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HomeMy WebLinkAbout0169 SANDALWOOD DRIVE 1� 9 ����a��a� � �� _ � ;, i A L.T E R'N AT1'V•E 11%p� WEATHE•RIZATION TOWN BL MAR 22 AN 9* 5.3; Date: Town of Barnstable ' ..200 Main St Hyannis,MA 02601 a.44 e l �.=;.,.^:4: ''•t: ag : Re:Perznit# _' :•ys.:.;-,�-; >;::;'... t •1. �r wrk• o •:�. .',.':••�r .•......•..T,iie insulatton/weatbk. .. �' . : ..... e'.t�,:.: ... .,r... �•:s .:�1 n .;.Li i,:F 4.e::T'��: 'f�•(:, .i,+y�'i.' c 7 m leted 'd`a�o e wi •� �-� •'been co , . .. � ,...: •.h Timothy Cabral, President CSL-105454 58 DIGKINSON STREET FALL RAVER,MA 02721 (508)567=4240 ALTERNATIVEwEgHERIZAijON'@GMAIL.COM.'• ' I f APPhcatio.n number ... .. r: pawl m� Date Issued } L Building Inspectors Initials ,..., N iNABLE nn ;;nn 2 T�Jf4�±,� ► M1 aPIT?rcel ��...:.?, n M i DARN F $ TOWN OF DA.RNSTAB EXPEDITED':>PERMIT APPLICATION: ROOF/SIDING[ WINDOWS/DOORSr=S/STOVES/WEAnMRIZATION y PROPERTY L'NFORMATION Address ofu j Pro ect NUMBER 5: ': .STREET`' VII IAGE Owner's Name: hone Number -T Email Address: Cell`Phone Number - 1 Project cost$ ` Check one.. Residential- Commercial , OWNER'.;S AITTHORIZATION - r F T .As owner of the.above property I hereby authorize to make„application for a building permit in accordance with 78 MR Owner Signature: - � Q,f, Date: TYPE OF'WORK SidinJr g _ ❑'Windows(no-headerchange)'_# Insulation/Weaft iizat�on ,, x ❑ Doors (no header change)# Commercial Doors regrure an anspector'srevaew ❑ Roof(not apply�g more than.1 layer of shingles} Construction Debris will be going to CONT'RACT:OR'S INFORMATION' Contractor's name Th C, /IN'B • St 17 Home Improvement Contractors Registration(if applicable)# / �� 3 (attach.co Py) Construc#on.Supervisor's License# / y (attach copy) Email"of Contractor Gf&'rIG1,l`76Gtt), Phone:number. si'7T - (o7�i�a? 0. ALL PROPERTIES°THAT.'HAI/E.STRURURES,.OVER 75 YEARS OLD OR;lF THE SUBJECT PROPERTY lS 1N .. A HISTORIC;DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEfQREA PERMIT C-.BE,ISSUED. APPLICATIONNUMBER..........................................................:. *For Tents Only* Date Tent be erected Removed on number of tents total Does`the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date API IC T'S SIGNATURE Signature Date G All permit applications are subject to a building official's approval prior to issuance. 01/28/2019 09:04AM 5088331545 DECOY REALTY LTD PAGE 03 �SHfi �Q Town of 13arnstabxe RAICWA=•I - i ]Building Department Services 36l9• *0� Brian Florence,CBO jDFFo a��s Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstnble ma-us Office:508-862-4038 Fax:508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Michael J Aupperlee ,as Owner of the subject property hereby authorize -44=h 1-2� � ZQ; M, rl.0, to act on my behalf, in all matters relative to work authorized by this building permit application for. 169 Sandalwood Drive Cotuit (Address of Job) Signature of Owner Signature of Aipl== p l c)&A-00— M fi e/ 41U 4 a_e_v -�� �I o�� U e df! ? Print Name Print Name Date � • i The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Lezibly Name (Business/Organization/Individuai): ALTERNATIVE WEATHERIZATION, INC. Address: 2 LARK STREET City/State/Zip: FALL RIVER, MA 02721 Phone#:508-567-4240 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 16 employees(full and/or part-time).* 7. New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] ' 3.F� 9. ❑Demolition I am a homeowner doing all work myself.[No workers'comp.insurance required.]' i 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole 1 LQ Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.* 14.�✓ Other INSULATION 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no 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 Policy#or Self-ins.Lie.#: XWO(19)58867158 Expiration Date:6/8/19 1 Job Site Address: �(� � ,l���l.�1 �/' City/State/Zip: J Attach a copy of the workers' compensation policy declaration page(showing the policy number and piration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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 S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u d ain a p Iti s f perjury that the information provided above is`t ue and correct. OF Signature: Date: !� Phone#:508-567-4240 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#: • ACi;Z® Po6m/11/18 ATE( MIDD/YYYY) `�. CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Anthony F.Cordeiro Insurance Agency PHONE No. Ext: 508-677-0407 A//c,No): 508-677-0409 171 Pleasant Street L-MAIL Fall River,MA 02721 s: HSouza@Cordeirolnsurance.com . INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Liberty Mutual INSURED INSURERB: Ohio Security Alternative Weatherization INSURER C: Ohio Casualty 2 Lark St INSURER D Fall River,MA 02721 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDY/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY '' EACH OCCURRENCE $ 1,000,000 _I7AV7=RENTED CLAIMS-MADE Fx_1 OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 15,000 A Y Y BKS58867158 06/08/18 06/08/19 PERSONAL a ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO-JECT ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B AUTOS ONLY AUTOS OWNED Ix SCHEDULEDY BAS58867158 06/08/18 06/08/19 BODILY INJURY(Per accident) $ X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pera ccid t $ X UMBRELLA LIAB 1,­01 OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE Y Y US058867158 06/08/18 06/08/19 AGGREGATE $ 1,000,000 DED I I RETENTIONS _fP $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATU YIN N TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1 500,000 C OFFICER/MEMBER EXCLUDED? � N/A XWO58867158 06/08/18 06/08/19 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Action Inc and NGRID,USA its direct and indirect parents,subsidiaries and affiliates is added as an Additional Insured for General Liability on a Primary&Noncontributory basis per the terms and conditions of form CG2001 (04113),for Ongoing Operations per the terms and conditions of form CG2010(04/13),for Completed Operations per the terms and conditions of form CG2037(04/13)and Waiver of Subrogation applies per the terms and conditions of form MEGL0241-01 (04-11) Additional Insured for Automobile Liability applies per the terms and conditions of form SCA005(02/16) Excess Liabilitv is a following form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN NGRID USA ACCORDANCE WITH THE POLICY PROVISIONS. 40 Sylvan Road Waltham,MA 02451 AUTHORIZED REPRESENT 1 ©1988,-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i ♦ )st ,"f'� � "¢.�� �aa�s"X�a 3q��i.a-a � ,�q'; � �; ', "'�' 3�,€��,p� �%���`.�,�'�'^i 15 � � ,. i.;.•�, .. z •s � e*•` ;i { �,. * W s>..M'"C's n Ah �`r-1 ` iCJ!��3t i�7;✓U� \r-��IG��✓�,!/.J�i'�.flL.���.�..14'�� Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Ma��chusetts 02116 Name Improvemetractor Registration a f Type: Corporation f Registration: 175683 ALTERNATIVE WEATHERIZATION,INC 1 Expiration: 05J28I2019 2 LARK ST FALL RIVER,MA 02721 � y � x , Update Address and return card. Mark reason for change, _...___ ..,..,_w..._. ... DllXE33. 3+?SE LllLvrnant (-i Lee#.t`arri___..._._.. .A _. �.�>>/+�, ��.'i77.lY�f,'•)!!I'3fLj�Jt-C�-.;l/LC,LY..LLTftlL..l,'fI Office of Consumer emirs&Business Regulation HOME IMPROVEMENT CONTRACTOR Regiatratlon valid for individual use only. j; . rYPir:Cowatim before the expiration date, if found return to: $ Ciilti>xt# l iradon Office of Consumer Affairs and Business Regulation 05/2812019 10 Park Plaza-Suite 6170 ate' ALTERNATIVE WEAK 7A ION,INC. n,MA 02116 TIMOTHY CABRAL ` $ ,Q G 2LARK ST FALL RIVER,MA 02721 fJ'r V O 8 81}31ti6 llndersw 2#ary - � Application number �. Fee :e A .................. ...................................................... m F KAM Building Inspectors Initials... . ................s............. s6ss� . 0�'I �� sT tfl Date Issued.....:1.bb.11Ig................ ...................... (OWN u1- .bAH1TS1AbL b..[.. .......... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: t ROOF/SIDING/WINDO WS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: I# A NUMBER STREET VILLAGE Owner's Name: ,1 r' Af4f, Phone Number Email Address: Cell Phone Number Project cost$�/C�'7 Check one Residential �/ - Commercial , . OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR - Owner Signature: Date: TYPE OF WORK Siding ED Windows (no header change)# 0 Insulation/Weathenzation ❑ DD9 M (no header change)-# Commercial Doors require an inspector's review 52'Roof(not applying more than 1 layer of shingles) Construction Debris will be going to �✓ y, ' CONTRACTOR'S INFORMATION Contractor's name+ : oOw Home Improvement Contractors Registration(if applicable)#__'�y�Z (attach copy) Construction Supervisor's License# /3 (attach copy) Email of Contracto �STR f B�, ,� , Phone number - 'W ALL PROPERTIES THATRES OVER 7S YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE IS SUED. APPLICATION NUMBER ............................................................. �.. * 11 For Tents Only* Date Tent(s) will be erected Removed on number of tents total Does the tent have sides? Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one:this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent Fuel source being used LP tank 20 lbs. or> Yes No , if yes, a gas permit is required. Natural Gas Yes No , if yes, a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3.30 pm-4.30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature ,ti►. Date All permit appl nations are subject to a building official's approval prior to issuance. The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information OPlease Print Legibly Name(Business/Organization/Individual): :/ydMAur /�r► e Q/t p /l w,¢f Address: City/State/Zip: j..e ® Phone Are you an employer?Check the ap ropriate box: Type of project(required): 1.jE3'I`am a employer with 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- listed on the attached sheet. . 