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I _. p . �,- I ��- _-VIP 'a --,P��rtx,��"it ,,,� I a.I I I � - - � 11�%�"Iil -1 I!,`�'_. . 14 I � "' - , "t- L I '# �, I , 11 IP I ", . "i jtj,� , . It ,fj 1�,,j,­"�;,,: , -., � , �._ e 'A 7� I 1. ,-, . , -I A .,,Ih� ;j:"4V "". "-,Jt;�,I�,":" I,., ,", ":;�-!,'-�fv,;, �,_f,t % -,v ia. �a i�,� . �, I :4 j.__�119­_ - - 41" I I f "'w'-w, I 1� - ,It - , �� - .�!., _ � �, �d.,�, -N ," � i ,� - - - -I �� - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �(Q Map 2 Parcel L: S A lication # Health Pp ea th Date Issued Conservation Division AUG 2 Application Fe ' ` Planning Dept. yOWN OF BARNSTABLE Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address CoNort (n/ove_' L0 Cln 1&-y,�lle IfJ4, d.2-6. � Z Village Owner Address 3 q 6a,1+on tnloa, c) L✓► Telephone 7 C7 S';L Permit Request :t7n o P r4 b 1 5r t SJ�ti/ /✓S cf C24n 0$1 C /oa cc kf- 4 S S S i Z < n rF % 7 I< W ,Q-L era 4 f7�n!Y S�'z e cv j-' , 3 ' A S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R es �-41ood Plain Groundwater Overlay Project Valuation O SJConstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W/ Two Family ❑ Multi-FaYNo (# units) Age e of Existing Structure I f 8'4( Historic House: ❑Yes On Old'King's Highway: ❑Yes ❑ No / Basement Type: E�Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C h r/, 4-0 4 6- ?h Telephone Number S� V6 - Address . q coo S A /' f"� 7y n /. License # CS /-i- - V V3 �r 13 Gc n on 141A D 27 Home Improvement Contractor# Email <e,Jh. 14o, , �alw�vc°/� orker's Compensation # L✓C S 3 S 17 3 a-4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 Oh S ;�v�,v 6 ���h �vr 1`14 o 27$-v SIGNATURE DATE il' '/ � - / 1� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER `# DATE OF INSPECTION: FOUNDATION FRAME INSULATION ` FIREPLACE ti ELECTRICAL: ROUGH FINAL T PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r - DATE CLOSED OUT F ASSOCIATION PLAN NO. The Cotnnionivealth of massachiisetts Departrraent vflndustrialllccidents a , X Congress Sheet,Suite 100 Boston,A 4 02 U42017 MVJV.3nass gov/din Workers'Compensation Insurance Affidavit:Builders/Contactors/l;Iectricians/Plumbers, TO BE I+ILED WITH THE, M12M'iTINC A'iTI'HORITY. Aplplicairtlnformation Please Print LeOblV Name(Business/Organizationllndivldual):Direct Energy Solar d/bla Astrum Solar Inc. Address: 195 Constitution Dr. CitylStatelZip:Taunton, MA 02780 Phone#:(508)614-0146 ` Are you an employer?Check the appropriate box: hype of project(required); Y am a employer with 7_ employees(full andlorpaiftime).* 7. L]New construction 2, Iama solo proprietororpartnershipandhaveno employees working formein ` p [No workers'comp.insurance regvirW] 8. Remodeling any capacity. 1 ity. 9. Demolition 3,[J I am a homeowner doing all work myself jNo workers'comp.insurance requned.]t ❑ 4.[]I am ahomeowner and will be hiring contractors to conduct all work on my property. T;vilt 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I LEI Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.rl I am a general contractor and l have hired the sub-contractom listed on the attached sheet- These These sub-contractors have employees and have workers'comp.insurance,$ 14.00ther PV Solar Install . 6.II We are a eoiporationand its officers have exercised their right ofexemption per MGL o, 152,§1(4),and we have no employees.(Ido workers'comp,insurance required,] *Airy applicantthat 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. L #Contractors that check this box'must attached an additional sheet showing the name oftho sub-contractors and statewhether•ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp.policy number, .1 aru an wipleyer that is pt ovit itig blot kets'COMPefisatlorl insul alice fos•my emvloyees. Beloit/is the policy arzd job site informadon. '7ns»ance Company Name:Zurich American Insurance Company , Policy#or Self-ins.Lic.#:ViIC595397302 Bxpfiation'Date:0110112017 , Job Site Address: 34 t'o H61-1 101i City1S#ate/Zip: //,� OEIW Attach a copy of the workers'compensation policy declaration page(showing the*policy number and expiration 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$250.00 a ' day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA;for insurance , coverage verinea' ._ Ido I;ereby c�tify et ie aiirs n pe es ofpetjrcty thattlie ir2forvtiation pt ovided a6ov zs#nr aru/correc Si nature: Date: - 41 Phone#: Official use osily. Do riot 11P in this a}•ert,to be completed by city or toiiw official CriY' of Town: Permit/License# IssuingAuthority(circle one): 1.Board of Health 2.BuildingDepartment 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other Contact Person: Phone#: ACORO DATE(MM/DDNYYY) 16.� CERTIFICATE OF LIABILITY INSURANCE page 1 of 1 07/26/2016 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. PHONE - FAX c/o 26 Century Blvd. • 877-945-7378 888-467-2378 P.O. Box 305191 E-MwL certificates@willis.com Nashville, TN 37230-5191 1NSURER(S)AFFORDINGCOVERAGE 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: Direct Energy Solar, Inc. INSURERD: 8955 Senkels Lane, Suite 508 Annapolis Junction, MD 20701 INSURERE: INSURERE: COVERAGES CERTIFICATE NUMBER:24580574 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 TYPEOFINSURANCE DDL SUB pOLICYNUMBER POLICY EFF POLICYEXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY XSLG27341226 1/1/2016 1/1/2017 EACH OCCURRENCE $ 1.-000 000- DpAAMMAAGGEE77 ELATED CLAIMS-MADE OCCUR PREMf5E5 aoccurence) $ 100,000 X SIR: $100,000 MED EXP(Anyone person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 1.000.000 POLICYEil JET LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 13AP595396602 1/1/2016 1/1/2017 {Ea accident) $ 1,000,000 X ANYAUTO ry BODILY INJURY(Per person) $. ALLOWNED SCHEDULED t AUTOS AUTOS BODILY INJURY(PeracrJdent) $ HIRED AUTOS NON-OWNED PROPERTYDAMAGE AUTOS (Per accident) $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE -$ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ g WORKERS COMPENSATION WC595397302 1/1/2016 1/1/2017 X AND EMPLOYERS'LIABILITY - B ANY PROPRIETOR/PARTNER/EXECUTIVE N/A WC595396902 1/1/2016 1/1/2017 E.L.EACH ACCIDENT $ 1 OOO,OOO OFFICER/MEMBER EXCLUDED? FNJ It Mandatory inNH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ffyyes,describe under DESCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,maybe 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 200 Main Street Hyannis,,.MA 02601 Coll:4936252 Tpl:2010558 Cert:24580574 ©198 2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01)' The ACORD name and logo are registered marks of ACORD AOstructures Inc. PO Box 413 Carnelian Bay,CA 96140 • 916.541.8586 + www.AOstructures.com structures April 2, 2016 To: Direct Energy-MA 15 Avenue E Hopkinton, MA.01748 , Subject: Certification Letter Murray Residence 34 Cottonwood Lane Centerville, MA.02632 To Whom It May Concern, A jobsite observation of the condition of the existing framing system was performed by an audit team of Direct Energy-MA at Fti the request of AOstructures, Inc..All attached structural calculations are based on these observations and the design criteria listed below and only deemed valid if provided information is true and accurate. On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements.The observed roof framing is described below. If field conditions differ,contractor to notify engineer prior to starting construction. The roof structure of(Roof 1)consists of composition shingle on roof plywood that is supported by 2x8 rafters @ 16"o.c.with ceiling joists acting as rafter ties.The rafters have a max projected horizontal span of 13'-0",with a slope of 22 degrees.The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. Jhe existing roof framing system of(Roof 1)is judged to be adequate to withstand the loading imposed by the installation of the I solar panels. No reinforcement is necessaryf— The spacing of the solar standoffs should be kept at 48"o.c with a staggered pattern to ensure proper distribution of loads. i Design Criteria: * Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and NDS-12' • Roof Dead Load=9 psf(Roof 1) • Roof Live Load=20 psf • Wind Speed=110 mph, Exposure C , • Ground Snow Load 30 psf.- Roof Snow Load=21 psf Please contact me with any further questions or concerns regarding this project. Sincerely, a. ANDREW _ OES REICHER - • hta 5217A...F .. _ Andrew Oesterreicher,P.E. • 'A Project Engineer 3 SfYAL Digitally signed by Andrew Oesterreicher,PE Date:2016.04.02 15:40:55-07'00' Murray Residence, Centerville, MA 1. 5 3� AOstructures Inc. 790 Carnelian Circle - Carnelian Bay,CA 96140 oil 916.541.8586 www.AOstructures.com structures Gravity Loading ` Roof Snow Load Calculations p9=Ground Snow Load= 30 psf pf=0.7 Ce Cf I p9 ;(ASCE7-Eq 7-1) Ce=Exposure Factor= 1 (ASCE7-Table 7-2) Cf=Thermal Factor= 1 (ASCE7-Table 7-3) I=Importance Factor= 1 _ Pf Flat Roof Snow Load= ~21.0 psf } P5=CSpf e (ASCE7 Eq 7-2) _ Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 21.0 psf F- llPV Dead Load=3.8 psf(Per Direct Energy MA) Roof bead Load(Roof 1) Composition Shingle 4.00 Roof Plywood - 2.00 i. 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL Roof 1 _ 9.0 psf_ DL Adjusted to 22 Degree Slope 9.7 psf Ar Murray Residence, Centerville, MA 2 i AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 FM . 916.541.8586 ructures www.AOstructures.com st • Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables g. Wind Speed 110 mph Exposure Category C Roof Shape GablelHip . r Roof Slope 22 degrees _Mean Roof Height 20 ft Effective Wind Area r~ 19.3 ft- Design Wind Pressure Calculations Wind Pressure P=qh*G*Cn qh=0.00256*K-z*Kzt*_Kd*VA *Iy (Eq_6 15) Kz(Exposure Coefficient)= 0.9 (Table 6-3) Kzt(topographic factor)- 1 _: - (Fig.-6-4) _Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed) 110 mph 4 Importance Factor= 1 (Table 6 1) r qh= 23.70 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp=_ 0.86 -1.51 -2.37 0.42 _ _,(Fig.6-11) UPlift Pressure -20.43 psf -35.78 psf -56.21 psf 10.0 psf X Standoff Spacing A_ 4.00 4.00 2.67 Y Standoff Spacing 3.50 1.75 1.75 Tributary Area _�` 14.00 7.00 4,67 7 Footing Uplift= -286 lb -250 lb -262 lb Standoff Uplift Check Maximum Design Uplift= -286 lb Standoff Uplift Capacity = 400 lb 400 lb capacity>286 lb demand Therefore,OK Fastener Capacity Check Fastener= 1 -5/16"dia Lag _ Number of Fasteners= 1 _ Y +. i Embedment Depth= 2.25 Pullout Ca aci Per Inch= 250 lb Fastener Capacity= 563 lb wIFS6f9.5= 3AIb _ - •376 lb capacity>286 lb demand Therefore,OK Murray Residence, Centerville, MA 3.. AOstructures Inc. 790 Carnelian Circle • _ Carnelian Bay,CA 96140 BtYU CtU P@S 916.541.8586 www.AOstructures.com Framing Check (Roof 1) PASS w=46 plf Dead Load 9.7 psf PV Load 3.8 psf Snow Load 21.0 psf 2x8 Rafters @ 1'6'b'.c. AnIk Governing Load Combo=DL+SL Member Span, 13'-0" Total Load 34.5 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x A2 x 1.15 Allowed Bending Stress=1388.6 psi A , t Maximum Moment = (wL12)/8 971.942 ft# = 11663.3 in# Actual Bending Stress=(Maximum Moment)/S =887.6 psi Allowed>Actual 64%Stressed Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E=1400000 psi Per NDS) = 0.866 in Deflection Criteria Based on Simple Span Actual Deflection(Total Load) _ (5*w*L'4)/(384*E*I) 0.444 in = L1352 > U180 - Therefore OK' Allowed Deflection(Live Load) = U240 0.65 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) ' 0.270 in t1578 > U240 Therefore OK Check Shear Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w*L 12 = 299 lb Allowed>Actual--20.4%Stressed Therefore,OK Murray Residence, Centerville, MA 4 Murray Residence - Town of Barnstable - •.34 Cottonwood Ln 200 Main St,Hyannis,MA 02601 -;Centerville,MA 02632 System Ratings - w> zo ` G N i ., 4.77 kW DC Photovoltaic Solar Array ,. z 3.87 kW AC Photovoltaic Solar Array•, t '13' m _ S- �\ - _Equipment Summary Roar AB: 14'11'- 22- 18 Q Cell 265 Poly Black Frame Modules' ° Asp"lt p aneft 18 Enphase M215-60-2LL-S22 Inverters - llnbaC ' a _ Ridge:Ve: . .. - NE Rake:6'. .