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I ,t�,:,�,�.-­,�,�,, I,,�Pt ,I, I I.,�i��I ji,,­­'.",1�,, _4,''o I) im 0"'AIP'", ,"It"17, �,t,,l,, �,, I .. ,. "I',, , ",I;``NARA, "�'­!, ,��:,;';'�',�,t�Ic,l LI I. I W,I FTJ ." , 19�I.I,�o. "m,i' :�,Jqqil, I :;-,�,,,t " �4;��,P�'Ij OV,,1"114w,-If I, i �,� I-, ,���I , , o', . -; , .� "���I ,���I ,,,, ,,,�,��7,,.,,";,.,�,.",�,��,,'�'.�" , "I � '�` ,1,1��I' ,,,I __",���I " "" 1,11"I 1�1-1, ,4-, ,#`11­11 I i, I 13- " ",,,-,,�,t' A� " . �* "':l:�,,,','�',�,,!, ,��:,;';'�',�,t�Ic,l - � ",:,�!A�,�,*:: , , �! ,�:,;';'�',�,t�Ic,l , �! �,�:,;';'�'�,�,����',,�r,.,'���� I,, It " i'l �,'­�,` ��, ,.1:. ,.:t"!, Q it, � 1- 1 I I 1­�i?"�, ­ �,­', ,q 1. g KIWA,li � __r , 11-1 71 k I ..:` , , i �( '. M , � , , �, � To �_"A�7,,,, � c , , ",q� � ��� I ,� 70, 11 ikma)alil ,I sm i� ,.I­,�oi,,%,!,h'?e it,,U,I�w,�,,, ")"fi,�z-,'��,�:!,.�"41",�l�)��,!,�,.,'��.,',,��,�,;;�.e,-i 4I,,�., ; ,tl',.,"ff, It � , as tMo%:', TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map. l - Parcel v Application #0 6 1 Health Division - Date Issued Conservation Division Application Fee Planning Dept. , Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis J Project Street Address 7 T�/ N VillageN? /e Owner. 61 AY is ✓✓-Sc?N Address 7777-TAh� � �1 Telephone -Permit Request Z 1VS-1W41_ -7, &�iLV SDL/4'R@ P V S YS79M IoAlygts ,Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay -.Project Valuation f 06� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No, Fireplaces: Existing New Existing wo oal sto e: ❑ s ❑ No Detached garage: ❑ existing' ❑ new size_Pool: ❑ existing ❑ new size _ Barn: xistin g g g g g ; nem size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ m Commercial ❑Yes ❑ No If yes, site plan review# - Current-Use - - --- - Proposed Use - -�- - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� Q C�/t Ll� � Telephone Number 90l Address /0 Ie1 1VZ;9V License #��-d 9vZ.S� WOYMOu7} � w2)/0 Home Improvement Contractor# 1707l97 Email 9WsL7-C ® QDD� ✓��G y 0 Worker's Compensation # klIZ16 309 YIR&R ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DUM/` S7 17 7" ZZ/,1 A4*USX SIGNATURE "�'' �'`'� DATE ✓✓ V� 0 y o?©� 7 FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED MAP/PARCEL NO. E ADDRESS VILLAGE OWNER DATE OF INSPECTION: 'h4 FQUNDATION G FRAME I. INSULATION b. FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL F1.NAL BUILDING 6 '�d�B� !j ��" :llA`21 . A 4,. D#-FE-CLOSED OUT ASS QGATION PLAN NO. r The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 V 1' www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Naive (Business/Organization/Individual): OneRoof Energy, Inc. Address:4445 Eastgate Mall Road, Suite 240 City/State/Zip:San Diego, CA 92121 Phone#:858-458-0533 Are you an employer?Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 20 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no Solar PV Systems employees. [No workers' 13.