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers • # 9. ❑Building addition [No workers' comp.insurance comp.insurance. repairs required.] 5. ❑ 10. Electrical We are a corporation and its ❑ p s or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors 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. J / / Insurance Company Name: hit m l C� u�j� (,a L Policy#or Self-ins.Lic.#: _2�ffll IV Expiration Date: =/d ,dl7 _ Job Site Address: �L �n t City/State/Zip: (,d f.4 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 painivandpenalties of perjury that the information provided above is true and correct Signature: Date: Phone#: SW 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington,Street Boston,MA 02111 Tel.#617-727-4900 ext 446 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.govaa i 1 -Roof to be stripped and cleaned of all old shingles and debris -Roof to be papered with weather watch leak barrier,Synthetic roof underlayment, and installed with Timberline architectural shingles using galvanized nails. (Storm nailed) -All new 8 " drip edge and pipe flanges to be installed -Timbertex premium ridge cap to be installed -A 10 yard dump trailer will be needed on site; and will be removed at completion of the job -Contractor will be 'responsible for all building permits needed at the property NOTICE REQUIRED BY LAW With the agreement of the contract$500.00 of estimate is due. Further payments under this contract are as follows: 1/2 of the estimate due at the start; and remainder due at completion of the job. Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5% per month. The contractor warranties the workmanship completed under this contract for a period of ten years from the date of completion. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment, but the contractor shall not be responsible for the normal maintenance, repair due to abuse, misuse, and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the discretion of the contractor. The homeowner acknowledges that the form, content, and notices contained in this. contract are intended to comply with the applicable portions of the Mass. General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition, any such,portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrument on this date: Date: Homeowner Af /a de" Contractor a lr 7/ 7// I THOMAS HOME IMPROVEMENTS PROPOSES TO PERFORM THE FOLLOWING WORK: Location of proposed work: Mr. & Mrs.Aupperlee 169 Sandalwood drive Cotuit, MA 02632 Date on which construction should begin: October 2018 The homeowner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that cannot be avoided by the contractor shall not be considered as a violation of this contract. The contractor agrees that when such delays become known to the contractor,the contractor will advise the homeowner as soon as possible. The homeowner hereby acknowledges that in certain remodeling work,the demolition process may reveal defects in the existing structure which must be repaired, creating additional work which may need to be carried out in order to complete the work described in this contract. In such case the homeowner agrees that the duration of the work and the schedule date of completion may differ, and that such variation is not to be considered a violation of this contract. Cost for labor and materials under this contract: $15,189.00 30 yr.GAF/Elk Timberline HD Architectural shingle (Life Time Limited Warranty) In the event that while stripping the roof we find rot that needs to be replaced,the homeowner then has to agree and authorize any replacement or restoration. Then in addition to the above contract _ price, the homeowner agrees to compensate the contractor for any repairs or restoration at the hourly rate of$55.00 for a carpenter and$35.00 for a carpenter's laborer, plus the cost of materials. I - ........ f Jau01ssreuw0b. 3. 0=7- � 4 ar Z$9Zp } 3Aib blN.3l11A2131N33 ! Nil lON 6 svfnjOHl b Jloa OZOZ/ELlbO:se�idyr� #`� Rlfet�ad ':: E16660-ISSO S at a!d Re�adz s4+.t3nilsuo0 SPrepueaS Pue suo! ainsua J In6aa 6ni a lop�eo8 3!lleuorssa PI!n s4asny3eSse Jo toad Jo uo,sinEa ry, 4aleamuowwo0 J/Crvr�,�«,rt�te�,lt/ Office of Consumer Affairs&Business Regulation License or registration valid.for individual use only (HOME IMPROVEMENT CONTRACTOR before the expiration'date :If found return Registration ig-%22 Type: Office of Consumer Affairs and Business ytegulation 10 Park Plaza-Suite 5170- ` p Expin aort , 519CZQ18 LLC ,. - Boston,MA 02116 TROY THOMAS HO E- NTS,LLC TROY THOMAS 499 NOTTINGHAM DR CENTERVILLE,MA 02632 Undersecretary Not valid w' ut signature THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) UGMA LI DATA i DATE(MMIDOIYYYY)' Do CERTIFICATE OF LIABILITY INSURANCE. o5rzs/zola Al 'ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS jE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES jHIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE.ISSUING INSURER(S), AUTHORIZED ffATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. : If the certificate holder is an ADDITIONAL INSURED,the Policy icy, must have ADDITIONAL INSURED provisions or be endorsed.. ATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on. Pate does not confer rights.to the certificate holder in lieu of such endorsement(s). Co ACT Donna Ostrowski — NAME: FAX Insurance Agency,LLC 1111NE 508 957-2125 LAIC No:508 957 2781 0 Street E"MAIL •mark marks Iviainsurance-Com a,MA 02632 NAIC is / INSURERS)AFFORDING COVERAGE INSURER A:Farm Family Casualty Insurance � INSURER B: 4as Home Improvements LLC INSURERC: //BOX 177 INSURER D: /Anterville,.MA 02632 INSURER E: INSIfRER.F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: j 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, AD L SUBR POLICY EFF POLICY EXP. LIMITS (L TYPE OF INSURANCE POCICYNUMBER MM_DIYYYY { MMIDD/YYYY A X COMMERCIAL GENERALUABILITy TR 20OIX1416 5/01/2018 5/01/2019 EACH OCCURRENCE s 1,000,000 —ffiWAGE RE TED S 100,000 PREMISES Ee occurrence)._CLAIMS-MADE OCCUR �^� 5 000 • MED EXP(Any one person S 44CEa RSONAL 8 ADV INJURY S 1,000,000 I 2.000,000 AL AGGREGATE s GEN'L AGGREGATE LIMIT APPLIES PER: �j UCTS-COMPIOP AGG $ 2.000;000 'X POLICY lJ JE O LOC g 1 OTHER: NED SINGLE LIMIT g AUTOMOBILEUAB1uTY cY INJURY(Per persan) $. ANY AUTO iI ...-- _ OWNED SCHEDULED 1 BODILY INJURY(Per accident) S AUTOS ONLY I AU70S PROPERTY DAMAGE g HIRED NON OWNED P r ode t AUTOS ONLY AUTOS ONLY r 5 UMBRELLA LIAR ' I EACH OCCURRENCE S OCCUR I .AGGREGATE S i EXCESS LIAB CLAIMS-MADE Ig DED RETENTIONS I 5/01/2018 5/01/2019 A IWORKERS COMPENSATION 2001 W8053 STAT UTE ERH tAND EMPLOYERS'LIABILITY I. E.L.EACH ACCIDENT 5 1,000,000 {ANl PROPRIETORIPARTNEEUEXECUTIVE YIN NIA 1,000,000 IOFFICE?IMEMBEREXCLUOED? 1 E.L.DISEASE•EA EMPLOYEE S (Mandatory in NH) I I 1 000,000 If yes;describe under i E.L.DISEASE-POLICY LIMIT 5 ;DESCRIPTION OF OPERATIONS be(aw t DES C RiPTfON OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Carpentry Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,Waived,or extended the coverage provided by the policy provisions. - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN . Troy Thomas ACCORDANCE WITH THE POLICY PROVISIONS- 499 Nottingham Drive Centerville,MA 02632 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map Parcel 0�3 Application # CW/S-o //9� Health Division Date Issued Conservation Division ...Application Fee Planning Dept. Permit Fee-' cl/ � Date Definitive Plan Approved by Planning Board Historic - OKH IVS _ Preservation/ Hyannis Wo Project Street Address 169 �6\wau LuC Village lbitl4't' Owner �&.,0 Address �ravc. Telephone Dg 73 ?. aD 1(a -w,.-� I►v� A- (S; SS Permit Request Slug jcytbcAs on wok 6f , A-M h c w�`� 4h r�(r G' S �rt� b P S"I'n' _rD Cjc �n�cc-em.n �frc( l,�r Square feet: 1st floor: existing proposed —2nd floor: existing proposed Total new Zoning District _��-= Flood Plain Groundwater Overlay Project Valuation %trl,66b4' Construction Type Lot Size Grandfathered: ❑Yes 21 No If yes, attach supporting documentation. Dwelling Type: Single Family VA Two Family '❑ Multi-Family (# units) Age of Existing Structure $ L M. Historic House: ❑Yes 21•1\lo On Old King's Highway: ❑Yes ZNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other /\(A 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 ❑ Oil ❑ Electric ❑ Other AM— Ce,tral Air: ❑Yes ❑ No Fireplaces: Existing nil New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siz ool: ❑ existing ❑ new size Barn: q existing 0:-hew?sizeAJ Attached garage: ❑ existing ❑ new size#D�Shed: ❑ existing ❑ new size 'Other: r 02 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial) LJ Yes 9 No If yes, site plan review# J Current Use 5� Proposed Use 0 h `' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name t I'Sne-r- Telephone Number Sig 6, �b 3SQ Address W e%fit . License # n� b Home Improvement Contractor# Emailr I wc= Worker's Compensation # WA 761.J�d 46 5 da ALL CO &RUCTIO(N�DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO O0.Ckwy,,► s,) a-� SIGNATURE DATE_ 7 ",lam �r I`l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER P. DATE OF INSPECTION: FOUNDATION FRAME INSULATION 7 FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. w 816artl of 8uiitl+np R"W010pf and Star$tarai t#,ceA60 CS-108615 JASON PATRY $21 STEWART DRIVE. * Abington MA OZi1 G.satyr �v r��w+ 02=12019 Office of Cossumer Airaim&Business Regulation x HOME IMPROVEMENT CONTRACTOR Rogletsatlon: 168572 Type:!` Ezplmllon: 3f81Z017 Supplement C SOLAR CITY CORPORATION JASON PATRY '24 ST MARTIN STREET OLD 2UNI � �- WALBOROUGH,MA 01752 UoQetseereasy, f `j3=- ' Office of Consumer Affairs d Business Regulation �(y a , 10 Park Plaza - Suite 5170 '�R,x.cz or Boston, Massachusetts,02116 Home Improvement:Contractor Registration Registration: 168572 tf Type: Supplement Card SOLAR CITY CORPORATION ` {� Expiration: 3/8/2017 CHERYL. GRUENSTERN _- 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. Address Renewal ; Employment Lost Card III a(I Tr( 7/ - free of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: jOffice of Consumer Affairs and Business Regulation Registration: 168572 Type: IQ park Plata-Suite 5I70 Expiration: 3/8/2017 Supplement Card. Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY -- t lt°ts1 _'y, tic z it SAN MATEO,CA 94402 Undersecretary -Not valid without signature y� . t i The Comnonwearith ofM=whusetts - , ,Deparawnt of Induoid Accidents q ce of Invesdgatdm ' I Congress ShW4 Stake fee Boston,MA 02II4-2017 wwaamamgorv'daa Workers'Compensation Insurance A,ffidavrt:Buiflders/Contractors/Eiectricians/Plumbers AnnllcaW WorMabion ]Please Print Legihty Name(Busineworp vationandividuaW SblarCity Corporation Address: 3055 Clearview Drive City/State/Zip: San Mateo CA 94402 Phone M 888-765-2489 Are you an employer?Check the appropriate bos~ Type of project{require ?: 1.® I am a empIdyer witho 4. I am a g contractor and I employees{full and/or part have hired h hired dw S. New construction 2.❑ I am a sole proprietor or partner- lilted on the attached sheet. 7. ❑Remodeling ship and have no employees 'These st*Hmutrxtors have 8. ❑Demolition working for me in any capacity, cmploym and have worlaers' 9. Q Building addition [No workers'comp.insurance tromp.in_suracw i 1 5. [].We arc a corporation and its 10.11 Electrical repairs or additions 3.❑ I am a b,omeowner doing all work officers have exercised their t LE]Plumbing repairs or additions, mysclE(No workers'comp. right of exemption per MGi, 12.Ej Roof repairs insurance rcOire fl t c.152,11(4),and we have no employees.(No workers 13.N Other solar ganels comp,ina mme required.] 'Any apgtituett dm dwh hart Ant must dso fig out the Mtbd below showing 1hdrW0d='cM0P@=xdW policy i hnmtiaa . t Homeowners who sd ank this afMvit indlca*they we doing aU work and dwn hire amide co ttamm num subwh a new affidavit bffl aftg si& konaacows drat cheek this box must aaw'bed an additional sheet shouting the t�aMe m and staLe whether or ant dim entities have ennployoes. If thesub-comacam bave employees,theq mum paovide ft* wokess'comp.pokey-nob r lam an employer that is proyUbtg workers'compensaden bsurance far my employees. ,below is the policy and fob site t�rformatiota , laswrance Company Name: Liberty Mutual Insurance Company Policy#or Self-urs-Lic.n: 'WA766DO66265024 zonation Dater 9/1/2015 169 Sandalwood Drive CoWit,MA 02635 Job Site Address: C.aty/State/Zip: _ Attach a copy of the workers'compensation policy tdedaration page(sbowbtg the policy number aid expiration date}. Failure to secure coverage as ralaired under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of s fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Of5ce of Investigations of the DIA for insurance coverage verification. I do hereby r under the ,!t'. d awes ofp 2&2 diet die In ermation pmaded above is tree and correct S' re JIDate uly 1,2 15 . Phone#: SM.314.1581 0,0%W use only. Do not write In ibis area to be completed by city or town qoWaL City or Town: Permit/Liceme n Issaing Authority(circle one), 1.Board of Health 2.Building Depacgnent 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector- 6.Other Contact Person: Phone M CERTIFICATE OF LIABILITY INSURANCE f M CMUNMATE 13 IS M AS A WT M OF WOMIM ONLY AND CQWM NO MM UPON THE GWMV=Jrg MO6AIUt.THIS 6LR1YPMVE OM Wr AFRMWMY OR NMTPJMY AfiMW.EXTEND OR AI.M THE COMAGE AFRIRM IW 7W MUM OF.LrOK Tidf.4 CBttiFICATE OF ONURJII= PM HOr COMIMM A OommCT Bel 7m MemG mOURMM AI►SH4R wo ESENMTNE ORP[IODUCE P,AND THE CATS HOLDER IMPORT N tft awtWamb&Mw is eR ADWONAL MIMURM on panwj(ho mwt 4e aWamed. If SIMROGATKW 18 VYAMHk WAXaft for the iuip and oohs at Bps pdby,carb p PaRcbs mmY apquleo sit andongouiYM. A its on Gft oadfRedo deal pd confer d&W to Ow �IIIbSx f111M.Ei 315CdILB�f09A5fREET,VAE M CAL4 W UMMKO fNTj 65t A SAM�CA 91901 ' NAICN 89EgOf$R@6AlgUEd4•G5i _ aaR-Lihedyt611fidFaIx1f✓ BIStBi�(58>)g�8£dy F 4W 4� �xsaraetc:� lN< So Mft.OkD: HER F OOVERAM CERTIFICATE NUISER: 8Ekm4m 9Q !1 •4 TW IS TO CERM THAT THE POU 3M OF INSURAMM UBM 99 OW HAVE BEO SSUM TOM gVSMW WMW AWO FOR THE P oucy PERIOD OIWATED. NGTMOMANFMIM ANY MOLMEbaW,YEW Ott CONDtWN OF AW COMRACT OR OUM t3=WBff WM RESPECT TO VORM im " C3iTF=n NAY BE AWW OR MAY PERTAW,THE OWRANCM:AFFOROEA BY THE POLIM D=tWD HERM 18 SUBJECT TD ALL THE TE7U4 E9CQAMM AM COMMM OF SUCH Pam.UIiAITS SHOM MRY NAVE KEN REIAICEA BY PAID MAN& YM*Fna M lJ®1S A a uAasdtY 093117lii4 EUHOUCtWjq3= s }yp�,ppp x '�fABHIIY �1-{�l acmNwF7Q'�Itlyaoe a 6 _--... t rsAavaaau�r • toogede seA �caarAaatJMr iPROmM-CMWWAM s MOD x x Im LOC I 1 i A ALWOUOMtOUMM 40fi6 Odt S tA00,WQ g IW OWWALL&AWO RI LY�NAJRII(ikrF.,.o„� A BOaRYVitRClfeOcf�go4) i_ - x HOWAIMS x s x Ftl1DOW >xOt a i1.9001ii.000 a u we em oat a Px�ffium � a i f 13 B AaD Y9rcPARTH RMECUffM TIN 'WL7�i M 09191W4 5TA 77 111A S,_EAMAfxVga � $ aftmalg7ki" WCU835pA0D FtmarAe _d► ajj $ 1808 aF ewew i ei. -PBIICY� tbdKas ar[AAr+.oC�►�Ia lvela�.qa.a, �D1,A�um.tR�sd�o�fs,aroa.�e+rs Gdaraaotlsaae�s. J CERIIFlCATE HOUM CAMOUATM OFrDl7ill Aln" THSA9p1iE POOR a TW EXPIRA" WE 71 F, tIOIEE %U 1W ORWEM.. IN Sanh6Neo.CAe4 ACCORnAWIMINVOMPROWIMM , AUtNOx®INrAnva ': oe�eanW stiuxanggf�meeaarvlu�a 01288.21"0 AGORD CDRPORAUK Afl WOO reewvtl. ACORO u t1L" The ACM and hVo am mgWnod iL o of>COW ` Version#46.4 po•; SolarCit y �1{ OF �{ June 30, 2015 N G Project/Job# 0261293 c RE: CERTIFICATION LETTER Project: Aupperlee Residence 169 Sandalwood Dr S NAL COTUIT, MA 02635 07/01/2015 To Whom It May Concern, 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 - MP2: Roof DL= 13 psf, Roof LL/SL= 18 psf(Non-PV Areas), Roof LL/SL= 9.9 psf(PV Areas)' - MP3: Roof DL= 13 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL = 10.5 psf(PV Areas) - MP4: Roof DL= 10.5 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 = 0.19312 < 0.4g and Seismic Design Category(SDC) = B< D 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. r Digitally`signed1by Nick Gordon Date:2015.07A1�09:14:20-07-00' 3055 Clearview Way San Mateo CA 94402 r 650 638-1028 888 SOL-CITY F 650 638-1029 solarcit .com I Y � ) ( ) ( ) Y A7 RUC 243771,CA CSI.B 888104,C0 EC 8041,CT WC 0632778,DO M 0 7110140%DC HIS 71101486,111 CT-29770,MA MC 1438572.MO MHiC;28948,NJ INH061601m. - OR CC$180498,PA 077343,TX TUIR 27008,WA Ga—.W ASC'91207 0 2013 Sol&Ofy A5 rph,a reua 'j' n , 06.30.2015 SolarCityPV System Structural Version#46.4 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Aupperlee Residence AHJ: Barnstable Job Number: 0261293 Building Code: MA Res. Code, 8th Edition Customer Name: Aupperlee, Sandra Based On:i IRC 2009/ IBC 2009 Address: 169 Sandalwood Dr ASCE Code:'I ASCE 7-05 City/State: COTUIT, MA Risk Category: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.642595 -70.451313 Stamp Req'd? Yes SC Office: Cape Cod PV Desi ner: Christian Irwin 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 = 0.19312 < 0.4g and Seismic Design Category (SDQ = B < D 1/2-MILE VICINITY MAP CIO 40 130 • • CahoonQ Dig-Ralul• • • of Americ-an .•b- MassGIS, Commonwea[th_of -tts EOEA, USD &jvice Agency 169 Sandalwood Dr, COTUIT, MA 02635 Latitude: 41.642595, Longitude: -70.451313, Exposure Category: C t ' STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.24 ft Actual W 1.50" Roof System Properties • US07an 1 ' " ` _ 9.43'ft°'5' T "Actual D;-" i "5.50' m - Number of Spans(w/o Overhang) 2 San 2 1.81 ft Nominal Yes Roofma Material Comp Roof, -Span 3 a v. "r ,.9. :-�Avb, A, 8.25,in.A2 a%. Re-Roof No San 4 S. 7.56 in.A3 Plywood Sheathing .• Yes `` "Span 5 `i `20.80 in.A4 Board Sheathing None Total Span 11.48 ft TL Defl'n Limit 180 Vaulted Ceiling ,k = Yes PV,1 Start 0.67•ft Wood Species SPF F Ceiling Finish 1/2"Gypsum Board PV 1 End 10.50 ft Wood Grade #2 Rafter Sloe 420 r PV 2 Start. FFb, :,, n. 875 si: Rafter Spacing 16"O.C. PV 2 End R, 135 psi To Lat Bracing 4W �� �Full W, "K I`PV 3 Start" �� �� �;. �" r1�" ��E '� "� 11400000 psi Bot Lat Bracing Full PV 3 End E' in 510000 psi Member Loading mary Roof Pitch 11 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.0 psf x 1.35 17.5 psf 17.5 psf PV Dead Load ., , ry. . .. PV-DL.- -v 3.0 psf x 1:35` t7 4.0 psf Roof Live Load RLL 20.0 psf x 0.65 13.0 psf Live/Snow Load �#A LL SL11Z i Ikl" t 1.30.0 psf wz1 x 0.6', 'l x 0:331 '118,0 psf ll: i # 9.9 psf ' Total Load(Governing LC TL 35.5 psf 31.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.91 Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL H CF Cr D+S 1.15 1.00 1 1.00 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 30 psi 0.2 ft.- 155 psi 0.19 D+S Bending(+)Stress t 458'psi V ` r4.0 ft.� ., „ , t 1504' sip ='..0 30"' '' "W.`"D+"S>. � � �� Bending(-)Stress -624 psi 7.2 ft. -1504 psi 0.41 D+ S Total Load Deflection _ .0.23,in. � 655: : ;.4.4 ft.. A_... 0.85 in., ; 180.a t== . 0.27k, 4x, k, �D+S [CALCULATION OF DESIGN WIND LOADS MP2 Mounting Plane Information Roofing Material Comp Roof PV Sy_stem Type a *t : a w 04 m SolarCity,SleekMountT"' Spanning Vents No Standoff., Attachment Hardware _ , H Comp Mount Type C Roof Slope 420 _Raa7fter:Spacing_ 16"O Framing Type Direction Y-Y Rafters Purlin Spacing w "',, I -, �m j_X-X,Purlins Only " . ; NA.. . Tile Reveal Tile Roofs Only NA Tile Attachment System-_, ' -Tile,Roofs Only NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method s._ -__Partially/Fully Enclosed Method, Basic Wind Speed V 110 mph Fig. 6-1 C _- Exposure Category '" 7 _ _ '' �' Section 6�5.6.3 Roof Style Gable Roof Fig 6-11B/C/D-14A/B_ Mean Roof Height- v � h � o ,,, :r�} 25 ft� 1 ,,3,, ,;a � Section 6.2 �� Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 +° Sectiorr6.5J Wind Directionality Factor _ Kd 0.85 Table 6-4 Imliortdrici Factor ^1, 71 7,:� 77 •x,. w a10 t, s 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 GC u -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down "" GC E�W° '" "° f 44 2' 2? 