�72 Roof Attachments M Sheet Index .. _• - '. - �p PV-1 Cover PV-2.1 Description of Work and Load Calculations- A - p PV-3 -Electrical Diagram - r PV-3.1 Electrical Calculations - - PV-4 String and Conduit Layout• t m .- - PV-5 Equipment Ratings&Signage - .. - t.gm! t �•- OW1n Governing Codes 2014 National Electric Code ..Massachusetts Residential Code,8th Edition Underwriters Labratories(UL)Standards " OSHA 29 CFR 1910.269 ASCE-7-10pO a �ySN Of Su4 llsq i 3 e 3+ Ga r �0 ' ANDREW' G ! G OESTERRE10" No52174 - �� 15. q � FG/STOR SS/ONAL P • Dlgkallyslgned by Andrewoeuerrelcher,PE • Date:2016.04.0215:41:39-07-09 Stempetl and signed for ✓ _ omit urel only.Reference COVER SHEET the attached structural lette - Instead of the plans for all calculations. - PV-1 A - - _ Typical Section 4.77 kW DC Photovoltaic Sala,Artay. • This solaranay lscompdsed of SBgCe11265 Poly Black Frame solar panels.Thepanels are mounted uzing the Unirac Solarmountsalar w ca 1 unting rail to the building's 2xe,spacetl at 16 dc.Each zolar panel is aitached to an Enphase M215-60.2-22 mio-oanvertealo mounted j whe Unimc Solarmount roildreRNb neath the genet G x The a.-Is produce DC power when struck by sunlight The DC power Is.A,,ncd to 240 V AC power at the Microinverters p Z s� 11,111nod.dnstring,with amadmumnumbe,of 17 micro-Inverters In each string • t Thissystemwlllbegdd-tied.If the solar panels produce more power Nan is usetl bythebull4ing,[he ezcess power Rows back iota[he utility _ gdd through a net..an td be available for other pawer users. t All metal parts including solar panel frames,micro-inverters,and mounting rails are grounded using the manufacturers recommended - ii,a-ding method and WEEaI.hndlogy-as with his AWG grounding wire.- - '�•,4W..'(�Vs�' - ^ Q -IVA OF The null din,was constructed in 19g4. - AN RE 9 - 0 6TEftRE1CHER we'O�s No.52174 o a o-PFofsrEa�� o SSlONAL ' _ panel vyant Panel Dimensions 117 in It 39A in System Weight - 1206 lb, Stamped a0tl 61QOetl for T _ Panel Weight 43.7 Its System Distributed Land 3.7 psf structural only.ReferenceLut the attached structural lelte ✓d f0 ' System Square Footage. 324 sq itRooJsuppart 2.8. - Instead of the plans far ell W C O Rackin9Wei9ht - 3401bs Actual Point Land Mox Spacing 4ft celculaDan9. - GwILA -- M ro-lnve,ter Weight 79.2 Its Total number of Roof Penetrotlons 72 ox M Allowable Roll Overhang .In ��•ys/t - - Members are Hem,Fir(North)allowing 23S Its per Inch thread depth i • - _ Note1:Use,5/16'x 4'Hex H.d Stainless Steel Lag Screws ` Varlable5 - s Note l:larofS-n Members arc 2 xa k •' h - 14 it •� 25it Pnet Oownforce 8.9 psf '' Note3 Unl Salarmount Racking , S o H 26 it Wind Downforce 8.9 Psf _ IPnet Uplift -40.2 psf Roof Pitch- 22 degrees Wind Uplift -40.2 psf B 5.5 Load Combinatbns 'Ma' - IN plf V 110 mph Kz[ 1 - DI ID2 103 jUplift Max Span 4ft " S aw Load 30 psf Exposure Category B - Dad Load D 3.7 3.7 3.7 2.2 psf Actual Span 4ft 'G 3 g Roof Zone 3 A 1 Snow Load S 1 30.0 O.0 22.5 0.0 ps( Rd - 3691bs w ca E 324 - 1 1 r DWL' pae[ 0.0 8.9 6.] -40.2 psf Ru 416Ibs O O . - - Total Load p•a 33.7 12.61 32.91 38.0 psf Required Thread Depth 1.771n Distrib TL 92.3 34.6 90.1 103.9pif Actual Thread Depth .. 3.25In O J ~ K G. ;f � o a _ _ •OWL,Design Wind mad -Absolute mines are indimtedfar the mic lotedquanHBes cfP-Up/h and sv-Uplift U 5 Glossary of7erms for Load Calculations Is Building Height _ A Adjustment Factor for M1eigM - - H Building Least Horizan[al Ragm'ch Roof Pitrh - I Importance Factoraf fo-Inglebrailyresldenm v I Barm wind Speed DESCRIPTION OF Sao,Lead snow Load R Madme length perileadi.lin to beams WORK&LOAD Roofzne Roof Zone - Rd POInl Load Maximum Downforce. - ` F EHecti-near A- 4 it. Point Land-Italia ` CALCULATIONS Roof Zone Setback Length ` Exposure B-Suburban single family dwelling. Pi et Downforre Net Design Downforce Ike-, , category Pntt Uplift Net Design Uplift Pressure Nat Tap.asphic Factor PV-2.1 Ele 1,WDf,—lar m—y kW XPh,—Ulc Soler Array _ Evers.—All—Number-1420121 Wl1 .. A1.W>�aG4lMMln ttl of MewOMP4rly g `$ - Mulray,Wlltlem w =a 5 34 Cottomaood lane ,M�wvrmnwNemu�ev.rm w • . . Cencervllle,MA 02632 F tN� 30Amp aA'j-1 A- INm MOEe, 1 bu.omo.a� sue.+d 1 mm Mmwltnl •�^. .. a _ 1 a. 1 - 1 t rnmrr I .. ------ y 1 a.o4m.rm•.am mlrM.. CAIc,2 . .. eca«Ic rams: ewr.AcmrMe I —• r..,r I_1 taoan IWf.. ... Y• . W «Avr ro 11141dvaa ®� .bdot Mow lma UawI 111a-IMHLTdFirgaa a•ma 1 .2 " - - Ilan maw __ wmwa.t.rs rlgnMrra,. I«I«rn rkmr rear I vael - . :Hare UIc,1 w4a.AtmrrraMrm trevw:ai r.u.tr..lmavm _ S, -. sn..� O D .. .. - a 3 E • .. _ -. ELECTRICAL - .. DIAGRAM . PV-3 Electdcal Dl19re1 for Mumy-d.TT kW a Photovoltaic Solar Array E........Account Number:14201210011 `a tl«ax. PV CAcelt Condactos PV Circuit Conctow du AC Condole.,Pene1 ro PV Awry Wln Cal a 1� l sns«a caa.m.s. Mlnima.nfIDAWG Interconnections LST Wire Cec p 2 f �^ -. A-P• NmE SONG CALCULATION Mlnimmn R 6 AWG c m.la sa..asnv= 201 VZ01d NEC Ankle 31D -R t AWG for 60 degree rating at 60 Amps 1s.a tzsx = zna Amp. 1w ssox uoA«p. w • - Fabdm m«a en.l.r too Amp• Fug Load edge..ga:...........:24 WI1/2014RE NGle310CALCULATION er.es« 120 1-1 Source Voltage.eel)..........:75 Full Load Ampe NECrage Article « o • too = xo Am Length of Duty (Feet)..........C75 Full Load ............. 3 >:Amperage :16.2 tlaarta 1. to es.- ttss Amp. Load Duty Tp...............:Continuous Length Vella ......:230 •+a. a;arca x. a ns.usx= aA;ap. Conduct.TYpe.a..............:TWM4 Length tRun-(Feel).... '30 Candumar Material..............:Capper Load ON Conductor Local]on...........:Dry.Dow Canductor Type..............0 TMg128 • Conductor Insulation Ten,,and-90•C Conductor,Material- copper Rrasop Inelaeaxmn.NEC 310 151Bp3nc) Conduct.La to ial........:Dry w Droop Dktwue Alma Roof............:Ai ne 13 min to 90 on,jab-112 inch W 3 112 inch) Conductor Incubi in.T .alum 90•ro . A-ga Outside Tamp...........:90 Deg'F 32.2 Dag.C empe Tewp.mwe Add er..............:d0 Dap. Ambient Tempennune............:26.30'C a 78-86'F Terminal Tempersiwe Rating :60'C - AdjustedeA Tee�mmure...:130 0 Deg.F 54.2 Deg.C Circuit Type:Single Phase 3 Wire(2 phase conductors A neutral) T.- Circuit Type:Single Phase 3 Was(2 phase conductors A neutral Con of Circuit Cunnsent: lnnp Conductors:2 at'.of Grcut C mC. Conduct.a:2 ) 'Conductor Rep..emem 1 Ad ft ianal Cumm�Can ing Condo :2 LoaFull Load Ampe or...:16.2 .25 - Load Duty MultiMultip 1 25 - d - - Total Oly.Cmr I.yirQ Cvnd-.....:d Ambient Temp Multiplier.:1.15 Conduct.Ratwinmem: City.Conduciam Multiplier:1.0 . Full Load A ops .9.0 - .. Load DmYMAipIW :1.25 ' Required Conductor Ampacty:23.29 _ Arsdiem Temp.Multiplier.:1.32 Temunm R-Ahem ra: . • Cn'.Co-.-Lhdlipuis:1.26 Full Lead Amps...........:16.2 J r m • Load Duty Multiplier. 1.25 Tenmad C.mam.AnymceY 18 56 - .-.. ... amnrW R.pueement: Required T.-ho l Ampacty:20.25. T L. Full Laud Amlxi pies.....:1.2 Selected Conductor. Cd�p Load Duty Multiple......125 Conductor Ampacty.... 75.0 OWN Raquel T.wlnai Ampnity.11.25 Ambient Temp Denote :0.67 � Selected Conduclor. Oty.Conductors Derste 1.0 - Cmduct.Arrygcdy.....'d0.0 - Amtient T.M.Derma.. :0 76 SELEtadCT D CON y.CTOR SIZE _ . otY-Co.hctma Ocme...de SELECTED CONDUCTOR SIZE:6 Awg _ - ' 2 x OhmWMilFt x Length x Amps 2 x O.a91 x 30 x 23.29 ,. .. .Adjusted Ampecily-.....::2d.32 ' - VD n � =O.4 - Electrical Notes SELECTED CONDUCTOR SIZE;1D Awg TODD x City Wass per Phase 1000 x 1 rl m.e:y.�11.a ama-d-1. 2 x DIureM1iIF,x length.An 2 x 1.2A x 75 x 18.56 ' Vohs Al Load Terminals ..:239.52 iDDO x 01y We-per phase INN 1 -1.67 Actual Percent Voltage.Drop.:02 a, n'�'_""•` Who Al Load T.snure ie.: 238.37 nor aI... a,«.u.aa.«nr«w«..«,nr AcwelP mVotege Drop 0.7 - C Jo - - -ei� pdpmp ELECTRICAL CALCULATIONS PV-3.1 . f. Slid ng and Candult laY°ut - u Murray,William.Residence Eled,leal Review O o 34 Cottonwood Lane CemeMlle,MA 02632 =a f 6 Taunton,MA Office:Keith Anderson ^ .,. Reviewed BY Mail—D.(610 6RD-0805) Fnancng P—hase(Sungage) • (18)OCe115 265.Paneb wkh(18)M2151nveners PV meter type:Enphase RGM(E—y S) - - ' Envoy S location:Outside Internet Connenlan:Cellular) " !Main Elatlical Panel:100 Amp I-T-E..x Utility:Everseurce .. Cirat Calculations: - - H In....x.9/Inverter=16.1 Amps x 1.25=20.26 FLA.' + Enphase AC Combiner with:(2)2 pole,20 Amp chait breakers,it)1po1e,5 Amp cl—ftb...ker(to,Envpy S) T Int—nection Catalan)..:N/A,Line 51de Tap .. t InteranneRlon wit Ibe a Line Sid,Tap in alunctlon Be.located outs de by the utliky mete,from the lST,Install Mining t°a125 Amp Main Breaker Enclosure wRhe2 1e,25 Am,32 kA1C rated clrcuX breaker mounted ad ac ntmthe Maln Do P e • _ Electrical Pont it bdckecboartl mayeeetltpbe lnstalledl.Fromthe Main Breaker Enclosure,wire oulsldetoa30Amp Non-fused 0lscpnneR Switch locatednexttotheutllRy meter,andthen lntothe Enphase AC Combiner.FmmtheAC - Cmb'ner,le-al—adult upthewallandwraponlbthefoof.Continue acrosstheroof surfaceands°larracking[o the)unctionbe,leaneduada theamay,asshe,,In the drawing.All of mounted cmad.b must be at least)'above - - - - e the ioofsurface and flash supported properly.There will be two elrahs of im,—,to the roof. 13'S" O W tR Roof A/B Asphalt Shingle - - - 16 Panels ` .... Uni at, b Wile:6" � 14'.11" - ! • NE Rake:6" 0. Circuk t(10) G Circuit 2(8) ✓ m f Junction Box .. O End Cap :. STRING& - - CONDUIT ' -Trunk Cable LAYOUT -Exterior Conduit PV ModuleR r1gr@$TC Inverter Retlner 518ne8e Requirements . rlc.e u.4,ew `: ., . WARNING WARNING INVERTER OUTPUT CONNECTION.[ NOT `"": �_<_ ,r., •.r-<° .- _.= RELOCATE THIS OVERCURRENT DEVICE - ELECTRICAL SHOCK HAZARD WARNING DO NOT TOUCH o r �� • TERMINALS!TERMINALS DUALPOWER SOURCE SECOND SOURCE ON BOTH LINE AND LOAD 'IS PHOTOVOLTAIC SYSTEM SIDES MAY BE ENERGIZED IN THE OPEN POSITION T ' t' • - °'.,� _.,:N '' fir.`: ... r � �-�5 � ,.