered Beams: NDS Clause 4.2,5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. `. 5. SLOPED BEAMS: level bearing is required for all'sloped beams. 6:The critical deflection value has been determined-using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material Comp Roof PV System Type Sol arCit SleekMount'" Spanning Vents No Standoff Attachment Hardware Con Mount T e C Roof Slope 200 Rafter Spacing ; Framing Type/Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method�� :�n� s� �,�� , Partially Fully'Enclosed;MethodO -- _. t =•n 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 25 ft '° :' `' Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,factor j KA . 11.00 - 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 =0.00,256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext.-Pressure Coefficient Down GC ° '" " '0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p =qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down I Pfdnwnl 11.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantileverji , Landscape w 24" „� NA_ Standoff Configuration Landscape Staggered Max Standoff Tributary Area - Trib_ 19 sf PV Assembly Dead Load W PV 3 psf Net W nd�Uplift at Standoff Tactual " ; � _ , -389 Ibs F' „211— Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Ma_z Allowable Cantilever m Portrait - 19 � NA ' Standoff Configuration Portrait Staggered Maz Standoff Tributary Area Trib21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T_actua_I -432 Ibs Uplift Capacity of Standoff T-allow 500 Ibs � � 86 ° :Sdff Demand Ca aci - DCR .5% �, _ Town .of Barnstable *Permit Expires 6 months from issue dale Regulatory Services Fee + BARNSTABLE, y MASS. T FD Thomas F. Geiler, Director�Ai639• -PRESS PERMIT MP Building Division BAR 2 5 2009 Tom Perry,CBO, Building Commissioner RL- 200 Main Street,Hyannis, MA 02601 TOWN OF BARNSTABLE 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 c>?V5_ o 70 Property Address .S D�Residential value of Wort. 3 ,� S L m G 0 Minimum fee of$25.00 for work under$6000.00 Owner's Name & Address Contractor's Name_ Roy e-f- Telephone Number I Ionic Improvement Contractor License#(if applicable) Construction Supervisor's License# (if applicable) [Ko k Ian's Compensation Insurance Check one: ❑ �-m a sole proprietor P'I am the Homeowner lave Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy # / �� (,I CI Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑-Re-side 0 Replacement Windows/doors/sliders. U-Value (maximum .44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. 1 I • \4 Pl-11.LS'�.Pt)RMS\building permit f rms\EXPRESS.doc Revised 100608 F �-� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations- 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A plicant Information Please Print Legibly r Name(Business/Oerganization/Individual): uJ dress: UL- iLt- t y/State/Zip vv � Phone.#: t Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with . . 4. ❑ 1 am a general contractor and I 6. ❑�A�emocdoenhsng truction employees(full and/or part-time).* have hired the stab-contractors 2:❑ I am a sole proprietor or partner-' listed on the attached sheet 7. - ship and have no employees These sub-contractors have g•-❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'-comp.-insurance comp. insurance.$ r 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their I LF]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.)t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required] *Any applicant dial checks box#1 rnust 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. 