Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0085 MAIN ST./RTE 6A(W.BARN.)
gam- r t 1 Oxforcr NO. 1521/3 ORA TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /// Parcel dOR/40/ Application #-rJD I7OC¢ ` `f S Health Division Date Issued y Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH VeS _ Preservation/ Hyannis 1" Ca9 .4pprove d��7 Project Street Address A.S MAiNneeF Village 1�est�.r3.4.�yS�a,6le. Owner Sra. J;M-yerm4N Address Telephone .Permit Request 1,y57 U_ .7ot:.AR azzem)d MoDu.LgrS an ROoFor&- isTiNG Roust"'_ Tb BE 1d eoNNzG7 o Ldi7H N1W9'EJZdtK1eAC SySlEM ?:�IyAw OF o78.04ga s Square feet: 1 st floor: existing — proposed 2nd floor: existing proposed — Total new '— Zoning District RF Flood Plain Groundwater Overlay Project Valuation /ofS00.00 Construction Type"km A ;i - ✓vZon'?Avels Lot Size Grandfathered: ❑Yes XNo If yes, attach supporting documentation. Dwelling Type: Single Family ( Two Family ❑ Multi-Family (# units) .4,p)ProYed.7 Age of Existing Structure IT vrs Historic House: WYes ❑ No On Old King's Highway: X 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 new First Floor Room Count Heat Type and Fuel: ❑ Gas/V-41, it ❑ Electric ❑ Other e:.a: Central Air: ❑YgV,q -@ No Fireplaces: Existing Existing wood oal stove E3 a No Detached garage: ❑ exlStiM&Mew size_Pool: ❑ existtvl fA❑Mew size _ Barn: G &new size_ Attached garage: ❑ exis#ft CTnew size _Shed: ❑rVkWg-❑ new size _ Other: ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # 0. cr.� Current Use sue, 4m- Ye si0,In i- 4 Proposed Use -sAmS APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Je(AR(.iry �or,Avr,4AioAf Telephone Number Address Id 0 eferM=g&4e. PAAk Drjue l`yja40 License # CS 107443 Pem broke MA D.yzfy Home Improvement Contractor# f683'�,Z Email MM,«,gee Worker's Compensation # h/�96dap1 r�a6�D�yl ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a. oCµ»tysar�O S�LoaG;�y o�'�',cc �rn6x9�re .�1A SIGNATURE Vim/ ��U'� DATE 9-/�-ZOJ4c FOR OFFICIAL USE ONLY APPLICATION# DATE--ISSUED MAP-/PARCEL NO. ADDRESS ' ' VILLAGE' OWNER: -- - � ,� _ _ - ° • . y DATE OF INSPECTION: FOUNDATION r•. FRAME INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH = FINAL •. GAS: ROUGH- `. FINAL Mo FINAL BUILDING; DATE`-CLOSED OUT ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston,MA 02114-2017 r www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): SolarCity Corporation Address:3055 Clearview Way City/State/Zip:San Mateo, CA 94402 Phone#:888-765-2489 Are you an employer? Check the appropriate bog: Type of project(required): 1.❑■ I am a employer with 7000 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed 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' q ❑Building addition [No workers' comp.insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no 13.0 Other Solar Panels employees. [No workers' 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:Liberty Mutual Insurance Company WA7-66D-066265-024 09/01/2015 Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: 85 Main Street City/State/Zip: Barnstable,MA 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 andpenalties ofperjury that the Information provided above is true and correct Signature•,-G'^--- A�/lz-fq M,1cI-9/Z Date: 9/10/2014 Phone#: 7818167489 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#• r r AC40 CERTIFICATE OF LIABILITY INSURANCE DATE 080/20/OD/YYYY) S/2912014 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 NONE: MARSH RISK&INSURANCE SERVICES PHONE F 345 CALIFORNIA STREET,SURE 1300 a No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC• 998301STND-GAWUE-14-15 INSURER A:Liberty Mutual File Insurance Company 16586 INSURED Ph(650)963-5100 INSURER B:Liberty Insurance Corporation 42404 SolaRaty Corporation INSURER C:N/A N/A 3055 Gearview Way San Mateo,CA 94402 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: SEA-=440269-02 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 CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL POLICY EFF POLICY EXPO LTR POLICY NUMBER MMfDD MMIDD A GENERAL LIABILITY TB2-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITYDAMAGE TO RENTE 100,000 PREMISES Ea occurrence) $ CLAIMS4AADE M OCCUR MED EXP(Any aleperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG S 2,000,000 X I POLICY FX I PRO-JECT LOC IDeductide $ 25,00D A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 OW01/2015 COMBINED SINGLE LIMIT 1000000 Fa aoad.M X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NONPROP X HIREDAUTOS X AUTOS (Pena nDAMAGE $ l X Phys.Damage COMPICOLLDED: $ $1,000/$1,000 I UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ i B WORKERS COMPENSATION WA7 265-02OUTWIT- 12015 WC STATU- OTH- AND EMPLOYERS'LIABILITYLIMITSB ANY PROPRIETORIPARTNERIEXECU FVE YIN WC7 661-066265.034(WI) 09/01I2014 09/0112015 1,000,000 B OFFICERNEMBER EXCLUDED? a NIA EL EACH ACCIDENT $ (Mandatory in NH) 'WC DEDUCTIBLE:$350,0W E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes.describe under 1,000,000 DESCRIPTION OF OPERATIONS below I I EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. 1 AUTHORQED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Manndlejo • — 10-C**'---- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Town of Barnstable Old King's Highway Historic District DECISION Wednesday, August 27, 2014 6:30pm The Barnstable Committee of the Old King's Highway Regional Historic District Commission, acting in accordance with The Old King's Highway Regional Historic District Act, Chapter 470, Acts of 1973 as amended, has held a hearing and made determinations on the following applications: APPLICATIONS Rhilinger, Susan, 3512 Main Street, Unit#12, Barnstable, Map 317, Parcel 091-OOL Replace 11 Skylights with Solar Powered Skylights ***Certificate of Appropriateness Approved as Submitted*** Davidson, Paul & Debra, 1895 Main Street, West Barnstable, Map 216, Parcel 025 .Replace Existing Large Window ***Certificate of Appropriateness Approved upon Receipt of Final Selection of Window*** Christopher, Michael, 3815 Main Street, Barnstable, Map 335, Parcel 011-001 Install 2 Solar Hot Water Panels on Rear Elevation ***Certificate of Appropriateness Approved as Submitted Due to Location on Rear Elevation and Not Visible from Main Street*** Martin, Jonathan & McCarthy Martin, Kate, 14 Locust Lane, Barnstable, Map 318, Parcel 022 Construct 14' x 29' Addition and 7' x 14' Porch/Deck ***Certificate of Appropriateness Approved as Submitted*** Silverman, Ira & Carol, 85 Main Street, West Barnstable, Map 111, Parcel 008-001 