��9� �• EQUIPMENT y - ;. RATINGS&SIGNAGE . P V-5 4 .v i¢{h r; ry _J nil z • • • r t I♦ t 1 : . eA c� The new Q.PRO BFR-G3 is the reliable evergreen for all applications,With 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 W ry _ . SAFE ELECTRONICS • Up to 31% lower logistics costs due to 4-- h[ . • Protection against short circuits and higher module capacity per box. = ___ -- thermally induced power,losses due to ;_•�,�:_r breathable junction box and welded EXTENDED WARRANTIES 2,014 cables. • Investment security due to 12-year • Increased flexibility due to MC4-inter- product warranty and 25-year linear mateable connectors. performance warranty2. V� .... .. QualityTeGWd - - V hish IlWftBest polyeryih0ine.. salarmadule2013 . woae.e„aev;o aeeuniis. THE IDEAL SOLUTION FOR: I 4003258' Rooftop arrays on Ground-mounted Rooftop arrays on commercial/industri- solar power plants residential buildings at buildings. ' APT test conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, 25-C,168h z See data sheet on rear for further information: CELLS Engineered in Germany CG f r Format 65.7 in x 39.4in x 1.38in(including frame) (1670 mm x 1000 mm x 35 mm) Weight 41.89 lb(19.0 kg) t Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology t ❑-- aF Back Cover Composite film Frame Black anodized aluminum ° Cell 6 x 10 polycrystalline solar cells ° Junction box Protection class IP67,with bypass diodes b Cable 4 mm?Solar cable;(+)245.67 in(1160 mm),(-)245.67 in(1160 mm) I��e osmm, °.wru°mom Connector SOLARLOK PV4,IP68 ELECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD TEST CONDITIONS(STO 1000 W/rna,25•C,AM 1:5 G SPECTRUM)'` NOMINAL POWER(+5W/-OW) [W] 255 260 265 Average Power PyPP [W] 257.5 262.5 267.5 Short Circuit Current Ise [A] 8.90 9.09 9.28 Open circuit Voltage V. [V] 37.83 38.18 38.52 Current at P., Impp [A] 8.37 8.53 8.69 Voltage at P., V. IV] 30.77 30.78 30.79 Efficiency(Nominal Power) r) [%7 Z 15.3 215.6 215.9 PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:BOO W/mz,45:WC.AM 1.5G SPECTRUM)2 NOMINAL POWER(+5W/-0 W) [Wl 255 260 265 Average Power PPP M 189.7 193.4 197.1 Short circuit Current Isc [A] 7.18 7.33 7.48 open Circuit Voltage V. M 35.22 35.54 35.86 Current at P., IMPP [A] 6.56 6.63 6.80 voltage at P" V. M 28.92 28.94 28.97 'Measurement tolerances STC:t3%(Pmw);t10%(1 ,Vim,1.11,Vm d 2 Measurement tolerances NOCT:t5%(Pm,,);t10%(I.,a,I,PP,V PP) O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW,IRRADIANCE z510° , At least 97%of nominal power during arm --r--r--r--r- -- --n--r- o first year.Thereafter max.0.6%degra- ; �3 u ------ ------------------------ dation per year. At least 92%of nominal power after LL __�__�__�_ 10 ears. ------------------ Y At least 83%of nominal power after 90 --r--�--r--r' r- -- --ti-- Wi F .- 25 years. All data within measurement tolerances. A Full warranties in accordance with the 100 '°° 3°° 400 S0° A. '0° t0D '40 t00D warranty terms of the Q CELLS sales mxgmance pwm�l a organisation of your respective country. 'ra•.ummwl°wm�a�e°.ae u.nRmwm°ao• m YEARS The typical change in module efficiency at an irradiance of 200 W/m2 in relation z to 1000 W/m2(both at 25°C and AM 1.5G spectrum)is-2%(relative). o m7 TEMPERATURE COEFFICIENTS(AT 1000W/M2,25°G,AM 1.5G SPECTRUM)_ Temperature Coefficient of IS, a [%/Kl +0.04 Temperature Coefficient of Vm P [%/14 -0.30 R Temperature Coefficient of P. y [%/)a -0.42 NOCT [°F] 113 t 5.4(45 t 3°C) :? r, PROPERTIES FOR. DESIGN m o a Maximum System Voltage Vsn M 1000(IEC)/600(UL) Safety Class I I cr Maximum Series Fuse Rating [A OCl 20 Fire Rating C E Max load(UL)2 [Its/ft2l 75(3600'Pa) Permitted module temperature -40°F up to+185°F on continuous duty (-40°C up to+85°C) Load Rating(UL)' [Ihs/ft2] 75(3600 Pa) 2 see installation manual 3 QUALIFICATIONS 1 CERTIFICATES PACkAGING INFORMATION 9 B m UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 29 IEC 61215(Ed.2);IEC 61730(Ed.1)application class A Number Of Pallets per 53'corttaiBBr 32 - �r �r Number of Pallets per 49 Container 26 pVE C `LP C P! us Pallet Dimensions(L x IN H T 68.5 in x 44.5 in x 46.0 in d vlm ou,.n (1740 x 1130 x 1170 mm) Pallet Weigh 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 Q 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 WEB www.q-cells.us Engineered in Germany OCELLS ' `Y .:..:..0 _.e.... .a:.�.-l-:.i..a,.�.a,.....�:...n- �..v: l -et.;_a..:.o...+--w......•.—�•-.J_..ws-- ..r.......�.� .— .a-d,• a tit 0,` 4 E!I VOe-'i, E N'`E R. G:'.:Y• 10 A- 41 .. - 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 x monitoring and analysis software. —Low voltage DC, SAFE -:Reduced fire risk (COS' M215 MICRO NVERTER TECHNICAL DATA 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 Cif Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration)' 0.9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 24OV/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 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 , Ambient temperature range -40°C to+65'C Operating temperature range(internal) -40°C to+85'C „ Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0,)* Weight 16 kg(3.5 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket U'L�LJ�I�l�;7 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 y CAN/CSA-C22.2 NO.O-M91,0.4-04,and 107.1-01 . Enphase,Energy; Inc: - 142-00010Rev02 ; 201 1st Street Petaluma,CA 94952 `Phone:877-797-4743 Fax:707-763-0784 info@enphaseener.gy.com http.//www.enphase.com Y I SRC ® FRAME TOOLS SFM TM MICRO RAIL 3_INSTALLATION GUIDE ; PAGE ----------------------------------------------------------------------------------------------------------------------------------- TE CHNICAL PE S CIFICATIS•ON . TOOLS REQUIRED Q D OR RECOMMENDED FOR LAYOUT, SAFETY. ALL applicable OSHA safety guidelines Material,Types FLASHINGS &ROOF ATTACHMENTS: should be observed when working on a PV All extruded components: Hammer installation job site. The installation and handling 6005A T61 or 6061 T6 Aluminum Marker/crayon of PV solar modules, electrical installation and PV • Measuring tape racking systems involves handling components Hardware:Stainless SteeL Drill with potentially sharp metal edges. Rules regarding Bonding and Grounding:Integrated in Pilot drill bit the use of gloves and other personal protective MicrorailTm (TrimraihTm and row to row bonding Pry bar equipment should be observed. requires additional components) String line TCiRrU�SpC�1"IGA71 TOOLS FOR MODULE INSTALL: AIImSFMFHardware 20 ft-l. . • Drill and socket adapter or socket wrench 1/2"socket Grounding lugs Per Page"M • 1/4"hex driver • Torque wrench 001 SUS 1 1SFMMICRORAILFLASHING��A 1 � Tip � ' ® INSTALLATION GUIDE 1 PAGE ----------------------------------------------------------------------------------------------------------------------------- .. ROOF RIDGE y:' ------------- 11 i PILOT HOLES: Drill pilot holes for lag FLASHINGS:place flashings screws or structural screws(as necessary) Mod NS+ 1" I � I ~� f INSTALL SLIDERS AND e Mod NS+1" TRIMRAILTM ROOF ATTACHMENTS: e Follow manufacturer,instructions for flashing installation procedures e o s e • INSTALL SLIDERS AND TRIMRAIL ROOF ATTACHMENTS: • Insertflashings per manufacturer instructions - NOTE:Use Lag screw or structural fastener with a maximum diameter of 5/16" Attach.sliders to rafters Verify proper row to row spacing for module size (Mod NS+1"): EAVE • Ensure that TrimrailTm roof attachments in each row have sufficient engagement with slider dovetails for proper attachment. � � - I I lul s� �F I� 4 �� r r r�, I � = -�1 � ��� � .i i� � ��i 1�.� f I� i I IIr� ��IIp lI � � Ir Ills, i I I i`„ � 1 `f�l`,l 6 1 I ��1.I�4�_. 1 �I°` F� _��I� � II I� � II\II u VI ��I� 4'0 I� y� � L �� e1rt �,.• � .�. —� ;� �_ti �� � - . � � � , � � --,--- _ ��' ,fir ':r, _ '�� fit. ������� ,�� -`, -/ r�I-ilk �.._ rs� rater,,. :. .-i �..-.-.-..-..� '� ----_-�._ � � __ _ .�_���r ice- .-�-/f ri _ -r _- _ ��' � -- _-- ����i�►i�� ,��. r. sue' DocuSign Envelope ID:7F13A42A-0452-494E-9891-936136D4928A 049 Direct Energy Lie Solar- Direct Energy Solar Residential Installation Contract MASSACHUSETTS RESIDENTIAL SOLAR 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. d/b/a Direct Energy Solar ("Direct Energy Solar") whose address is 195 Constitution Drive, Taunton, MA 02780 and William Murray ("Customer"), whose address is 34 Cottonwood Ln, Centerville, MA 02632-1910 (the "Property"). 9 System Specifications 4.77 kW photovoltaic solar energy system 18 Q Cells 265W Poly Black Frame solar panels Enphase M215-60-2LLS22-IG with 25 year warranty TOTAL SALE PRICE $22,180.50 Federal Tax Credit ($6,654.15) MA Tax Credit ($1,000.00)(subject to availability) SOLAR SYSTEM NET COST $13,026.35 i a ' s Terms of Payment This Agreement is contingent upon Customer's approval for financing by Term Loan Provider and Customer's acceptance of such financing for the Solar System purchased by Customer pursuant to this Agreement.A down payment of due at signing as nonrefundable deposit and $0 due at final inspection and approval of all permits. Timeline Commencement of the installation will occur within ninety(90)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 Energy Solar 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. CUSTOMER IIlI1gocusienedby: Wl�A1M i�1UYY 2/28/2016 Date: Al FljnAdflFSFdLiF DIRECT ENERGY SOLAR . Date: Date: AC707 24-16-158551 SDQ-155654 Page 1 NJHIC: 13VH05618900 LAW=Solar, Inc.;All rights reserved Office of Consumer•:Affairs d Buszness-Regulation 10 Parr Plaza - Suite 517.0 Boston, Massachusetts.02116 Home Improven?e'al. ontractor Registration - Registration: 168228 "' } Type: Supplement Card ASTRUM SOLAR INC. Expiration:" 1/19/2017 CHRISTOPH,ER MURPHY --- 8950 HENKELS LANE STE 508 _ » ANNAPOLIS, MD 20701 " Update Address and return card.Mark reason for change. SOA1 0 20M-b5ffl j Address � Renewal (� Employment � Lost r`f�a�ri»z�rin�xuetr��e�G��r�ssaali�u�fts . -Mee of C(imumer Affairs&Business Regulation License or registration valid for individuI use only ME IMPROVEFEj T CONTRAC`fOR before the expiration date. If found return to: l Office of Consume r Affaixs and Business Regulation .. egisfration_ & Type: 10 Park Plaza-Suite 5170 -... Expiration_ Supplement Card Bos#flu,MA 02116 ASTRUM SOLAR DIRECT ENERGY SOLAR CHRISTOPH'ER MUR Wt s 15 AVENUE E -HOP'KINTON,MA 01748 `Undersecretary t t valid; bout s IIre _ Massachitsetts-Department of Public Safety ^va C vi iiilllCing„egwa�ions a.:C JF.anaaamis �.u���u iIC`uGn�upca vital tax r,ra_rnur a ; # , License: CSFA-083813 CEWBTOPHER J 134) U1 iST = r 4 NORTONMA OJbS , EXptrati:on . Commissioner 01.13012017 „c Murray Residence _ - Town of Barnstable - 34 Cottonwood Ln 200 Main St,Hyannis,MA 02601 - Centerville,MA 02632 _ Ow �d .. - }U• Z System Ratings z a oz 4.77 kW DC Photovoltaic Solar Array 3.87 kW AC Photovoltaic Solar Array 17 6" S 0 /13,5" \ x ' - Roo/A/13 _ 14'11' Equipment Summary - 2- • 18 Cell 265 Poly Black Frame Modules•Q P 6Wta. 36 Panels 18 Enphase M216-60-2LL-5221nverters LhIt— ' ¢ Rkloe:6• NE .6. Q - - 72 Roof Attachments � � - � .. .. Sheet Index - - PV-1 Cover W PV-2.1 Description of Work and Load.Calculations- A . PV-3Electrical Diagram ' PV-3.1 Electrical Calculations u r m - - PV-4 String and Conduit Layout PV-S Equipment Ratings&Signage T4 OW/n Governing Codes 2014 National Electric Code .. . �.. 'Massachusetts Residential Code,Sth Edition -Underwriters Labratories(UL)Standards OSHA 29 CFR 1910.269 ASCE-7-10 ri o �o ) �OF ! 0 0 ' • ANDREW DIE STERREILeiER —,,.• o ¢w q No:52174... b '7 �FG/STF- a1'- SS/ONAL ' " DkIllally signed by Andrew 0e terreichet PE Date:2016.04.02 15:41:39-07-00' - - Stamped and signed for ..