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 havo mpjgyees,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: Policy#or Self-ins.Lic.M Expiration Date: 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 tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a-STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the'Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct Signature:---' 1 2�i �t J Date: _di _ Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuhig 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#: Information and Insttuctions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more 7. of the foregoingg-engag in a jom 'enterprisei—and'ih&lu3'tmg hb leg represehutive-3Bf-ydemasedzrnpioyzi,orfhe receiver or tiustee of an individual,partnership,association or other legal entity,employing employees.'However the owner of a dwelling house having not.more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract fori the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or UP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly..The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in - (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Dc-paxtment of Industrial Accidents Office of Iavestigatians 600 Washington Street Boston,MA 02111 TO. #617-727-49-00 ext 406 or 1-877-MASSAFE Fax#617-727-770 Revised l 1-22-06 www.mass.gov/dia r Town of Barnstable 'THE Regulatory Services • suxsruLe. Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main�treet;--Hyannis;-MA 02601 www.town-barnstable-ina.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION q Please Print DATE 3 'ZS• 0 \ `l JOB LOCATION: 1 L U C R�Z 1. L TCI7 NCI�� �S number street village "HOMF,OWNER••: M 1e 6;A N 10kx" Sri 8` S 4• 9-701 50a• 7-9Z•-19-M name home phone# I _ - work phone# CURRENT MAILING ADDRESS: —1 U a L UCG 13� H l U CA) �I�Iwtr�w�S nn� rsZ(�01 cityhowo state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Persons)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, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) 1'he undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned'homeowner"certifies that.he/she understands the Tpwn of Barnstable,Building Depattinent minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature$ f Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger wilt be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors),provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall ad as supervisor." . Many homeowners who use this exemption are unaware that they an assuming the responsbbilities of a supervisor(sex Appendix Q. Rules&Regulations for licensing Construction Supervisors,Section 2.15) This lack of awareness often=ults in serious problems,particularly when the homeowner hires unlicensed persons In this ease,our Board cannot proeeed against the unlicensed person as it Would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her=ponsrbmlities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by sevcra)towns. You may care t amend and adopt such a form/certification.for use in your Community. Q:forms:homccxcm7pt Ta�ti Town of Barnstable Regulatory Services rN.W& Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property OwnerMust Complete and Sign This Section If Using ABuilder I, M I k-U N , as er of the subject property hereby authorize �� E R-� T C! 1�'- to act on my behalf, in all matters relative to k authorized bZbuilding permit application for. b Iry L.0 E HILLS ,t . "' FI�14 AW I S ,XAd ss of Job) s' f Owner Date Print Name If Property Owner is applying for permit please complete the Homeowvners License Exemption Form on the reverse side. Q:FORMS:OA NERPERMISSION ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING ` DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN cti EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE. GALV GALVANIZED HAZARDS PER ART.