Install Solar Panels on Rear Elevation ***Certificate of Appropriateness Approved as Submitted Due to Location on Rear Elevation and Not Visible from Main Street*** Murphy, Gary & Carolyn, 460 Church Street, West Barnstable, Map 1-76, Parcel 010 Change of Exterior Paint Color ***Certificate of Appropriateness Approved as Submitted*** Any person aggrieved by a decision of this Committee has a right to appeal to the Regional Commission within 10 days of the filing of this decision with the Barnstable Town Clerk. Date: August 29, 2014 DocuSign Eniffte ID:E8CF9049-036B-47E6-8DFE-DAB67ACACF5F ,solar City. Power Purchase Agreement Congratulations! Your system design is complete and you are on your way to dean,more affordable energy.We estimate that your System's first year annual production will be 6,305 kWh and we estimate that your average first year monthly payments will be$78.13.Over the next 20 years we estimate that your System will produce 120,285 kWh.We also confirm that your electricity rate will be$0.1487 per kWh,(i.e.electricity rate$0.1487 and tax rate $0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.9%per year. Your Details Exactly as it appears on your utility bill Homeowner's Name&Address Co-owner(if applicable) Service Address Ira F Silverman 85 Main St 85 Main St West Barnstable,MA 02668 West Barnstable,MA 02668 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. SOLARCITY APPROVED Owner's Name:Ira F Silverman SolarCity Ir 4/28/2014 07/17/14 ,..._ Signature Date Signature `rr,00r,Rive.ceo Date (PPA) Power Purchase Agreement Co-Owners Name(if any): � Solar ft Signature Date 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1888.765.2489 SOLARCITY.COM MA HIC 168572/MA LIC.MR-1136 r1 'a �r SolarCity OWNER AUTHORIZATION Job ID: Location: I l fl4- S I&W FAn.A-ti as Owner of the subject property hereby authorize SolarCity Cori)—HIC 168572 / MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and r signed contract. Signature of Owner: Date: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL9 888104,CO EC 8D41,CT HIC 0632778,DC HIC 71101486,OC HIS 71101488.141 Cr-29770, MANIC I68572;MD MHIC 128948,NJ I3YH06I60600,NY WC24624-HI1,OR CCR 180498,PA 077543,T%TDLR 27006,WA SOLARC-91901 r ` t Office of Consumer Affairs and Business Regulation �f 10 Park Plaza - Suite 5170 ,:o Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS - --� 24 ST. MARTIN STREET BLD 2 UNIT 11 ------ MARLBOROUGH, MA 01752 --- --- Update Address and return card.Mark reason for change. scA, 0 MA 05A I n Address ❑ Renewal n Employment [) Lost Card of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: i Office of Consumer Affairs and Business Regulation W4 , egistration: 168572 Typi 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS q _ 24 ST MARTIN STREET BLD 26NI ��•� � �_F-��`-� I hi-BOROUGH,MA 01752 - --- - — Undersecretary Not v lid without signature i Massachusetts -Department of P�,blic Safetc/ Board of Building Regulations ind Standards f imorifttimi Supcjit%ur License CS-107663 CRAIG ELLS � _ 206 BAKER STREET Keene NH 03431 �n�tt!nttsst0+ier 08/29/2017 i 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: 3/8/2015 NILE MILLER 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA i Co 26M-05n1 [� Address ❑ Renewal �I• Employment `s Lost Card �/� Tl1c}n�r��nruurcc//�r,�t7-llrkdJuc�rcGe•//' gExpiratloiv ee of Consumer Affairs&Business RegulationLicense or registration valid for individul use only E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation gistration: 168572 Type• 10 Park Plaza-Suite 5170 3/8/2015 Supplement C.-ard Boston,MA 02116 SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UNI TA01-130ROUGH,MA 01752 Undersecretary Not valid without signature I ` The Commonwealth of Massachusetts Department of Industrial Accidents Of ke of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): SOlarCit/ 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 I am a employer with 7000 4. ❑ I am a general contractor and I 6 ❑New construction employees(full and/or part-time).* have hired the-sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' g ❑Building addition [No workers' comp.insurance comp. insurance.1 required.] 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 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no Solar Panels employees. [No workers' 13.❑Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue 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:Liberty Mutual Insurance Company Policy#or Self-ins. Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: 85 Main Street City/State/Zip: Barnstable,MA 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 it fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature _,--f— A/i1-4 114.11-1-En Date: 9/10/2014 Phone#: 7818167489 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#: 1 1 A� CERTIFICATE OF LIABILITY INSURANCE °08r2 M QI329/2014 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 HOLIER. 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 endorsements). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES PHONE F 345 CALIFORNIA STREET,SUITE 1300 Al No): -MALL CALIFORNIA LICENSE NO.0437153 E SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 0 9=1-STND-GAWUE-14-15 INSURER A:Uherty Mutual Fire Insurance Company 16586 INSURED Ph(650)963-5100 INSURER B,Liberty Insurance Corporation 42404 SolarCity Corporation INSURER C:NIA N/A 3055 Uearview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-=440269-02 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 CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL St1SR POLICY FFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER (MMIDDIYYM, IMMfDDrrrfY) LIMA A GENERAL LIABILITY T62al-066265-014 09/012014 09/0112015 EACH OCCURRENCE $ 1,000,000 DAMAGE X COMMERCIAL GENERAL LIABILITY PREMISEES�rtarroe $ 100'000 CLAIMS-MADE M OCCUR MED EXP Any oneperson) E 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.0M,0W —XI POLICY -X] PRO- LOC Deductible $ 25,000 JFCTA AUTOMOBILE LIABILITY AS2al-M265.044 09/012014 09101/2015 COMBINED SINGLE LIMB 1000000 Ea soddeM X ANY AUTO BODILY INJURY(Per person) $ i ALL OWNED SCHEDULED BODILY INJURY(Per aodderd) $ AUTOS AUTOS X E NON-OWNED pReOPa��DAMAGEHIREDAUTOSAUTOS X Phys.DamaMe COMP/COLL DED: $ $1,000/$1.000 UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE E DED I I RETENTION S B WORKERS COMPENSATION WA7-66D-066265-024 0910 1 0910112015 X I WC STATU- OTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC7-661-066265-034(WI) 09/01/2014 09/0112015 