❑■ Other y comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Barney&Barney Policy#or Self-ins.Lic.#:WWC3094182 Expiration Date:7/10/2015 Job Site Address: 7 Tern Lane City/State/Zip:Centerville, MA 02632 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties 4perjury that the information provided above is true and correct. 4A 4� Signature: �5' 4 Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:25439 ONERENER DATE(MMIDDNYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 1 10/29/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE 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 pCjONT C Megan Cleary Barney 8 Barney 'V No Et):858 875-6581 ac No): 858 909-9686 P.O.Box 85638 E-MAIL m an barne andbarne com CA License#OH18131 ADDRESS: cG Y Y San Diego,CA 92122 INSURER(S)AFFORDING COVERAGE NAIC ffi INSURER A..Lloyd's of London INSURED INSURER B:AmTrust International UnderWrit OneRoof Energy,Inc. INSURERC: 45 Eastgate Mall Road,Suite 240 44 INSURER D: San Diego,CA 92121 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. �1R L S IC EFF TYPE OF INSURANCE NSRWVD POLICY NUMBER MPMO/LDDY MMPOLICY EXP OD LIMITS A GENERAL LIABILITY S0144413201 7/1012014 07110/2015 EACH q�,OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea cur ence $1,000,000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1,000,000 POLICY PET LOC $ A AUTOMOBILE LIABILITY S0144413201 1017M012014 0711012015 ICEacciden SINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per. Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WWC3094182 7/10/2014 07/1012015 X JTw0CgsyTLATMUjS OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION EVIDENCE ONLY 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 JW C - ©1988-2010 ACORD CORPORATION.All rights reserved. ice of Consumer Affai and Business Re gulation `t ev o 10 Park Plaza - Suite 5170 ` Boston Ma ssachusetts 02116 . Home ImprovezxeniContractor Registration Ktj-' f Registration: 112197 Type: Supplement Card t•z x a '''� Expiration: 5131/2016 ONE ROOF ENERGY INC. �tY ;^ LESTER WILT JR. , ^.--- — --- ------- .. 4445 EASTGATE MALL ROAD SU;ETE 2 40j ; , , ----- -------- --- -------- SAN DIEGO CA 92121 ' - ' r F-.. v — Update Address and return card.Mark reason for change. DPS-CA1 0 5OM-04/04-GIO1216 Address Renewal . Employment (� Lost Card - - �O ✓JJ� �69JYI9L0%12ClJC[ZLIJL d�v`�•CLdt1CLCfZG�L(b ' Office of Consumer Affairs&Business Regulation License or registration valid for individul use only q_JHOME IMPROVEMENT CONTRACTORbefore the expiration date. If found return to: ' ' Office of Consumer Affairs and Business Regulation ItRegistration;�172197 Type: 10 Park Plaza-Suite 5170 J� Expiration_:*5/31f2016 Supplement Card Boston,MA 02116 ONE ROOF ENERGYINC - - LESTER WILT JR4 : T a 4445 EASTGATE MALL;ROAD'SUI ��RVEG0,CA 92121 Undersecretary. Not valid without signat re 9 Massachusetts _Department of Public Safety Board of Building Regulations and Standards -. Construction Supervisor License: CS-092597' LESTER 9_VWM r,1t12 a,' 