- 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, .250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. - PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE + SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONSx TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX '' ! W WATTy 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET c PV2 SITE PLAN PV3 STRUCTURAL VIEWS 2$. PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. ' MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 3 2 00 PREMISE OWNER: DESCRIPTION: DESIGN; CONTAINED SHALL NOT BE USED FOR THE DIXON, 'STEVE DIXON RESIDENCE Jeff Bunca �cle BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: -aS SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 76 BLUEBERRY HILL RD 6.63 KW PV ARRAY r41 m PART IZ OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (26) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. L• (650)638-1028 F. (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 508-292-7972 COVER SHEET. PV 1 10�6�2014 (B88�SOC-CITY(765-2489)'www.solarcity.com PITCH: 20 ARRAY PITCH:20 MP1 AZIMUTH:283 ARRAY AZIMUTH:283 i OF MATERIAL:Comp Shingle STORY: 2 Stories , tH PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH: 103 ARRAY AZIMUTH: 103 Y00 JIN fit,. MATERIAL:Comp Shingle STORY: 2 Stories K ' �i► PITCH: 20 ARRAY PITCH:20 1 MP3 AZIMUTH: 193 ARRAY AZIMUTH: 193 No.4 MATERIAL: Comp Shingle STORY: 2 Stories l PITCH: 20 ARRAY PITCH:20 l MP4 AZIMUTH:283 ARRAY AZIMUTH:283 ' Digita oo Jin MATERIAL:Comp Shingle STORY: 2 Stories ' Kim PITCH: 20 ARRAY PITCH:20 MP5 AZIMUTH: 103 ARRAY AZIMUTH: 103 Date:2014.10.06 15:06:11 MATERIAL: Comp Shingle STORY: 2 Stories 07'00' a LEGEND Inv MT A (E) UTILITY METER & WARNING LABEL 3 B NG Ac Inv INVERTER W/ INTEGRATED DC DISCO ® & WARNING LABELS " - ` © DC DISCONNECT & WARNING LABELS Front Of House - - © AC DISCONNECT & WARNING LABELS OB DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS p O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR r GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L—�J (E)DawewnY SITE PLAN 76 Blueberry Hill Rd Scale:1/16" W 01, 16' 32' 5 J B-0 2 6 5 3 2 O O PREMISE OWNER: DESCRIPTION: DESIGN: Jeff r CONFIDENTIAL— THE INFORMATION HEREIN [ERR r Jeff Bunca : ;SO�a�C�t CONTAINED SHALL NOT BE USED FOR THE DIXON STEVE DIXON RESIDENCE Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., M: 76 BLUEBERRY HILL RD 6.63 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp unt Type C PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION NTH 24 St.Martin Drive,Building 2,Unit 11 3 THE SALE AND USE OF THE RESPECTIVE ADIAN SOLAR # CS6P-255PX gl�T; REV ppTE Marlborough,MA 50)SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: SOLO)ITY(765— F: SOLO)638—W29 PERMISSION of SOLARaTY INc. 508-292-7972 SITE PLAN PV 2 10/6/2014 (BeB)-soL-arr(�6L-24a9) w .gdarcitr.aam GE SE6000A—USOOOSNR2 _ i PV MODULE r 5/16" BOLT WITH LOCK FINSTALLATION ORDER S1 (E) 2x4 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH `- 11 POLYURETHANE SEALANT. ZEP COMP MOUNT C 5'-5» ,-5 ZEP FLASHING C (3) (3) INSERT FLASHING. )11 (E) COMP. SHINGLE (E) LBW (E) LBW (1) (4) PLACE MOUNT. _ (E) ROOF DECKING U (2) (5) INSTALL LAG BOLT WITH SI D E VIEW OF M P 1 NTS 5/16 DIA STAINLESS (5) SEALING WASHER. A STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES ELING FOOT WITH WLTH SEALING WASHER gfN`S�TALL & WASHERS.(2-1/2" EMBED, MIN) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER - NOTES (E) RAFTER LANDSCAPE 72" 24" STAGGERED STANDOFF, PORTRAIT 48" 1911 S1 ' i Scale: 1 1/2" = 1' TOP CHORD 2X4 24" OC ROOF AZI 283 PITCH 20 STORIES: 2 - @ ARRAY AZI 283 PITCH 20 BOT CHORD 2X4 @24" OC Comp Shingle S1 (E) 2x4 S1 (E) 2x4 Yoo JtN K » vi H No.4 '-8" 3'-4" 6'-5" E O LBW (E) LBW AL (E) LBW Digitally I Yoo Jin Kim SIDE VIEW OF MP3 NTS SIDE VIEW OF M P2 NTS Date: 2 14.10.06 15:06:21 6 -07 00 + M PZ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 7211 24 STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 19" ROOF AZI 193 PITCH 20 ROOF AZI 103 PITCH 20 TOP CHORD 2x4 @ 