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0404 WAKEBY ROAD
`fG'/ /�, d /Gl 6c a r.. � ...—�.-.__—__—__—_..�_—'",_` —_•rued-��_ ,. A. ., ,�T..rilf;""` --:,. .v,q, y.P".1.. �.` *r'v`. .' ,.r{trJ.Y�.�,;. . '::"9'•l.:t7...f,.:,'ilt:�.Z.::�.�;,.n,t,. _yr.,.y.s,., v-c,...... :y'�.+C'Wl -`'�+}t`-.:av^T+ �,`:.::h•nv-.-.�- •• w:i Town of Barnstable Ft"e rgk�o R gulatory Services . Thomas F:Geiler, Director • BARNSTABLE, 9 MASS. g Building Division . s63q. �0 Thomas Perry, CBO, Building,Commissioner 200 Main Street, Hyannis, MA,02601 www.tow.n.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 'EXIT ORDER DATE: • s LOCATION: y� �/�'F�31!� /j,�d�i(•' UNDER THE PROVISIONS OF.780 CMR, THE STATE BUILDING CODE, SECTION 3400.5.1, YOUARE HEREBY ORDERED TO IMMEDIATELY DISCONTINUE THE USE OF THE CELLAR/BASEMENT AREA�FOR SLEEPING PURPOSES. ' LOCAL INSPECTOR SIGNATURE.OF RECIPIENT ODEM DE SAIDA f DATA: LOCALIDADE: DE ACORDO COM 0 PROVISORIO 780 CMR, CODIGO DE CONSTRUCAO DO ESTADO, PARAGRAFO 3400.5.1, VOCE ESTA ORDENADO DE DEIXAR DE USAR, IMEDIATAMENTE, A AREA DO PORAO/BASEMENT PARA 0 PROPOSITO DE'DORMIR. 1NSPETOR LOCAL ASSINATURA DO RECIPIENTS' y -LIS A4, �d �I� (ice 'J � � �,:. � a��� ���� .� � i r � � I � � . f�. ,, ��� 1+'�� V" o`� � `� � Y 0 f� I 0r ` ��... ,„: ��" t ,�a c'� �� T" �p � ' 1 V� �� �( o� �' d I -TOWN OF BARNSTABLE BUILDING PERMIT APPLICATI0Z1 - Q Map Parcel r Application 7 Health Division Date Issued Conservation Division Application Feed' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Y0q Wit,ke 6,4 e-d Village j/h t��r j14vh3 In. Owner UY4 ti I onin 5nyt Address YiVv( U14 ke Lcj Aknj o s Telephone 570 ( 557) Permit Request Sh a e-00--1v 010t Afed i2WO Ve�+4 Sv JG ►� �..-ram� V ovl a Y-4 S �,r✓1 �. P Yvi /S a nc S W1 d k K co irt*lle� ,+ u+ eck k Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0? 3 •��Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _2( Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 0 No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ' , Central Air: ❑Yes ❑ No Fireplaces. Existing New Existing wood/cF l stove:=0 Yes ❑ No _re Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0-new size_ Attached garage:Jexisting ❑ new size _Shed: ❑ existing .❑ new size _ Other: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name a r� f In v� `� )Y64 ,,4 Ole"��Telelephone Number 7 7� 5_)Y— 0 3/ � Address i J �u�� 5 License 4 AVI n / nKb?Y1 M A- Home Improvement Contractor# Email ame, .ha.v�i Sf? �%cl en�'���I-s rwl orker's Compensation # 1n1 5 S 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO L�� 0✓t (Oi' _,re4_UV? t7 0-7 SIGNATURE DATE f ' FOR OFFICIAL USE ONLY APPLICATION# _ DATE ISSUED MAP/PARCEL N0. — + + 5 - ADDRESS VILLAGE e OWNER . ' c P DATE OF,INSPECTION: , t� x FOUNDATION _ FRAME ' 4 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ,4 PLUMBING: ROUGH FINAL e GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. j k � E r0'�ti Town of Barnstable Regulatory Services snxxsresi.E. • MASS, g Richard V.Scali,Director �p 039. 10 & Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ��VI A 1110 rn 00Y ,as Owner of the subject property hereby authorize $g --VM - yV�r D -P'/et� to act on my behalf, in all matters relative to work authorized by this building permit application for. make y� �?� �V,j'r M l S (Address of Job) ",pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner (�natu0/pplic c ,h.;r,-(` S My Print Name ! Print Name Date QYORMS:OVV EMUERMISSIONPOOIS i Town of Barnstable Regulatory Services �oFzt+e TOryy Richard V.Scali,Director Building Division �^$ Tom Perry,Building Commissioner mass. 9� %639. ��� 200 Main Street, Hyannis,MA 02601 QED MA't G www.town.barnstabIe.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they'are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 f - Office of Consumer Affairs a d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts. 02116 Home Improvement Contractor Registration _ Registration: 168228 Type: Supplement Card "{ Expiration: 1/19/2017 ASTRUM SOLAR INC. _ - CHRISTOPHER MURPHY 8955 HENKELS LANE STE 508 E . ANNAPOLIS, MD 20701 Update Address and return card.Mark reason for change. sca t v zoM oWtt i I Address Renewal r Employment Lost Card �.��C'�`nnr nern7nr�gl/�r���I<lJ.ir'arI tUr'/IJ -Office of Consumer Affairs&Business Regulation Y License or registration valid for individul use only . 6ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistrationa 168228 Type: 10 Park Plaza-Suite 5170 Expiratiorr_ 1/19/2017 Supplement Card Boston,MA 02116 ASTRUM SOLAR INC. DIRECT ENERGY SOLAR CHRISTOPHER MURPHY 15 AVENUE E � 5�;-<--- HOPKINTON,MA 01748 Undersecretary i t valid hout Sig ure 11 Massachusetts -Department of Public Safety if Board of Building Regulations and Standards Construction Supen•isor I Sc 2 Family License: CSFA-083813 CHRISTOPHER. 134 BURT ST - JUMP NORTON MA 02166 11=r'w j rr `L1 Expiration Commissioner 01/30/2017 The Commonwealth of.Nlassachusetts f?r t Form Department of Industrial Accidents Office of Investigations ' I Congress Street,Suite 100 Boston,MA 02114-2017 r www.massgov/dia r Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers , ` Applicant•Information Please Print,Legibly . 1 Y... a Astrum Solar dba Direct Energy Solar Name(Business/Organization/Individual): Address: 195 Constitution Dr City/State/Zip: Taunton, MA 02780 Phone#:508-208-6184 Are you an employer?Check the'appropriate box: Type of project(required):, 1.2 I am a employer with 15 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 forme in any capacity. employees and have workers' 9 :Building addition [No workers' comp.insurance comp.insurance. required.] 5. We area corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised,their 1 I.❑Plumbing repairs or additions exem tion myself. [No workers' comp. right of p per MGL 12:❑ Roof repairs ` insurance required.]t c, 152, §1(4), and we have no employees. 13.Z Other Solar Installation [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. +Contrdctors 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:Zurich American Insurance Co. Policy#or Self-ins.Lic.