10 RANGIER C f12LE ; ` SO W EY1v OUTIf 1VtA>02190 Expiration Commissioner 11/0812015 DocuSign Envelope ID:7507BC4D-3EBE-4269-8DE5-F5D11E9B8679 • 1ARNSTABIa, • MASS. h Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section_ If Using A Builder Gary Benson I, as Owner of the subject property OneRoof Energy hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 7 Tern Lane,Centerville, MA 02632 (Address of Job) DocuSigned by: G fXWS6V" 11/19/2014 FBFffwner Date Gary Benson Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. T:\KEVIN_D\Building Changes\EXPRESS PERMITTXPRESS.doc Revised 061313 c 1 'NN OF BARNSTABLE EAH Structural Consulting 35 Kendall Court Bedford,MA 01250 . PH 12: r� PHONE:1:978.405.a921 mart C�w3ul.T,dJG Elaine@EAHStrurtural.uorn, r • November 6, 2014 DIVISION To: One Roof Energy 4445 Eastgate Mall Road,Suite 240 San Diego,CA 92121 Subject: Structural Certification for Installation of Solar Panels Benson Residence v 7 Tern Lane Centerville, MA.02632 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the,existing roof support structures were observed as follows: The roof structure of(MP1)consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters`@ 16"o.c., paired with nominal 2x10 ceiling joists @ 16"o.c..�The rafters have a max projected horizontal span of 14'-0", - with a slope of 27 degrees.The rafters are connected at the ridge to a continuous 2x10 ridge board and are supported at the eave by a load bearing wall.There is a knee wall on either side of the attic to provide extra bracing to the rafters. The roof structure of(MP2)consists of composition shingle on roof plywood that is assumed to be supported by nominal 2x6 rafters @ 16"o.c,.The rafters support a vaulted ceiling and have a'max projected.horizontaI span of 8'-0",with a slope of 27 degrees.The rafters are supported at the ridge by a 2x8 continuous ridge beam and at the eave by a load bearing wall The existing roof framing system of(MP1)is judged to be adequate to,withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(MP2)is judged to be adequate to_withstand the-loading imposed by the installation of the 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. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Ironridge solar rail system and analyzed.Furthermore,the,installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Ironridge for the racking system and Quickmount for the roof connections. Finally,l accept the certifications indicated by the solar panel manufacturer for the ability of the,panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=9 psf(MP1) -- 12 psf(MP2)' • Roof Live Load=20 psf e Wind Speed=110 mph, Exposure B • Ground Snow Load=30 psf - Roof Snow Load=21•psf Benson Residence, Centerville 1. r t . • EAR Structural Consulting 35 Kendall Court Bedford, MA 01730 -PHONE.1.978.4,r e.89:21 ZA H CowouL`TIABG Etaine@)EAHStructural.com Please contact me with any further questions or concerns regarding this project. Sincerely, �SN