4 0.87IV, ;;y IS • Fig.,6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U ° -23.6 psf Wind Pressure Down 21.8 pif ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape A., 39" Max Allowable.Cantilever _._, J Landscape. 24" fVA_ Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib' '" "" ° "° "` 17 sf' PV Assembly Dead Load W-PV 3.0 p_sf - � - _Net Wind Uplift-at Standoffa � '" �T_actual a � " _ ,-390 Ibs — - k Uplift-Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci _. DCR 78.00% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Ailowable,Cantilever y -, x Portrait - � -_ x: 17". NA Standoff Configuration Portrait Staggered Max Standoff_Tributa A_.rea —Tr to - 22 sf PV Assembly Dead Load W-PV 3.0 psf NkX d plift at Standoff '6' T=actual " -488 Ibs m,� Uplift Capacity of Standoff T-allow 500 Ibs 1 Standoff 5—emand/Capacity, DCR STRUCTURE ANALYSIS - LOADING SUMMARY AND'MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties f ,S an 1 t, E _*9.97 ft ,,Actual'D> "`5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material u m- Comp Roof" g' "'S an 3 m '` A . a8.25in.^2 Re-Roof Yes Span 4 S... 7.56 in.A3 Plywood Sheathing' a Yes a r., ` ' San 5 * .L,„ I, 4 20.80 in.A4„ Board Sheathing None Total Span 11.13 ft TL DON Limit 120 Vaulted Ceiling . a = _ Yes .k A)• ip v PV 1 Start' 0' V �4.42 ft '~ Wood Species SPF. Ceilina Finish 1/2"Gypsum Board PV 1 End 9.42 ft Wood Grade #2 Rafter Slope m 400 ".`. �PV 2 Start =; w -,Fb 875 psi> Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing ., A n. 7 -A, Full a zPV 3 Start v k5 711 v E.9 f 1400000 psi" Bot Lat Bracing Full PV 3 End Emig 510000 psi Member Loading Summary Roof Pitch 10 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.0 psf x 1.31 17.0 psf 17.0 psf PV Dead Load _ �' n PV-DL.a 3.0psf,., M x 11.31 - K jA, �z 0 v,3.9 i psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load r°LL SLl? fi _ - 30.0 psf° x 0.65 x 0.35 ,19.5'psf 10.5 �f W Total Load(Governing LC TL 36.5 psf 31.4 Dsf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg;. Ce=0.91 Ct=1.1;Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacitv DCR'`' Load Combo Shear Stress 42.psi 1.2 ft. 155 psi 0.27 D+ S Bending(+)Stress n' " 818 si.�. '6.2 ft.�. R,_.. °. 1504 psi Bending(-)Stress -88 psi 1.2 ft. -1504 psi 0.06 D+S Total Load Deflection t. ... A, ri: 0.54 in.-] 1 291 P 6.2 ft. 41:3 in "1 120*, 41 1 0.41 v# ;0' D+S 4 4 [CALCULATION OF DESIGN-WIND=LOA®SZMP3 Mounting Plane Information Roofing Material Comp Roof PV S stem;T e y ; i — , �-- --- _ y yp Soli rCi SleekMountT" Spanning Vents No Standoff Attachment Hardware v. "x .:z, ... Comn Mount Tvoe C ., " Roof Slope 400 Rafter spacing x .. < ., > � . 16 O.C. A. x Framing Type Direction Y-Y Rafters Purlin Spacing L ,,, - . Tile Reveal Tile Roofs Only NA Tile Attachment System _TileRoofs Only> .NAm p A �, . - Standin Seamffr`ap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method fi` Y _ __° Partially/Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure CategQCY.�. - i Cep 6" Section 6.5;6.3 - Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height -hr <..,: s w ;25 ft ., Section 6.2' Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor• ; Krt _ m 1.00 Section-6:5.7 6 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor x -- --I�, &, , ,. � _,4t 1:0, Table ti-1. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) - pEquation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down " '11, 9,0.87 `' x, Fig;6-11B/C/D-14A/B Design Wind Pressure p p =qh (GC) Equation 6-22 Wind Pressure U ° -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max:Allowable Cantilever._ Landscape ', 24" _ NA' Standoff Configuration Landscape Staggered Max Standoff Tributary Area _ i x o �Trib< $. f_ . ,n,17 sf PV Assembly Dead Load W-PV 3.0 psf Net,Wind_Uplift_at_Stando_ff °' T-actual '' -389Ibs Uplift Capacity of Standoff T-allow 500 Ibs — Standoff Demand Ca aci Y ... _. •r:. .4 ___v _DCR � "77.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable,Certtileye_r portrait `° "� '� °° '17" �t � NA Standoff Configuration Portrait Staggered Max Standoff-,TributaryArea . , Trib p 22 sf`'' " � _ -- - PV Assembly Dead Load W-PV 3.0 psf Nets-Wind Uplift at Standoff T-actual 487 1bS 5, t. Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 97.5% wx STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof stem Properties -'S an 1 x 13.53 ft '" 'Actual D "` 7.25" ' Number of Spans(w/o Overhang 1 San 2 Nominal Yes Roofing Material Comp Roof 11 :S an 3 a, . ' `A 10.88 in. 2 Re-Roof Yes San 4 S. 13.14 in.A3 Plywood Sheathing "Yes- "' Span'S -1 7 47.63 in.A4 Board Sheathing None Total Span 14.19 ft TL Defl'n Limit 120 Vaulted Ceilin "' No'rr"' PV i Start w `1.17'ft Wood Species !Mq SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Sloe r y 4011 1801," „PV 2 Start * - 0 `k 875 si F � r Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing 1' A Full r' r. ---P_V 3 Start 00 ^- ";' F AE Sih1400000 psi Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 4 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.05 11.0 psf 11.0 psf PV Dead Load ram. ALISPWDLI. 01 . IFUO psf -0, 1 . x T1:05 p; . N, 40 _Vrw Zel 3:2, sft Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load , LL SL1,2 4 tr400.Oipsf ia� 4 0.7` [x 0:7 '; , 21 0;psff :h. 210 psfAL Total Load(Governing LC TL 1 32.0 psf 1 35.2 psf Notes: 1, ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cr)(Is)pg; Ce 0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CIF Cr D+S 1.15 1.00 1 0.43 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 41 psi 0.7 ft. 155 psi 0.27 D+S Bending + Stress` �974 psi "' 7.4 ft. 7 1389'psi 0.70 '` D+S Bending - Stress -9 psi 0.7 ft. -597 psi 0.02 D+S Total Load Deflection P" s 0.58 in. v 293` "'7.4'ft. 142 in.-;' LJ120 Al G D`+S .4 CALCULATION OF DESIGNTWIND_LOADS;14P4__ 4 Mounting Plane Information Roofing Material Comp Roof . _' 4SolarCity S eekMouW,,— ?VSystem Type `_ � „�" Spanning Vents No Standoff, Attachment Hardware r. _¢ •Comp'Mount:Tvoe Cj :4- : Roof Slope 180 Rafter Spacing _ 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins_Only _ NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only ` ,StandingSeam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method _ - Partially/Fully=Enclosed_Method Basic Wind Speed V 110 mnh Fig. 6-1 Expo_su_re Category C "'` Section 6 5.6.3 ` -_-- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei hf', h' �" 25 fE:., Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic FactorKrt ° , 1.00' yxSectio6.5..-•=� Wind Directionality Factor Kd 0.85 vTable 6-4 Importance',Factor— � � xI :. n4 �—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 GC u -0.87 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient` Down GCS DoW° s , " .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 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape_- 24 NA Standoff Configuration Landscape Staggered Maz_Standoff Tributary Area Trib ` _ 17 sf,°'° PV Assembly Dead Load W-PV 3.0 psf - 9 Net d plift_atStandoff °= Tiactual�,� '' • �. � -351 Ibs � � ��_ �� �_• Uplift Capacity of Standoff T-allow 500 Ibs Standoff-Demand Ca aci a: DCR M.2% X-Direction Y-Direction - Max Allowable Standoff Spacing Portrait 48" 66" MaAllowable. antilever,�,� �. ^ Portrait b 19" _ NA Standoff Confi uration Portrait Staggered Max Standoff-Tr ibutary Area Trib 22 sf --- PV Assembly Dead Load W PV 3.0 psf Net Wind UUplift at Standoff_ _,_ Tactual . 77 77 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci ,, 'vim. A .;DCR A _ � 87.9% ", � 77,; 777 7 f �-b 7 6 0, 00 IN 'V LOT 00 30 ' F-20/v 7- L<. :::A 'T/O n..J !�O T U r C 7-6)wn) o F AJOIII L 0 GA Te- n A 5 S f-10 kCY J 4 AJ 7q& /-4 rOF 7`A+AT vVEZ6 �nJ E=, F rA r Tf-/e 7-/1IE 8E itiG G-07 . �� A 'S,�Jl�Gc/�J ��✓ tN of J 45A P—/`l:5rA 4 LE Lev�T/ T����. C3� 2>e6ZP �. GE su L Assessor's map and lot number .....n...... :.. -V ���/Gi 2--1 c—/ SEPTIC SYSTX W- 7� � � INSTALLED IN COMPLIANCE Sewage Permit number :.... :..... ........ ................ g , WITH' ARTICLE II STATE ti L... _ SANITARY. �;, •-, �' CODE D TOWN�F1NET0 TOWN OF BARNS I'Lr I P nLEE ' l} BASBSTAU E F BUITL01111 INSPECTOR UM& APPLICATION FOR PERMIT TOE ?i�/.:(.�.k!,G .... .. !. .T.YPE OF CONSTRUCTION E, .O.&4f... . .. .4'Yd.l°............Q�14f1 �1.` ........................................... ........ ....................197 TO THE INSPECTOR OF BUILDINGS:. The undersigned hereby applies ssgfor a permit �a(ccoProding to the following information: i �+] Location .....: ®. .. ..........4-��G�....CA. .'.1.....11!��ldt�.li'!'......... 4,I.�je:(...�1... .....��..t.:v[c�1!(��... ProposedUse .......... 1/. ?? .................................... ...............:.......................................... ................................. Zoning District .....Fire District ............ ?T..4P.:....................................... ........................................... Name of Owner �Q / L'h.. !'A9l4E'..:. S�QC.... !?�c..Address .../ ��... . .......... ......... f.. P.C...(�! 1 ... Name of Builder ...........�2l�ec�Ein..........................:....:.....Address .......................... � .......................... ,. Name of Architect ...... L�[,��ilo�<' ....................................Address .............................��..`.�`?i1� Number of Rooms .......................4........ ...............................Foundation ....:.A �t.... JJ �C-r I /� Exterior .1 r...T 7#....f3p'.... �`��; ?�....,Ja [ t:tt Roofing ;....rC�.. .........�/..........�� '"`./.!........................ Floors / f` ...........'..........:.....Interior ........� .. ./I..:. ................. ........................... .� .. Heating ..... .....CS.t../................... .. �-- .........Plumbing ..., r '' .. . COCA¢o2 ................................. .. � �p ��C � Fireplace ...jt.5�;[...... ��....ei..l.