#WC595396901 Expiration Date:1/1/2016 Job Site Address: City/State/Zip:. Attach a copy of the workers'compensation policy declaration page(showing the,policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL,c. 1.52 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 inthe forin of.a STORVORK 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 eerti iid ie pains and 'al of periwy that die!i Lormafion provided above is true and correct Si afore: - - -- - -- - - ----- - 'Date Phone#: 774 504-03 6 Official use only. Do not write in this area,to be completed by city or town offieiaL City or Town: Permit/License# Issuing,Authority(circle one): t r 1.Board of Health 2.Building'Department 3.City/Town Clerk 4.Electrical'Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A CFERTIFICATE OF LIABILITY INSURANCE page '1 of 1 12�19�20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Texas, Inc. c/o 26 Century Blvd. PHONE 877-945-7378 FAx 888-467-2378 P.O. Box 305191 -MAIL certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:ACE American Insurance Company 22667-302 INSURED Direct Energy and its majority owned INSURERB: Zurich American Insurance Company 16535-305 subsidiaries and affiliates including INSURERC:American Zurich Insurance Company 16535-306 Astrum Solar, Inc. 15 Avenue E INSURER D: Hopkinton, MA 01748 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:22494192 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUB Wyn POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY XSLG27341226 1/1/2015 1/1/2016 EACH OCCURRENCE $ 1.000.000 CLAIMS-MADE OCCUR PREnAISES(tao" rence> $ 100,000 X SIR:S100,000 MED EXP(Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 1.000.000 POLICY PRO ❑ JECT LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAP595396601 1/1/2015 1/1/2016 COMBINED SINGLE LIMIT $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Peraccitlem) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per. Per accident) UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS UAB I CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION WC595396901 1/1/2015 1/1/2016 X R AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE� NIA WC595397301 1/1/2015 1/1/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? �Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 f yyes,describe under DESCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Town of Barnstable 367 Main St Hyannis, MA 02601 Coll:4586830 Tpl:1894935 Cert:22494192 ©198 2014ACORDCORPORATION.Allrightsreserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORDI Direct Energy bd SatarT DIRECT ENERGY SOLAR RESIDENTIAL INSTALLATION CONTRACT This Residential Solar Installation Contract (this"Contract") is made and entered into on the date set forth below,.by and between.Astrum Solar,Inc.dlbla Direct Energy Solar, ("Direct Energy Solar")whose address is 15 Avenue E, Hopkinton, MA 01748 and LINDA THOMPSON ("Customer"),whose address is 404 Wakeby Rd Marstons Mills,MA 02648(the"Property"). System Specifications 7.28 kW photovoltaic solar energy system 28 OCells 260 watt solar panels Enphase Energy microinverters with 25 year warranty provided by the equipment manufacturer TOTAL SALE PRICE $ 27,328.80 the'Contract Price' Federal Tax Credit $ (8,198.64) Commonwealth Solar II Grant $ (3,250.00) (subject to availability,taxable income) MA Tax Credit $ (1,000.00) (subject to availability) i SOLAR SYSTEM NET COST $ 14,880.16 Addendum attached: YES(_),NO(_)(Binding only if signed by sales manager) Terms of Payment 10%of total sale price($2,732.88)due at signing as nonrefundable deposit 600k of total sale price.($16,397.28)due on the first day of installation 30%of total sale price($8,198.64)due at final inspection,and approval of all permits Timeline Commencementof the installation will occur within ninety(96)days of the date hereof and the installation will be substantially completed within one hundred twenty.(120)days of the date hereof. Customer and Direct EnergySolar hereby agree to enter into this Contract subject to the terms and conditions set forth below. NOTE:Contracts over$100,000 must be co-signed'by a sales manager. DO NOT SIGN THIS CONTRACT IF-THERE ARE ANY BLANK SPACES. CUSTOME(t\ — — Date lad �. DIRECT ENERGY SOLAR Date Date ✓ f�� IF Page 1 MAHIC: 168228. @Astrum Solar,Inc.;All rights reserved Direct Energy. toed Solar June 29,2015 To: Town of Barnstable 200 Main Street Hyannis, MA 02601 Subject: Structural Certification for Installation of Solar Panels Thompson Residence 404 Wakeby Road Marstons Mills, MA.02648 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof.From a field inspection of the property,the existing roof support structures were observed by Direct Energy Solar auditors as follows: The roof structure of(Roof A)consists of composition shingle on roof plywood that is supported by nominal 2x8 rafters @ 16"o.c.,paired with nominal 2x6 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 12'-6",with a slope of 30 degrees.The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall.There are 2x6 collar ties at 64"o.c.for structural stability. The roof structure of(Roof C)consists of composition shingle on roof plywood that is supported by nominal 2x8 rafters @ 16"o.c.,with nominal 2x6 ceiling joists @ 16"o.c. in a perpendicular direction.The rafters have a max projected horizontal span of 12'-6",with a slope of 30 degrees.The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(Roof A)is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. New 2x6(min)x 8'-0"long collar ties shall be installed at 32"o.c.with 6- 10d nails at each end on(Roof A). The existing roof framing system of(Roof C)is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. New 2x6(min)x 8'-0"long collar ties shall be installed at 16"o.c.with 6- 10d nails at each end on(Roof Q. The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac Solarmount solar rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=9 psf(Roof A) -- 9 psf(Roof C) • Roof Live Load=20 psf • Wind Speed=110 mph, Exposure C • Ground Snow Load=30 psf - Roof Snow Load=21 psf 8955.Menke' ts.Lane.: �U to 568 • Anrtapol s June.tiorr. N4D 20?01 Phdrie,800-903-61::30. • Fax:'443-Z67-U036. + Web.directenergq.sola,r co n Direct Energy,' Solar Please contact me with any further questions or concerns regarding this project. I Sincerely, �jKOFMgs EWNE'A, o` HUANG. CIVIL y Elaine Huang, P.E. m'No. a290 Project Engineer S/0NAL ENS' 8955 9 enkeis"lone. .Suite"S 8 :i Anna s Jan tiorr,.hkD,24701.. Phone;8CMQ3-633Q • Faxi 443-26?