24 OC ARRAY AZI 193 PITCH 20 STORIES: 2 TOP CHORD 2X4 @ 24" OC ARRAY AZI 103 PITCH 20 STORIES: 2 BOT CHORD 2X4 @24" OC Comp Shingle BOT CHORD 2X4 @24" OC Comp Shingle CONfl JB DEN71AL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE -026532 OO DIXON, STEVE DIXON RESIDENCE Jeff BuncoBEN NOR SHALL LL ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 76 BLUEBERRY HILL RD 000 SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS � 6.6 3 K W P V A R R A YIlk ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (26) CANADIAN SOLAR # CS6P-255PX 24 St. Martin OHM Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: rE�V REAL DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. SERTER: GE SE6000A—US000SNR2 508-292-7972T. (650)638-1028 F: (650)638-1029 ' STRUCTURAL VIEWS 3 10/6/2014 (888)—SOL-CITY(765-2489) www.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-026532 00 Jeff Bunco _�/ SolarCity.CONTAINED SHALL NOT BE USED FOR THE DIXON STEVE DIXON RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Ilk NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 76 BLUEBERRY HILL RD 6.63 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Moog BARNSTABLE, MA 02601 24 St.Martin Drive,Building 2,Unit,t ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 26 CANADIAN SOLAR CS6P-255PX SHEET: REV. DATE: Madea1028 MA(650) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)838-1028 F. (650)638-1029 INVERTER: PV 4 10/6/2014 (888)—SOL—CITY(765-2489) www.solarcity.com PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 508-292-7972 UPLIFT CALCULATIONS GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Square D HOM Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE#SE6000A—USOOOSNR� LABEL: A- —(26)CANADIAN SOLAR""# CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43980396 Inverter; 6000W, 240V, 97.5%; w Unifed Disco and ZB,RGM,AFCI PV Module; 255W 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 ' Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER—HAMMER Inverter 1 20OA/2P Disconnect 4 SOLAREDGE SE6000A—USOOOSNR2 _ (E) LOADS B :mv SOlarCity u 2 - - - .— LN 1 3 A DC- MP 1&2: 1x14 35A/2P _------------- EGG DC+ A -------------"------- -- DC+ - MP 3. - - B I GEC � .' DC- � DC- . • 1x12 I - GND EGC------------- ----------- -- _. -EGC -- ------ - -- J ,---- o EGGGEC_ - - GEC TO 120/240V SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN r Voc* = MAX VOC AT MIN TEMP POI (1)SQUARE D A HQM235 PV BACKFEED BREAKER B (1)CUTLER—HAMMER #DG222URB D^ Breaker, A 2P, 2 Spaces Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R AC A (1)Sol SY N 4 STRING JUNCTION BOX (v TRMGS, UNFUSED, GROUNDED —(2)Ground Rod; 5/8" x 8', Copper —(1)CUTLER— AMMER �DG100N8 ' Ground�leutral Kit; 60-100A, General Duty(DG) . PV 26)SOLAREDE #P30O-2NAOS WH4, DC to DC, ZEP l nd (1)AWG p6, Solid Bare Copper P —(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE ®� 1 AWG#8, THWN-2, Black 1 AWG #8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG#10, PV WIRE Black Voc* =500 VDC Isc =15 ADC (1)AWG #8, THWN-2, Red O (1)AWG #8, THWN-2, Red Vmp =350 VDC Imp=18.7 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.07 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240VAC Imp=25 AAC ���LLL(1)AWG 10, THWN-2. Green. . EGC. .. .- )Conduit.Kit 3/4' EMT . . 