� etmo .'only.Reference _ COVER SHEET the attached structural letter - Instead of the plans for all t • - calculations. - PV-1 A - Typical Secton h 4.77 kW DC Phot-hall Solar Array This solar Illy is comprised It 18 Q Cell 265 Poly Black Fmme solar panels.The Panels are mounted using the Unlmc SolaMP-solar g 6 O w o ring rail to the buildings 2 x 8,spaced at 1611.Each solar panel is attached loan En Lase M215-60-21L-S22 nium-1-nerals.mounted Q p z ' to the Jnirac Solarmount rail direttly beneath the panel. w j Z � N" ZIz Tha oil,I...1,pand.o.DC power hen struck by-fight.The DC power is convened to 240 V AC power at the Inverter.Micro nverters- p Z LL are connected in strings with am manna number o117 rakno veners In each stong. This system will be grid-tied.If the solar panels produce more power than is used by the building,the excess power flaws back Into the utility grid through a net meter to be ova liable far other power users... t 1- All metal pans including solar Panel frames,micro-corns,and mounting rails are grounded using the manufatturefs recommended groundmg method and WEEB techn-p along with 06 AWG grountling wire. ZH OF lLLq The building wa:waltracted in lsg4. � . - .: .ANDREW .. .. OESTERREICHER t " No.52174 9 O Q o F�f �a SSfONAL .. Panel layout - - • .. ���fie. � -' m ' Panel Dimensions ,65.71n x 39.4 in System Weight 1206 bs Stamped and signed foe � ,Ex'CR'• Panel Weight 43.716s System Distributed Load 3.1 psf 6tmcNraI only Reference - -/so^ • - ,t 21` System Square Footage - 324 sq it Roo Su the attached structural letter . J sPos ,a Y 9 / PPort 2 x 8 / 01 DJ Instead of the plans for all _ C Rotkin9 Weight - 3401bs _ Actual Polar Load Mox Spacing 4f[ OalCulatiDn3. Q W M'cro-Inverter Weight 79.21bs Total number of Roof Penetrations 72 - _. L Max Allowable Rall Overhang 16 in a - Members are Hem,Fir(North)oll-mg 2351bs per Inch thread depth �� r ' - - Note l:Use 3/]fi'x4'Ner Neod Stolnless Steel LOB Strews - Variables Note 2:it-fSuPPort Members are 2 11 ' h - 14 it a 25 It Pnet Llownforte 8.9 Psf Note 3:Unirac Selormounl Rocking H 26 it Wind Downforce 8.9 Psf Pact Uplift 40.2 psf' Roof Pitch 22 degrees Wind Uplift -40.2 psf Is - 5.5 Load Combinations wMax 104 pit U 110 mph M I IDI ID2 ID3 jUplift I Max Span 4it Snow Load 30 psf Exposurecategory, B Dead Load D 3.7 3.7 3.7 2.2 psf A--Span . 4it RoofZone 3 - A 1 Snow Load 5 1 30.0 0.0 22.5 0.0 psf Rd 369 Its O o E 324 1 1 DWL• Pne[ 0.0 8.9 6.] 30.2 psf Ru 0161bs 3 Q Total Load P•• 33.7 12.6 32.9 38.Opsf Required Thread Depth 1.]7 in Z w - 7-11,TL 92.3 34.61 90.11 103.9plf Actual Thread Depth 3.25 in - k G - a. •DWL:Design Wind Load • _ o Z e ••Absolute values are indfmtedfor the calculated quantities of P-Uplh and W-Uplh m u 5 Glossary of Terms for LoadCalculations - - It Building Height A Adjustment Factarforhwght H Building teas!Horizontal Roof Prim Roof Pitch I Importance fatter of for a single bmily residence - - u Basic Wind Speed DESCRIPTION OF .-Load snowWrd R Module length perpeaElalertobeams - - - WORK&LOAD RoofZone - RoofZone • Rd Point told Maximum Dawnforce E EffectmIRoafArea .. • Ra - Point Land-Jolt! - . CALCULATIONS - RoofZoneSetbackLength Exposure B-Suburban single bmily dwelling --force Net Design Downforce Pressure -M.q Pnet uplift Net Design Uplltl Pressure Krt Topographic Factor _ - _ PV-2.1 � j • Elettricel Ule{remfar Murtay-4.))kW[IC Photovo talc{olerFrtey Eversource Account Number142012-11 ACd:mm:Mwlthin to W4:e WImrMeln g _ E . . _ 34 COitonw�ood LNB 1 I110rtuimmua mm.mru U�'M1O® G 1 . _ Centerville,MA 02632 IB remeaanvas xawef meerks _ . - . aswae e,m esm.eeee argil m�•u oae oN�:�tr�e:..� . . .. erers.e{e.wnm tease. urovresreeo4sun r:.�ea t.vam.ar umvwa. .mm�e.�aaa � eawsees.a.mM1e,F Of.22111YB .. u„wr., r�c{{rav Amv Amv(uw9 Amp -.. ..• _ r — ———— ———— b i W..me.,a.:ulsp vaam 1 o J mde4rs:0r s1: � i Wire Ulcb2 .. 2ww.w w.n2es.wos Igemneer.tserfaieeue:eoama 1 I Iva Amv aos - . .. Wemrbam{a.;amaa t I .. Wa.rwwnmwfrcae —1 - . {. - em mwq eeel4elbau2 • •m' � 14n-Malxwnf[gae a:v.a-.I .E p - : ' , atLw aeekr - Wbwn.lO dweeuve 1 a4ea Ih11aWRI4W raw 1 enel _l - . - 14fwrtO bwe:ab beraaua� ��� were wlral r�ssoe trsr varasms _ _C pp - _ ' I eY{{meN. 0WN .. I ego - sry.r . Oc.vARuO (SW I - v + - ELECTRICAL - DIAGRAM PV-3 •• , E1e 1r l Dle9mai for Murray-4.71 M OC 1hmowltaic Solar Array Eveaource A[count Number-14201210011 • ° PVCkcvktoodernes PV Circuit Condumore w G rah"' ACCemWner Panel to, Army 'i Wire Cak I YlMmmn alO AWG - In ec rs.sairtion:LST _- i i f n - o..kn Amvmmr•=u� w WIND CALCULATION Minimum/6AWG ss i $ V2o14 NEC Article 310 4 AWG for 60 degree rating set 60 Amps <o tax ., x16 s p.r nt neu,.a.taa= xm ssoz Ro4mvr w rd.uar rmmem.w ,pp Amv. Fun Loadereempa..............4 WIRESILNECALCULATION G 1. 2 r Sa.ceof Run(Friel .........:276 2DIFull Lead NEC a...310 a U zoom a o - tin LanelA W Run(Festl...........:73 � Full Lead 16.2 0 >: d.aar x. xo o.e.usx. Amperage.............: xxu Amvr Load DWy..ype.•............:Cem'vwuue Sa.ee Voltage.................:240 . * '.reahrx= a o.a.usx• sAmvr Conductor Type.................:TNpper Length of Run(Fee) '30 .• ••. - Conducted Matedw......_......:Copper Load Duly......................:Cominuoue . - Conductor Location.............:Dry or Damp Conductor Type.................:THHN-2 CmiMctor]nsidwion Teaipene :So' Cod,am Material ..........:Copper Roo9op brwa0wi.r.NEC 310.1S(SN3pq Conductor Locetion ... 'Dry or Damp Dmt.rce More Raof............:ADow 13 mm 10 90 aim labor.112 inch to 3 IQ inch) Conduct.hlsWmmn T 9s'C � Awraps Outside Tamp...........'SO Dog.F 32.2 Dee.C emp.alum. .. - Tempawura Add............:40 Dag.F 22 Dag.C Ambient Taints.wure.............26-30'C=7866'F Tennis]Temperature Rating...60'C Adjusted Andean Temp.mum...130.0 Deg.F 54.2 Dee.C Circuit Type:Single Phase 3 Wire(2 phase conductore A neutral) Teraina]Temperatme Rating....'0' My.of Circuit Cun nd-Carrymg Conductore:2 r. Circuh Sin Pliant 3 Wn 12 chase candsulma A rmuuat) Conductor Re Type: BI^ quirament: - OtY.of Circuit Cmmat�rryng CorWUCors:2 Full. Add rionel Cmmr Canyimg Conductors.....:2 Load Cud Amps............1.25 _ - Load DWy Multiplier.. '1 25 � Twaf Oly.Curren-Cauying Conductors.....:4 Ambient Temp Multiplier.:1.15 Conductor Requimaien: sty.Conductors Multiplier:1.0 _ . • Fug Lead Amps...........'9.0 (Wait Day Mueiplior...:1.25 Required Candudm Ampacry.23.29 1 Mitien T.M.Multiplier,1.32 Terminal Reg-.: - rny.Ce dlowlem Welch ' Full Load Andre...........:1 Load Duty Mttip6ar...:1.25- Required Conductor Ar..cpy.10,56 r - iemunw Requirement. -Required Terminal Ampachy:20.25 Lm L r Full Lead Amps..........9.0 y Lead Duty Mutripherm......:1.25 SelBcied Conductor: I C N y�pp CerWuct.Ampactly .....:750 s 3 W - .. - Required Teml Arryvc0y:11.25 - Ambient Temp.Derate.....:om - . Sehosed Conductor: Coy.C.ndu.-Derwe...-1.0 Conductor Amp eclty......:40 0 ------ �� Ambient Temp.Dome....:0.76 Adjusted Ampacity........:65.25 - - - - Oty.C.Wuctom Derwe...:119 SELECTED CONDUCTOR SIZE:6 Awg Adjusted ArrmacU7----:21.33 2 x DhmafMUFt.x Length x Arrge 2 x 0.491 x 30 x 23.29 - SELECTED CONDUCTOR SIZE:10 Ae g 10` e =0.48 Electrical Notes Vohs x t Load Wires per is 1239 x i - ganwem.mse.un.a.asaw 2xOhms/MiUlxLengOix Arnpa 2 x 1.7A x T5x 19.56 mmnwaDrop 23.2 -rws..nm.n _ _ Volts Al Loed Te .. •- u m ersa>.sa e.my...wwn.aoc.,a.a....,m.m.,,x... p 0 x O]y Miss per Phase 1000 x t -1.67 T Actual Percent Voltage Drop. 0.2 '.. Valle At Lead Tnoirsh; :238.33 - - - - a.....,a ss Actual Percent Voltage Omp.:O.] C - ' mmprws ndnvoaa o - q.o.u,,.mmmm. .. gwm.amv°a.wr°a.a.,>e,.mwn°d.mvv.•nmwwmwv. . - ' - ... ELECTRICAL wl raaa°v wrn o-.m.r.o-m��.i°.wa,..ar raaaaxe. - CALCULATIONS PV-3.1 . " f r _ Sall end Condon layout .. .. 0 0 Murray,WIIIiam.Lee Cilte EI'ttri A Review .. 30 E C.,,MA Office:lane Centerville,MA 03633 Taunton,MA 1111 D.(Anderson i t Reviewed By:Melissa D.g,g,) D-O805) G a • .. e � F an dill:Purchase(Sun8a8el i(18)Q Clib 265.Panel wfth(18)M2151—hers W meter type:Enphase RGM(Envoy 5) Envoy S location:Outside r Itern'[Connettlon:Cellular j M111 EI'ttncal Panel:100 Amp 1-T-E - Utilgy.Eversource - � - CI rtC ulatlons: ° . 18 l,wn'rs x.9/I1verte1"16 2 Amps x 1.25=20.25 FIA. :Enphase AC Comhiner with:(3)2Poll,30 Amp arcult breakers(I)l poll,SAlp cirait breaker(to,Envoy S) - - Int'rconnettlon Caiculatlo,s.N/A,line 5In,Tap -- - - i in .all.will be a line Side Tap In a Junction Be.located outside by the Nilby mIt,,From the l ,Inrtall wldng too 125 Amp MI,BreakerE,dm,,e wfha 3pol',25 AnnR 22 LAIC rated cl,mit breaker mounl,d adjacent to the Mal, EleRncal Panel la backe st r board maY need['he inalledi.Fromthe Maln Breaker Enelosure,wire outide toa30 Amp Non-Fused Oisconnett SwhNorate ld next to the u[IlB m y e[er,and then into the Enphase AC Combiner.From the AC Co bi—mnI one,cond,t up the wall and wrap onto the rpof.Continue across the of surface end solar racking to the Junttlon box located under the array,ass hewn In the drawing.All roof mounted conduit must be at least t.above , • - the lIf surface and flash supported properly.There will be two Cl—ft,of inverters to the roof. j - - d, 13' 19'6" oc� 13'5" LAj Roof Ne u= Asphalt Shingle .. I6 Panels - Unirac • .... Ridge:6" 14'11" NE Rake:6" \� G a \ 03� i `. Circuit 1(10) G l s Clrcuit 2(8) { s 0 Junttlon Box QEnd Cap ' STRING& . CONDUIT -Trunk Cable LAYOUT -Exterior Conduit ' PV-4 a • - INM d le Petin8a�8TC 'Inverter fle[InBa • -' 818noea fleaulremen4 .. - )lawanarwq • )Iwm.l.xxn) g • mm0•al xtlp w f - ' nNrol v.>a rx..rexr .aw...c )uw ..vu tluxx. )'ixb �..Ix9 alsu.u.l•..x�,�n nntli.e _ - ••lacvol G N TO cam lxvar/cl - • . ._'". A WARNING A WARNING INVERTER OUTPUT CONNECTION.DO NOT RELOCATE THIS OVERCURRENT DEVICE ELECTRICAL SHOCK HAZARD .. . WARNING DO NOT TOUCH -mum i DUAL POWER SOURCE SECOND SOURCE TERMINALS!TERMINALS P `~ ON BOTH LINE AND LOAD IS PHOTOVOLTAIC SYSTEM SIDES MAY BE ENERGIZED IN THE OPEN POSITION , Go . W? - o ... -..� �, �•� t ���.� EQUIPMENT RATINGS& ' SIGNAGE .. PV-5 . ti AOstructures Inc. t PO Box 413 Carnelian Bay,CA 96140 • 916.541.8586 structures www.AOstructures.com April 2, 2016 To: Direct Energy-MA 15 Avenue E ` Hopkinton, MA.01748 Subject: Certification Letter Murray Residence 34 Cottonwood Lane Centerville, MA.02632 To Whom It May Concern, A jobsite observation of the condition of the existing framing system was performed by an audit team of Direct Energy-MA at the request of AOstructures,Inc..All attached structural calculations are based on these observations and the design criteria listed below and only deemed valid if provided information is true and accurate. On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements.The observed roof framing is described below. If field conditions differ,contractor to notify engineer prior to starting construction. The roof structure of(Roof 1)consists of composition shingle on roof plywood that is supported by 2x8 rafters @ 16"o.c.with ceiling joists acting as rafter ties.The rafters have a max projected horizontal span of 13'-0",with a slope of 22 degrees.The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. 