=Db36 • Web: directe'ergt sot?rycom Thompson Residence Town of Barnstable 404 Wakeby Rd 200 Main St.Hyannis,MA 02601 Marston Mills,MA 02648 °� n re. 5 0 N ¢ z System Ratings w a Z O 7.28 kW DC Photovoltaic Solar Array G z v 6.02 kW AC Photovoltaic Solar Array " o o = f Equipment Summary 28 Q Cells 260 Poly Black Frame Modules 28 Enphase M215-60-2LL-S22 Inverters _ 62 Roof Attachments Sheetlndex PV-1 Cover _ r PV-2.1 Description of Work and Load Calculations- A { o PV-2.2 Description of Work and Load Calculations- C `4 PV-3 Electrical Diagram , PV-3.1 Electrical Calculations z PV4 String and Conduit Layout PV-5 Equipment Ratings and Signage it Governing Codes 2014 National Electric Code Massachusetts Residential Code,8th Edition Underwriters Labratories(UL)Standards ^' OSHA 29 CFR 1910.269 ASCE-7-10 w a u w z >< f o a a COVER SHEET PV-1 A Typical Section 6.24 kW DC Phmowbeh Solar Array - ¢ p s � o O u O This solar array Is eompmed of 24 Q40s 260 Poly Black frame wler pooch The pooch are mounted Was the Unlnc Solar Mount solar Q pm� Y N mounting nil[o Ne buOding's nftar,spaced Ml6 ac.Each molar panels attached[o an Enphase M215fd>ZLL-SZ2 micro-Imertenko LD = f a, mounted to the Unlnc Solar Mount nil directly beneath the panel. «_y Q O ^ _ .^ ! w ' Cox ac O a o f The solar pooch produce DC pawerwhen struck by wnll8tlt The DC power Is camertad m 240 V AC power at the Imerttt.MlvoLwerten are connected In artags with a maxboum number of 17 miae-Imenen In each string. �w - This syaem will be grldcfed.If the solar paneh produce more power than Is used by the bulldlny the ecem power flosw back Into the uVIO Brie through a net meter w be available for other Power users. AO metal Was ind dlrlg war panel fnma,micro-Imerten,and meundq rags an grounded using the manufacturers recommended a ground Ng method and WEEK technology along with 46 AWG grounding wire. The bulltling was anartruaed In 1978. •�� .1tt ya O t ,�• G: Panel lavout 4�x i dED Panel Dlmenslons 65.751n z39.371n System Weight 16061bs Panel Weight 43.65151bs Sys[m Dfsblblrted Load 3.7 psf �p System Sgtmre Footage 431 sgft Roof Support rafter Rading Weight 4531bs Actual Point Lead Max Spacing 4h MI-1—rter Weight 105.61hs Total number of RoofP nectudons 50 Max Allowable Ro80wrhang 161n • Memben are Hem,Fir(North)allowing 13S Ibs per Inch thread depth Nate 1:Use S116'x 4'1ex Head Stainless Steel Lap Screws Variables Now 2:RoafSWparf Members an rafter h 15h o 3h poet Downforce 18.1 psf Nitre 3:Unlrw Solar Mount Backing Note 4: H 24 h Wind Downforte 18.1 Psf poet Uplift -21.8 psf Roof Pitch 30 degrees Wind Uplft -21.8 psf 8 5.5 load Combinatimu M. 99 ptf V 115 mph K2t 1 DI 102 D3 Uplift Max Span Sh now Load 25 psf Exposure Category jDead Load D 3.71 3.71 3.7 2.2 psf Acmal Span 4ft R J2one 3 A 1 Snow load 5 25.01 0.01 28.8 DO psf Rd 395lbs E 503 1 1 DWL• Pnet 0.01 28.21 13.6 -21.8 psf Ru 2141bs y W Total Load P•• 28.71 21.8 36.0 19.6 psf Rasrylred Thread Depth 0,911n Z x Q Dha1b TL .787 598 98.8 53.6 plf Actual Thread Depth 2. a,ZS In 3 G w•s . =O Q O t OWL:Design WlrM Loadat aat sJ' -Absolute values am Wicateal the calesslated quontltfes ofP•11pllft and w Lfpllft 61ossarV of Terms for Load Calculations - A Building Nelght A AdlmtmeMFeCwrforhelght H Building least Nortaontal Roofpud, Roof PI.h I Impurtsax.Factoraf foresiglef—Dyresidence P Bw]cVAWSpeed DESCRIPTION OF food Snew Load 8 Module length perpendhula r to beams WORK&LOAD Raa42pne Roafmne Rd Pahat Load-MAdm a,Downforce E ERecdveRoofArea Ra PoIntlaad-Uplst CALCULATIONS Roof Zane Setback length Frosure 8-5u1urban tingle fatally d—Oblg L.Downfwn Net0 sgn Downforce Pressure Category Poet Uplgt Net Design Uplift Pressure ��_�. Kst Topagraphk:Factor C Typical Section 1.04 kW DC Photowltak Solar Array O w O n ' Thbsolar arty U comprised of4DCoils 260 Poly Black Frememmr paneU.The wnefsere mounted udAq Ne Unirec SobrMwm y Q N solar mounting all to the building's rafter,spaced R 16 oc.Eachmbrw,elisamdred Man EnpMw M215S0.1LLS22mkro- Z W lmenemlw mounted to the Unlrac Sob,Mount rail directly beneath the panel. W > Z Zl ca I 6 p The solar wneb pmdate DE rower when muck by wNight.The DC power b mlwerted m 240 V AC Pow at the Inverter.MT Z g n Isomers ere connected In sMngs with a maximum number of 17 mluo-inw coca In each siring. •� h Thb,ynam win he gddtied.If the solar panels produce more power than Isused by the builT the excess power flows back Into the Mary grid through a net meter to be available far whet Power users. M motel w,ts Including solar panel forma;mkrtrhver[erb and mdumirig relh are grounded using the m,nWacarrers _ a� recom nerided gmundhg method and WEER technology along with e6 AWG gmunding wire. S rs The building was comuucted In 1978. O � C ppnel Wrong Pone;Dlmenlions 65.751n z 31.31 in System Weight 2681bs •t°�a Ponel Weight ar 43.65151bs ystem Distributed Land 3.7 w/ vp�- SyscemSquareFootage 72 sgit RooJSuDDort fatter �s0 Racking Weight 761bs =SPolntfoad Max Spedng Oft Mkro-inverter Weight 17.6Its Total numberoJRooJPenetrothms 12 MaxAgowable Ron Overhang 26In _ allowing Ibs per Inch thread depth Infers 1:Use S116-,4-Hear Head Srakrless Steel Lap Snews Variables Note 2:RawfSuppost Members are rafter Is 15 It is 3 ft I Pner Dow4c," 18.2 p,f Nate 3:UN-1.1er Mount Racking NOW 4: ' H 24 ft Windth-fierce 18.1 psf T Upgft .21.8 psf RowJPitch 30 degrees Wind Uplift -21.8 psf B 5.S Load Cambinations whips 99 p1f v 125 mph K2t 1 01 D2 D3 IT I Max Span 5It Snow Load 25 psf Exposure Category B Dead load ID 3.7 3.7 3.71 2.2 psf Actual Span 4 R ry�Q 0 RooJZone 3 A 1 Snow load is 1 25.0 0.0 18.81 0,01T Rd 3951he E 503 1 1 DWL• Pnet 0.0 18.1 13.6 .21.8 psf R. 2151hs y W Total bad P•• 28.7 21.8 36.0 19.6 ps/ RegWred Thread Depth 0.91 N ¢ ' Dlstrlbn 78.6 59.7 98.7 53.6 pll Actual Thread Depth 2.251n i 3 u, G w'• Ox O R •OWL•Designs Wf dload ••Absolute values are Indicated for the mlevlatedquantides of P-Uplift and w-UplIft 7. Glossary of Terms for Load Calculations ' h Bugdna Ndght A Adjurtment Fauerfwrhelght - If 80:11MIL-Norbonml Roof Pitch Roof Plteh I Importance factor of for a single famiM residence v Basic Wind Speed DESCRIPTION OF Snow Lend SnewWad B Module length perpendicular to beams - Raefmn. Poefz.. Rd Point eaLoad-MaximumDownforc WORK III LOAD 2 EHecthnlRoolArea Ra Palm Load-Upilft CALCULATIONS RecUoregetbacklength E,pasws 8-suburban single family dwelling Pnxf Qp-etlt m Na"Design Downforce Pressure Category Past Uppff Net DesignUplft pressure ��'�.� KR Topognphk Factor Electrical Diagram for Thompson-7.28 kW DC Photovoltaic Solar Array AC al.r aftidd"10'of[no tAtliry'tAWar ry^r g N U 0 W c CD d ry 7 ���� UIIIGr6lbaYtillia.r,sttn K QitJDDYiL7SjlntW/itOi'Wtli W 2 t..v.neatc-I.orc+..rea. Q 9t UiDertOro1s30.Jt/'iesCnlrG ri '� Y a ¢ o o = f y m.r atn+n rm.; atoam.am.m � - " E� 20 rKMDd.OtYMtt6 2/7YM/.f m.US CC Mnrc ta..mt vl.i.rorkk"M a.im taps,atlm taer �+••v•4—4 b o. dot am.n tar... O'tti.d fan R'ofunH.t+nx'aaM waa ft-"A t.