� ..................................Approicimate Cost .................... .. . Definitive Plan Approved by Planning Board ---------------_---------------19________. .............t.. ............... Diagram of Lot and Building with Dimensions �4............... SUBJECT TO APPROVAL, OF BOARD OF HEALTH e 5 �1 Ra I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. /I Nam .L .../P7�1 ............... 19405 ''ellogen - Ferrone ' f m10-133 Sewage 388 No ...9405 permit for�wellin ...........................�r. ............................................. Location...... Q k ((�..San46 ego-ad. i.......... CO tLl l t ..................................................... ...................... Owner ...Tellegen..-.. Fervone....................... Typelof Construction .....Wood..Fxame.............. ................................................................. r ..' - = "'' ,`� "..� .ter• l i Plot .ICJ CIA33........... Lot ................. ... ......... Permit Granted ........July.. ..1.5 .! !19 77 Date of Inspection ..l..-Ao2r� 7 7"' 0 ...19 Date•CompletedV ...J.. PERMIT REFUSED 41 '. ................. ......................... ................. • �'. T �• ............................................. ... .................... Approved ............................................... 19 • .......................................................................... ..................... .............. ....................................... .V.1„ ,�...--s'* y,. 5 ;1� •�;, ". ""t«+.b'''""'ctr•� .-f>. -..,:.:.�7�..�.:. .v....�.a:�......re,t-v+".:-r. ;,ew� *`�+�'" :a r�- Assessor's 'map and lot number .... .......� ............... C - �"lF 17 ' Sewage Permit number ..... ,. 4 r _ ..............:........ N � � 3 'It"ET°�� TOWN OF BARNSTABLE i B9flBSTABLE. NAM am :e�� BUILDING INSPECTOR ar°'' APPLICATION FOR PERMIT TO ........... ...............I............................................................... TYPE OF CONSTRUCTION .. .(�S�A'E?G�r,_l.. rPJ",l e.... ...... W. c yr` ................................ ..........:%/1�......................19�7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereebby' applies for,a permit according to the following iinnforfmation: P Location ......... ... ... �C/ t�O.if:!.".�.:'!(ll��t�.�'���rc� +..��Gi.�tl.l�'A��:.f�4��.:! .....�4.�..����Jl�l.��. ProposedUse ....:.M..:!S.✓! �1:' ?}.. ...................................... . ....................................................................................... . A .Fire District ... ....::6Q.1.K. . !. Zoning District ........:....... ..... ....................................... _ � fi� � ......................................... ;.!®Mi .. A� :dNc..Address .�.''.5�� .... ....:J?.7.3.........4:.t? t'!`..t&�Ik... Name of Owner 12 e►�.., �'• , -�- f tr l-,,, C c Name of Builder . ......".I. {/jP. E ..................Address.................... .... .. .....{..r.............1... ........ Name of Architect ......! . {.. ' Q ................................. Address .. ................... ........`... ...... ........................... ..r Number of Rooms .....:..................................Foundation ......�d ... �. . 'G�...... t •?�4^<'7. '..... C �" ' r,� ' drr r Exienor .,....! ..// /�`:►t.�7.d�.... dgm.14Roofing ....9. 3., .. /i.. .......... ................................ Floors .... ...........................Interior l........................... e� le ..... ..... .. ' / JHeating /-1. ....! P.lumbing C"4 'J07 e/....... Fireplace ...Gf �P' /4�i/ � ?GT. :ar.....................:...........Approximate Cost .... ................................I ��..s.� �«. Definitive Plan Approved by Planning Board -------_-------L---------------19--------- lea'' ........... Diagram of Lot and Building with Dimension's e (a �� SUBJECT TO APPROVAL OF BOARD OF HEALTH J� I( 4 LI eL�sf�,J I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam .G7�, !4.......... ..................... 19405 Tel1eA@u ~ Ferronm Sewage 388 M10- L-33 ' No - --fO-tmitfor — —.---. ' � --------- � f � Location —Lm�t..�.��.S ����.»'___.. Cotolt_____---------- ' . Owmur .---- ��`..�. ____ Type of Construction .....KqIRdJBAPq............... ' ' � -------.------------------.' � Plot ............................ Lot ---.1/)---....,— � . . � Permit Granted ............ olv....15........... g77 , Date of Inspection ------------l9 Date Completed ------------.]g � � � PERMIT REFUSED ' � ..---..---._—.---------- lV ` � ---------�---------- —. --. . _ . ____ _ . ~� X � '-- -- '' ' � '----'--' ' ' '�--'' � ~y � U ........................ ,�.=�—...—.--..—. � ................... ....................................... . �. � Approved ................................................ lg ' � ^ ---------------.~----.--.—.—.. � � � . -------'----. ... . ... ..—. � Assessor's office'(1st floor): • /� 6 �y// Assessor's map and lot number .....................`.. ..............,.. SEPTIC SYSTEM MAST S y F THE t0�` Board:of Health (3rd floor): `'7-_ S P IA o" TALLED IN CO L IV �... ..!.... WITH TITLES Sewage Permit-number MUMBLE, S . ENVIRONMENTAL ADE A r b a Engineering Department (3rd floor): ar' ®� oyHouse number ................. ...... l T4O a.0� APPLICATIONS PROCESSED 8:30-9:30 A.M. and. 1:00-2:00 ;P.M. only TOWN `OF BARNSTABLE BUILDING NSPECTOR APPLICATION FOR PERMIT TO ..... .... A......P ....J"pp .......1 IG �I/ 10 ..�� TYPE OF CONSTRUCTION ...:.... . .....:.�d...14.(M.4.7.............................................................................. r 3-------.....i 9---orz TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location G..7.......... !'tT/ ���C. l.B.4,1�........�llp....... C e.?. ��f............................................................................ J ✓. ... ProposedUse ..... '�!..1'Cf. ./........................................................................................................................................... Zoning District ..................................Fire District .............................................................................. ` Name of Owner ..................... .. ... ....:....�C.........Address .. e'/..,/ .5; l�7 '4.�... ............. \X Name 'of Builder ....................................................................Address ..............................................:..................................... Nameof Architect .................../.''..............................................Address .............. ................../................................................. Number of Rooms �...............................................Foundation =/��G'` ...............0�. ............ ... ............ ................................................ - Pc. Exterior .... / .......... �+� 3. .........../...��......Roofing .......... /�� ............. t �ll. .. Floors .1l N� s� •••••• •••• /� . Heating /C,� V ..............................Plumbirig ...........1 ......... .................................................... Fireplace ............ J f dt (1 Approximate Cost, ........ .. .. ..:��..................................... ............... Definitive Plan Approved by Planning Board -----------: - f 9 Area .5�..... ................ Diagram of Lot and Building with Dimensions Fee /�............ ..... . ........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH ---. �A 151�iN� A C105e-- CtoSel ' etc ta_ P 1 A OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS \ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ame .. ......... Construction Supervisor's License ... .... ... ...................... 67 AUPPE RLEE, MICHAEL J. '21011 Build Addition No............ Perniit for .................................... Single Fai�ily Dwelling ............................................................................... : 169 'Sandalwood Drive Location ................................................................. Cotuit ............................................................................... Owner ....M.i.c.hae.l.'..J.....A.u.p.pe.r.l.ee.................. Frame Type of Construction ................................ ......... ................................................................................ 1-C Lot ................................ Plot ................. ............ N. Permit G�ahtecl ......�Ia I.Q..................19, 86 Date of Inspection .7/9'7. ............19 Date Completed .......... .............:19 M Cr Assessor's office (1st floor): /D o-32 ` o FTHEr Assessor's ma and lot number ...... o o�♦ Board of Health (3rd floor): ) _.. —./ f1 o0 r .c"7 �1 S Sewage Permit-"number .....................................:.....::........./ 2 BaEaSTI►DLE, i NAM Engineering Department (3rd floor): / 900 039 0� House number f.. ....... �!�!d^!D�' o Apr aka APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTA BLE ' BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....:................. .:nI ....... ........?i�.....1'G?l1! .......a, T;i TYPE OF CONSTRUCTION .........�4,,.1.P).0.).)...... 1 f. /,14 ....... .............................................................................. /�'� t .. �... ------------19... � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......... l�a�...?.9.,4..��........✓� ' r'' U�. ......................................................I................... ..........�. ........ /5 �'' ► ...........................................................................I......................... Proposed Use ........:............(.?..............................................:.. ZoningDistrict '..................Fire District .............................................................................. r Name of Owner .............. ... ../ �/dZ E'...Address .../:Kq ........ .....(..;474r r i . Nameof Builder ...............`....................................................Address .................................................................................... Name of Architect ....Address Numberof Rooms ...... ......................Foundation ....... - ............................................... f Exterio. / r.t �...............' .