1,000,000 B OFFICERIMEMBER EXCLUDED? � NIA EL EACH ACCIDENT E (Mandatory In NH) WC DEDUCTIBLE:$3W,000' EL DISEASE-EA EMPLOYEE $ 1,0M,000 rcyyes dewbe under 1 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT E ,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,D more space Is required) Evidenoe of Insurance. CERTIFICATE HOLDER CANCELLATION i SolarClty Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. i AUTHORIEED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marrnolejo • C ���� =� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Version#M.3 °solarCity. �F 3055 Clearview Way,San Mateo, CA 94402tH (888)-SOL-CITY (765-2489) 1 www.solarcity.com p�� Y00 JIN K April 25,2014 VI Project/Job#026267 NO.4 RE: CERTIFICATION LETTER Project: Silverman Residence �AL 85 Main St Digitally Igne y Yoo Jin Kim West Barnstable, MA 02668 Date: 2014.04.25 13:11:35 To Whom It May Concern, _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 C -Ground Snow Load =30 psf -MPl: Roof DL= 7 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) -MP2: 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 because Ss=0.19774< 0.4g and Seismic Design Category(SDC)= 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 requires structural upgrades as detailed in the plan set. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concems regarding this project. Sincerely, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com " < ., Ar°_i :. "f;.. - ._ ,.. 9r.. ,'.1r� .." Tdt4. i• .,, �S.' .P.A <: F _. ..^.L.. ,.�,,.."9 N57:;b0,,.. f..•._., "zd+ ,. M;�::f; ;-J 4 P y.tPv i� . .... •!A3:"'".9 C'�:'�_. ..,•3°`.it. r� Cl...,},.�r.:=,1 7s 1PTI • • • ProjectResidence .b • 026267MA Res.Code,8th Edition Cu—sCo—m—er • • 11' IBC.2009 Address: •• 1 CitV/State: _West Barnstable, MA .r • Code126�6rYes Latitude r . re: - 41.724275 . - - -7,0.395317 :. SC Office: South Shore I.P.qTr� =1100001= Yoo Jin Kim, P.E. r •. • r.4 •� S. ". ^! /' -� tom..+ --�„ - .I`�r.^ If IF ,.( r- Fawcetts• w. _ S • �., .{{,, T i .« r Pond Yam, Aunt Bertys' 1' Fes' --p Pond ® y ! -�. _. `�. 'ems G � 1..�ji� •. . � LJ "' 7 ,� i .� sCi �_ CIO J !_ may_ i 1 e 'I '• d ` ; T t • t� 1 mil. ! .w► ca VIP Di�i,a`i� e MassGIS'Commonwe of assa0usetts'EOEA,USDA Farm ServiceA enc 1 LOAD ITEMIZATION -ALL MPS PV System Load PV Module Weight(psf) _ 2.5 psf Hardware Assembly Weight 0.5 l5if PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description ALL MPS Roofing Type Comp Roof _ �( 1 Layers) 2,5 psf Re-Roof to 1 Layer of Comp? No Underiayment _ Roofing_Paper - 0.5 psf Plywood Sheathing_ Yes Board Sheathing_ _ _ None Rafter Size and Spacing 2 x 6 @ 16 in.O.C. r 1.7 psf Vaulted Ceiling___ ' ' �!� _ No Miscellaneous Miscellaneous Items 0.8 psf Total Roof Dead Load 7 psf ALL MPS 7.0 psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Tributary Area _ At !i <200 sf Roof Slope _ _ 5/12 Tributary Area Reduction Rl 1 _ Section 4.9 Sloped Roof Reduction RZ 0.95 Section 4.9 _ Reduced Roof Live Load Lr (R)-R Ecauation 42 Reduced Roof Live Load Lr 19 ALL MPS 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 _ 30.0 psf ASCE Table 7-1 Snow Load Reductions_ Allowed? Yes '� I Effective Roof Slope _ 23° Honz. Distance from Eve to,Ridge_ W '- 19.4 ft: Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor - Ce �Partiall i Exposed Table 7-2 Snow Thermal Factor 4 All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load-(w/� Rain-on-Snow Surcharge) _ Pf-min 21.0 psf 7.3.4&7.10 Flat Roof Snow Load pr pr=0.7(CQ)(Ct)(I)pg; pr>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding 4 All Other Surfaces Roof iO� 1.0 Figure 7-2 Design Roof Snow Load Over P .oa= (CS-mar)Pf ASCE Eq:7.4-1 SurroundingRoof Pr1°Or - 21.0 Psf 70% I ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CSC, Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PSG= M—P„)Pf ASCE Eq:7.4-1 Modules PfrD� 21.0 psf 700/6 [CALCULATION.OF DESIGN;.WINW. OADS=ALL MP-- Mounting Plane Information Roofing Material Comp Roof PV System Type _ SolarCity_SleekMount'"' Spanning Vents No ' Standoff Attachment'Hardware Comp Mount T e C Roof Slope 230 Rafter Spacing 16'iO.C. Framin Type Direction Y-Y Rafters Pudin Spacing _X-X Purlins Only_ NA Tile Reveal Tile Roofs Only_ NA Tile Attachment System Tile Roofs Only_ NA _ Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method PartiallyftIly.Enclosed Method Basic Wind Speed V 110 mnh Fig. 6-1 Exposure Category __ ___ C _Section 6.5.6.3_ Roof Style Gable Roof Fig.6-11B/QD-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure - KZ 0.95 Table 6-3 Topographic Factor Kt 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)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U -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 Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape K' 39" Max Allowable Cantilever —Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff-Tributary.Area Trib 17 sf PV Assembly Dead Load _ _ W-PV 3 psf Net Wind.Uplift at Standoff^ Tactual -346 Ibs _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.2% X-Direction Y-Direction Max Allowable Standoff Spacing__ Portrait 4811 65"_ _ ___ Max Allowable,Cantilever Portrait 181, - r NA Standoff Confi uration Portrait Staggered Max Standoff.Tributary.Area Trib 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff Tactual -437 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 87.3% S COMPANY PROJECT WoodWorksity3055Sola Ce Corporation 3055 Clearview Way SOFTWARE FOR woos DESIGN San Mateo,CA 94402 Apr. 25,2014 14:21 MP1.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 (16.0)* psf PV DL Dead Full Area No 3.00 (16.0)* psf SL Snow Full Area Yes 21.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16-2.3" 0' 2'-2" 14'-9" Unfactored• Dead 124 89 Snow 241 175 Factored: Total 366 263 Bearing: F'theta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0.59 0.74 Support 0.62 0.45 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.31** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 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. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x6(1-1/2"x5-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c;Total length: 16'-2.3'; Pitch: 5/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.