� 11180 ftk 40Y.M.at.t.tAtrtus nb "TON ram!. N1rm ome w�Mo;mnh, c vpeca.itws Iwcnny,_t,,, n.cs kh itte aW OG272UPB =W 1.iK:r ra yA fg awDan_vrsa .nsw` MAW MAmP Ai^P to.'a.tux-. to to alga► 1 •.ar<ra....t nan.,.. u1 C4v,60—it. ; 1V.U1V ."lUAl:W).N.N{"mi 14 o.dtdlN tnut,n lr.al ]D ..p 4 �# Imam 1 1 Itltl.iaal..t.4rga.tt+Ysa a..ndn I aj.a.rtzea:ivma:aoaa..a.a.s I � n.meie.abt•mnii:Prl rlr I Y OWta4thal Co»Jr 1 p)'w iewMwuaar uaty. 1 I ————— 1 tV ato tniM mwtM p.�o.taor+; Dta raDpac. tainDrnncsna»;.,absa, ruOVOREmu WireCalc#1 ni aor' 1214N.t.nam.. ��� t7;IM•rnnM:a/lwrsita.pr �1 fOo.AA00uf.. U...S.Usw- noes of Am V'A". Qnto I �(U.?6.1NN.n-TMMttikca'.d'C+n..d 1 croilwmbdo c. t*atit D.edm Wire Calc a2 Mcw"it,ftle VPI[6.aai. EALYOVK.M.atTaaaar�a 1 a•tbbiib ttm:c m31 1 PJ•. ru..ka r.rat.t.e we.: ) r'g Olt Oft r,'[O CNaatin. r 1413 aaw.aft d..h urm..+o...nw.Et88r0 ou ItI NMn7rek tk.►,ttuan is wNt ame I 1 .4S etroCU uluAn ss.Yerc.4i.e.ian.raaa Thompson,Linda ya.ff a tta4 404 Wakeby Rd. Marstons Mills;MA 02648 GoQ 6m �2 03f o § o f ELECTRICAL DIAGRAM PV-3 I Electrical Diagram for Thompson.7.28 kW DC Photovoltaic Solar Array c Calculation far PV Breaker PV ClrcullC4edeetpre lntorennnate-,LST In Jawflon Otu: C W a n PV Combiner oo PV Amer 6Otiaarw SO A1WG r Calculadw for Main PV Breaker B Clrcults Minimum 000 A11C.' > Q 4I.fL7JG farfi0 elaglao r4mtg rl ffial dis[e�adt 49 z e system Current 2g 0.9 25.2Amps WIRE SIZING CALCULAT70E1 %%1w.5 Z%IG CALCMADTON Z 20p V20U NEC.AruAe 310 Z Dedgn Amperage= xs.x . 12S% = 31.5 Amps Wire Calc a2 201 VM14 NEC Arliab 31D W Full toed'Ampeaoe :u.a r=t a Main Buss Ratings 100 • 120% 220 Amps Sterne VeGlpe....„.....,...-:2a0 } .F1O Lead Ampgnpa.........._.:Z5.2 Wire Calc al G Y o Existing Mein Breaker 100 Amps Leath tf Run lfeetl :SO Sotglto V'e11go4 2a0 a `o MeaSolarBreaker 120and 1-1 100 a 20Arrl LmdDay.........._......_.:Cbreiruml; tAfgihatRlnffoolp...........:35 o = Cmdsctm.Apdialryr..._..._;Candecltae:t Race+ari CtA!w Eath L623 Dray-;ComblAtr. trait a to 1B 0.9a12596e 1BAmps Caedurlat Ampotay Table,_....:WC Talk 31D1folf10p CardEteirr Appiealbn.„..._.:Candustatn in Rwouloof.Cabla of EDO Cpmd tv;,TVM«...„-.-.....OHM Copper Card=te 'Tat/a_-...:f4FC�Taap xO-u tlran 42a 12 0.9a 12s%a 13.s Amps T-vo f � - Certtdtemr Laeatian.,....._....:Op.DmrP Ccmiluvot tswblidn Tttop mure:90 IC C>atdit�-ttr Tjpo.-„._,.._......:T11R7 Capplt. AMbP ITwoftmbm NEC 31p.1Sm03D fr.t COndti'trr LWWtn............. :0121D2frq Dalanu Abwr Rpol-tAtme 13 mn.ty 90mmfahpNt V2411at 103 V2 inOl Cordtrna lead Ow TornIswa":W1: A nege Otmutte Terlp....,......:OD Deg-F322'DeO.0 Alntfand To paatlro«...........:26-31'IC=ZR.W.F Temperatute Adder :40Oft,F.22 Deg.C '74fiNtlaf Ta pat'Dwo Rz".„..:7S"C Adlailyd.Mnleeln:TOtrpwalm.„:1300 Vag.FSt.2 Clog.C OftnY TWO:Shoo Raw 3 Wfra 12 p rasa CAfi WWS ILnadrJp TcmrnA Tomwealim tpt n9-:76'C Opp,at Gh:1N CLncrV42 RgiCOrdta:ttrs:2 Cictit Type•Shgkr Phne3 Wn,62 Prue emlbrtoto b nettraD Con?todor Raq?havnor: W sly:d(butt Ct meacarryitg Ciendmaro z 2 Fttl Lead Amin..,...__:25 2: Addrimal CturrEMCalrlirg CorlSdgm.._.;2 LAW illy Miftwor,...:1.25 Tact tby:QrnEnt-Carrli*9 Cardtclm-..,.:s Amtiont Tamp.4LtbrAlar.:1.0 C[edtctor R1w"morc Oty:CtntLtlnn Mitt a 1.0 Fut 1pdd4nvs..-.,......:144 L1ad0stysbboli"._..:1.26 I32guredCondittarAfnpadty,315 a Amb ert Tema ghbplv.:1.92. Tam1rO7 Ragttsantat): p Cay:Cmdtcim Wbrf er;1.25 fUt Lead An"._.._:25 2'. Revtired CCrdtaetw AtrtarxtY 29.7 Load Oily►Aaloler„..„:1.2s Temtnd Rewiemort:. Rogsiad 7-ta td Ainpadty:315 a�+ ^' •^ Ful Laed Amps..„.„.._:pet _ c Lead D"Ytttithar-.-:125 SoUdad CatAtaar. Cordwirs A nowty'.......:50-0 ReeuredTann--Art p"-:10.0 Adlblom-toltq Dario._.'1-0 3eheted Candoeta.' O13r_Crndietafe Daa14„,.:1.0 AdjusCmdsctor Mrpatipy_,...,:4g0 Atriiert Tarp.OtTate...10.P1 CEV;Cbndeclm Dent....:00 SELECTED Alrblaety'..,TOR S SIZE SEiECTED COfaDUCTOR 512E`8 QSpIp Adutted AmparilV .-...:2a.32 2tit Otsn&1AtFt a Longh x Afrpc 2 x 0,778w 95'w 31,5 SELECTED CONDUCTOR$RE:10 Aw0 VO= =1,37 2 x OhnwMft it Lerglh N Amps 2 N 190 x 50 x 20.7 111 W at My-tNtw pas Phaso 100D z'1 16%. -1.79 VAt4 apt Lead Tcmth9s:238,M I W O x(by Wfres Per Pl0m low A I AmU21 Pacon Valap Crop.:0,57 Vths At tAadleminab,...:2102t Actual flercart,Volme Draw.:0.74 Electrical Notes 11 Aileaulpmem to be gated aM labeled fares opp0ratlon ad 21 All medutlom awl be tapper,rated far WC errd wet environment,artless omnwbe-ad. 0 7)Watlng do-oramd m new andiedsdng.1-imiequlpreem snga 0 K rqn tomaywlmNEc110.16 to al An wire tered-donshail be appropriately labeled and rea60r obabY. Q ~ a 3 G 51 Modulo grounding dips to W leeni ed between module tame and module f Z Q supper B.par or umling dip-.be-Imiraelen. O f 6)Modulo wppon rail to be emote to cominuam tapper GEC via WEEK Ica par NEC 690.4(C). 111f used PV pourer sautte breaker to be bated at bottom of boa Pm NEC 690.6e(6)M. g)AC combiner ponels shop be labeled aa'Imener AC Combiner Panel'. 9)Wong agency name and number m be ledlated on Inverters and moduiea ELECTRICAL per NEC 110.1(B) CALCULATIONS 10)PV power mum breaker to be ounablo for baddeed per NEC 690.6e(11)(6). PV-3.1 String and Conduit Layout July 6,2015 n 0 O u, o Thomson,Unda.Residence Electrical Review to Z f 404 Wakeby Rd.Marston Mills,MA 02648 W a O ? Taunton,MA Office:Ameke Baptiste r > Reviewed By:Eric Mantle(267-229.4637) Financing:Purchase 5 = f (28)ClCells 26OW Panels with(28)M215 Inverters PV meter type:Enphase RGM Emu location:In the basement next to the main panel Internet Connection:Bridge Main Electrical Panel:100 Amp Crouse-Hinds/LC120D Utility:Eversource Circuit Calculations:28 M215 Inverters x.9/Inverter-25.2 Amps x 1.25=31.5 FLA. f PV combiner with(1)20 Amp,2 pole circuit breaker,(1)15 Amp,2 pole circuit breaker,(1)15 Amp,1 pole circuit breaker(for EMU) a Interconnection calculation:N/A,Line-Side-Tap interconnection will be a line-side-tap In a junction box located outside adjacent to the utility meter.From the LST Install wiring to a 125 Amp main breaker enclosure with a 35 Amp main breaker mounted below the main panel. o (Space is limited;you will need to make some room).Wiring from this main breaker enclosure will install outside to a 60 Amp,non-fused PV disconnect switch mounted to the left of the utility meter.From the non-fused disconnect switch wiring will connect through the PV meter and then into the PV combiner panel located outside to the left of the utility meter.From the PV combiner panel,run exterior conduit up the wall,then onto the roof.Continue with the exterior conduit under the solar array on roof A,to the junction box.From the junction box,run the conduit under the array on roof A,then down the roof line,then on the backside of the ridge,to the second junction box « m located under the array on roof C.All roof mounted conduit must be at least 1"above the roof surface and Bash supported properly.There will be two circuits of Inverters. Circuit 1 (16) Circuit 2(12) p Junction Box ® Moto). �'W End Cap Q 1 ~ — Trunk Lino atwr A ExtoriorConduit � ✓t a v M� n of Ro C ,yv�I�) `,:•�w,, �,.,� (Ridge.On C MWr S l STRING& Main PV Disconnnect Exterior 0 0 basement CONDUIT LAYOUT Utility PV Disconnect Exterior o o PV Meter Exterior 0 0 PV Combiner Panel Interior 0 0 SE Inverter N/A 0 0 EMU Interior 0 0 PV-4 Comunication Equipment Bridge Wiring Description Special Notes: N W c z i g w W > 2 . a o Meter Type ri x v Enphase RGM °C o = E The standard process for installing a LST In a junction box - 1)Determine that the utility meter can be removed. 