'The existing roof framing system of(Roof 1)is judged to be adequate to withstand the loading imposed by the installation of the J solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48"o.c..with a staggered pattern to ensure proper distribution of loads: Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and NDS-12 • Roof Dead Load=9 psf(Roof 1) • Roof Live Load=20 psf • Wind Speed=110 mph, Exposure C • Ground Snow Load=30.psf - Roof Snow Load=21 psf " Please contact me with any further questions or concerns regarding this project. Sincerely, AFiDREW. OESt IcH z No•121 m...;m Andrew.Oesterreicher, P.E. Project Engineer. r. Digitally signed by Andrew Oesterreicher,PE '. Date:2016.04.0215:40s5-07'00' Murray Residence,`CenterviIle, MA 1,- AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 . : 916.541.8586 Stl'UCtUfES www•AOstructures.com Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load= 30 psf Pf=0.7 Ce Ct I Ps (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 _ (ASCE7-Table 7-2) Cf=Thermal Factor= 1 (ASCE7-Table 7-3) I=Importance Factor= 1 Pf=Flat Roof Snow Load _ 21.0 psf PS=CSPf (ASCE7-Eq 7-2) Cs=Slope Factor= 1 l . I N=Sloped Roof Snow Load= 21.0 psf PV Dead Load=3.8 psf(Per Direct Energy-MA) Roof Dead Load(Roof 1) Composition Shingle 4.00 ' Roof Plywood 2.00 2x8 Rafters @ 16"o.c. — 2.27 _ Vaulted Ceiling m 0.00� <-!(Ceiling Not Vaulted) Miscellaneous 0.73 f Total Roof DL(Roof 1) 9.0 psfl DL Adjusted to 22 Degree Slope 9.7 psf. Murray Residence, Centerville, MA 2 AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 916.541.8586 P61 www.AOstructures.com structures Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 110 mph EX posure� egory W -� M ___.. .. _Cat G_.._..J Roof Shape Gable/Hip F Roof Slope 22 degrees 1 Mean Roof Height . 20 ft .. Effective d Area _ -16.3 ft Design Wind Pressure Calculations Wind Pressure P=qh*G`Cn qh=0.00256"Kz*Kzt'Kd*VA *I._ (Eq_6 15) Kz(Exposure Coefficient)= 0.9 _ (Table 6-3) ,Kzt(topographic factor), 1 (Fig.64)_ 4 Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed) 110-mph i Importance Factor= 1 (Table 6 1) s_ w 23.70_ Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive 'CO .86 1.51 2.37' 0 42 (Fig.6-11 P ... �( 9 ) Uplift Pressure= -20.43 sf -35 78 sf 56.21 sf 10 6 sf p 9=_. _- ... m X Standoff S acin 4.00 4.00 2.67 Y Standoff Spacing= 3.50 1.75 1.75 Tributary Area m 14 00 7.00 4.67 Footing Uplift= -286 lb -250 lb -262 lb Standoff Uplift Check Maximum Design Uplift= -286 lb Standoff Uplift Capacity = 400 lb r 400 lb capacity,>286 lb demand Therefore,OK. Fastener Capacity Check _ _Fastener= 1 -5/16"dia Lag _ Number of Fasteners= 1 1 Embedment Depth= 2.25 w_ Pullout_Capacity Per Inch= 250 lb Y Fastener Capacity= 563 lb w/F S.of 1.5= 376 lb 1. to_ _ 376 Ib capacity>286 lb demand Therefore,OK Murray Residence, Centerville, MA 3 AOstructures Inc. 790 Carnelian Circle • Carnelian Bay,CA 96140 structures 916.541.8586 www.AOstructures.com Framing Check (Roof 1) PASS w=46 plf Dead Load 9.7 psf PV Load 3.8 psf Snow Load 21.0 psf 2x8 Rafters @ 16"o.c. Governing Load Combo=DL+SL Member Span=13'-0" Total Load 34.5 psf Member Properties Member Size S(in"3) I(in^4) Lumber SpIGr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= f b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wP2)18 = 971.942 ft# = 11663.3 in# Actual Bending Stress=(Maximum Moment)I S =887.6 psi Allowed>Actual--64%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E=1400000 psi Per NDS) = 0.8661n Deflection Criteria Based on = Simple Span Actual Deflection(Total toad) _ (5*w*LA4)I(384*E*I) = 0.444 in = U352 > U180 Therefore OK Allowed Deflection(Live Load) U240 0.65 in Actual Deflection(Live Load). _ (5*w*LA4)I(384*E*1) 0.270 in U578 > U240 Therefore OK Check Shear Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w*L/2 = 299 lb Allowed>Actual 20.4%Stressed Therefore,OK Murray Residence, Centerville, MA 4 I r� ✓ , `�St ssjri_-A.t The new Q,PHO RFR-C3 is the reliable evergreen for all applications,with 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 ' ' WELLS 't.TOP-BRAND;PV. Tfigi!_ �1 • Protection against short circuits and higher module capacity per box. - --- thermally induced power losses due to •��__:b 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 e mateable connectors. performance warranty'. pbnMn Quauaft Teeted .:GCELLS . �NOr• Best polycryifaBine solar module 2011 . seemasmarerae>m - aq- . " zis THE IDEAL SOLUTION FOR: 1U.40032587 "'�°�"� Rooftop arrays on Ground-mounted ®Rooftop arrays on commercial/industri- solar power plants residential buildings al buildings ' APT test conditions;Cells at-1000V against grounded,with conductive metal foil covered module surface, 25-C,168h 2 See data sheet on rear for further information. . , Engineered in Germany QM CELLS n Format 65.7 in x 39.4in x 1.38in(including frame) ss.rnc u�u (1670 mm x 1000 mm x 35 mm) s4c ae"tea Weight 41.89 lb(19.0 kg) a y Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass " '" o�,u�, with anti-reflection technology -ag 'a smaus"�u „r Back Cover Composite film Frame Black anodized aluminum Po Cell 6 x 10 polycrystalline solar cells E Junction box Protection class IP67,with bypass diodes Cable 4 mm2 Solar cable;(+)245.67 in(1160 mm),(-)245.67 in(1160 mm) Connector SOLARLOK PV4,IP68 ,,,,a�a� I°"s•n w +'nsn�u ELECTRICAL CHARACTERISTICS' PERFOWANCE AT STANDARD TEST CONDITIONS($TCd 1000 W)m2,25'C,AM 1.'5 G SPECTRUM)'` NOMINAL POWER(+5W/-OW) [W] 255 260 265 Average Power PUPP [W] 257.5 262.5 267.5 Short Circuit Current I. [A] 8.90 9.09 9.28 Open Circuit Voltage V.. M 37.83 38.18 38.52 Current at P., Impp [A] 8.37 8.53 8.69 Voltage at pw, V.P M 30.77 30.78 30.79 Efficiency(Nominal Power) q L%] z 15.3 z 15.6 Z15.9 PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/mz,45*'VC.AM 1.5G SPECTRUM)' NOMINAL POWER(+5 W/-O W) [W] 255 260 265 Average Power PMPP I W I 189.7 193.4 197.1. Short Circult Correll Isc [A] 7.18 7.33 7.48 Open Circuit Voltage V. M 35.22 35.54 35.86 Current at Pw, IMP, [A] 6.56 6.68 6.80 Voltage at Po' V.PP M 28.92 28.94 28.97 'Measurement tolerances STC:m3%(PmP);t10%(ix,Vim,I,,,Vmpd 2 Measurement tolerances NOCT:t5%(Pm,,);t10%(1.,V 1.,VmPP) Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 97%of nominal power during u 10' 7- a im.ms�maac..,,.m..ne• first year.Thereafter max,0.6%degra- --`-= per 3 W n..a.a roues. ss ,ao --L--- - -- - ---- -°og' ----- dation p er Y ear. W C` At least 92%of nominal power after Wd 10 years. W m __r__f__r__r_t_y__y__y__j Wz At least S3%of nominal power after � , __--_ 25 years. i - - r--r--r--r---r-�-- ----- All data within measurement tolerances. Full warranties in accordance with the 1w 2m 3w 900 Sw 60D "� t0D '0° 100D warranty terms of the Q CELLS sales uwAnuruce[Wry1119 sso s s " ss organisation of your respective country. •r.,namaw.,aw�.a .as u"ems wdwn" m YEARS The typical change in module efficiency at an irradiance of 200 W/m2 in relation e, �e-;ymm,aamasRs�a,+<, to 1000 W/m2(both-at 25"C and AM 1.5G spectrum)is-2%(relative). o TEMPERATURE COEFFICIENTS(AT t000W/M2.25°C,AM 1.5131 SPECTRUM) Temperature Coefficient of Ltt rY [%/K] +0.04 Temperature Coefficient of Va R Mill/ill -0.30 Temperature Coefficlent of F." Y L%/iQ -0.42 NOCT [°F] 113 t 5.4(45 t 3°C) o: PROPERTIES FOR. DESIGN m 0 Maximum System Vobp V., M 1000(1 EC)/600(U L) Safety Class I I Maximum Series Fuse Rating [A DC] 20 Fire Rating C e Max Load(ULJ2 [Ibs/ft2] 75(3600 Pa) Permitted module temperature -40°F up to+185°F 2 on continuous duty (-40°C up to+85°C) Load Rating(UL)2 [Ibs/ft2] 75(3600 Pa) 2see installation manual 3 QUALIFICATIONS r r CERTIFICATES PACKAG-ING: r _r e B m UL 1703;V0E Qualify 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'Container 32 - S Number of Pallets per 4O'Container 26 o . pVE C c� us Pallet Dimensions(L x W x H) 68.5 in x 44.5 in x 46.0 in asnu, (1740 x 1130 x 1170 mm) Pallet Weigh 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 Nanwha Q 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 WEB www.q-celIsms Engineered in Germany CELLS vaff ' P f (s i w J , of a, _ E V E R G` Y. t ,;41 t• t, ., .t y � �� i ' � J• ) T h ) `ir.. 'd' FZiaPS�. A R Y aY " v��. i. - 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: - Low voltage DC SA F E _.Reduced fire risk C US MICROINVERTER TECHNICAL DATA r 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 90.5A - 0 0 EU Noft Maximum output power 215W 215W Nominal output current 1.0A (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 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 60.0/59.2-60.61-1z" 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 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 Ambient temperature range -400C to+651C Operating temperature range(internal) -40°C to+85'C 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 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.0-M91,0.4-04,and 107.1-01 -Enphase Energy Jnc: 142-00010 Rev 02 201 1st Street Petaluma,CA 94952 Phone:877-797-4743 , Fax:707-763-0784 inWenphaseenergy com http://www.enphase.com ®® � SON BRAETOOLS _A u CC] FMMICRORAILTM INSTALLATION GUIDE ; PAGE --------------------------------------------------------------------------------------------------------------------------------------------- 41, .. r TECHNICAL SPECIFICATIONS: TOOLS REQUIRED OR RECOMMENDED FOR LAYOUT, SAFETY: ALL applicable OSHA safety guidelines Material Types FLASHINGS & ROOF ATTACHMENTS: should be observed when working on a PV ALL extruded components: Hammer installation job site. The installation and handling 6005A T61 or 6061 T6 Aluminum Marker/crayon of PV solar modules, electrical installation and PV • Measuring tape racking systems involves handling components Hardware:Stainless.SteeL Drill with potentially sharp metal edges. Rules regarding Bonding and Grounding:Integrated in Pilot drill bit the use of gloves and other personal protective MicroraiLTm (TrimraiL'Tm and row to row bonding Pry bar equipment should be observed. requires additional components) String Line TOOLS FOR MODULE INSTALL: All SFM Hardware W20 ft-lbs t • Drill and socket adapter or socket wrench • 1/2"socket Grounding lugs Per Page"M • 1/4"hex driver • Torque wrench ® � SIN FLASHING ICROAOLTM INSTALLATION GUIDE ; PAGE --------------------------------------------------------------------------------------------------------------------------------------------- \\ \ ROOF RIDGE \ \ PILOT HOLES: Drill pilot holes for lag FLASHINGS:place flashings I I screws or structural screws(as necessary) Mod NS+1" ® ri' r IT r' \ INSTALL SLIDERS AND a Mod NS+1" TRIMRAILTm ROOF ATTACHMENTS: o \`\ Follow manufacturer instructions for flashing installation procedures e 0 .0 e INSTALL SLIDERS AND TRIMRAIL ROOF ATTACHMENTS:_ . Insert flashings per manufacturer instructions NOTE:Use Lag screw or structural fastener with a maximum diameter of 5/16" • Attach sliders to rafters • .