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 = 43 Fv' = 155 fv/Fv' = 0.28 Bending(+) fb = 1281 Fb' = 1504 fb/Fb' = 0.85 Bending(-). fb = 158 Fb' = 921 fb/Fb' = 0.17 Deflection: Interior Live 0.61 = L/266 0.91 = L/180 0.68 Total 0.92 = L/177 1.36 = L/120 0.67 Cantil. Live -0.33 = L/86 0.31 = L/90 1.05 Total -0.48 = L/58 1 0.47 = L/60 1 1.03 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 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.612 1.300 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 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 254, V design = 236 lbs Bending(+) : LC #4 " = D+S (pattern: sS) , M = 807 lbs-ft Bending(-) : LC #2 = D+S, M = 100 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 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. I '•• COMPANY PROJECT WoodWorks@ C l Corporation 3055 3055 Clearview Way SORWARf FOR WOOD OFSIGN San Mateo,CA 94402 Apr. 25,2014 14:21 M P2.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 (16.0)* psf PV DL Dead Full Area No 3.00 (16.0)* psf SL Snow JFull Area Yes 21.00 (16.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 2'-2" 17'-10" Unfactored• Dead 146 112 Snow 284 218 Factored: Total 430 330 Bearing: F'theta 475 475 Capacity Joist 1246 712 Supports 1055 1055 Anal/Des Joist 0.34 0.46 Support 0.41 0.31 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb •1.75 1.00 Cb min 1.75 1.00 Cb support 1.13 1.13 Fcp sup 625 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 Lumber n-ply, S-P-F, No.1/No.2, 2x6, 2-ply (3"x5-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c;Total length: 19'-6.4'; Pitch: 5/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); I WARNING: Member length exceeds typical stock length of 18.0 [ft] z WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorksO Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Anal sis/Design Shear fv = 27 Fv' = 155 fv Fv' = 0.17 Bending(+) fb = 1007 Fb' = 1504 fb/Fb' = 0.67 Bending(-) 'fb = 79 Fb' = 1504 fb/Fb' = 0.05 Deflection: Interior Live 0.75 = L/272 1.13 = L/180 0.66 Total 1.12 = L/181 1.70 = L/120 0.66 Cantil. Live. -0.32 = L/86 0.31 = L/90 1.04 Total -0.48 = L/58 0.47 = L/60 1.03 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 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 1.000 1.300 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 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 313, V design = 295 lbs Bending(+) : LC #4 =,D+S (pattern: sS) , M = 1269 lbs-ft Bending(-) : LC #2 = D+S, M = 100 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2/ply "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. �� tit'• � 20-141 '"E'°'�� Barnstable Old Kings Highway Historic District Committee 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 !19. es APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New ❑ Addition gAlteration 2. Type of Building: House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting,roof ❑ new roof ❑ color/material change,of trim, siding, window,door 4. Ste: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool 19 Solar panels ❑ Other Type or Print Legibly: Date 00-/ NOTE All applications must be signed by the current owner Owner(print): -LRR t 01 ye►"m.VN// Telephone#: �o�_3t5.G-7�// Address of Proposed Work: 8.�ilow c5L rm Village 41 54RtY.9M&C Map Lot# Mailing Address(if different) Owner's Signature see Description of Proposed Work: Give particulars of work to be done: w SYA LL SOLAR ELE&ml e_ RgwEL5 ot4 RayF OF e-c1STi4/G .4/OUS(F. TA TSC/M725RC6tyNEd7VD W17W NOA F CL447'41 4 Si SreAf. a? Is OF Agent or Contractor(print): �"'�^� .• •�'"� /.v;J,. / .'flit. Telephone#f: Agi-AP/A- 74°eq Address:J60 �dtJ''/c• ,)PiUG ilvoZA44e 7eem4,,v1Ce, MA oRggf Contractor/Agent'signature: For co 'ttee use only. This Certificate is hereby APPROVED/ If Date 2-� Members signatures RECENED - G ;®WTx AGEENT APPROVED t AUG 27 2014 Town of parnstahip Old ing s Highway Committee • 1 QABoardc and ComtrdkvionAOld Kings HighwajAGKH Appticadons\OKH DRAFT 2011 Cert Appropriateness DRAFT.doc CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type: (Max. 12"exposed)(material-brick/cement,other) yA Siding Type: Clapboard - shingle= other - Material: red cedar - white cedar - other Color: '- Chimney Material: MA Color: _ Roof Material: (make&style) "ColW10.0s%ec .�. zt Color: Roof Pitch(s): (7/12 minimum) , �,� - (specif,,on plans for new buildings, major additions) Window and:door trim material: wood -- other material, specify Size of cornerboards -' size of casings(I X 4 min.) _ color Rakes Ist member 2`d member Depth of overhang Window: (make/model) AM material color (Provide window schedule on plan for new,buildings, nutjor additions) Window grills(please check all that apply_: true divided lights - exterior glued grills= grills between glass=removable interior= None Door style and make: ,V4 material _ Color: Garage Door,Style NA Size of opening — Material -- Color Shutter Type/Style/Material: A'W Color: — R__R_CE..IIT_ � Gutter Type/Material: NA Color: Deck material: wood N.4 other material,specify Color. GROWTH MANAGEMENVYI` Skylight,type/«,ake/model/: :4 materal Color: Size: Sign size: A1,* Type/Materials: Color: Fence Type(max 6' )Style A1,4 material:. Color: Retaining wall: Material: mW Lighting,freestanding AIW on building illuminating sign OTHER INFORMATION: 501ar Atfle 541al VA 614A-0144 411,16 OP7460 el J.60 THE ATTACHED CHECK LIST MUST BE-COMPLETED AND SUBMITTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,tamp posts etc Signed: (plan preparer) Print Name Alle-+4 Mt.t.A P P R O V E AUG 2 7 2014 Town of Barnstable 2 QABoards and Conunissions\W Kings Highway\OKII Appiications\OYM DRAFT2011 Cent Appropriateness DRAFT.doc Old King's Highway Committee 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. F 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. 