2)Determine the best location to Install the junction box. 3)Determine If the existing service entrance(SE)cable or wiring method is capable of being reused. 4)••'•••NOTIFY HOMEOWNER THAT THE POWER IS GETTING TURNED OFF•••••' (DO NOT commit to any specific time frame) 5)Turn OFF any main circuit breakers in the residence. 6)Put on the proper PPE W 7)CAREFULLY remove the utility meter and test the load side lugs to be sure that the power is OFF and not being backfed from an unknown source. 8)Disconnect the existing SE conductors from the load side of the utility meter.If the service entrance Is Installed in conduit,cut the conduit while preserving the wiring. 9)Install the junction box and route the existing SE wiring,and conduit If necessary,to the junction box. 10)Install and terminate SE wiring from the junction box to the utility meter enclosure. 11)Install solar fused disconnect switch(60 Amp minimum)for the Solar LST.(This disconnect will be Installed within 10'of the tap and next to the main service disconnect) c 12)Install wiring,as designed,to the junction box from the solar disconnect switch.(If Sealtite or FMC is used It must be no longer than 6'and bonded on both sides) 13)Terminate wiring to the LINE SIDE of the solar disconnect switch. 14)The Neutral conductor will be bonded to ground in this switch 15)Install Burndy taps in the junction box and complete the tap for each conductor. 16)Once the splices(Taps)are done and all wiring has been terminated in the solar main disconnect and main panel,If necessary,reinstall the utility meter and test power. 17)Install the lock out tag out 18)Notify the customer again that power Is being restored. 19)Turn power back ON.DO NOT turn the Solar main disconnect ON at this time. Conduit Runs: 1)All conduit runs shall be sized appropriately for the conductors being Installed.The lead electrician Is responsible for verifying that the correct conduit size,and type is being Installed. 2)Greenfield(flexible metal conduit,FMC)shall be Aluminum,ONLY.Size shall be as designed. 3)Greenfield,PVC,and EMT shall be Installed In a neat and workmanlike manner. a.Following building lines b.Square with the building c.Straight and level G o d.Supported as per the NEC o c f a e.Penetrations shall be sealed,Inside and out. a m J PVC will require expansion fittings as required by the NEC a Conductor Installation: 3 ^ N Z a 1)DC wiring Inside of a building must be Installed In metallic conduit. 0 0 2)Any DC wiring installed in conduit will need to be labeled appropriately a 3)USE-2 cannot be used Inside a home even when sleeved in conduit. 4)All wiring shall be sized as designed.Any questions concerning wire size should be directed to the designer or your manager. 5)All wiring MUST be THHN-THWN-2 Copper,unless otherwise specified - 6)All circuits MUST be labeled appropriately on both ends with the circuit Identification 7)Conductors as much as passible should be Installed from the soladeck orjunction box to the PV combiner panel in one continuous length with no additional splices.If splices are necessary,the circuits MUST be Identified In the junction box,also.The junction box MUST be sized appropriately and bonded as necessary.The same applies to boxes specifically used as pull boxes. WIRING 8)Care MUST be taken to assure that the conductors are not damaged during Installation.Use appropriate pulling compounds,If necessary. - 9)The number of conductors/circuits Installed In each conduit is listed on the design.This number MUST be adhered to.Conduit fill and de-rating calculations have been done In the design and MUST be followed.If DESCRIPTION it Is necessary to change the conductors in a conduit,check with the designer or your manager. 10)Once all conductors have been Installed In a conduit,the conduit opening MUST be sealed to prevent air exchange between cold and warm atmospheres that can cause moisture buildup and damage to the Interior of the property.Ductseal compound is to be used for this. PV-5 255 = 265 The new Q.PRO BFR-G3 is the reliable evergreen for all applications, with e a black frame design for improved aesthetics. The third module genera- tion from Q CELLS has been optimised across the board: improved output yield, higher operating reliability and durability, quicker installation and more intelligent design. INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY _ ' • Maximum yields with excellent low-light • Reduction of light reflection by 50%, and temperature behaviour. plus long-term corrosion resistance due •Certified fully resistant to level 5 salt fog to high-quality •Sol-Gel roller coating processing. ENDURING HIGH PERFORMANCE • Long-term Yield Security due to Anti LIGHTWEIGHT QUALITY FRAME PID Technology', Hot-Spot Protect, •Stability at wind loads of up to 5400 Pa and Traceable Quality Tra.QTm. with a module weight of just 19 kg due • Long-term stability due to VDE Quality to slim frame design with high-tech alloy. Tested—the strictest test program. MAXIMUM COST REDUCTIONS SAFE ELECTRONICS • Up to 31% lower logistics costs due to GCELLS • Protection against short circuits and higher module capacity per box. TOP 17RA D w .rt►ttarn thermally induced power losses due to breathable junction box and welded EXTENDED WARRANTIES 2014 cables. • Investment security due to 12-year • Increased flexibility due to MC4-inter- product warranty and 25-year linear mateable connectors. performance warranty2. p Quality Tested Gem a xon nanwYy Beat polycrystalline 1p"'°'•ad°°0" solar module 2.13 rtea.a aoeci arauez zss THE IDEAL SOLUTION FOR: 10.40032587 s1m°-- Rooftop arrays on Ground-mounted Rooftop arrays on rcii commercial/industri- solar power plants ®residential buildings al buildings R ' APT test conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, 25°C,168h a See data sheet on rear for further information. Engineered in Germany CELLS MECHANICAL I Format 65.7in x 39.4in x 1.38in(including frame) (1670 mm x 1000 mm x 35 mm) Weight 41.89 lb(19.0 kg) a a Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology ❑"^�'° i s Back Cover Composite film Frame Black anodized aluminum m Cell 6 x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes Cable 4 mmz Solar cable;(+)z45.67 in(1160 mm),(-)245.67 in 0160 mm) Connector SOLARLOK PV4,IP68 I-EE I^">m- ELECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25'C,AM 1.513 SPECTRUM)' NOMINAL POWER(+5W/-OW) [W] 255 260 265 Average Power P.. (W] 257.5 262.5 267.5 Short Circuit Current IQ [A] 8.90 9.09 9.28 Open Circuit Voltage Von [V] 37.83 38.18 38.52 Current at P-11 Ica, [A] 8.37 8.53 8.69 Voltage at P-W V� M 30.77 30.78 30.79 Efficiency(Nominal Power) n (%) z 15.3 215.6 215.9 PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT.-800 WAn2,45 s3'C.AM 1.5G SPECTRUM)2 NOMINAL POWER(+5W/-OW) [W] 255 260 265 Average Power P� cm 189.7 193.4 197.1 Short Circuit Current Ig [A] 7.18 7.33 7.48 Open Circuit Voltage V. [V] 35.22 35.54 35.86 Current at P� I.. [A] 6.56 6.68 6.80 Voltage at P.. Vim, M 28.92 28.94 28.97 'Measurement tolerances STC:t3%(P_);:10%(1..V.,I_,V_) 2 Measurement tolerances NOCT:x5%(PAW);a 10%(1,,va,I_,V_) O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 97%of nominal power during r-r--r--r'�-- --i--T- - ��� ,e first year.Thereafter max.0.6%degra- C L _ I -- - -- - -- 3 0 _ """"'"'e----- datian per year. s' At least 92%of nominal power after m W� a F ® __________________ 10 years. E: At least 83%of nominal power after V80---r--r--r--r-t- -- --ti-- r ~ n ----- 25 years. 12 r--r--r--r--r-�--�--�--, All data within measurement tolerances. -� Full warranties in accordance with the warranty terms of the Q CELLS sales IRRADIANCE rWAn21 ° s organisation of your respective country. a YEARS The typical change in module efficiency at an Irradiance of 200 W/mx in relation z, to 1000 W/m2(both at 25"C and AM 1.5G spectrum)is-2%(relative). TEMPERATURE COEFFICIENTS(AT 1000W/M7,25'C;AM 1.5G SPECTRUM) 0 Temperature Coefficient of 1. a [%/K] +0.04 Temperature Coefficient of V. a (%/K] -0.30 ti Temperature Coefficient of Pwp y [%/K] -0.42 NOCT ["F] 113 s 5.4(45 t 3°C) PROPERTIES1 DESIGNm 0 Maximum System Voltage V. M 1000(IEC)/600(UL) Safety Class I I c Maximum Series Fuse Rating [A OC] 20 Fire Rating C e m Max load UP [Ibs/R'] 75(3600 Pa) Permitted module temperature -40°F up to+185"F on continuous duty (-40'C up to+85°C) v Load Rating(UL)2 [Ibs/N'] 75(3600 Pa) Y see installation manual QUALIFICATIONS 1 CERTIFICATES PACKAGING INFORMATION >a UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 29 IEC 61215(Ed.2);IEC 61730(Ed.l)application class A Number of Pallets per 53'Corltainer 32 - s�s Number of Pallets per 40'Container 26 DVE C Pallet Dimensions(LxWxH) 68.5 in x 44.5 in x 46.0 i n Q�S:, (1740 x 1130 x 1170 mm) Pallet Weight 1323 lb(600 kg) NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. N Hanwha 0 CELLS USA Corp. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL q-cells-usa®q-cells.com I wall www.q-cells.us Engineered in Germany naCELLS [e] enphase enphase 1=9 E N E R G Y - Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System improves energy harvest, increases reliability, and dramatically - System availability greater simplifies design, installation and RELIABLE than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation SMART and management microinverter, the Envoy Communications - 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE - Low voltage DC - Reduced fire risk s�® . . �S M215 MICROINVERTER TECHNICAL DATA Input Data QQ M215-60-21-1--S22623 and M215-60-21-1--S22-NA623-NA (Ontario) Recommended input power(STC) 190-260W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 26.4V/45V Max.DC short circuit current 15A Max.input current 10.5A Output Data (AQ @208 Vac @240 Vac Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208W183-229V 240V/211-264V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak,174ms duration Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Nighttime power consumption 46mW Mechanical Data Ambient temperature range -400C to+650C Operating temperature range(internal) -400C to+850C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten softrware Compliance UL1741/IEEE1547,FCC Part 15 Class B CAN/CSA-C22.2 NO.O-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 142-00010 Rev 02 201 1 st Street Petaluma,CA 94952 Phone:877-797-4743 Fax:707-763-0784 info@enphaseenergy.com http://wvvw.enphase.com SOLARMclum Technical • . . - - 18"UNIRAC A.HIL11 rROUP CnMMNY SolarMount Technical Datasheet Pub 100602-1td V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................:............................:..................2 EndClamp......................................... .....2 SolarMount Beam Connection Hardware......................................................................3 L-Foot..............................................................................:.........................:.......:........:.3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No.321001,321002 Washer Bottom Up Clip material:One of the following extruded aluminum Bottom IVut (hidden..s alloys:6005-T5,6105-T5,6061-T6 Up Clip no r Ultimate tensile:38ksi,Yield: 35 ksi • Finish:Clear Anodized • Bottom Up Clip weight:—0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt,one Y<"-20 ASTM F594 serrated flange nut,and one'/4"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory " Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, } Ibs(N) Ibs(N) FS Ibs(N) m '.29 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1 1128(5019) 1 329(1463) 3.43 497(2213) 0.441 A r 1.00 +�.X G ' Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181)1 0.619 Dimensions specified in inches unless noted a SOLARMOUNT Technical Datasheets UNIRAC A un IT CWCYJr COW- AW SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 •\rra Mid clamp material:One of the following extruded aluminum Mid !a et�u Bolt alloys:6005-T5,6105-T5,6061-T6 Clamp Ultimate tensile:38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized • Mid clamp weight:0.050 Ibs(23g) • Allowable and design toads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac W-20 T-bolt and one%'-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance BETWEEN MODUlPS ANa Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 1 229(1017) 2.27 346(1539) 0.665 Sliding,X± 1194(5312) 1 490(2179) 1 2.44 741 (3295)1 0.620 .