70)AN (j8,"TFLWN-2,.Green . . EGC/GEC (1)Conduit.Kit;:3/4".EMT._ . . .. . . .: (2)AWG10,'PV WIRE, Black Voc* 500 VDC Isc -15 ADC O�(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—0 2 6 5 3 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE DIXON, STEVE DIXON RESIDENCE Jeff Bunca �\ SO�aC I BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: i h3 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 76 BLUEBERRY HILL RD 6.63 KW PV ARRAY r��. ty. PART TO OTHERS OUTSIDE THE RECIPIENTS S„ ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE., MA 02601 THE SALE AND USE OF THE RESPECTIVE (26) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 INVERTER. PAGE NAME SI1EET: REV: DATE Modborough, MA 01752 PERMISSION EQUIPMENT, WITHOUT THE WRITTEN T. (650)638-1028 F: (017 638-1029 PERMISSION OF SOLARgTY INC. SOLAREDGE sE600oA—us000sNR2 508-292-7972 THREE LINE DIAGRAM PV 5 10/6/2014 (8W)-SGL-gTY(765-2a89).vnrwsolarcitycom Label Location: Label Location: Label Location: • o 0 0 •o o (C)(CB) o frVlrnl (AC)(POI) a (DC)(INV) Per Code: lAl�l`�J_ Per Code: Per Code: NEC 690.31.G.3 00 0 0 0 NEC 690.17.E ee ° o 0 0- •o•-� NEC 690.35(F) Label Location: =o 0 0ffilTO BE USED WHEN (DC) (INV) ' ' ' ' • INVERTER IS o• UNGROUNDED O Per Code: NEC 690.14.C.2 Label Location: Label Location: o � (POI) (DC) (INV) Per Code: -e Per Code: mmommNOW NEC 690.64.B.7 OKE" 0 0 MAN MIA •° NEC 690.53 o e e o .e e � e e - o Label Location: wa 6 0 -o ( (POI) Label Location: ° ° Per Code: e (DC) (CB) •-e o 0 0 o e NEC 690.17.4; NEC 690.54 _ Per Code: ° 0o e e e n NEC690.17(4) -° • o° °•° °° 0- e•° ® o• -e o o • 0 0� e- q °AM Label Location: c IWn7 (DC) (INV) Label Location: Per Code: (D) (POI) -o e e • e• o NEC 690.5(C) - e o e u u Per Code: Saw• • NEC 690.64.B.4 Nam o e e- • -o � ° • e s Label Location: Label Location: . p (POI) O O O (AC) (POI) . •o - o - Per Code: (AC): Disconnect Per Code: NEC 690.64.B.4 (C): Conduit O NEC 690.14.C.2 o 0 0 a (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center o- - -- Q Per Code: (M): Utility Meter �� r! NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR Set � 5�Y+C® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED SIC Label I Je L ��I'• T IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SIC ' , =Kmm THE SALE AND USE OF THE RESPECTIVE Solaf'Cit EXCEPT IN CONNECTION WITH , SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. r SolarCity SleekMountTM - Comp SolarCity VSIeekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed ^ - i Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules �r \y�.... aesthetics while minimizing roof disruption and iO Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and Interlock and grounding devices in system UL - listed to UL 2703 fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 `h Q Seal pilot hole with roofing sealant to a more visual) appealing system.SleekMount as"Grounding and Bonding System" O a,. .;, ` y pp g y ' O Insert Comp Mount flashing under upper ' utilizes Zep CompatibleT^" modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device ZepSolar standoffs,effective) eliminating th 4O Place Comp Mount centered a a e , Y 9 need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition composition- q P •Anodized components for corrosion resistance - 5Q 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 7O Place module A O Components Q5/16"Machine Screw Leveling Foot © Lag Screw ©D Comp Mount p © Q Comp Mount Flashing " SolarCityJanuary 2013 A W om �I. LISTED ►9,SOoai`y �aM ® January 2013 dge� CS6-P-235/240/245/250/255PX �e Fta�eDes,g CanadianSolar Black-framed ` Electrical Data B101k Temperature Characteristics STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX p .. -` Nominal Maximum Power(Pmax) 235W 240W _245W• 250W _ 255W ` Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 301V 30.2V Pmax -0.43°!o/'C 0 ® Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%rC Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV I Isc 0.065%I°C Short Circuit Current(Isc) 8.46A 8.59A 8.74A -8.87A 9.00A Normal Operating Cell Tel 45t2°C • Y • • Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1000v IEC /60ov UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an t --: irradiance of 1000w/m'to 200w/m' Application Classification Class A Power Tolerance 0-+5w (AM 1.5,25 C) Next Generation Solar Module 'Under Standard Test Conditions(STC)of