1n GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL t >a 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 cZ 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 c gy 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 UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 PROPERTY PLAN PV3 SITE PLAN 6A ,+ PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES C . PV5 ELEVATION _ �•, ' PV6 RENDERING GEN 168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A X "CP PV7 SATELLITE RENDERING # `�� PV8 THREE LINE DIAGRAM ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Cutsheets Attached 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. • g + ' 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD:. ZEP SOLAR. OF THE MA STATE BUILDING CODE. AHJ: Barnstable 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING ` Rev a NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. d , I U11UTY: NSTAR Electric Commonwealth Electric) ( 0 0 CONMENIIAL—THE W OWTION HEREIN JOB mmem J B-0 2 6 2 6 7 00 PREMISE DwNER: DESCRIPTION: DE NN: . CONTMED SHALL NOTE USED FOR THE SILVERMAN, IRA F SILVERMAN RESIDENCE J.P. curry %�•}So�arCity BENEFIT OF ANYONE EXCCLOSED IN VMO E INC., MOW MG sMM Mou 7.42 K W P V ARRAY A Y NOR SHALL IT�asao�D��+��IN Comp Mount T e C ' 85 MAIN ST rr • PART TO OTHERS OUTSIDE THE RECIPIENT'S Yoou�s WEST BARNSTABLE, MA 02668 24 St Y�Dom,119ding z Unit 11 ORGANIZATION.SALE EXCEPT T CONNECTION WITH SHEET-. REV: DAIS Mwft gh.MA 01752 THE SALE AND USE of THE RESPECTIVE 28 SUNIVA 0PT265-60-4-180 SOLARCITY EQUIPMENT, N1IHOUT THE WRITTEN QIVETTIER: PAGE NAYS T: (650)638-102.8 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—US—ZB—U 5083627417 PV 1 a 7/23/2014 COVER SHEET (sea)—soL—cm(765-2+89) w.w.sc1are11xcorn 217'-7" r. w. . I 134 ` 78'-10" N - II (E) HOUS c 'o 291'-10" 273—2" N) AR r, I cm 92—9 (E) DRIVEWAY 1 I. t • I ' I -- _ PROPERTY PLAN ti Scale:l" = 20'-0' 171'=3" 0 20' Q. ,r F oma CONRDENTIAL- THE INFORMATION HEREIN im m mrR J B-0 2 6 2 6 7 00 o J.P. Curry solarCity CONTAINED SHALL NOT BE USED FOR THE SILVERMAN, IRA F SILVERMAN RESIDENCE BDDJT OF ANYONE EXCEPT SOLARCRY INC.. MDUNTPIG SYSU �1 NOR SHALL IT BE DISCLOSED IN WHOIE OR IN Comp Mount T e C 85 MAIN ST 7.42 KW PV ARRAY PART To OTHERS OUTSIDE THE RECIPIETOrs WEST BARNSTABLE, MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WRH MODULES :1 24 SL Moth Drive,BuldIng Z Unit 11 THE SALE AND USE of THE RESPECTIVE 28 SUNIVA OPT265-60-4-1BO PACE NAME SM. REw DATE Mareawo,MA 01752 MACITY PERMISSION EQUIPMENT,m INC. THE r`RITTE„ 5083627417 / / T: (OLD)�e-,65- F: (LSD) .sdwd� Mom SOLAREDGE SE6000A-US-ZB-U PROPERTY PLAN . PV 2 a 7 23 2014 (BeB�sa-cmr(ass-248s) ....Solo .cer„ � 1 �► PITCH: 23 ARRAY PITCH:23 AZIMUTH:220 ARRAY AZIMUTH:220 �41MIN PITCH: 23 ARRAY PITCH:23 AZIMUTH:220 ARRAY AZIMUTH:220 MATERIAL Comp Shingle STORY: 2 Stories ♦ / ,ME 0 UZ1e 1 �►/awl ►_ (E) UTILITY METER & WARNING LABEL 11p INVERTER W/ INTEGRATED DC DISCO AC DISCONNECT & WARNING LABELS 1 / & WARNING LABELS •• ► Rl DC JUNCTION/COMBINER BOX & LABELS FGN DISTRIBUTION PANEL & LABELS LOAD W. •Ell 0 CONDUIT RUN ON EXTERIOR SILVERMAN, IRA IF SILVERMAN RESIDENCE J.P. Curry W�l 0 STANDOFF LOCATIONS10 DEDICATED PV SYSTEM METER CONDUIT RUN ON INTERIOR 21".w" 0 HEAT PRODUCING VENTS ARE RED WIN ipfl. ,ap0m INTERIOR EQUIPMENT IS DASHED SITE PLAN 7 I7 �. , i•7' . .•. 7 Type C 85 MAIN ST 7.42 KW PV ARRAY WEST BARNSTABLE, MA'. , I7' , •�, .�' 7 02668 ac : SUNIVA ; 1• . .1 :1 1 1 .111 : i PV MODULE • 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE OF ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT _ HOLE. YOO JIN , ZEP ARRAY SKIRT (6) SEAL PILOT HOLE WITH K '� (4) (2) POLYURETHANE SEALANT. S 1 � V� y ZEP COMP MOUNT C 5/12 PITCH No.4 ZEP FLASHING C 3 (3) INSERT FLASHING. (E) COMP. SHINGLE 4" -2" 12'-7° AL (1) . (4) PLACE MOUNT. Digitall igne y Yoo Jin Kim (E) ROOF DECKING (2) (5)1 INSTALL LAG BOLT WITH (E) LBW Date:2014.07.24 08:16:19-07'00' 5/16" DIA LAG BOLT (5) SEALING WASHER. SIDE VIEW O F M P 1 NTS W ITH�SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALLOLIT&WASHERS. �N A 2 1 2" EMBED, MIN) - (E) RAFTER STANDOFF MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER E NOTES S 1 LANDSCAPE 64" 24" STAGGERED PORTRAIT 1 48" 1811 ' RAFTER: 2x6 @ 16" OC ROOF AZI 220 PITCH 23 STORIES: 2 (E) WALL OR BETWEEN SUPPORTS OR SUPPORT BELOW (N) SISTER MEMBER CENTERED (E) RIDGE BOARD ARRAY AZI 220 PITCH 23 SUPPORT BELOW C.].: 2x6 @16" OC Comp Shingle r (E) RAFTER SIMPSON SOW 22300 WOOD SCREWS SEE MP SIDE VIEW FOR REQUIRED LENGTH—, (N) 2x6 SPF #1/#2 SISTER (� � A(� GE SEE TOP VIEW GE MIR _ 13' (+/-) (E) 2x4 TOP VIEW OF PARTIAL LENGTH SISTER W Scale: 3/4"=1'-0" S1 5/12 PITCH 6" END DISTANCE " SIMPSON SDW 4" I 1fi O.C., TYP-1 WOOD SCREWS -2' 15-8" c (E) LBW (E) LBW UPGRADE NOTES: 1 4" __ ___ D SIDE VIEW OF MP2 NTs 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 09 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2-PLY) OR 22458 (IF (N) 2x6 SIDE MEMBER (E) 2x4 MIN. RAFTER MP2 I X-SPACING x-CVMLEVER Y-SPACING YcANrnEVER NOTES 3-PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD LANDSCAPE 64" 24" STAGGERED SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A :jV DRILL BIT. PORTRArr 1 48" 18" ALI OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO (E) ROOF AZI 220 PITCH 23 STORIES: 2 RAFTER:2x6 @ 16"OC ARRAY AZI 220 PrrCH 23 RAFTER W/ 10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON NAILS AT 6 2x6 END FASTENER GROUPING CJ.: 2x6 @16"OC Comp Shingle O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED. GE Scale: 1"=1'-O" CONFIDENTIAL- 'ME INFORMATION HEREIN JOB NlA03ER PREM�E OWNER DESCRIPTIOtk DE9li�k \►� CONTAINED SHALL NOT BE USED FOR THE JB-026267 00 SILVERMAN, IRA F SILVERMAN RESIDENCE J.P. curry solarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MDUM SYSTM ►, NOR SHAu IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 85 MAIN ST 7.42 KW PV ARRAY PART M OTHERS OUTSIDE THE RECIPIENT'S WEST BARNSTABLE, MA 02668 ORGANIZATION, EXCEPT IN CONNECTION W1 H MODULES 24 St MvUi Dft BU1109 Z unit 11 THE SALE AND USE OF THE RESPECTIVE 28 SUNIVA # 0PT265-60-4-180 PAID NAME: 91E¢T: REV.. DATE: Ma%wwo,MA 01752 PERMISSION of man OUT THE WRITTEN ""ER1Q� 5083627417 / / T. SOL- TY(765- F. (sso) adalots SOLAREDGE SE6000A-US—ZB—U STRUCTURAL VIEWS PV 4 a 7 23 2014 (aee�sa-cmr(7s5 z4as) .... Itr.�a++ 5/12 ROOF , PITCH T.O. CHIMNEY T.O. RIDGE T.O. ARRAY o 5" BETW. ROOF AND ARRAY T.O. RIDGE T.O. ARRAY 4" BETW. 27'-2" 25'-3" 24'-10" ROOF AND ARRAY 16'-9SIN „ T.O. GRADE T.O. GRAD ELEVATION VIEW (BACK) E1 °Scale: its =l'-O" . r D' CONFIDENTIAL- THE INFORMATION HEREIN JOB wom J B—0 2 6 2 6 7 00 PREMISE OWNER DESCRIPIION. DESIGN: \\` . CONTAINED SHALL NOT BE USED FOR THE SILVERMAN, IRA F SILVERMAN RESIDENCE J.P. Curry SO�afC�ty. NORBALL ANYONE EXCEPT IN o .N MOUNTING SMW 85 MAIN ST '�,� • PART TO OTHERS OUTSIDE THE RECIPIENTS Com Mount T e C 7.42 KW PV ARRAY ORGANIZATION,EXCEPT IN CONNECTION WITH MODULES: WEST BARNSTABLE, MA 02668 24 St.Martin Drive Building Unit„ THE SALE AND USE OF THE RESPECTIVE 28 SUNIVA # OPT265-60-4-180 s1�r: REV DATE Marlborough.MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PIVEIM PAGE NAME T-. (650)638-1028 F- (650)638-1029 PERMISSION OF SOLMCITY INC. SOLAREDGE SE6000A—US-ze—U 5083627417 ELEVATION PV 5 a 7/23/2014 (888)—SOL—CITY(765-2489) mmodaeI1rixor, f r 1 .