-►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320007,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173.320185.320220, End clamp material:One of the following extruded aluminum 320233,320234,320331 alloys:6005-T5,6105-T5,6061-T6 Bolt Ultimate tensile:38ksi,Yield: 35 ksi • Finish:Clear or Dark Anodized • End clamp weight:varies based on height:-0.058 Ibs(26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/<"-20 T bolt and one%"-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to Y part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory -s X Modules must be installed at least 1.5 in from either end of a beam t ,.s Applied Load Average Allowable Safety Design Resistance MINIMUM Direction Ultimate Load Factor, Loads Factor, HEtwfi !� lbs(N) Ibs(N) FS Ibs(N) m vrdaES i Wmi Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE 7° I { Transverse,Z± 63(279) 1 14(61) 1 4.58 21 (92), 0.330 Sliding,X± 142(630) 1 52(231) 1 2.72 79(349)1 0.555 Dimensions specie A45 esura ess-noted . . ::D TechnicalSOLARMOUM . - - UNIRC* A 10 R GROUP G^,MMNY SolarMount Beam Connection Hardware SolarMount L-Foot i Part No.310065,310066,310067,310068 • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 lbs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ';F ASTM F594 3/s"serrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-pally test Y results from an IAS accredited laboratory I x NOTE: Loads are given for the L-Foot to beam connection only;be sure to check load limits for standoff,lag screw,or other ,—r attachment method I i " 3.01 Applied Load Average Safety Design Resistance sxs�wR Direction Ultimate Allowable Load Factor, Load Factor, s 1 lbs(N) lbs(N) FS lbs(N) m Sliding,Z± 1766 856 755 3356 2.34 1141 5077 0.646 Tension,Y+1 1859(8269) 1 707(3144), 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893)1 2.46 1 2004(8913) 0.615 Traverse,.X± 486(2162) M(949)l 2.28 323(1436) 0.664 r SOLARMOUNT Technical - - - - :: U N I RAC A tilt 11 rigmp WMPAicl' SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) pif 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1728 HEX HEAD SCREW SLOT FOR T-BOLT OR 14"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.31.6 SLOT FOR -TI HEX BOLT SLOT FOR 1.385 HEX BOLT .387 .750 Y Y 1.875 k i 0.X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted r - UPDATE PERMIT RECORDS : ADD CHANGE DELETE PRINT FEES HELP END CHANGE RECORDS IN PERMIT TABLE PENTAMATION----------------------------------------------------------- 03/01/05 PERMIT NO. 67502 PARCEL ID 028 014 002 404 WAKEBY ROAD PERMIT TYPE BUILDA NEW BUILDING PERMIT ACCES DESCRIPTION 32 X 36 DETACHED HORSE BARN STATUS C COMPLETED APPLICATION DATE 03/17/2003 DATE ISSUED 03/17/2003 EXPIRATION DATE DATE COMPLETED MASTER PERMIT VARIANCE VALUATION 20000 . 00 BOND 0 . 00 ! CONSTRUCTION TYPE 328 GROUP TYPE 1 CONTRACTORS OWNER PROPERTY OWNER ARCHITECTS/ ENGINEERS/OTHERS ENTER Y IF ALL ARE CORRECT OR N TO REENTER LEAVE BLANK FOR NON-PROPERTY RELATED PERMIT. CTRL-I FOR HELP. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' L D O r� MA 0 Parcel, Permit# Health Division �� 3 f f�l�3 �� I Date Issued Conservation Division 3; %AT PrZ_ Application Fee ©� Tax Collector b / — (l't� — 3��y�(�3 Permit Fee © Treasurer C2 1C L— Ll/0 SEPTIC SYSTEM BUST BE I%STALLED IN COMPLIARC` Planning Dept. VWTH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ANL TOVVtI REGULPTION Historic-OKH Preservation/Hyannis S 1-tv�fSe S S IIS ) Project Street Address Village rlU1�'� f R1V�S �l�,lS Owner L-ci,,du, ) Sov-1 Address 4-0 UQSA k RA_ t, DAIS U I� Telephone Permit Request t't tt is&Aon j x ci Square feet: 1 st floor: existing proposed 2nd floor: existing proposed j Toff newt Mm- CD Zoning District A Flood Plain Groundwater Overlay `—' Project Valuation Construction Type o Lot Size����g CA-� , Grandfathered: ❑Yes Cl No If yes, attach supporting d cumentat n. c? w cn r— Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) rn Age of Existing Structure `1 gy Historic House: ❑Yes kNo On Old King's Highway: ❑Yes kNo Basement Type: loll ❑Crawl ❑Walkout ❑Other . Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas &iI ❑ Electric ❑Other Central Air: ❑Yes A6,No Fireplaces: Existing IAJ2.4 New Existing wood/coal stove: ❑Yes ,(No t Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing knew size 36 ��a Attached garage:Xexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded El Commercial El Yes CYNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number i Address � .� License# Ak t ��G� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 311 b3 FOR OFFICIAL USE ONLY ~ ' r PERMIT NO. r DATE ISSUED r MAP/PARCEL NO. ° `s i - ADDRESS. VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME �I� / L3�l INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSMOUT� - ASSOCIATION_PLAN NO. a RESIDENTIAL: SHEDS,- POOLS-DECKS-OPEN PORCHES- GAZEBOS DETACHED GARAGES FEE VALUE WORKSHEET ACCESSORY STRUCTiJRES >120 sq.ft.(Sheds,detached garages,gazebos,eta) >120 sf-500 sf $35.00 $ >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf 100.00 $ L 0 >1500 sf—USE NEW BUILDING PERMIT APPLICATION DECKS x$30.00= $ (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 $ ABOVE GROUND SWIMMING POOL $25.00 $ RELOCATION/MOVING $150.00 $ (Plus above fee if applicable) I PERMIT FEE $ Q:forms:dkcost eff:082301 . 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P Date ✓ �f' V Signature .. � � .,. • ..1: y -•�'• , ';, )),..• 7� L Phone ' Print name . aMCW W a only do not mite in this area to b e,completed by dty or town oMdal . peanit%Iicense# OBadingDepartment dtp or town' _ ❑Licensing Board ❑Select t='t'S Office contact person: Information•and .Instructions (assachusetts General Laws chapter�152 section 25 requires all employers toonprrovi s workers'f compensation er f°r their oted fry pq;±ract oratbe"law , an employee is.defined as every pers In the• ees..- - __ — —------ ._ . .._......... .