OFlyggsqcy g EIAINEA. �+ c AUA�lG c� CIVIL y P Elaine Huang,P.E. 4 N0.49629 Project Engineer S/ONALEl1G I . s Benson Residence, Centerville 2 i EAH Structural Consulting 35 Kendall Court Bedford, MA 01330 PHONE 1:978:406.39:21 EAH CoNsut_-rl"G Elaine@EAHStructurel.c m Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load= • 30 psf pf=0.7 Ce Ct I py (ASCE7-Eq 7-1) Ce=Exposure Factor 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) .- =Importance Factor= 1 �_ pf=Flat Roof Snow Load= 21 A psf ps=CA .(ASCE7-Eq 7-2) Cs=Slope Factor ps=Sloped Roof Snow Load= 21.0 psf PV Dead Load=4P psf r S n, vi p ( e u ge ty) , Roof Dead Load(MP1) Composition Shingle 4.00 T Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling _ _ 0.00 (Ceiling Not Vaulted) Y-Miscellaneous 0.10 Total Roof DL(MP1) _ 9.O psf DL Adjusted to 27 Degree Slope 10.1 psf - Roof,Dead Load(MP2 Composition Shingle 1 4.00 Roof PI pod _ 2.00 _._. m . YN!, .. , 2x6 Rafters @ 16"o.c. 1.72 Vaulted Ceiling 4.00 'Miscellaneous ._ mm 0.28 L Total Roof DL(MP2) 12.0 psf DL Adjusted to 27 Degree Slope 13.47 - Benson Residence, Centerville 3 EAH Structural Consulting :35 Kendall Court Bedford, MA 017.30 PHONE 1.978.406.8921 EAH CoNsuL-ri m E.laine@EAHStructural.c,am Wind Calulations Per ASCE 7-05 Components and Cladding r—Input Variables ­1 •- Wind Speed 110 mph Exposure Category Roof Shape GablelHip Roof Slope 27 degrees Mean Roof Height' 20 ft Building Least Width y_ 40 ft u- Effective Wind Area 17.5ft t�e 9 f,.,.i—es',, .:._ • -'�`""-�esi�n Wind`Pres"sure Calculations���.`• °^ • Wind Pressure P=qh*(G*Cp) qhT=0.00256*Kz*Kzt*Kd*VA *I 4 (Eq_6-15)1 Kz(Exposure Coefficient) 0.7_ (Table 673) - - r Kzt(topographic factor) 1 (Figa 6 4): Kd(Wind Directionality Factor)- 0.85 (Table 6-4) V(Design Wind Speed)= 110 mph _ r Importance Factor= 1 (Table 6-1) qh 18.43 { Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.85 -1.45 -2.30 0.40 (Fig.6-11) - Uplift Pressure= 15.67,psf� w_ -26.72 psf 4_2.39 psf 10.0 psf __.(Minimum) X Standoff Spacing=_ 4.00 4.00 4.00 Y Standoff Spacing- 2.75 2.75 2.75 Tributary,Area _- 11.00 11.00 11.00 Footing,Uplift -172 lb 294lbF -466lb Standoff Uplift'Check Maximum Design Uplift= -466 lb - Standoff Uplift Capacity = 400 lb Error- Footing Uplift Too High Fastener Capacity Check Fastener= 1 -5116"dia Lag Number of Fasteners= 1 Embedment Depth= 2.5 . 4 Pullout Capacity Per Inch= 250 lb - Fastener Capacity= 625 lb wl F.S.of 1.5= 417 lb Error- Footing Uplift Too High Benson Residence, Centerville 4 f EAR Structural CDnsulting 35 Kendall.Court Bedford,MA 01730 PHONE 1.978.406.t 9.21 ZAH CoNsuL7wm Elaine@EAHStructuraLcom Framing Check (MP1) K PASS w=47 plf . Dead Load 10.1 psf - PV Load ' 4.0 psf Snow Load 21.0 psf 0 2x10 Rafters @ 16"o.c._ Governing'Load Combo=DL+SL Member Span=14'-0 > Total Load 35.1 psf 6 Member,Properties Member Size S(in^3) 1.