irradiance of 1000W/m2,spectrum AM 1.5 and cell temperature of 25'C " "- NewEd e,the next generation module designed for multiple Engineering Drawings 9 9 g p NOCT _ CS6P•23I CS6P-240PXCS6P-245P CS6P-250PXCS6P-255PX _ types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174W 178W 181w 185W value of minimal system costs,aesthetic seamless Optimum Operating voltage(Vmp) 27.2V 27.3V 27.4V 27.5v 27.5V 9 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 t r _ Short Circuit Current(Isc) 6.86A 6.96A 7.OBA 7.79A 7.29A # pa The black-framed CS6P-PX is a robust 60 cell solar module ! t - incorporating the groundbreaking Zap compatible frame. Under Normal Operating Cell Temperature,Irradiance of Boo W/m',spectrum AM 1.5,ambient temperature 20'C, ; The specially designed frame allows for rail-free fast wind speed t m/s 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 " Cell Arrangement - 60(6 x 10) Key Features silicon cells laminated with a white back sheet and framed p } with black anodized aluminum.The black-framed CS6P-PX Dimensions 1s3a x ss2 xaomm(sa.5 x 3a.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 lbs) Front cover 3 reduces installation time quality aesthetic module with lowest system cost. Frame Material Anodized Tempered glass aluminium alloy • Lower system costs - can cut rooftop Best Quality J-BOX IP65,3 diodes installation costs in half I t Cable 4mm'(IEC)/12AWG(UL),1000mm • 235 quality control points in module production Connectors MC4 or MCa Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pes with auto leveling and alignment • Current binning to improve system performance Module Pieces per container(40 ft.container) 672pcs(ao'HQ) • Accredited Salt mist resistant • Built-in hyper-bonded grounding system if it's I-V Curves(CS6P-255Px) mounted,it's grounded Best Warranty Insurance • Theft resistant hardware • 25 years worldwide coverage secuonA-A • 100%warranty term coverage • a • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights ' 7 35.0 and grounding system • Non-cancellable 6 i • Industry first comprehensive warranty insurance by mmediate coverage • I s s AM Best rated leading insurance companies in the Insured by 3 world top insurance companies q 3 a ' o u ma7 I world -t000w/mz --°c - Comprehensive Certificates 2 _ 2 • Industry leading plus only power tolerance:0 5W IEC 61215,IEC 61730, IEC61701 ED2,UL1703, r -c00`�nz -ssr 1t5 ° ----• o • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS c to '_ 2a 30 "19 0 • to IS zs p a,m•s ground mounting systems IS09001:2008:Quality Management System r wr•.la • ISO/TS16949:2OO9:The automotive quality _ ,:Specifications included in this datasheet are subject to change without prior notice. • management system Backed By Our New 10125 Linear Power Warranty Plus our added 25 year insurance coverage IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 100% qd • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 97fded Value F Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing From W solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. soy: m. _ .7 3 arranty • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide Boq - occupational health and safety customers. Canadian Solar's world class team of professionals works closely with our customers to o% s 10 1s 20 25 • REACH Compliance provide them with solutions for all their solar needs. • 10 year product warranty on materials and workmanship •25 year linear power output warranty www.canadiansolar.com EN-Rev 10.17 Copyright°2012 Carldlan Solar Inc. r , - . 4© - 0 0 SolarEdge Power Optimizer solarr - solar oo _ Module Add-On for North,America m P300 / P350 /'P400 Aq _ I - SolarEd9 a Power Optimizer " .i ,_ �. `. ;• ...: n _ � �;i ,aM�±"� '��z� ,t'x,,� �,gf' P300,�'; �P350 � +(""�:P400 • `rx: ,, - - , „ffi `*ys;`g :a�,"%° •t e•' y'z_" ,; (for 60-cel,PV 4 f,'r.