} r , _ Ilk IL f - CONFIDENTIAL— THE INFORMATION HEREIN JOB Num JB PWA SE OWNER D � OEM CONTAINED SHALL NOT BE USED FOR THE -026267 OO SILVERMAN, IRA F SILVERMAN RESIDENCE J.P. Curry ;�OIarC'� BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNDNG SYSU AA, w NOR SHALL IT BE W&LOSED IN WHOLE OR IN Com Mount Type C 85 MAIN ST 7.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES WEST BARNSTABLE, MA 02668 SALE ANDEXCEPT of IN CONNECTION 28) SUNIVA # OPT265-60-4-1 BO PACEWITH N 24 St Matln DrWe BuOd01 2 Unk 11 THE SOLARCITY EQUIPMENT, WITHOUT THE WRIT EN aVOtIER l5i�v REV DAIS Ma�8-1028i.MA 50)PERMISSION OF SOLARCITY INC 5083627417 RENDERING / / T: SOLO)63B—,D28 F (65D) a0welt9 SOLAREDGE SE6000A—US—ZB—U 6 a 7 23 2014 (eee)-sa-cm(ass-2�as) ....�I�►aty. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 6 7 00 PREMISE OWNER. DESCRIPTION. DEIGN. \\` ■ CONTAINED SHALL NOT BE USED FOR THE SILVERMAN IRA F SILVERMAN RESIDENCE J.P. Curry STEM BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SY : ' �`•,•S o l a r Ity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 85 MAIN ST 7.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: WEST BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE (28) SUNIVA # OPT265-60-4-1B0 24 St Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET REV: DATE T: (650)638-1028 F:A(61752 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—US—ZB—U 5083627417 SATELLITE RENDERING PV 7 a 7/23/2014 (888)-SQL-CITY(765-2489) —.Warcity.can GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC,TO TWO (N) GROUND Panel Number.Square D (#i0ML20010 L Inv 1: DC Ungrounded NNV —(1)SOLAREDGE �E6000A—US—ZB—U B A —(Q)SUNIVA #� OPT265-60-4-1BO GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.43954166 Tie—In: Supply Side Connection Inverter, 6000W, 24OV, 97.574 w�ifeYDisco and ZB, AFCI PV Mod"ule; 265W, 237.4PTC, H4, Black on Black, ZEP Enabled ELEC 1136 MR Overhead Service Entrance Voc: 38.3 Vpmax: 30.7 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL SolarCity E) 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER SO RGUARD Disconnect METER CUTLER—HAMMER 4 A fqc T(E) 6 Disconnect 5 SOLAREDGE °C' SE1�L35A E6000A—US—ZB—U 1 String(s)Of 12 On MP 2 p ------------ -- ----- — I :�� r--------- A �1 1 B DC' 1 1 N Zj 1 3 2oc+ I GND GNp ———— GNp —GEC —— fG+C 1 String(s)Of 16 On MP 1 -- --- — ------------- J p --- ------- ------ -- --- -- EGc-----------------�— j t_1)CanduIt_K_1t;_3/4'PVC, Sch. 40 N I 1 o- z 1 I --- — GEC r♦, TO 120/240V 1 I • SINGLE PHASE I 1 UTILITY SERVICE 1 1 1 I I I • I 1 I I - I I Voc* = MAX VOC AT MIN TEMP Y# OI 2 Ground.Rod; 5/8'x 8'. Copper B (I)CUTLER—HAMMER DG222NR8 A C A (1)SdarC%AGS,UNNFUS JUNCTION DC -�2;ILSCO IPC 4/0-f6 Disconnect 60A 240Vac,Fuamle,NENA 3R A -(1)ZEP/850-1196-002 Insular on Piercing Connector, Main 4/0-4, Tap 6-14 -(1)CGtJ AMMER gg DG1OONB Universal Box Bracket [PKG B] Ground�Neutc,I0t 60-100A, General Duty(DG) (1)Di�nn�60A. 24OV��Non-Fusible, NEW 3R -(1)gauss R Fuse Kit DS16Fl( PV �8) Power Cr 304pWSH4, DC to DC, ZEP -(I)cu1UERER-HAMMME f D lOONB ceb,erd Duty(Dc) —(2)�RAZ SHA MUT �TR3ss 5 5 PV BAaa,�n OCP nd (1)AWG#s, Solid Bare Copper Grotmd/NeutraS SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C SoiarGuard Monitoring System —(1)Ground Rod. 5/6'x 8,Capper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL G_ON10.CAIIOtLQF-(E� Fl F 6 1 AWG�. TIiWM-2,Block [['��(1)AWG�. 1HwN-2, Black �j (1)AYYG t10, THWN-2, Block Voc* =500 VDC ISC =15 ACC 2 AWG Flo, PV SIRE,Black v«* =500 VDC Ix =15 ADC O (1)AWG 06, TIM-Z Red O L (I)AWG THWN-2, Red O Imo-(1)AWG#10. THWN-2, Red Vmp =350 VDC Imp=11.96 ADC O (1)An#6, Sord Bare Copper .EGc Vmp =350 VDC Imp=8.97 ADC (1)AWG J6, THWN-2. White NEUTRAL VmP =240 VAC Imp=25 AAC (1)AWG/10. THWN-2, White NEUTRAL VmP =240 VAC Imp=25 AAC (1 AWG f 0, THWN-2,.G' a .. E(P. .. .. .. ... . . . .. . -(1)AWG�,..Sdid Bye.Capper. GEC. . .-(1)Conduit.Kit.3/4 •PVCti Sch, 40, .•• . . . . .. .- 1)AWG/8.1HNM-2,.Qeen __ EGC/GEC-(1)Conduit,Kit;.3/4�FVC4 Sch: 40.. .. (("��(1)AWG f10. THWN-Y, Block V«* =500 VDC Isc =15 ADC O .. (2)AVY6'#10, PV WIRE Black V«* =500 VDC Isc =15 ADC ®loH(1)AWG#10. THWN-2. Red Vmp =350 VDC ImP=8,97 ADC (1)AWG 06, Solid Bare Copper EGC VmP =350 VDC Imp=11.96 ADC . ....II.. .. .(1)AWG/101 TH"7 ,.Gf1iT.. E99.. ... .. ... .. .. ... .. .. .. . . .... . .. .�.. . ... . ... .... . . .. . . .. . . . . . ... .. .. . . .. .. .. .. .. . . . . .. . . ... . .. .. DE9C)1 CONFIDENTIAL- THE INFORMATION HEREIN F:(728) J B-0 2 6 2 6 7 00 PREMSE orMER DESCRIPTION: J.P. Curry ' CONTAINEDNBENEFIT OF ANYONE OT BE SSOLARRCM THETE�c SILVERMAN, IRA F SILVERMAN RESIDENCE y % ,SolarCi NOR SHALL IT BE DISCLOSED IN WHO E INC.,OR INount Type C 85 MAIN ST 7.42 KW PV ARRAY ty. PART TO OTHERS OUTSIDE THE RECIPIENTS WEST BARNSTABLE, MA 02668 ORGANIZATION.EXCEPT IN CONNECTION WITH 24 St Math Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE NIVA OPT265-60-4—lBO Pac;E Nu�E SHEET: REV: DATE: Marlborough,MA 01752 SOLARCnY Q T��UT THE wRMEN 5083627417 � r: SOLD)sa6-1B26 F: (ss. arci29 INVEM OF DGE sEs000A—us—ze—u THREE LINE DIAGRAM PV 8 a 7 23 2014 (B6B}SOL-Gm(765-2+s9) �..sda�+a• r SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - Comp The SolarCity SleekMount hardware solution, •Utilizes Zep Solar hardware and UL 1703 listed - Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules aesthetics while minimizing roof disruption and 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 p Q Seal pilot hole with roofing sealant ' •Interlock and Ground Zep ETL listed to UL 1703 • to a more visually appealing system.SleekMount as"Grounding and Bonding System" �` \ Insert Comp Mount flashing under upper utilizes Zep CompatibleTM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs, effectively eliminating the r t�• need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition ` Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance 1 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 I Place module Components f A©B 5/16"Machine Screw © Leveling Foot © Lag Screw ©D Comp Mount © Q Comp Mount Flashing o o I n �� SOIW CRY. January 2013 % �'Y @LWMD SOIa�'ty® January 2013 OPTIMUS SERIES:OPT 60 CELL MODULES OPTIMUS SERIES:OPT 60 CELL MODULES j : " ...�.