(in"4) a Lumber Sp/Gr. _ Member Spacing 2x10 -21.39 98.93 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 1.1 ` x , 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL12)/8 1146.63 r ft# 13759.6 in# Actual Bending Stress (Maximum Moment)/S. =643.3 psi - Allowed>Actual 50.6%Stressed -- Therefore,OK Check Deflection w Allowed Deflection(Total Load) _ LI180 (E=1400000 psi Per NDS) 0.933 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) (5*w*L^4)/(384*E*I) 0.293 in L1574. > LI180 Therefore OK Allowed Deflection(Live Load) U240 A 0.7 in Actual Deflection(Live Load) _ (5*w*L^4)I(384'E*I) 0.1.75 in U960 > L1240 ' Therefore,OK _ Check' hear Member Area= 13.9 in"2 Fv(psi)= 135 psi (NDS Table 4A)A Allowed Shear = Fv*,A = 1873 lb Max Shear(V)=w*L l 2 = 328 lb Allowed>Actual--17.5%Stressed - Therefore,OK Benson Residence, Centerville 5 A :• I EAR Structural Cmnsulting 35,Kendall.Court Bedford, MA 017.3L r' PHONE.1.978.406.8921 EAH CoNsuL°rwe Elaine@EAHStructural.com. Framing Check (MP2) PASS w=51 plf Dead Load 13.5 psf PV Load 4.0 psf Snow Load 21.0 psf 2x6 Rafters•@ 16"o.c. Governing Load Combo=DL+SL Member Span=8',0" Total Load 38.5 psf Member Properties,,, Member Size . S(in A3) 1(in A4) Lumber Sp/Gr• Member Spacing 2x6 7.56 20.80 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 1.3 x •` 1.15 Allowed Bending Stress=1504.3 psi. Maximum Moment = (wL^2)/8 = 410.324 ft# = 4923.89 -in# Actual Bending Stress (Maximum Moment)I S =`651.1 psi Allowed>Actual-43.3%Stressed -- Therefore,OK s Check Deflection Allowed Deflection(Total Load) U180 (E=1400000 psi Per NDS) 0.533 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)l(384*E*I) ` = 0.163 in L1589 > U180 Therefore OK Allowed Deflection(Live Load) = LI240 0.4 in Actual Deflection(Live Load) _ (5*w*L"4)l(384*E*I) 0.089 in 4 U1079 > U240 Therefore OK s,.. Check Shear,;. w Member Area= 8.3 inA2 Fv(psi)= 135 psi 1. (NDS Table 4A) Allowed Shear = Fv*A = 11141b Max Shear(V)=w*L/2 205 Ib Allowed>Actual•=18.5%Stressed —.Therefore,OK Ij . Benson Residence, Centerville 6, AERIAL VIEW ;IRONRIDGE TY MAP �, PROP.SOLAR LOAD CENTER ;, v z PROJECTENERGY METERLOCATION ��PROP.AC DISCONNECTEX.UTILITY METERLj zZ3DECK (EX.IN ELECTRICAL PANEL W (INSIDE THE HDUSE) 84 d OF WORK ECT CONSISTS OF THE INSTALLATION OF(30) TAIC MODULES AND(30)MICRO INVERTERS.PV WILL BE MOUNTED TO AN EXISTING RESIDENTIAL E SHINGLE ROOFTOP USING QUICKMOUNT FOOTING IDGE XR100 RAIL. THE ATTACHMENT SYSTEM IS SPECIFICALLY DESIGNED TO WITHSTAND WIND AND SEISMIC LOADS ON EXIST ROOFTOPS. REFER TO CODE COMPLIANT INSTALLATION MANUAL FOR DETAILED INFORMATION AND WATERPROOFING - SPECIFICATIONS. _ • SHEET INDEX SHEETNO. INDEX NO.DESCRIPTION 1 T-1 TITLE SHEET - 2 M-1 PANEL LAYOUT 3 M-2 FOOTING PLAN P0.0P.(25)HANWHA Q-CELLS 255W MODULES 4 E-1 ELECTRICAL SINGLE LINE WIRING DIAGRAM WITH(25)ENPHASE M215 MICRO-INVERTERS - S L-1 WARNING PLACARDS APPENDIX EQUIPMENT DATASHEETS PREPARED FOR PROP.