- Verify proper row to row spacing for module size (Mod NS+1") EAVEn • Ensure that TrimrailTm roof attachments in each row have sufficient engagement with slider dovetails for proper attachment. G gM ' Cf I -- il o�- - � � i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued Conservation Division Application Fee O Planning Dept. Permit Fee � � •�� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 34 CA W qx: � A Village ,z Owner Address 3`� �c,���►�Ct��� L.�ie C�a �klf Telephone 72 f t ' 4`4—66 Permit Request �1� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project.a:uation Construction Type Lot SizeGrandfathered: ❑Yes ❑ No If yes, attach supporting documentation. i Dwelling Type: Single Family Q Two Family ❑ Multi-Family (# units) ? u' 5 Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑=Yes 'U 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::, rn 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/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name L AA l�'L Telephone Number Xddress License# Z G 3 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO k SIGNATURE - -,; - DATE-• / /;� 4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I- - 1 e•/ Lda-r I EB 0 :3-�:t C0-r-V 0I~@9nl (3E> L-AIgE E:A1--<NS-rACaB—E -C CEI'4TEI--<Va:LI-C mi-!k J D FEALTY TRUST, .OWNER DAVID C. THULIN, .F".E. .'478 ROUTE 6A, EAST SANDWICH, MA, 1 9.1 193 47* 31 30 E . 115.05 w Qa� LOT 1..79--- - � 0 O d �t Z JAI 49°. _O6, 3_�„ E __ �IS,66 N of MAs°� � JOHN s N 2W4 G 1"= 30 y,, �q�ISTe��`o� SCALE Np SURD - I CERTIFY THAT, THE EXISTING FLAN REFERENCE: LC 20239 C FOUNDATION 'ON THIS LOT IS ASSESSORS LOT NO2 251 - 169 LOCATED IN RELATION TO THE NOTES: EXISTING MONUMENTS AS SHOWN A INDICATES STAKE & NAIL FOUND DATE 8• s5c • 84 12 May 2011 U Wilbar Intemational =. 4-j 50 Cabot Court ; Hauppauge NY 1178$ U Engineering'. Approval- of Round.. Above :Gtound Swimming Pools` PP ` Manufactured by Wilbar International: "Sharkliner brand, "Artesian" brand, "Seaspray"brand, "Backyard leisure" Brand 4-J Gentlemen: I have completed an analysis of.your above ground swimming pools in 480, 52" ' and 54" When installed in accordance with the'manufactureet installation instructions, they fall within the boundaries of the factors of safetyl The pools are built in conformance.to 2007 ANSI/APSP specifications. ~ I am an engineer who has worked in the pool industry+for more than 40 years, and am currently or has been licensed in the following states: Arizona Nevada + . California New Mexico Connecticut New York Florida North Carolina Hawaii Ohio Illinois 'Oregon, Maryland Pennsylvania Massachusetts Texas Missouri Virginia Ve Milton Costello, P.E. .. M'ILTON COSTFLI:Q; p.E. Consulting Engineer ' T6�irty-Six Julia Circle . Telephone: .53I=751-3030 - - -. -_ Middle island,NY l 1953-2G52 1:-mail: To*olengr076gmail.c0m M Fac&ni ild No-• '631-751-3030 :5�•�'.�'.�.+v-n�,.�Y�'-•4^---:r,��` j"a �y._,_''-:":,r'y";, }'V ..'�.'�� �`�y-' _ .,z,.��':' .,ram � y+�Yi:�',�� `'•-�+; .y? �- •a•..4., ----�.;x.-a=y�=- zr:.._ M.> <_--.x`'�:�;� �_.,�,"�l-��? __Q:,t_9=` _ .,:Via" ,'tea. _ •`r=.N� �..w-� - •a-�. �'�_ - �_ter_.mot_'.>. .... . .�. s. :X �g -�„ a. -- zw>..-. - - .��''�i•-�- __�-y�. -:_"�-...,._.,..-�- ':C;::.:,._:..n,•� ->.......--s 4-:. r - -::,a...:;5 .., s: r;-_t.r';_ _ _ .>asr.= a-•_-w-bf - .z>.� .u�,:..`�: - - - ......... ..... .. .. .. ._...�.. ._ ^,._....�,;,.>._. •:.:... >,a c-`.t:x:: '-..'•: _ -ma`s - s - i tr>: i " z_- • r i :" .:: . •'- a tr_:. .-: c : " kf Mj Extended Handrails j+ •• for easy climbing - lockable f; .." __ �f �+ •�• 8 -.Y:� �>^4 ,?:'sue_`:_y � �::.;v::'>5 NEW y Adjustable height from 48"to 54". Safety B ffi a er. _ 'ADDITIONAL FRATUREG • Rigid frame to eliminate racking • Extra tread for easy climbing `"•,Pivotal base treads :�� • Center handrailpost to accept Vinyl Works' - pool fencing . •'Match-marked for easy assembly NainteYrancofree:resin arith:stainless:steel ..:.:.........: :3QO�;ltis� - o _ NEW�safeiy`�1'iairri�:r to preire��svu!rriMieg , 'behm _ - J d utc[ae� �i Ls — - ':vl.:.:x•,::..:"�,.�: :�!.-a�_��:.is,...i.... w..i... �. ...�.�:y:.vil..:'". ,,�,� �:�j�.i::� _ _ - - =`"t':. �''� ;o'er-�• = - ,z,:.v''�_-,_�.._ :�'.' - - - {� .a'��`.sT.- -_%�_`,�`.4�' _ 11'`=.`�.z�y_ F'rs!,:��r'�4c-- _ __ _ -.� �: .=':-sue -'�_ �� .�.�%�>•_ .;".a'�z"�"'yr-�'FY. Y�i�2�<�`:a�'�--r _��_. ..�.5, `Y��;�:vo� ,�i�y ".�':�•,�. "�.": `qi �' ,*�, �'-'�^ "T'` -� �� - a..-�.-- •tip, �= r Town of Barnstable RegWafoky Services f oFTIKE ro Richard V.Scali Director F Building MvMon ` r RtS2NC7 ARrg s Tom Perry,Building Commissioner 2.00 Main Street; Hyannis,MA 02601 , �Fa t www town barnstable.mn us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION •PleasePnnt - , DATE: JOB IACATIox ( ��, wG�d L n • _ �� `�r� 1 number strEct visage "HOMBOWXER: it., e,, - - US name -7. home phone# work phone# CURRENT MAMING ADDRESS: L A - c� /town stale rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OR 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 twc- 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 buildings 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 ofBamstable Building Department minimum inspection pro dunes and requirements and that he/she will comply with said procedures and requaements. 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 EREMMON The Code states that: "Any homeowner performing work for which a building permit is required sha-U 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 Iack 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:1WFII. TORNIS1bw1dmgpermitfonns=RESS.doc Revised 061313 ' SMILE ti Town of Barnstable Regulatory Services t 9e $` Richard V.Scali,Director i639� �� �Eo►9.- Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.tow-n.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bytliis building permit application for. (Address of Job) 'Pool fences and alarms are the responsibility of,the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QIORMS:OWNERPER VUSSIONP00IS DepaYfzrientnflnduffrWAcdd=& . Ooke of Irtvesfigatzons 600 Washington Street Bustan;.M 02J1I t • tvww.masr gavldia . Workers' Compensation Iusurance Affidavit Buaders/Confracfors/Mecfricians/Plmaibers Applicant Information PIease Print Le�ly N - c — ,� Ad VA c�reSs ,......-�.... ci�y/s' te/Tp 6zv3 a Phone#: Aieyou au'ernployer?Check the appropriate bow Type of project(required): I.❑ I am a employer wifh 4. 0 I am a general coatactor and I ' eanpIoyees(faII and/or gazt fnne).# have Iced$ie sob-rxutractors 6. Nt:W con5f uc ion 2.Q I am a sole proprietor or partner- Esfed on the atlw-hed sheet 7. Q Remodeling ship and have no employees' These have 8. []Demoliticn wm3cing for me in any capa�. employees and have workers' [No,workecs'c m insurance comp.ms ru ice. - 9. ❑B d—Idiog addifion F,, �•-'°�"' ]'�" S. 0 We are a corporation and its 10.0 IIectriml repairs or additions .5:'V I ama homeowner doing all work officers have exercised tl 11.0 Plrnnbiog repairs or additions myself[No workers'comp. right of exemption.per MGL 12.❑Roof repairs _ incrrraT;r-eremtirPri]f "� c I5�§1(4),andwehaveno (� employees.[No workers' { --13. ].Other camp,insnrance required] *Anyapplicant thatchcclm boxtl must also fU out the section below showing$ieirwor�s'compensation policy ininrmation. t Hnm=wnczs who submit this of davit indicating they am doing aII wo3c and then hin;outside contmzb=mast submit a new afodavh mdimtiag socb- lconfads that cher.I;this box=st aflacbcd an additimat shed showing the mane ofthe mb-contr s andsttat whether or not these miiti have cmpioyces. Uthe mb-rnnt inxs have e¢pIvycrs,they musI provide their wo3i='comp.policy namb¢ I am an errcpZayer that is pruyuff7zg workers'corrzpensa6on insurance formy emplayam Below is th.-e poTLT and job Si& infumatiorc - 4 . Insmmce Company Name: Policy#or Self-ins.Lic.#: Expiration Darn: Job Address�� �� v oc� ��►. CityLSi /lap_. - - z�. U z�3a Attach a copy of the Workers' compensation policy declaration page(showing-tlie policy number and`ezpirafion date). . Failure to secure coverage as requiired•tinder Section 25A ofMQ.c.L52 can lead to the imposition of t�mal penalties of a �.e�to$l,SDD.DO and/or one-year migrisonment;as weII as civ�7.penalises inthe form of a STOP WORK'ORDER and a fn�e of up to$250.00 a day against the violator. Be advised tint a copy of this sfafnment may be forwarded to the Office of Iuvesdgaiions of the DU for insurance.coverage vetifficafson. I do herely certify under thepa=' andpmah%eg ofpedwy thatthe rzforrrz Von pruPIdP�abape is true Correct- Phone Offzriul use only. Do not write in this area,to be completed by city or town 01L 'City or Towir' Permifilrlicense# Issuing Axr iorify(circle one): 1.Board of Health Z,BvildingDepar(iuerit 3. City/Town Clerk 4.Blectriral Inspector S.Plmnbing Inspector 6 Other , Contact Person: Phone ff- Information and Las-tructions : Massachusetts General Laws chapter 152 reqices all employers to provide worlcers'compmsation for their employees. Puzsuarit to This statute,aa.employees is defied as"_.every person in the service,of another under any contract ofhirt; or implied,oral or via" An employer is defined as-"an nndividual,partaesshig,association,corporation or offi=-Iegal entity,or any two or mare of the foregoing engaged m a join enimprise,and including the Iegal re Lives of.a deceased employer,or the receiver or trustee of an mdividnal,pmtaership,association or other legal eitity,euplaying 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 mah tmn nce,construction or repair work on such dwelling house or on the gr-ounds or building apparte ant therein shall not because of such employment be deemed to be a a employe." MGL chapter-152, §25C(b)also states the"every state or Ioml licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the wmmonwealth for any applicantwho has not produced.acceptable evidence of compliance with the Fncnrance coverage req-d&ad." Additionally,Mtn;chapter 152, §25C()states"Neithe the ca=oirwealthnor any of ifs political subdivisions shall enter into any contiac-tfi)r the performance of public work mil1 acceptable evidence of compliance with the inm=ce regairemeats of this chapter have been presented to the co i acting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sob-conixartor(s)name(--),addresses)and phone numbers)along with their cetificatm(s)of insum ce. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not requmed to cant'workers' compensation insurance. If an.LLC or LLP does have. employees, a policy is repki�d- Be advised that this affidavit maybe submitted to the Department of Industrial .Accidents for confimad n of fiL� c-e coverage. Also be sure to sign and date the affidavit The affidavit should be retnmed to the city or town that the application for the permit or license is being reques A not the Department of Industrial Accidsuis. Should you have any questions reg�dmg the law or if you are regrrned to obtain a workers' compensation policy,please callfhe Department at the m m ber listed below. Self-insured companies should enter their self-finer; +ce license number oathe appropriate line. Crap or Town OffidaIs 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 is the event the Office of Iuvcstig ions has to contact you regaz ding the applicant Please be sore to fill is the permMicense member which will be used as a reference number. In addition,an applicant the mast submit multiple permi l mnse applications in any-even year,need only submit one affidavit indicating current p olicy information(if necessary)and under"Job Site Address"the applicant should write"all locations ia (city or town)_"A copy of the affidavit that has been officially st nxpml or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on fide for fatme permits or licenses_ Anew affidavitmust be filled out each year.Where a home owner or citizen is obtaining a license or permit not:related to any business or comet ercial venture -(Le. a dog license or permit to bum leaves eta.)said person is NOT required td complete this affidavit The Office of TUVMtig ons would like m thank you in advance for your cooperation and should you have azry questions, please do not hesitate to give us a call- The Department's address,telephone and fax ru mbtz Tyra Commonikalth of M ssachusdts ' Department ofIn&Lt al A_QcUdMtS • - Lbl�c�afl�,ve�ti�fia�zs. • GW washiun met. MA 02111 TtL#617=727-49GO ext 406 ar 1--M-MA-S AFE Fax#617-727 7` 4-9. Revised 4-24-0 Z � I fie ATYC Guide to Wood Contractor in Hi,14 end flreQs:110 friph I ind Zo Massachusetts Checklist for Como ianee(7so a rR 53of•2.i.i)r Camplianrc 1-1 SCOPE. Wind Speed{3-sec _-:-._-------------.---__.._ •--110 mph Wind Exposure ---------- Wind Exposure Category.-:.............Engineering Required For Entire Project..............._.......................C 12 APPLICABILITY -Number of Stories(a roof vrhich exceeds B to 12 slope shall be considered a story) stories 5 2 stories Roof Pith__- -.. ------_..._------_._.--_-------(Fig 2) ----- ........ _<12:12 Mean Roof Height _-__._.._ _...._---.-.....-..---.---=----(Fig 2)---.--_-_.........---..-.--_._._:.__._ f[ <_'a3' BuDding Width,W----..._._.._..---_..._:_- -- ---(Fig 3)-_.:.�_.: _ <___...._._.___-_-- ft _Bo' . Building Length,L - - ------------ - ---:----(Fig 3) — -- -- _-:...----.—I �9 BD' Building Aspect Ratio RJM _.___:__._.__ -__.._._..----_-_-.-•(Fig =----------- -s 3:1 Nominal Height of Tallest DpeningZ _.- _---._�.--.:.- (Fig 4)...- 1-3 FRAM[Nr;CONNECTIONS Genera.[compliance with framing connec5ons__..___. _: (fable 2)......... ' _............._...____ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concr6te....................................................:..._._......-- ......................................................... Concrete Masonry........ _.__..__._-._...---_._._.----•__-- _-----------_--_-- 22 ANCHORAGE TO FOUNDATIONt`a 5_/B"Anchor Bolts=imbedded or SIB"Proprie Medhani ' Anchors as an alternative in concrete only Bolt 5 cin general - pa g-g ............................ ----- •(Table4)__------.­:--------------- --- in. BoltSpacing from endroint of plate--------_ _(Fig 5)-------------_--------------_ Bolt Embedment-concrete.___..________.____-- _. .(Fig 5)------_ --_._..---------------__�___._in.>_7' Bolt Embedment-masonry......_..____.......__.- ..___. 5) in->_15, Plate Washer-.:_.____-..._....._..... -_____-- 3.1 FLOORS Floorframing member spans checked 7BD CMR pter 55)___.____.._.-•----__-_ Maximum Floor O'pening Dimension----._..__. ----- -------(Fig 6)....--- -----------•---:..- 12' Full Height Wall Studs at Floor Openings less than 'from Exterior Wall(Ffg 6)........................................ WLd im Floor Joist Setbacks Suppoitng Loadbearing WaIFs or ShearwaII--_..-_-(Fig 7)--------------------------------_--- -__--ft 5 d Maximum Cantilevered Floor Joists , Supporting Lbadbear'ing WaUs or Sheanvall 8)________.:_._...._........................—ft s d -FloorBracing at Endwalls __..._.................•----__.._--_.•(F9 g) --------- --- --- -- -- Floor Sheathing Type (per 7B0 CMR Cha ter 55 Floor Sheathing Thickness (per7BD CMR Chapter 55)--..------ ___. in_ Floor Sheathing Fastenin .............................._.-_-___-:-. able 2 - d nails at in edge/_in field 4.1 WALLS Wall Height 1.oadbearing walfs.-.____:...�__- --�:_:.._:_-_----.(Fg 10 and Table 5)__-------___--._.. ft -c D' Non•LoadbEadng walls..__.-_------_--------_ __.(Fg 10 and Table ft's20` Wall Stud Spacing __.. ...--___(Fg 10 and Table 5)_--------------- in._<24"o.r, Wall S' terry Offsets .:__.__-___..._._----------.._.___._(Figs 7&8)__-._------------------------------- ft s d 42 L)(T-ERI OR-WALLS' Wood Studs Loadbearingwalls..._-----.----_...:.._........-.__ -.-.-(TaWe�J---.._----...____---•mac ft—In. Non-Laadbearing walls._.,____.-_--.__-.___-__---.-.._.:(Table 5)___ ....... 2r_-_ft_in.. Cable End Wall Bracing' - FuII Height Endwall Scuds.:._._---_ .----------•-- ---(F►9 1 D)=---- -- _-•-------------=--------- -.-__- WSP-Affc Floor Lengtf�:v_____:_:_._.---_-_._. (Fg 11)----------_-.-- ---••� ft;M[3 , 'Gypsum Ceiling Length Crf WSP not used)_.,___..._.._:.(Fig 11)__�---.---.__..__.:.-_--•._it 0.9W and 2 x 4 Continuous Lateral Braise @ 6 ft.o.c._(Fig I)-.__.................:____..___+-----_:---_ --or Z x 3 caiTing furring strips @ I T spacing-Min.WKh 2 x 4 b[or_king @ 4 fL spacing in end joist or truss bays Double Tap Plate- Splice Length 13.and Table 6)......-------•-_-•-- ft - SplIce Connection(no.of 1 Sd common nails):._____.(Fable 6).---- ----...-•-_---.,...—_.--:-___-- ATVC Guide to (Wood Corrstr'udion iri if igfi i-nd X reas- 110[Fiph Krn d Zone,' Massachusetts Checklist for CompliAnce(7so CLWR5301J.1-1)i Loadbearing Wall Connections - Lateral (no.of 16d common nails) _...:_--- .-----------(fables 7)----------_.---. -_------._- - --- Non-Loadbearing Wall Connections Lateral(no.of 16d common nalsj________ ___-•-_--(fable B)------------__.-_._.___-----...__--__---. Load Bearing Wall Openings(nerd largest opening but check all openings for corripriance to Table 9) Header Spans ---------- ---_-- (Table 9) --=---- - -— —ft—in.:5 11' Sill Plate Spans _.-__-- ---_..�.-_ _._.(Table 9)__._----------.-..._.—ft—in.-<11' -- FuA Height Studs (no. of elude)__..____- -------------(Table 9)............--_--_--------_.---------------- Non-Lnad Bearing Wall Openings(record largest opening but check A openings for compliance to Table 9) Header Spans.._-.-_..__---.---•-__-._. (Table 9) - ft' in <1Z' Siff Plate Spans_-- -------- - _-__ _-__ (Table 9) Full Height Studs(no.of scuds)--•---_--- --__-_--(Table 9 __._._.___.__----------._.----_--_----•-- Eiderior Wall Sheathing to Resist Upldt and Shear.Simultaneousfy,.4 Minimum Building Dimension,W Nominal Height of Tallest Dpeningz ....... ............ ______._-.------•--•-------------- ..__..=5 6`a` Sheathing TYPe- ---_=-- ---- -- -(note )-------- - -- ---- --- -- Edge Nail Spacing_:........ __--(Tabl 1.0 or note 4 if less)'-----_---_.-.___--- ►n. Feld Nail Sparing----------------------�..�--- (dab in. Shear Connection (no.of16d common nails) PercentFull-HeightSheathing.___._-__._..:__ a e ID)------------------------------ ---------- 5%Additional Sheathing for Wall wi O ening -V8.7(Design Concepts)._____ Maximum Bufldrng Dimension,L Nominal Height of Tallest 0pening2..._.--__.___ ..................................................... `6IB" Sheathingo - ---- ------------- - Ed e Nail Spacing ale 1 r note 4 if less)----_-----.--___-- in- Edge P g-----------. _ --- ---- Feld Nail Spacing------- le 1 in_ - Shear Connection(no. of 16d common nals)(i" le 11)-__.-.-_.-_,_._ Percent Full-Height Sheathing-------------__(Ta e 11)________•---_-__-- ---------- -----_% 5%Additional Sheathing for Wall with'Op ing>6'8`(Design Con pts)--------------------- Wall Cladding Rated for Wind Speed?-.-- - ___.-------- -- - - -------- 5.1 ROOFS Roof framing member.spans chedked7._•---_--.._- (For Rafters use AWC Span Tool,see BBRS Webs'de) E2oof Overhang -----------------------------------•--------------(Figure 19) ---.:------- ft s smaller of 2'or U3 Truss or Rafter connections at Loadbearing Wall.- Proprietary Connectors Uplift---------_.-.......--------___(.fable 12)------------•---------_ - -- --U= plf Lateral ---- _ - ----•------(Table 12) ----- - ---_ __- ---L= Plf Shear_-_---_-__.__.. (Table 12)-------------------------_--- S" •Plf. Ridge Strap Connections,if collar ties not used per page 21_ (Table 13)--------------------- -------T= plf Gable Rake Outlooker----_-----_-_----..------.__-__--_-(Figure 2D) ____-_•___-_ft<_smaller of 2'or L12 ' Truss or Rafter Connections at Non-1.nadbearing Walls Proprietary Connectors U= ib. Lateral(no-of 16d common nals)...(Table 14).-.--.-..-_---------------..-..-.---_•_L= lb. Roof Sheathing Type------------------------------__-..(per Tao CMR Chapters 5B and 59)............ RoorSheaihing Thickness.---_._..--•—_--- :-_-- - ---------------•------- —in.?7I16`WSP Roof Sheathing Fastening--__.______:_____------ ._..___.(fable 2)-------------------,__--.--------------------- Notes: •1. This checkFist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of TBD CMR.S301.2-1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. staFj Straps per Figure 5 b_ 2b Gage Straps per Figure 11 c- Uprrft Straps per Figure 14 d_ Alt Straps per Figure 17 e_ Comer Stud Hold Downs per Figure 1Ba and Figure 18b - 2 'Exception:Opening heights ofup to 3 ft_shall be permitted when 5%is added to the percent full-height sheathing requirerfents shown in Tables I and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal Hckness pressure treated tt2-grade. f} -ATVC Gu de fu f3`)od'CorrSiruatio r tall ,,h-l3�irtdt(reas_ 1I0 ntptr f TudZbne' . Massachusetts Cheeldist'for CompiialICe(780 cn-Iri s1..01_2�J:1)4. a_ From Tables I and 11 and location of wall sheathing and Building Aspect Ratio;determine Parckit Full-Height Sheathing and Nail Spacing requirements b. Woad Structural Panels shall be minimum thickness of 7116"and be installed as follows; i_ Panels shall be installed Wft strength axis parallel to studs. n. All horizontal joints shall occur over and be naled to framing. v tit. On single story construction,panels shall be attached to bottom plates and top member of the double top plate iv. On two story canshUdion,upper panels shall.-be attached to the top member of the upper double top plate and to.band joist at bottom f panel_ per attachment of lower paned shall be made to band joist and Dower attachment made to to t pl at first floor framing. v. Horizontal nal spacing at double tD p , band joists,and girders shall-be a double row of Bd staggered nt 3 inches on center per res below:Vertical and Hor¢onW' Harting fDr Panel Attachment 5. dazing przitec$on:a)*new house or horizontal addition aired if prnject`is I mile or closer to shore(generally,south of e.'2B or north of Rte.6) b)vertical addtion-not required mess are is extensive renovation to the first fiaor , c)repiacementvriridovrs—need energy nervation compliance only.(chap 93) B.Wood Frame Construction Manual(WFCM)for 11D M H. Fxposu B may be obtained from the American Wood Council (AWC)wabsite ' lYliertr{sr�c-.t=�>3�s{�rsori F RAAdM usEed•w-.+.-t AT6-ctc i 11 u cr u t r r t l at r o n ` • E- fi if m f. i o rt 1` , 11 if f i ii Ill SME It Ct W 1 i tIt 1 p t TM ma's •':.i„ ' r 7d. tr rt W -- [> u u [ z •-1 t t-, r 1` u it It Ir t r i i # J11 -- .. STAB 3i tr .