----. .... ... . ..... ...._......._.. Fhire,_express.or imphec4 oral or assoc artaer iation, corporation or other legal entity, or any two or more of .n employer is defined as an individual, p ship, _ ie foregoing engages in a ° enterprise, and including the legal representatives of a deceased employer, or the receiver or nistee of an individual,Partnership, association or other legal entity, employing employees. However the owner.of a .. tweli g house having not more thanthree apartments and who resides therein;-or the occupant of the dwelling house of ' another who employs persons to do maintenance, constnict'ton oer�repair workodeemed to b e an dwelling house or on the groimds or errant thereto'shall not because of such employm employer. wilding appurt : MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance 6r renewal to construct ,.,... of a license or permit.to operate a business or mce with the insurance es in the coverage r quired�Additionallyth for any Ppneithbrtha a h� not produced acceptable evidence of comp shall enter into any co commonwealth'nor any of its political subdivisions �ract for the performance of public work tmtz7 acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting Applicants ; Please fill in the workers' compensatton affidavit completely,by checking the box that applies to your situation and' . supplying company names, address and phone numbers along with a certificate of_insurance as all affidavits may be pP artnent,of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and submitted to the Dep '^ date the affidavit• Tbe'���should'be returned to the city or town that the application for the permit or license is r.•. b 1equ' d,not the Departrnent:of industrial Accidents. Should you have any questions regarding the'law'.or if yQu �g este . . lease ca11`tlie D aitcaent af{he number•listed below:..: •ale requued,to obtain.a workers' cAmpensatioitpolioy,p eP . • . City or Towns e that the affidavit is complete and printed legibly. The D epariment ba s provided a space at the bottom o. Please be sur t the Office of Investigations has to contact you regarding the applicant. Please. affidavit for you to fill out in the even - ., " '�— her whichwilLbensod as a reference num6er.�TTie aff�avits ma ;e'r .: be suie,to fill ui e.peffiIt/�cense mill neiiitiyalai] or . iii1e'ss other arrangements}lavebeenmade. . •. ^..,,,.• ou in advance for you cooperation and should you have anyguestiona, . The Office of Investigations would like to thank y �• ,. .. , please do not hesitate to give'Us a call. D artment's address,telephone The Tbe'Commonwealth Of Massachusetts Department of Industrial Accidents • Otflce of laYesttgatlans 600 Washington Street l • IME 7, Town of Barnstable y Regulatory Services BAMSPABLE, ' Thomas F.Geller,Director 9 MAW. g 039. 39,E a`° Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. 10 I Type of Work: s/1 Da)(3(9 Estimated Cost0 6 Address of Work: Owner's Name: Date of Application: 3 114" l U I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑B ilding not owner-occupied [96wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Na re Q:forms:homeaffi dav, The Town of .Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: /O4 O 3 JOB LOCATION: w " mwv S Y1S Ka S number street village "HOMEOWNER!': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFIl WON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more.than one home in a two-year period shall not be considered a homeowner. Such"homeowner"'shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedur s apd requir ts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed-Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forrn/certification for use in your community. I ILIILRTGAGE LIVSPEC-TION - PIAN APPLICANT LINDA THOMPSON TO WN. MARSTONS .MILLS. . LOT I LOT 7 LOT 4 LOT 3 LOT 5 NCP PAUL A A. MERITHr-W CA d .. No, Mae 250001—0015C FLOOD GONE- C DATED 8119185 n- FLOOD PANEL.• I herebycertify that this mortgage ins action !an was prepared for- Plan i yP. P P P Bank Use Only EVANS IRREVOCABLE TRUST 84 The location of the building shown does ALT__ fall'within a special flood hazard zone. PLAN REF. _ 379 The location of the dwelling does ------ conform to the local Zoning by-laws in effect Scale 1"' _ 80 FT _ ____ at the time of construction with respect to horizontal dimensional setback requirements pp// or is eeempt from violation enforcement action under Mass. GerierW Laws Ch. 40A -Sec. 7Date.- 8 281_0?--- - -- PLEASE MOTE The structures on this inspection were located by tape not instrument and are approximate only. An actual survey is necessary for a precise determination of the.building location and encroachments, if any exist, either way across property lines. This inspection must not be used for recording purposes or for use in preparing deed descriptions and must not be used for variance or building plan purposes. This inspection must not be used to locate property lines. Verification of building locations, property line dimensions, fences or lot configuration can only be accomplished by an accurate instrument survey which may reflect different information .than what is shown hereon. This inspection is not to be used for any purposes other than mortgage. Yankee Survey accepts no responsibility for damages resulting from said reliance. Yj NKEE SURVEY CONSUL T,NTS FAx 50a-4zo-5553 0 BOX 265, 40 INDUSTRY RD, MARSTONS MILLS, MA 02648 PHONE.-508-428-0055 33844 LM F=7. LEFT ELEVATION FRONT ELEVATION 000 0 000 LW::V REAR ELEVATION RIGHT ELEVATION ALL ELEVMM THOMP50N �� 1,a„ . DAtEGKM 5/10/03 17Aa« 1 WG?0 j f n HOM PAM C3J7 nE51CN5 -908-598-9p55 mwm 6Y 1AY M. —RIDGE VENT e 16"O.C. I YB LEDGER POW COWER 36-d TIES a 92"O.C. V3 4 ASRW-T TIM TAD " %fN6LE5 OVER 1/2"COX . PLYWOOD 12" r- - - - - - - - - - - - - 7/9"T s 6 PLYwooD - I HArO-Et?AREA ONLY fO HAVE I - = I I 1/2"ANOIOR COLTS AT LEAST 71/2" I a ACOVE TOP OF POO" SpFNT VENT 2 X 5 CWMC I 5'-6" J75T5 e 16"O.C. T-ul 51vm 96"•2X6 A"POIRED St11D5 a ib"O.C. COWRM 9-V I6"X 9'.MIX POND "Y 2 X 4 PRE55U'E MATED I DROP DOdM POR 2 X 6 PRfi 2Ofl0A1 PLATES DOOR CUEOUF CON FOOIINC I/2" N GOP CO1N FOR MAED511OVR O EA 5u SEA- I AW4 TOP OF FOOIW6 DOOR CUM b b I b WN Li Mm POD CONOtETE 1Y� � bfI DNGIb " FOMMION 5'9"x FG 8"No F�D`°"�,E CE,®SS SECTS®N A I I 16"x 9"T19a POIiD _ CONMe Fo"6 Y 9"X 6"Ma PMV CONCRETE FOWDMION 16"X 9"61a flonD a I a �WNMM FOMCI OROP DOM FOR DOOR CUTOUT I I I - - --- - - - - - - - - - - - -- - - - - - - t F®LTNDATION PLAN } THOMP50N5c&f 1/4" - 1' DATEWAYN 3/10/05 PAa 2 WOW5n HOM PARN CAD DESIGNS - 508.398-9055 DRgWN 6Y 1AY M. ` 4'- ' 6'•d' 4'-0" AN � �O68-9UfE i HOI?5� 5T&L # I HOF,5�5f&U # 2 ���f7 STOpAG� TACK OOM wATW%LCOa 9'SLIDING DOOR 9'SUDWG V= 3068 a-0. �{C— T-0" —SIC 3'- �I�y`d �� 8'-(7 0 314' -II IW g COMMON WAY uo `x �30" �g-d 3-d 9'SUDWG L'Lt7R 9'SLIDING LIOOK' 9'SIADPJG IX10K D 9 in � ifl HOpS�STAl # 5 HOpS� STAl # 4 HOpS� STALL # 5 9'DI1fO1 VOCR 9 DUfQi COOP 9'DUfOi g7R2 A31 AEI A71 11. A —1 3'-O" 4'-O' 5'-O' 3'-0' I 3'-O' 5'-0' 4'-0" 12'-9 �I 12=0" �I 12'0" . 36�_0• �I P 1 - 1 OM PLAN THOMP50N I 9 I'/4" - 1- `�•� DAfE MWN g/10/03 PPQ(OQ jEn NOM PAOJ CAC CES CNS -5OB-998-9O55 CL'gWN 6Y 1AY M.