~ ......Roofing ......... ��.11 r7/7! ,l r`r ,. .................... , / f /� �l / Floors IL/ / .....................................Interior ......:. i.. Heating sl�t'C / - .Plumbing c'f �................................................. Fireplace ......... ......................................................Approximate Cost/ ,Q !O!�2 Definitive Plan Approved by Planning Board _______________________________19-------- . Area .... `-.. ... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH r 4 I f OCCUPANCY PERM ITS,REQUIRED FOR NEW DWELLINGS - .. I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. _ Nam .......................... Construction Supervisor's License .. ?�(.....`G`'...:: AUPPERLEE., MICHAEL J. A=10-0"3 /%=C3 No 29016 permit for .,Build Addition Single Family Dwelling ...................................................................... Location 169 Sandalwood Drive ................................................................ Cotuit ............................................................................... Owner .....Michael J. Aupperlee ............................................................ Type of Construction Frame ................................................................................ 1 Plot ............................ Lot ............................ Permit Granted ......March...10.. .............19 86 Date of Inspection .............................:......19 _ Date Completed ......................................19 l,iJ 1D1,7 SLOG REGULA T I►1N3 & S f ANOAf2O R GNE A .;HbVRT0N PLACE — RCICIM 1: 01 M 803 TON, MA 021 O;,3 MA CONSTRUCTION S JPF%VI FPS► � � L C LICENSING C:ENS I NG EXAM - FiE:Sl"Ft I C;TEU � NO f I CIE ► ,F TENSr RESULT$ „ .... TCST DATE; AUGUST 27, 1'1588 � REGISTRATICIN NUME.ER, r CI►f4 G A1`(_K,A7 I CIN';I YCIL) F'AC,,SEp Tf IE EXAM , . x'A"t�-:i�t�:t'JT �'��t_►:IW 't ' f=i�;.tf1.! �':;�t-ri tIl M"�. s't J►f�irE!"t °:� '7 �7�fC:C ri�:.CFE' I-,u� E ,Y.CF tJt`s al jj s �`O 5 t_ R . I CERTIFY'UNDER THE PENALTIES OF PElZJllRY , THAT TO NY BEST KWA4LE9r:;E AND BELIEF I HAVE FILED ALL STATE TAX RETURNS AND PAID ALL STATE TAXES REQUIRED UNDER LAW. i � MlCHAE L •J AUI='PERLEE 1(, AN►:'AL4}00 ) ► iiA 026: .�; 3 Assessor's office (1st floor): Assessor's map and lot number ,... �Q..'...... ..33 P.,uFTNEro`f Board of Health (3rd floor): _s. INtTALLED IN COMPL9ANNC d� Sewage Permit riumber ........... '` .. . WITH TITLE 5 . t 13ASd9TODLE, Engineering Department (3rd floor): / g 0 E ��in .m ENTAL Ci®� '* Sao 039. \eer House number. ............................�...1......../ ......: ...... TOWN RE4 LATIO S r a• Definitive Plan Approved by Planning Board _________________-_____.---_--_19------- APPLICATIONS . N V N �o YP PROCESSED- 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN. OF BARNSTABLE 4 BVILDING INSPECTOR APPLICATIONt°FOR PERMIT TO ..'v�i��!.......'.1. $.b�449 f i• n:••• ReaCI 2«r' n Q Ytaf•••.••••••• TYPE OF CONSTRUCTION ........... ?. ..............................................................:............................ .. �............... .....19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... .......Setm. . ....wf3o . ....U/.'.jV.C.........S,aQ:�kd.......� ..........0.a,6.3,57...................................... Proposed Use .... tyl�'?.A Q ...L.h.�tbe ...C?.F-p%GP........... ....... ....... .. .............. t . .......... .�. v Zoning District ......:.:. l." o Fire District` ....:..C6fu.......................................................... + p, a 1.... .......Ct:!��14L�l,Cd.® ...�I`:.............../.!4!....t ®.S Name of Owner ...'"t.vT�`)4.�.L.../T���JPL`.Ifs.C'......................Address ../�.. S .... .. / 6 Name of Builder ...hl i. AA /,`tu�o/ae i'�f e..........................Address ...��.g......�4.. �/t a.� 4 ..6!..... .(.Q?�Zc��..��iSS ''N{'/ h.r�lltet!'W.Add ress ............ SCGIMM Name of Architect ....:........� . . ...... ...... .::..._.:....................................:...... Number of Rooms .................. ....... ... .GI I`R,.'!.............Foundation , ......4!,K.... ....45/ y. Exterior " �iQ 3.. ...... Floors ...Gv.�ele..ID. f.'.4.e�.....:.......Interior .. eA leel..�Fi�M y..4�iC�... ,.....�.. � /bc;`( Heating ... `............ j .kO...............................................Plumbing .......h 6. t° Fireplace ...............n D n.e ..................Approximate Cost '" 7 606...bd Area ";"""'. ...... ...... Diagram of Lot and Building with Dimensions /i Fee :....... 1............................... �• - � � I-•b off. .' ' 2 c 8. v1 A , w�t - -�I + . OCCUPANCY -PERMITS REQUIRED FOR NEW DWELLINGS s0 I hereby'agree to conform to all the Rules and' Regulations of the Town of Barnstable regarding the above construction. P w, Name ........................... Construction Supervisor's License .........'............................ l AUPPERLEE, MICHAELrift- - - ` �ja 7 32310 .Permit for BUILD ADDITION r' ,,� -- .. a .. ............................ & GARAGE/ Single Family Dwelling '= Location ....169 Sandalwood Drive ... ......................f!................. ................Cot.ui.t...... ..... ................. �*'" ' < ,• t' .. .._ ..- 1 r+•r � S� lit• j Owner ......Michael;.Aupperlee ........ Type of Construction Frame r ..y ...............4........... i ' Plot .. ......... ... Lot _ , r �� 1 I,, t1. > ;• tt', C* ' .TJ , ................................ > a. ` •1 'L}t i e t Permit Granted ... Sept.'`...30, .... .39 88 Date of Inspection . .. . 9�� Date..Completed ...` '19 S h ' 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 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. I 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 CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION , Cutsheets Attached 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 REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0 2 61293 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE AUPPERLEE SANDRA Christian Irwin 1"'i,!.-,So1arGty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: AUPPERLEE RESIDENCE NOR SHALL IT BE DISCLOSED IN VMOLE OR IN Com Mount T e C 169 SANDALWOOD DR 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS TMK OWNER: ORGANIZATION, EXCEPT IN CONNECTION WITH [MODULES: COTUIT, MA 02635 THE SALE AND USE OF THE RESPECTIVE (26 Hanwha Q—Cells Q.PRO G4 SC 260 * 24 St. Martin Drive, Building 2, Unit 11 # / �• SHEET: REV: DALE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T: (650)636-1026 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5087768330 COVER SHEET I PV 1 6/30/2015 (666)-SOL-CITY(765-2469) www.solarcity.conn PITCH: 42 ARRAY PITCH:42 MP2 AZIMUTH: 112 ARRAY AZIMUTH: 112 Inv MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 MP3 AZIMUTH: 112 ARRAY AZIMUTH: 112 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH:18 o MP4 AZIMUTH:292 ARRAY AZIMUTH:292 n MATERIAL:Comp Shingle STORY: 2 Stories 0 � 3 (E)DRIVEWAY. v - o N rn i I, D i - M LEGEND AC (E) UTILITY METER & WARNING LABEL ® Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC EEEI DC DISCONNECT & WARNING LABELS � N OF © AC DISCONNECT & WARNING LABELS N o 0 DC JUNCTION/COMBINER BOX & LABELS Front Of House ti IL �Q — DISTRIBUTION PANEL & LABELS 0. NA- E Lc LOAD CENTER & WARNING LABELS 07/01/2015 D Q Digitally signed by Nick M DEDICATED PV SYSTEM METER ® Gordon X Q STANDOFF LOCATIONS Date:2015:07.01 09:14:32 — CONDUIT RUN ON EXTERIOR -07'00' --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED I, 'I INTERIOR EQUIPMENT-IS DASHED SITE PLAN N Scale: 3/32" = 1' 01, 10' 21' W 1111 Comm S J B-0 2 612 9 3 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN [JOB NUMBER: � ■CONTAINED SHALL NOT BE USED FOR THEAUPPERLEE, SANDRA AUPPERLEE RESIDENCE � So�arCityChristian Irwin _BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM: "NOR SHALL IT BE DISCLOSED IN WHOLE OR INCom Mount Type C 169 SANDALWOOD DR 6,76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTSooU�. COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q—Cells # Q.PRO G4/SC 260 iiiET. REV: DAB Madborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5087768330 SITE PLAN PV 2 6/30/2015 (888)—SOL—CITY(765-2489) wwsdaraityaam (E) 1x8 (E) LBW S1 l (E):2x6 r (E)-:LBW. SIDE VIEW OF MR2 NTS S" OF C SIDE VIEW OF MP3 NTS r _ N G M - - - NOTES MP2 X-SPACING X-CANTILEVER Y SPACING Y CANTILEVER NOTES P3 X SPACING X CANTILEVER Y SPACING Y CANTILEVER g 1 E ` � `''' � , LANDSCAPE 64" 24" STAGGERED ` + LANDSCAPE „ 24,, STAGGERED V '` L y w - PORTRAIT 48° 1T ` PORTRAIT , 48" 17;', - 9 �@ RAFTER 2x6 @ 16"OC STORIES: 2 �� ROOF AZI 112 PITCH 42 p� tC� ROOF AZI 112 PITCH 40 RAFTER 2x6 @ 16"OC STORIES: 2 ARRAY AZI,112 PITCH 42 s NAL E�U RAY 112Comp Shingle ` AR AZI - - - Comp Shingle , 7/01/2015 /16° BOLT PV MODULE MOD _ 5 . T WITH LOCK INSTALLATION ORDER S 1 (E) 1x8. & FENDER WASHERS LOCATE RAFTER, MARK HOLE ' ZEP LEVELING FOOT M (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4„ (2) (4) SEAL PILOT HOLE WITH - 13'-6» ZE . P COMP°MOUNT"C• ,� -_ ' - POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW (E) LBW . (E) COMP. SHINGLE (4) PLACE MOUNT. SIDET T :VIEW OF M P4 . NTS (E) ROOFS DECKING U,' (2). ,U, D BOLT 5/16 DIA STAINLESS (5) INS SEALING GWASHER. ITH STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 24." STAGGERED (2-1/2» EMBED,.MIN) PORTRAIT 48'- 19" (E) RAFTER c 1 ROOF AZI .292 PITCH 18 .J 1 STANDOFF RAFTER 2X8 @ 16 OC STORIES: 2 - ARRAY AZI 292 PITCH 18 ` ' Scale: 1 1/2" = 1' C.J. 2x6 @16" OC Comp Shingle J B-0 2 612 9 3 0 0 , PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: - - ta CONTAINED SHALL NOT BE USED FOR THE AUPPERLEE, SANDRA ' AUPPERLEE RESIDENCE Christian Irwin °.,;So�arcityNOR SBENEFIT OF ALL ITN BENE EXCEPT DISCLOSED N WHRCITY OLE ORCIN MouNm SYSTEM: 169 SANDALWOOD DR 6.76 KW PV ARRAY A� Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- C O TU I T MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF-THE RESPECTIVE (26) Hanwha Q—Cells # Q.PRO G4/SC 260 SHEET: REV: DATE: Marlborough,MA 01752 .PAGE NAME SOLARCIN EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. - SOLAREDGE sEs000A=us000sNR2 5087768330 STRUCTURAL VIEWS PV 3 6/30/2015 (888)-SOL-CITY(765-2489) wwwsolarddty.