�act 1 t ua.PA7�ur pAuB see Del�tT O[ hfext Page ;r _ Venice!and HDr¢flnlal Naing` detail• if q f-ar.Panel Attachmmf '. Ver5ml and Horizontal Nailing fnr Panel Afiachment Town-.:of.Bain-stabae: 2 Expires 6 months from,issue date. * IRegulatary Services Fee ' 'd0 . • � r qs6gq• Thomas F.Geiler,Director jp ��e Building Division XsPRESS PER IT Tom Perry, Building Commissioner ®CT 17 2003 200 Main Street, Hyannis,MA 02601. Office: 508-862-4038 TOWN OF BARNSTABLE Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address 34 ewTroN w,000 GANE CC_Aj r&aV)U & 'Residential Value of Work .30 UDo Owner's.Name&.Address W 11-Ll 'I t 14 El01 1'Y1 Lr296 y �14'Yn�l19 E � 10FY0 Contractor's.Name IGK, f ! Cy`'�t1 S Tim T7D j1/ Telephone.Number TOO-113o1- Home Improvement Contractor License#(if applicable) �o Construction Supervisor's.License.#(if applicable) ®Workman's.Compensation Insurance ^^ Check one: ❑ I am a sole proprietor ❑ I am the Homeowner A. I have Worker's.Compensation Insurance. Insurance Company Name 71?a Workman's.Comp.Policy# Klllg L 7i[e X SO Sd 2 Permit Request(check box) 50 Re-roof(stripping old shingles) All construction debris will be taken to 7atlax-jy4 ❑Re-roof(not stripping. Going over existing layers of roof) [� Re-side [ Replacement Windows. U-Value k3 (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. Signature x� zk-A Q:Forms:expmtrg Revised 121901 09/09/2003 10:29 15087780361 B1LL MURRAY PAGE 03 Town of Barnstable MWMAMX Regulatory Services i61 Thomas F.Geiler,Director Building Division Torn Perry, Building COnW9599ooer 200'Main Street, Hyannis,MA 02601 Office: 508-862.4038 ;Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A ,Builder as Ownert of the subject property hereby authori2e �1�� PO) 62A-)5 720C, 770,1/ w to act on may bewf, in all Matters relative'to work authorized by this building permit application fret: 3 y CoTTGNuL4�2O L flvN e E iy r&'ratJl LC (Address of Job) Signature of Owner Date lVfLL.)►4n1 VXe4� Print Marne Q:F0RMS:0wNERPER.MMS[4N HOME IMPROVEMENT CONTRACT641 77(4., - Registration: 111696 Exp�ratton: 1/26/2005 Type: Individual I: b RICK ROY CONSTRUCTION FiC RD ROY P6QX.25/90 MORTON.RDA=tWdn1:s1r&fi S `xNAM,MA'b26t'�N RD r''! �'lze-�o�rvrrea�uuea� o�',,i2�aaaac/xuaelta•�. t� BOARD OF BUILDING REGULATIONS 41 Al i icense: CONSTRUCTION SUPERVISOR I ' Number: CS O47185 j Birthdate: 07/14/1953 Expires: 07/14/2005 Tr.no: 13628 Restricted: 1 G RICHARD J ROY PO BOX 25 S CHATHAM, MA 02659 Administrator DATE ACORD CERTIFICATE OF LIABILITY INSURANCE 09/16/D2003) 09/16/2003 PRODUCER (S08)94S-0393 FAX (508)94S-4048 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION e & Lu kin Ins. Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Eldredge 9 mp 9 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 697 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Chatham, MA 02633 Patricia Long INSURERS AFFORDING COVERAGE NAIC# INSURED Rick Roy Construction INSURERa OneBeacon Ins. Companies OBI001 Po Box 25 INSURER& Travelers Ind. Co of IL-ARWC 13S79 South Chatham, MA 026S9-002S INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY17FECTIVE POLICY EXPIRATION INSR ADD'LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY CBLW284479 12/23/2002 12/23/2003 EACH OCCURRENCE $ 1000000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ 30000 CLAIMS MADE rX1 OCCUR MED EXP(Any one person) $ SOOO A PERSONAL&ADV INJURY $ 100000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2000000 POLICY PR LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR El CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ S RETENTION $ _ WORKERS COMPENSATION AND 6KUB626X950902 OS/01/2003 04/29/2004 1 TORYLIMITS I I ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 10000 B ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 10000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ S00000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS arpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _J�Q_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUC OTICE SH MPOSE NO BLIGATION OR LIABILITY OF ANY KIND UPON THE I RER,IT AGENT OR R ESENTATIVES. AUTHORIZED RE ESENT E ACORD 25(2001/08) FAX: (508)240-3702 CACORD CORPORATION 1988 -"B Ask L.0T l a o :3-q rc'0-r-9-0PEE1400IC) l_r4iq0 J .& D -REAL.TY .-TRUST, OWNER DAVID C. THULIN, .F'.E. 'f78 ROUTE 6A> EAST SANDWICH, MA. ( 9I N 47' 31 '30�� .L o 7- /80 to ot 23 W --.. ------ o7 I L 0 T ).7 9_ n - -p O v- �t Z OF wo AX JDHN CA 2W4�� SCALE J "_ 30 Q�sTE� oa` L o T :/Bo L/FS in/ su �G�UD PLi9in! ZaNE � /. I CERTIFY THAT. THE EXISTING FLAN REFERENCES LC 21239 C FOUNDATION ON -THIS LOT IS ASSESSORS LOT NOS 251 - 164 LOCATED IN RELATION .TO THE NOTES+ EXISTING MONUMENTS AS SHOT! A INDICATES STAKE & NAIL FOUND DAT 8• S5o 84 a i �•"' * TOWN OF BARNSTABLE Permit No. ------_____ -------------- Building Inspector )Aurr.n. : Cash ------------------------- AAI .. g'(0 URI OCCUPANCY PERMIT Bond Issued to :alt j r*,rar. Address TanP, Wiring Inspector r/�. Inspection date Plumbing Inspector �_`(—� l• Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ....................................................... 19............ ...................................................................................................I............ Building Inspector ` r v / p� o !6 Assessor's' map. and lot number ...... .. ......... {" � �FTMEr� Sewage Permit w number_ ..... .L�.... . .. .. .... ......... a.>' d� �♦�•Qy ' i n Z BABBSTABLE. i L3 � � apy g�wr �j� MUST °� -�House number ::....:....... �..:.......:. ..... .... i 44.E ��pN V A '90 M639 g�� /� g SYSTEM ,yelp,®� g� INSTALLE �atY �a�d�Rt:�4:IANI 0ypYa\�, TOWN ' OF B RNLL � t TOWN K BUILDING INS GTOR APPLICATION FOR PERMIT TO ...:. .. ................... TYPE OF CONSTRUCTION .... ... . .... .................... ..................... .f... .........19.. TO THE INSPECTOR OF BUILDINGS:' The undersigned,hereby applies.for a permit according 'to the,following information: �y-�M��9 Location ..... :..�S3 L.14?................ ......... Proposed Use ....... `z....... .................. ........ ................................:............ Zoning District Re �t...L.... .. .. .......1 + .Fire District ... ..... ..................................................... ..... Name of Owner .... ' .� r1''t y.... .. ... . Address ....�....`....AS. ST ....!...�..... ai t1...... 2 ....... .. ..... . LL �!��,y�� MISS Nameof Builder ....................................................................Address`.................i .'fix: .. ................................................... . Name of Architect ....................:......................:..............:.......Address ............ .....:.:� .�::...................:.....:... ....................... Number of Rooms ............ �...................... ........ ........Foundation ... -.� ..� ............................................ 7 Exterior ..�Q�L CJ....:. ,........... r........ ..... ...Roofing �..i .............. Floors }.....................:.....................:.... Interior S .............. _ _ ......................... hy,,. Heating 1 ......... .f'`+ ..... ......... ...... .........Plumbing ....... '.......sue....h ) ;Tl�`-S.. ....... ........... Fireplace ......:..�i............... ..................... ........ ..... Approximate Cost ....5�.�f..�_�.5.1. ........................................... Definitive'Plan Approved by Planning Board _ _________________________19________ Area ...........0...v............. ....... �. 7 �, Diagram of Lot and Building with Dimensions' Fee '.............. 0..7......... SUBJECT TO APPROVAL OF BOARD OF HEALTH `c . 2 s 9—A � OCCUPANCY PERMITS .REQUIRED FOR NEW DWELLINGS ' hereby agree to conform' to all the Rules and Regulations of the.Town of Barnstable 7::h:e..above construction. Name � � .. ........ • Construction Supervisor's License' ..Oa���� 11,411 1),REALTY TRUST ENo' 2bv9.. Permit for ...Two Story............. _ 1 ....Sing-1.-Family.. welling...................... Location ....LOt..180, 34 Cottonwood Lane .. .. > Centerville .. Owner ..J.^ D. Realty Trust...::......y............ Type-of Construction ..Frame....... ,.................. # `: ' • `ter F i " ... _ . ^... ..... �.. ..... ... .......... w y 4 a Plot Lot .................... _ Y Permit Granted .Au4ust--3_L.i ... 1,9 84 Date of Inspection Date Completed /SJ ........... D` _�M 11-1 , � 'rn I _ _ - Yam,,. ✓.w:' 'i .i"� ' � � ` .`� -t,' ,�.r y � .. ' � .. • - � gyp.. �t'.yG�. ' ` • a' Assessor's map and lot number ...... SeWq I, 333A�RXSTA"EL TOWN OF BARNSTABLE ' ' � � NN � N �� INSPECTOR � � � �� �� | �� NNN0-�� N �� N� N ��������N� NNN �� ' | �~ �� � ���� = �� �� � °� ��" ���~ " �~ �� . APPLICATION FOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION -------.------------.--.'.----.. ---- ..................... 1./.��---`.]9'�?.~�~ - TO THE INSPECTOR OF BUILDINGS:' - ~ The undersigned hereby applies for o permit according to the following information: Location -' i��()-�-- ---..k^���^��--------_------------------. ' 'Proposed Use .. ................................:�.......................................................................................... ���� Zoning District .Y}4��k{3��+.�\.�:��.----_------,R,e District ---------..,................................................ ' Name of Owner -.� -.. - ----A66reo -.LL]AJ�\s'�-�T........ /�......'Ekx-[l -...(i� J � ��?f��ome of Builder ----------------------'A66nsu --.--- � -.---.-.------_-�-[�-�.�. � Nome of Architect ----------------------A66res ---' ................................................ --- - Number of Rooms --.. �............ .........................................Foundohon -' -------------------' � ��� Ex�erior �}���X2C��-'����V����'-------------�Roo�n� --�/^�/��J�,1 ..........................--------.- F|000 -- ....................................................................... ....... ................................................. ~7 � . '...�.-...�.�.z..��P�m6' -=`--.c��' z W� �--..`,--_`=-.._ * ' . /_�* �� �K\ (] ��re�|oce --��������.-------,.---------_-.Appruximote Cost .1El �.^.,~/------..__,_.__.,,. .' ' »--_ !Definitive Plan Approved by Plamning ,Boond 1Q------- Area .......... ---''�' )p=5 � r� Lot Diagram of � and Building with Dimensions �Fee ----.. . .��'. ............. - SUBJECT TO APPROVAL OF BOARD Of H ^ _~~ � 3_- ' � / / �-~,���~^ ' . . ` . ` OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS | hereby agree to oon6nnn to allihe�lRu!au and Regulations of the Town' cf Barnstable construction. ' ' | '°"""= —'—r---...... ... ----~. :�=,............ -` Construction Supervisor's License .............. _ J & D REALTY TRUST A=252-165 No ..2f�929.... Permit for TWO Story . ...:....Single Fam y..Dwelling...................... Location Lot., 180, „34 Cottonwood Lane ...................... ...................... enterville.........:..................:.... Owner ..J..&..D...Real '...Ttust..................... Type of Construction I Plot ............................ Lot ................................ Permit Granted ......August 31,............19 84 Date of Inspection ....................................19 Date Completed ......................................1.9 / Z. — L/