�..... High-quality and high-efficiency ;��d••'r► SunivaPV yields sensible solarMIN Ths Brilliance dl Solar Made Sensible^ (/ — 1 SUNIVA • C SERIES MONOCRYSTALLINE SOLAR MODULES J I m•-° OPTXXX-604-1B0(Zap Compatible frame) The Optimus®modules consist of Suniva's ELECTRICAL DATA(NOMINAL) latest technology:ARTisun®Select.These superior rIt other elect 5% monocrystalline cells are designed and manufactured Power Classification Pmax(W) 255 260 265 in the U.S.A.using our.proprietary low-cost processing Module Efficiency % 15.71 16.02 16.33 - techniques.Engineered with our pioneering ion - - implantation technology,high power-density Model Number OPT 255.60-4.1130-8 260-60.4-1130-8 265-60-4-1BO-8. Optimus modules provide excellent value, Voltage at Max.Power Point Vmp(V) 30.20 30.50 30.70 performance and reliability. - Current at Max.Power Point Imp(A) 8.45 8.52 8.64 cemnceuona: . Open Circuit Voltage Voc(V) 38.1 38.3 38.3 oOu3'jb `ORk FSEC Short Circuit Current Isc(A) 8.96 9.01 9.12 ' End _ me eleddcal d to appy ro stendard rest corMillons(STC):I-di.nce of 1 W0 Wrrti2 wgh AM 1.5 speUra ee 2S•O. frtvtek DIMENSIONS AND WEIGHT Cells/Module 60(6x10) Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) Module Thickness(Depth) 40 mm(1.57 in.) Approximate Weight 18.5+/_0.25 kg.(40.8+/-0.5 lb.) Engineering Excellence Features Quality&Reliability CHARACTERISTIC DATA - Built e.�CtLlSively V11th SVnIVR*S Contains he latest ARTistin Select Suniva Ciptimus modules are Type of Solar Cell HI h-efficiencySuniva®ARTisun Select monocrystalline cells of 156 x 156 mm 6 in. highesi-efficiency ARTiSUn Select cell lechnology-over inarhiftlCtUred and warranted to our Frame Black anodized aluminum alloy;Zep Compatible frame cells,providing one of the highest Silver frame andi[)lack frame vvith specifications iSSU6119 COJISiStelll high Glass Tempered(low4ron);anti-reflective coating ' power outputs per square meter at performance and(ILIntity orlchvide. - black,back sheet available Rigorous(JUilit'y'111allag011iellt Junction Box NEMA IP67 rated;3 internal bypass diodes in affordable mantificairing cost Zelp Compatible frame Cable 8.Connectors 12 AM,j4 mm-p cable with Amphenol H4 contractors;cable length approx.1200 mSL]niVI*s SI,1Ie-Uf-Ihr'uFt Marine grace NUIllinLIF11 frame vjith Performance longevityvith mintif,ICILIling facility features hard ariodiZed Coltirig idvaticed polymer backsheet m . TEMPERATURE COEFFICIENTS the most advanceci equipment Produced in an • r2008 Voltage 0,VOC(%/°C) -0.335 and Technology a lineirirrinly - - Current a,Ise(%/°C) +0.047 Suniva is a U.S,-based company and materials.15 yezir limer,perfornianc, Pissed the most stingerit sall spray Power y,Pmax(%/'C) -0.420. Spun Out from the Georgia fech University Center of Excellence in 80'.puve,at STC) tests bised on IEC 61701NOCT Avg (+/-2°C) 46.0 Photovollaics(One Of Only tv.'o such Buy Ametica COMpliant upon request Passed enhanced stress lests'based on i - LIMITS research centers In the U.S.) Qualifies for U.S.EXINI financing IEC 61215 conducted it FmLinhofet Max.System Voltage 1000 VDC for IEC,1000 VDC for UL System and design services available Certified PID free Operating Module Temperature <0°C to+85°C(�0°F to+185°F) c AsR about our validated PAN files Storm Resistance/Stafic Load' Tested to IEC 61215 for loads up to 5400 Pa(113 pso; hail and wind resistant j Su*&n senres fire fight m hangg the data at any time.1 n- installation Manual Of zepsNeicom.'W 90 k",TC 4W,ON 2M. 'Tests were condudad on Module type OPT 60 sliver fame. ISAMD 00361 0- —, OUR PRODUCTS: Mono-ptlana Yodu4s Monoory.mm,.Caps OPTIMUS SERMS60cel1 19%+e6kbncy OPTIMUS SERIES 72 tell 765Peachtree avNorcross.Georg 3 0M USA v MutucryaW Ina Modutaa Balurc•of Syatam Sok#km ustrial Blvd., (BOSS) SunIva OMPP MV SERIES 60"1 RedfO,fnremmi,Batteries,Energy Tel:+1 404 477 2700 °�u04• MV SERIES 72 Cell Storage Appliances and EV Chargers www.aunM.com PMeaa x+°. 05 14 13 (Fla,Z) • u • solar=@@ solar=@@ SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P350 / P400 • Red nput DC Poweru 300 350 400 W ..............................v....................................P....................... ........................ Absolute Maximum In ut Volta a Voc at lowest tem erasure 48 60 BO Vdc MPPT Operating Range .................................... 8 48.......... R-60 B 80 Vdc ............................................................................................................................................................................ • Maximum Short Circuit Current(Isc) 10 Adc . .....................P........................................................................................................................................... Maximum DC In ut Current '.....................32.5..........................................Ada..... Mazimum Efficiency ...........99.5............................................ '...... Weighted EfficlencY. ............................9............................................I..% Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ' — Maximum Output Current 15 Adc .................................................................................................................................................................. ...... Maximum Output Voltage 60 _ - -- Vdc • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r' Safety Output Voltage per Power Optimizer 1 Vdc r• STANDARD COMPLIANCE t EMC FCC Part15 Class B,IEC61000-62,IEC61000-6-3 Safety IEC62309-1(class II safety),UL3741 RoHS I Yes ! INSTALLATION SPECIFICATIONS Mazimum Allowed System Voltage .....................................1000 Vdc .................................................................... j. .'................................. ...... Dimensions(WxLx H) 11 212x40.5/S.SSx8.34x1.59 mm/in ..........................................................................................................................................................................n ' _ Weight(including cables) 950/2.1 gr/Ib ..... .................................................................................................................................. input ConneRor MC4/'Amphenol/Tyco Out ut Wire 7 e Connector Double Insulated;Amphenol Output Wire Length ..................................................... ..... /3.0 I.......................1:2./.3:9.......................... n!.�n.... Operating Temperature Range -00-ag5/-40-+185 •C/'F . .............................................................................................................................................................................. Protection Rating IP65/NEMA4 Relative Humidity ....................................U:.300 ........ . - m xu�esn:owe.o�w mmavia zmmee a w w.sx voc.role,oae emwce. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE _ INVERTER 208V 480V PV power optimization at the module-level Minimumstring Length(Power Optimizers) ............................................................................................................................................................................ Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 J Maxim um Power per String ..._-...-5250,,,,,,,,,, 6000 ,._-..-. .....12750._:,.,,,,,,,, — Superior efficiency(99.5%) ..aral.......ngs...................�..................................... ........... — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Len hs. Orientations Yes — Flexible system design for maximum space utilization - - Fast installation with a single bolt R + 1 — Next generation maintenance with module-level monitoring j - - Module-level voltage shutdown for installer and firefighter safety CE ON USA - GERMANY ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us l I I i =@@soIar • • Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US_ SE380OA-US I SES000A-US I SE6000A-US I SE760OA-US I SE10000A-US I SE1140OA-US OUTPUT SolarEdge Single Phase Inverters 9980@208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 10000@240V. ••••..••••.....• •-•„•••• 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America 545D@�4ov. ................ ................ .�0950@240�. .................. ........... AC Output Voltage Min:Nom:Max.* J _ _ ✓ . 3-208 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC ..229 Vac ................. ................ ................ .................. .................. ........... ... .. .. . .. ..... . .... . .. . AC Output Voltage. . .Min.:Nom. .-Ma x.•.. .. .......J....... .......J J J J SE760OA-US/SE1000OA-US/SE1140OA-US z11:z4o:.264va............... ... .............. ............ . ... .... ...5(with .Icou..... ................ .................. ................. . .... .. AC Frequency Min:Nom:Maz.• 59.3-60-60.5(with HI country setting 57.60-60.5) .Hz•.•.. I - p 21 @ 240V 42 @ 240V " Max.Continuous Output Current...... .....12.5......I......16......I..... GFDI'.................................... .......................................................................I.......25.......I.......32.......I..................I.......47.5....... ....A..... 1 ............................................ .... Utility Monitoring,Islanding Protection,Country Configurable A..... �. _ ....... Yes............... - verte� Thresholds INPUT Recommended Max.DC Power•• 7500 9500 12400 14250 INYes fiy 3750 4750 6250 (STC).................................... ................................ ................. ................ ................ .................. ................ ......... _ `. Transformer-less Ungrounded Yes d Ine�� 500 ..c... Max.In put Vol[age ...................................2. 08V .. ..... ... .---............................. Nom.DC Input Voltage 3. . .208V.350 @ 240V•...,• .. ...Vdc._.. . ........................................... ................ ....... .. .... 16.5 @ 208V 33 @ 208V Max.Input Current••• 9.5 13 15.5 @ 240V 18 23 30.5 @ 240V 34.5 Adc P t - - Current ::::::::::::::I:::::::::::::::�..:: :::::: ....::... �.................. ::::::::::::::'•'� `' Max.In ut Short Circuit Curcent 30 ... .........................4........... Adc Reverse-Polarity Protection Yes .......................... . .............. .......................................................................................................................... ........... {. Ground-Faultlsolation Detection .,•••••..-.-,.-. 600ko5ensitivity _Maximum Inverter Efficiency •••97.7•,•• •_•98.2 98.3 98.3,••. ....9...... ........ ....• .....9....... ,...er ..... CEC Weighted Efficiency 97.5 @ 208V 97 @ 208V 97.5 98 97.5 97.5 97.5 % 98 @ 240V -_. 975 @ 240V J Ni httime Power Consumption <2.5 <4 W . ( ADDITIONAL FEATURES Supported Communication Interfaces R.. ...RS2.. Ethernet,.... ..(optional) ........................................... ...................... ............ ..................................... . ......... ..-- '' � � ,*"�^�" ! Revenue Grade Data ANSI C12.1 Optional .' STANDARD COMPLIANCE ................................... ............................_ .. UL1741 UL16996,UL1998,... 222 -- ` _Grid Connection Standards - IEEE1547 __ Emissions.............................. ...................................................FCC part15 class 8................................................. ......... 1 INSTALLATION SPECIFICATIONS - ry AC output conduit size/AWG range...... . ...................3/.. minimum/24=6 AWG................... 3/4"minimum/8-3 AWG r•r- i�', i DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG 6.............................. ................................. .................................. ...................................................... ........... Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ Switch(HxWzD) ..• 775x315x172 775x315x191 3..Sx12.5x10.5/775x315x260 Weight with AC/DC Safety 5wrtch 51.2/23.2 54.7/24.7 .......... ,•... 88.4/40.1...... .......... Ib/kg ¢ wi............... ............ ................................ .................................. .. ....... ..... .. .... Cooling . Natural Convection Fans(user replaceable) Noise <50 deA .... ................................................................... .................... .............. ............ ........... The best choice for SolarEdge enabled systems Min.-Max.OperatingTemperature -13 to+140/-25 to+60(CAN version****-40 to+60) •F/'C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Ranpe................................. ................................................... ........... .................................................... ......... Protection Rating•.....................• N EMA 3R .. .- Superior efficiency(98%) egiona... .......................................................................................................................... ........... •For other regional settings please mntatt SolarEdge wppon. Small,lightweight and easy to install on provided bracket •Umltedto125%for locations where the yearty average high temperature is above 77-F/25'C and to 135%for locations where it is below 77-F/25•r- Fordetalled information,refer to hn //^•^••solared¢ us/fil s/odfz/Imerter d ov rslzin¢a,Id.,df EtU11L-In module-level RlOT11LOrm •.'AhigherCurrent source may beused;the Inver[er wi1111mit its lnpui curtent to the values stated. - g ••CAN P/Ns are eligible for the Ontario FIT and mimFrT(ml-FIT exc.SE1140DA-US-CAN). Internet connection through Ethernet or Wireless - - Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 F 01 sunsysc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us