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC230EC Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ##SE6000A-USOOOSNR LABEL: A -(26)Hanwha Q-Cells ## Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2238216 Tie-In: Supply Side Connection Inverter; 6000W, 240V, 97.5%; w�Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.7W PTG, 40mm, Blk Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 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 Disconnect CUTLER-HAMMER 1 20OA/2P 4 Disconnect 3 SOLAREDGE DC+ - A 35A SE6000A-USOOOSNR2 Dc MP 4: 1x11 B -------------- ------------ EGC----------------- zgov -M� A Li r--- B L2 1 DC+ I N Dc- I 2 (E) LOADS GND _ ____ GND _-__ + --------------------- - �/ ---TN oG MP2/3: 1x15 13) I I� -- ---- --------------------- ------------- G t GND EGC _ N - - (1)Conduit Kit; 31e PVC, Sch. 80 - .. WLIJ J C/GEC 1 I I GtC TO 120/240V 1 SINGLE PHASE UTILITY SERVICE 1 I 1 i . 1 1 I I , PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP O1 (2)Ground Rod; 5/8' x 8', Copper A (1)CUTLER-HAMMER DG222NRB PV (26)SOLAREDGEP300-2NA4AZS D� -(2)ILSCO 91PC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC PowerBox ptimizer, 30OW, H4, DC to DC, ZEP Insulation Piercing Connector, Main 4/0-4. Tap 6-14 -0)CUTLER- AMMER A DG10ONB Groundleutral Kit; 60-100A, General Duty(DG) nd (1)AWG #6, Solid Bare Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (1)CUTLER-HAMMER #DS16FK -(1)Ground Rod; 5/8" x 8', Copper AS'SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. /' Class R Fuse Kit -(2)FERRAZ SHAWMUT#TR35R PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Fuse; 35A, 25OV, Class RK5 R (1)CUTLER-HAMMER #DG222UR8 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE �+ Disconnect; 60A, 240Vac, Non-Fusible, NEMA 31? -(1)CUTLER-HAMMER B OG10ONB Ground/Neutral it; 60-100A, General Duty(DG) i AWG #6, THWN-2, Black 1 AWG#8, THWN-2, Black (2)AWG#10, PV Wire, 60OV, Black Voc =500 VDC Isc =15 ADC ® (i)AWG #6, THWN-2, Red O Ise(1)AWG#8, THWN-2, Red 1 1)AWG * . LPL O�( #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.07 ADC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC . , . (1 Conduit Kit; 3/4*,PVC Sch. 80 -(1)AWG #6•.Solid Bare.Copper. GEC. . , ._(1)Conduit.Kit;.3/4'.PVC,.Sch, 80. . . . _. -0)AWG#8,.THWN-2,.Preen .. EGC/GEC.-(1)Conduit.Kit;.3/4'.PVC,.Sch. 80. . . . (2 AWG #10, PV Wire,800V;Black Voc* =500 VDC Isc =15 ADC O P(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=,11 ADC . . . . . . . . (I Conduit Kit; 3/4' PVC, Sch. 80. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL INFORMATION JOB NUMBER: J B-0 2 612 9 3 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE \\�a AUPPERLEE, SANDRA AUPPERLEE RESIDENCE Christian Irwin ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �j;;SO�arClty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 169 SANDALWOOD DR 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q-Cells # Q.PRO G4/SC 260 SHEET: REV: DATE Marlborough,MA 01752 .SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: SOLAREDGE SE6000A-USOOOSNR2 5087768330 THREE LINE DIAGRAM PV 4 6/30/2015 (888)-SOL-gn(765-2489) www.8olarcityaam WARNING:PHOTOVOLTAIC POWER SOURCE "• • • .• • • .• • • _ WARNING WARNING _ •• ELECTRIC SHOCK HAZARD ••• ELECTRIC SHOCK HAZARD •• •• DO NOT TOUCH TERMINALS '• THE DC CONDUCTORS OF THIS ' .•- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND IN THE OPEN POSITION MAY BE ENERGIZED _• DISCONNECT - •'- •. • • PHOTOVOLTAIC POINT OF • MAXIMUM POWER-_ INTERCONNECTION POINT CURRENT(Imp) A • ••_ WARNING: ELECTRIC SHOCK 1 MAXIMUM POWER- HAZARD. DO NOT TOUCH POINT VOLTAGE WEE-=V •' TERMINALS.TERMINALS ON MAXIMUM SYSTEM_ BOTH THE LINE AND LOAD SIDE VOLTAGE(Voc) V MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT®A POSITION. FOR SERVICE CURRENT(Isc) DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUMACV •. • • OPERATING VOLTAGE GE WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED '• NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCE •- ••- SECOND SOURCE IS •• , PHOTOVOLTAIC SYSTEM WARNING ELECTRICAL SHOCK HAZARD •. ". • • DO NOT TOUCH TERMINALS CAUTION • TERMINALS ON BOTH LINE AND s•- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••, IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING INVERTER OUTPUT '•- • • CONNECTION PHOTOVOLTAIC AC • DO NOT RELOCATE DISCONNECT •'- THISODEVICERRENT • • MAX INIUM AC A ' • •.• - OPERATING CURRENT ® - • - MAXIMUM AC V •• • • • • - • OPERATING VOLTAGE ^SOlarCity I ®pSblar Next-Level PV Mounting Technology 1'^SOlarCity I ®pSolar Next-Level PV Mounting Technology . Zep System Components -for composition shingle roofs Growl Zap Intettock gyre,-sae n2 . r' ZcP comp"t PV Module . Array S4lr1 -... m QGpMPATj ti Description jv PV mounting solution for composition shingle roofs `�`ceMpPt�e Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 C'V Designed for pitched roofs Installs in portrait and landscape orientations I • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 %bib • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 7epsolar_cam zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com, responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar=ee Solar=@@ SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America (for P300 P350 P400 t 60-cell PV (for 72-cell PV (for 96-cell PV - modules) modules) modules) iINPUT P300/ P350,/ P400 ' t Rated Input DC Power(" ".... .. .......... ..: .... 300 .. 356 .... 400 ... W. x Absolute Maximum Input Voltage(Voc at lowest temperature) 48 .60 80 Vdc .....................................................................................................................................................::.................... �MPPT Operating Range .................... _.....................-.....- . Maximum Short Circuit Current(Isc) 10 Adc " Maximum DC Input Curren[ - 12.5 - - Adc - .. ............... ........... ............. ....... .......... .................................. ... Maximum Efficiency .,... 99.5 %..__ ' ,,....,^... ... .... .. ........... W eighted Efficiency .. - 98.8_. ....% . .' Overvoltage Category - II ;OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) '. Maximum Output Current - .............:................1§..-.._...... -....Adc..._ _ Maximum Output Voltage 60 Vdc (OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)-, s - "-'• - Safety Output Voltage per Power Optimizer 1 Vdc ?STANDARD COMPLIANCE t __Witty r EMC FCC Part15 Class B IEC61000 6 2 IEC61000 6 3 • - Safety IEC62109-1(class II safety),UL1741 , - .............................................................................................................................................:................................ _ - - ROHS Yes • - tINSTALLATION SPECIFICATIONS _ .Maximum Allowed System Voltage 1000 Vdc - - - ........ ......... ......... __.... ............. ... . - - • Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x834 x 1.59• mm/In ._....... .. _.._ ..... .. Weight(mdudingcables) .......... _... ..__. _ ..... 950/2.1__........... ..._.___ gr/Ib - ✓ .............. .... ............. .. .. ............... ... .... ..... ......... .... ......... ......... ... .. .. ' Input Connector - MC4/Amphenol/Tyco - _ ........................ .............. .. ... .._........... .. ...... ........ ....... ............. Output Wire Type/Connector Double Insulated;Amphenol - Output Wire Length o.95/3.0 12/3:9 - m/k . - Operating Temperature Range .-40-+85/-40 +185 'C/'F - „ IP65/NEMA4 ...... • Relative Humidity • 0-100 % - s „ ..... ... .........I ..... .......... .......... ....... .... .. .. .. ..... .. ..... . - Ram src Roere,arme moo„.Mmoe oiun 1.sn oo«re.me,.na owed •' _ . PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE ' - SINGLE PHASE - .. INVERTER `.:..,. ,,.. . _.«r -. 208V 480V,.. t '- • PV power optimization at the module-level _ M1nimumStnngLength(PowerOptimizers) 8 to 18 1 - — Up to 25%more energy" - - Maximum String Length(Power Optimizers) - 25 25� 50 - - Maximum Power per String 5250 6000 12750 W —.Superiorefficiency(99.5%) .... ........................ ... ....... ... .............. .. _ Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - '' '"' .. "............""" '"' "'' '"' "" . " _ """"" — Flexible system design for maximum space utilization * - - • - — Fast installation with a single bolt' - - .. .,�m;, w., . g,.t= 7 — Next generation maintenance with module-level monitoring - - - - - - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN-- CHINA - ISRAEL - AUSTRALIA '^WWw.So1aredge.u5 - ` _ S� a r, _ Single Phase Inverters for North America SSE140OA-US US/ solar SE760OA-US/SE1000OA-US/ SE3000A-US SE3800A-US SESOOOA-US I SE6000A-US SE760OA-US I SE10000A-US I SE1140OA-US OUTPUT 9980 @ 208V SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 10000 @240y .. . ........................ ........ saoo @ zosv. .............. .............. .ioaoo @.zoay. .;. ............ .... For North America Max.AC Power Output 3300 4150 6000 8350 12000 VA - 5450 @208V 30950 @208 . ................................. .... ................ ............... ........�..... ................ . . - AC Output Voltage Min:Nom:Max.*a _ _ _ - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Outp8 Volt Vac .................... ................ ..... AC Output Voltage Min.-Nom:Max.' � V � � � - � ,/ ✓ - SE7600A-US/SE1000OA-US/SE1140OA-US 211-240-264 Vat ACFrequency Min..Nom..Max;•....._. . . - .. 59.3-60-60.5(with HI country setting.57-60:60.5)._....... ... ..............