())HANWHA 5 2SSW MODULES M215 M •PHOTOVOLTAIC MODULE DATASHEETS GARY BENSON WITH())ENPHASE M215 MICRO-INVERTERS •INVERTER DATASHEETS 7 TERN LANE, •PROP(2)HANWHA Q-CELLS 255W MODULES ATTACHMENT DATASHEETS(QUICKMOUNT) CENTERVILLE . WITH(2)ENPHASE M215 MICRO-INVERTERS •ATTACHMENT DATASHEETS(IRONRIDGE) MA 02632 •IRONRIDGE INTEGRATED GROUNDING DATASHEETS ` •ENERGY METER DATASHEETS CODE COMPLIANCE ALL WORK SHALL CONFORM TO ALL PERTINENT CODES, REGULATIONS,LAWS,AND ORDINANCES AS REQUIRED BY THE STATE OF MASSACHUSETTS. THE MASSACHUSETTS ELECTRICAL CODE I'i U i::i;( '; DATE: 11/10/14 ' — MASSACHUSETTS RESIDENTIAL CODE,STH EDITION TITLE SHEET PV SYSTEM SPECIFICATIONS SITE PLAN & EQUIPMENT LAYOUT ZI Ed 1'.' MODULE QTY INVERTER QTY. RACKING TILT AZIMUTH DC POWER RATING(STC) SCALE 1/8"=1'-0" T_1 919ViSNTV9 J0 N0,01• HANWHA ENPHASE QUICKMOUNT I 1 Q-CELLS255W 30 M215 30 AND IRONRIDGE 27° 99°&189° 7.6.1 kW SHEET 1 XR100 RAIL 46'-6" ----{. LL> c F d Li WWMl1 �om _ E, zz �=do N Dw P Lf) TYPICAL SOLAR PANEL BATHROOM VENT �� (2)2X6 SISTERED COLLAR TIE @ F-12X6 RAFTERS @ 16"O/C(TYP.) 30'-5" g 10, PLANE 1 FACING SOUTH J VAULTED CEILING SHINGLE ROOF, (AZIMUTH 189', ROOF PITCH 27`, # OF PANELS 25) 27°PITCH - PANEL LAYOUT ON THE ROOF 1 SCALE 3/16"=1'-0" - TYP.PV MODULES ATTACHED WITH �-LHIMNEYT - - QUICKMOUNT FOOTING AND IRONRIDGE 'XR100 RAILS.REFER TO INSTALLATION 4=^j -L 25' MANUAL FOR WIND AND VERTICAL FORCE �i� - DESIGN CHARACTERISTICS ROOF 2 STR. SECTION PREPARED ARP RE FOR: fZ-7 SCALE 3/16"= 1'-0" SON 7 TERN LANE, I6. CENTERVILLE 3n MA 02632 Q SKYLIGHT £ o VAULTED p CEILING - 20' I 13'-2" SHINGLE ROOF,270 PITCH (2)2X6 SISTERED(TYP.) TYP.PV MODULES ATTACHED WITH QUICKMOUNT FOOTING AND DATE: 11/10/14 - 2X4-AND 2X6 SISTERED IRONRIDGE XR10O RAILS.REFER TO INSTALLATION MANUAL FOR _ PLANE 2, FACING EAST (AZIMUTH 99', ROOF @ 16 O/C(TYP.) WIND AND VERTICAL FORCE DESIGN CHARACTERISTICS PANEL LAYOUT PITCH 27`, # OF PANELS 5) EQUIPMENT WEIGHT NOTE: ROOF 1 STR. SECTION 1.PHOTOVOLTAIC MODULES AND m I PANEL LAYOUT ON THE ROOF 2 ATTACHMENT SYSTEM WILL ADD A 1 SCALE 3/16"= 1'-0" POINT LOAD FORCE NOT EXCEEDING 3.5 LBS/FT2 SCALE 3/16"= 1'-0" - SHEET 2 44' U . 4' MAX C3 --- - —. r `c f PS • WW Qo�w �=so ZZ ow BATHROOM VENT 11'-5" c 33'=11' PLANE 1 FACING SOUTH (AZIMUTH 189, ROOF PITCH 27', # OF PANELS 25) `r 10'-4" I PREPARED FOR: -—'— GARY BENSON F 7 TERN LANE, CENTERVILLE MA 02632 LE NOTE: DATE: 11/10/14 PLANE 2, FACING EAST (AZIMUTH 99', ROOF 1. STAGGER THE FOOTING TO DISTRIBUTE THE FOOTING PLAN PITCH 27", # OF PANELS 5) WIND LOADING ON THE ROOF STRUCTURE 2. FOLLOW RACK AND FOOT MANUFACTURER'S FOOTING PLAN INSTRUCTIONS WHILE MOUNTING M_Z SCALE 3/16" = 1'-0" SHEET 3 GROUNDING DETAIL PV SYSTEM VALUES WARNING LABELS PV SYSTEM BILL OF MATERIALS �> GROUNDING NOTES: -1E DESCRI RPTIDx LISTING AGENCY NAMES AND NUMBERS TO BE INDICATED ON POWER INVERTER AND SOLAR MODULES PER NEC 110.3(B) O PV MODULES:HANWHA Q-CELL QPRO 255W 30 r g 1. VICE PANELS DD NOT—EXISTING GROUNDING EIECTRDDE,IT IS THE CONIRACI— 255W a he Input dm w Mod haa ule Dam St ® UI O tF svOn5letLm To wsTnu A SUPPIEMENTAL GROUN=G ELECTRODE. N. ael eeryw Ey PROVIDE WARNING SIGN PER NEC 690.17 READING p,"n 2. 