(for 72-cell PV_,-.. (for 96-cell PV, Module Add-On For North America ',' ,.. tf 4? 1a x modules) '" i modules) modules) P35U: P4®0' -"�. _ :.- se.--., , r. t - (Rated'Input DC Poweri'i -•300 -`350400 W .. - P300 / / ............... - "• t : m..� •'_ - ae ,.»J '; : Absolute Maximum Input Voltage(Voc at lowest temperature 48 - 60" 80 Vdc _ z ,,:� - : MPPT Operating Range .. ........ .. .... ..... T__T.. r- .............. _ 6 Vdc n '" "" - Maximum Short Circuit Current(Isc) $lU0 Ad... 12.5 ... Adc 8 48 8 80 995 Maximum Efh ry. .. ...98.8 .................................. % Weighted Effit ency ... ........ .. ... - .. C .' _ , xv�✓- � ,� .,,�r. 4 1 r?t,;.' -_, ... -l ..Overvoltage Category . r .. ># ..,,,s('-3... . `�„.,. r# ,,a,gt .. ..:, •' RATING INVERTERe`,3"r+ r. t,'S r..•.` -.,:?`s,.a:fi;,sf . :� " � - y � �' •a. �` ? '. c}�i4 ;� �„,r � IOUTPUT DURING.OPERATION(POWER OPTIMIZER CONNECTED TO ) , -.' • Y'` % .':: - " .Maximum OutPu[Curren[ Maximum Output Voltage ....... ... .. "6U Vdc. - - .tk_. w _ -?• ' p _ 3OUTPUT DURING STANDBY(POWER.OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) :^1` ;'?:-` ". ' "A • k ' `-•� r ,v' '-Safety Output Voltage per Power Optim'zer 1 Vdc 4 a J fix` I STANDARD COMPLIANCE 0•�?� .�. wn"-.-. � �r �- " .FCC Part15 ClassB IEC63000 6-2,IEC61000 6 3 9afet IEC62109 1(class II safety),UL1741 ... ....... ... Yes .. .i, Y .:. i• vx�'a':re.. C xr.'.: ,... g .- ? � RoHS ^" Y, "' .»S"rk: -,,. .,a•f , pt., rs "- '_..___ .. ,. � � .. .r ;`.:r :;N:: ....-..,.• � .zu.�.,; ,�,,... :.. '..- w. ,,.�'•i.. INSTALLATION SPECIFICATIONS +�"'* _ 1000 �4:c. Vdc ' Maximum Allowed System Voltage. .... ,„, ,.-..;,.•, ..... min in 141 x 212 z 40.5/5 55 x 8.34 x 1 59 / ' '' - ,.* ..'- ,.. .S ,ee�`z-�J-�3 a.. .: ,. ,--„,.,: ,• .. Dimenswns(W xLz H) .... ..... ...... .. ... ..,.,I #-- I... ........:.. . MC4/Amphenol/ Yc ... .. .� ......... ....... or - Double Insulated,Amphenol . ` .> .. ... ,..�" :; 't • c z.".,, , .u`'Y�,?:,Pr`r. _ .re• ... ,Output Wue TYPe/Connect .... .. ...n. -: : ..... ...... ..... .. :¢, .,.z:. €rs. s a' •L. S ""•t"s _...,�` , - ' Output Wire Length .... D 95/3 0 I 1 2/3.9 .... / -'. ........:................................... r..�++p;4 y , 'fin „ "'...•„ - _ry,:..< .: '. -{ s'. .. .... .. .. . F..: 40 +gs/do=+lss c/ _,ar -,•�:'• a , .. Operating Temperature Range •.'... n. .... ...IP65/NEMA4... . . w n_., TM 't :Fs> Protection Rati g :... ..... .,: r+{.r,., >i, ,,, "',.,,;, s „.t „.. .,,.2'"{; .. - '. ...a...... ,�.:. r ;..m ' t( N..�,,., .}._ _.:.: Relative Humidity ......'. ..'...0.100 ... ...... ....... 1° 7s`t '` tJ` T 63 , .. ,�: .. •:r' °. r';,,: m .oro ro s . iow.a. - •- , -ef..f+ ap sic row rtne oa.e.M ww.r ro o s' Yy ,G o� r . - :.,,•:... ,: a7-,,.,.-, ` s;:•. r§ .-a! ..__..,..'�' "..,. -,,,,. n v. fi^: v..c.:. ., 5 THREE.PHASE ;o-'THREE PHASE=v; eerr. PV SYSTEM DESIGN USING A SOLAREDGE". a+t "':SINGLE PHASE '' "'I "' 'rb•:"- - INVERTER u..«.s a`_,a-� sr.S`I`rtc ..".?r`.•, "T.r `.� .µ,,,. 208V 2. .t; .., 480V ,�,rt� " Minimum Stri 1,e gth(Power Optimizers) PV power optimization at the module-level ...... ......: $. o lg. . Maximum Stnng.Length'(Power Optimrzers)., Up to 25%more energy , " .: � ` _ Maximum Power per S[nng5250 ,... 6000" .. 12750- N/ - ,,: " +Superior efficiency(99.5%) .. - - 'Parallel Strings of Different Lengths or Orientations .. Yes Mitigates all t es of module mismatch losses,from manufacturing tolerance to partial shading - - Flexible system,design for maximum space utilization Fast installation with:a single bolt . . _ -' `'` 4•y, •' ='� • ''` ' n maintenance with module-level monitoring -. - " _ , Next generation 6 i P it K.�. .. a .. ;am a ' . Module-level voltage shutdown for installer and firefighter safety r - Q+ USA - GERMANY ITALY -TRANCE':- JAPAN - CHINA - ISRAEL-- AUSTRALIA www.Solaredge.u5 ,. r I - , i I