•... ....H?,,.. - 24 @ 208V .32 48 @ 208V . _ Max Continuous Output Current. . ...... '....12........I......ib.......1..21.@,240V...I.......2........ ....... .. ...... .42 @ 240V... ........... A . . GFDI A Utility Monitoring,Islanding - Protection,Country Configurable Yes Thresholds , INPUT p/m ,2y Recommended Max.DC Power** 3750 4750 6250 - 75� 12400 14250 _ W.. 9500 .... ................ . .......... .... ................. ........ .....Transformer less,Ungrounded Yes - ....................... ............. ._.................... . Max.Input Volt age ...... ............... .............325@208V 0350.@,240V......... .Vac... Voltage....._..•.. / III .............. 16.5 @ 208V 33 @ 208V ......... ... Max.Input Current*** 9.5 13 18 23 34.5 Adt 15.5@.240V.I._.....•. 30.5@240V ........................................... ................ ....... ................ ...__... ...... . Input Short Circuit Current ..............................3U..,...........,,,...,.,,,.. 45................. ......... ... Adc.... { Reverse Polarity Protection Yes ......................................................................... ........... --+•,--- -Ground-.afltlsolation Detection .......,. 6001coSensitivity w 9 _.......... .. ... .. .... .. ................................:.......... Maximum Inverter Efficiency ...97.7 98.2 98.3.... I ...98.3..... ... 98 98....... .......98•......._...%,,,., - �t ..... ......... _....... .. ......... p' CEC Weighted Efficiency 97.5 98 97.5 @ 208V 97.5 97.5 97 @ 224V 97.5 98 @.240V 97.5 @ 240V � ....... ........ Nighttime Power Consumption <2.5 <4 W 'ADDITIONAL FEATURES ........R5485,RS232,.Ethernet,Zi Bee o tional ...................................... ... .. Supported Communicationlnterfaces 8.....( P.,.•...) - '#� • 'r` � Revenue Grade Data ANSI C12 1 Optional - STANDARD COMPLIANCE _ Safety UL1741,UL1699B,UL1998 CSA 22 2 ... .. moo,. ........IEEE1547 '�i ,,..... z. Grid Connection Standards ...... ........ ...... ........ t+ ........................................... ............ .......... ......... ...... .. .0 .. .. .. f ..... ......... ......... —_ Emissions FCC part15 class B ' 'INSTALLATION SPECIFICATIONS i - �" AC output conduit size/AWG range 3/4 mlmmu../24-6 AWG.................... .. 3/4.,minimum/8-3 AWG _ — - • DC input conduit size/N of strings/ 3/4^minimum/1 2 strings/24 6 AWG 3/4'minimum/1 2 strings/14-6 AWG ¢ ,.' j` AWG range .... .... . :. ... ... .. ...... . ... ... .. .................. ................... .. .. Dimensions withAC/DC Safety 30.5 z 12.5 x 7/ 30.5 x 12.S x 7.5/ - I^/ " • a - ...... x 105/775 x 315....... ... [^!^.... Switch(HxWxD) 775x315x172I775x315x191 '305x125 x260 ............. .......... ....... _._..,. .•...._. ........ ..__ Weight with AC/DC Safety Swtch 512/232 .. ...,.54.7/24.7..,..•,,, ., •... •.. 88.4/401.•. •...,,.._. Ib/.kg,,. Cooling Natural Convection Fans user rep laceable) Noise <SO clB.A .... ........................................... .................................................................... ....................................................... .... .. The best choice.for SolarEdge enabled systems Min.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version"'•-40 to+60) "F/'C • Integrated arc fault protection(Type 1)for NEC 2011690;11 compliance Range ............. .. Protection Rating NEMA 3R Supenor'effiaency(98%) Foroted o125%lor ncationngs please where tat yearly aveagehisupport. -Small,lightweight and easy to install on provided bracket Limited to d information, for tion,refer r to htt he yearly avergdgg,M h temperature rs er do 7T rsitim and to 135%for locations where it is below 7TF/25'C. For detailed information,refer to htt //•^•^• 1 d /hl /odfsfnverter d r�:In id oaf ••A higher current source may be used,the inverter will limit its input current to the values stated. Built-in module-level monitoring *-CAN are eligible for the Ontario FIT and mlcmFIT lmicnoFlT uc.SE11400A-US-CAN). Internet connection through Ethernet or Wireless ----- - Outdoor and indoor installation 9 = Fixed voltage inverter,DC/AC conversion only . I Pre-assembled AC/DC Safety Switch for faster installation , Optional—revenue grade data,ANSI C12.1 Off = RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us j MECHANICAL SPECIFICATION i Format. .65.7 inx39.4in x 1.57in•(including frame) .09(1670 mm x 1000 min x 40 min) . Weight. 44 Ib(20.0 kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass- o-,,,m„e, ' • - - with anti-reflection technology Bach Cover Composite film Frame Black anodized ZEP compatible frame -.-r•.�• '~~ Cell •6 x 10 polycrystalline solar cells Junction box Protection class IP67 with bypass diodes - r^•" -Cable 4 tutu Solar cable (+)z47.24 in(1200'mm),(-)z47.24 in(1200 tutu) °R.u.w>•,,,� ��, ,,.::��,� -.^�,�.�._•� s -a- Weetoj yAmphenol,Helves ELECTRICAL H4(IP68)-'� .._.... _ ...- __.a, I--,+ ._. -_ -• CHARACTERISTICS - PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/mr,25C,AM 1.5G SPECTRUM' POWER CLASS(+5W/-OW) [W1 ' 255 260 < - 265 Nominal Power .- __ _ Pn„--..-[W] ro255 -. 260-..__.•-. .� -265 - - Short Circuit Current Isc IA] '9.07 - �9.15 9.23 _i s Open Circuit Voltage V. ,IV] 37.54 37.77 38 Ol - .Current atP•xr - - _ - IM-- [A]' . 8.45 8 53 8 62- .n 1 Voltage at P,• ,,.- - _•. V., IV] 30.18 30 466 -,-30.75 i - - ----T i Efficiency(Nominal Power) n -----[%] z 15.3 z 15.6 _,.,.�.-..,.v. z 15.9 The new Q.PRO-G4/SC is the re 1 liable evergreen for all applications,with R � a black Zep Compatible TM frame design for improved aesthetics, Opti- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE 800 W/mr,4s t3 C.AM 1.5G SPECTRUM)' mized material usage and increased safety.The 4"i solar module genera- r 60 POWER CLASS - Iw] y �_ 255 2.6 tion from Q CELLS has been o timised across the board: improved output Nominal Power ��P, Iw1 185.3 19z o 4 195J p p p Short Circuit Current I [A] 7.31^- 7.38 - -� 7.44 yield, higher operating reliability and durability, quicker installation and open Circuit Voltage v Fvi 34.95 3516 - 35.38 - more intelligent design. a - _ _� _ 1 � le -..- [Al �.. 6.61� - _ 6.68 _ 6.75 I Curem at Voltage alP .-._.. �.._ ^V_ IV] .28.48 - '28.75 _ _.._... 29.01 'Measurement tolerances STC 3%(PmPo)x 10%(1.,V I V_) 'Measurement tolerances NOCT:x5%(P. )t 10%(I V I°o,V I - INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS;TECHNOLOGY CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE --�- •Maximum yields with excellent low-light •Reduction of light reflection b 50%, .. g y - < A[least 97%of nominal power during >z m---r r------ plus ��t4`1 L .first year.Thereafter max.0.6%degra-and temperature behaviour. long-term corrosion resistance due W W °'„°" ion per year. dotCertified fully resistant to level 5 salt fog ' to high-quality WAt least925of nominal pewerafter 10 years.Sol-Gel roller coating processing. o At least 83%of nominal power after FENDURING HIGH PERFORMANCEAll z5 nears. s N •Long-term Yield Security due to Anti EXTENDED WARRANTIES Full waata rranties in accordance 'dance san measurement rlesces. • oo • ^^ °° 'RBAoIANL • Full warranues in accordance with the PID Technology',Hot-Spot Protect, •Investment security due to 12-year f w •• `�"") organisation of your respective country. and Traceable Quality Tra.QT1. product warranty and 25=year linear t ° She typical change in module efficiency at an irradiance of 200 W/mr in relation t 0 t 2 n I S spectrum) o m a •Long-term stability due to VDE Quality performance warranty2 10 0 W/ '(both a 5°C d AM G spec )is 2%(relative) 4 Tested-the strictest.test program. - - 'm TEMPERATURE COEFFICIENTS(AT 1000W/M_25°C,AM 1.5G SPECTRUM) ......a.. _ -. _ - •.- •- Q CELM,S Temperature Coefficient of Iu a - [%/K] +0.04 Temperature Coefficient of Viz [%/Kl -R SAFE ELECTRONICS TOP-eRANO.Pv- Temperature Coeticient of P,,,, y [%/K] -0.41 NOC7 [°F] 113 t 5.4(45 t 3°C) •Protection against short circuits and ewme t 1 DESIGN thermally induced power losses due t0 m 2015 }Maxiimum System Voltage V,r, IV] 1000(I EC)/1000(UL) Safety Class - ' - Maximum Series fuse Rating V [A DC] 2( W Fire Rating - C/NPE 1 E . breathable junction box and welded I -- [ Max Load(UL)r [Ibs/itr] 50(2400 Pa) Permitted module temperature _- 40°F up to+185°F cables. -- -on _ - --- - q (-40°C up to+85°C) Phntnn - Load Rating WILY [Ibs/ffr) 50(2400 Pa) 'see installation manual _ e - - _ Quality Tested QCEIIS .. `QUALIFICATIONS AND CERTIFICATES .. INFORMATION - ems..,+.e+N - Best PolYcryslallina solar module Zola 26 egos UL 1703;VDE Quality Tested;CE<omplianp Number of Modules per Pallet J _•-� � IEC 61215(Ed.2);IEc 61730(Ed.l)application class Ar Number I Pallets per 53 Container - 32 THE IDEAL SOLUTION FOR: 10.40032687 _ Number of- - Rooftop arrays on - - - 04PgT pVE C E �'"® �Acj o� ...Pallet Dimensions l I L W xoHine .,., 68.7 in x 45.0 in x 46.0 n K - r S residential buildings C Y„rd us `c om _- •- (1745 x 1145 x 1170 turn) t .' -.-. oxvP Pallet Weight _ 1 b(569 kg) t o .... .- - T. - 2541 _ 3 ` �FA 0v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical semi ce department for further information on approved installation and use of .g '. APT test conditions:Cells at-1000V against grounded,With conductive metal foil covered module surface, COMPp4w, this product.Warranty void d non-HP hardware is attached to groove in module frame. - 25°C,168 h - - Hanwha 0 CELLS USA Corp. r See data sheet on rear for further information. - - - - ' 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA'I TEL+1 949 748 59 96 1 EMAIL q<ells-usa®q<ells.com I WEB www.q-cells.us Engineered in Germany CELLS Engineered in Germany CELLS .i*+�`�.rvt�;i''9.ss.ryg,•�r..xr:; .:.y. i.; �.-.._„�--., -'-••s..;.� '-:-.-.r.s+ 'S'ss' ;.[�,;':Iv,.r,+g• M t�.R�}' �1._,2" �:rr s..�+ ^.,',.+,•r"i , a 7 ..+-rr.. .-aa.=^4r..�nr� , '•- � � ark '2 {/fit J� ' y�"hh 9 rti Y{ .•ag 5 i * s��.' 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