11"RCOP"l GROUND TO EE ATTACHED TO EVERT OTHER RAIL wmI GROUNDING IWS. "WARNING-ELECTRIC SHOCK HAZARD-DO NOT TOUCH TERMINALS O ENPHASE 215MINVERTER-240V,.9A 96.3°/D EF. 30 ]. DRWxD EACH SO—MODULE u .GRWNDING MID CtanP To THE RA14 Eoxu EA[H RBI E—ES n ns4v thw=dam hpm w M.-oem sheer ON BOTH LINE AND LOAD SIDES WAY TO BE ENERGIZED IN THE MPPT VOLTAGE RANGE 22-45V Ir J S ROW of w nooulE wml GROUNDING we TO THE 3D.31 v put eats=mm w Module Data III- OFF POSITION" p' GRounOtNC CONDucroR,Aw PER MANuFAGruRERS INSTA_Oo 913A O ( ) 1 I—my�m w M_d wm IN,— 5 SOLAR LOAD CENTER 100 A,240 V z w T o p LABEL°PHOTOVOLTAIC UTILITY INTERACTIVE INVERTER°AND W m w Module imp R.5 A a1 data hem PV Mm oem sheet IO°WARNING POTENTIAL ARC FLASH HAZARD CAN CAUSE e..IApm x veR 4s v AH SHOCK, DEATH" LOCUS LGATE 126 METER 1 LD z s q LxpuL det.Tmm ImaMar Dem SEE O N ; Maxa ,m 22-GEv INp¢dam vpm Inverter Dam Sheet O 7 epe LABEL°PV SYSTEM UTILITY DISCONNECT SWITCH',SWITCH COVER O AC UTILITY DISCONNECT SWITCH (Z "� 3 TO BE LOCKED AT ALL TIMES SWITCH TO BE VISIBLE BLADE AND (BOA,240VAC,NEMA-3R) 1 ACCESSIBLE PER UTILITY REQUIREMENTS AND CONFORM TO NEC a 8 2-F purge MDhmpetum ra per.eanwr.mm 70522 O SYSTEM GROUND 1 DW - m F roper weaMer.mm nodule pv anrq t5 HHHHH,ie'.a�ieq w ED.NN pe OLABEL'INTERACTIVE SYSTEM POINT OF INTERCONNECTION O gl-DRECTIONAL METER TO BE INSTALLED of"e lel zexwce PAxe RATINGS'WITH THE MAXIMUM AC OUTPUT OPERATING CURRENT 1 e© - sMxpa AND THE OPERATING VOLTAGE PER NEC 690.54 BY UTILITY COMPANY I MAXIMUM AC OPERATING CURRENT:33.8A - - L I MAXIMUM AC OPERATING VOLTAGE:240V MAXIMUM AC CONTINUOUS POWER:645O W - - — OLABEL BREAKER"PHOTOVOLTAIC ELECTRIC POWER SOURCE-PER NEC705.10.AND BREAKERS ARE BACKED"PER NEC 690.64(8)(5) 00 GENERAL NOTES: 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NEC AND ALL APPLICABLE REQUIREMENTS OF lln�a II II THE SERVING ELECTRIC UTILITY COMPANY AND OF THE LOCAL AUTHORITY HAVING JURISDICTION. ......:............ IM�a 2ar15 LN15 wx^^ 2. ALL CONDUCTORS TO BE COPPER UNLESS NOTED OTHERWISE. . .. w. S 3. INTERMODULE WIRING=DURASHEATH LOW-VOLTAGE POWER,UNSHIELDED,EPR,HYP,Volts..600VDC,UL. TYPE RRH/RHW-2/USE-2.CONDUCTOR SIZE(AWG/kcmil): 10,RATED AT 90DC WET OR DRY WITH }o MULTI-CONTACT LOCKABLE CONNECTORS. n 4. ANY DC WIRING RUNS IN THE INTERIOR OF THE HOME SHALL BE RUN IN A METAL CONDUCTOR RACE WAY a z AND CLEARLY MARK"CAUTION DC-CIRCUIT"EVERY 5 FEET PER CODE REQUIREMENTS. a _w a . • 5. ALL SOLAR MODULES,-EQUIPMENT,AND METALLIC COMPONENTS ARE TO BE BONDED.. N it,A a II II 6. IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE,IT IS THE PV 1,,.5 2M15 mm.a ..................... CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. . . a>Pp.c, S 7. IF THE EXISTING GROUNDING SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING,IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A NEW SUPPLEMENTAL GROUNDING ELECTRODE. PREPARED FOR: GARY BENSON 7 TERN LANE, ROOF TOP CENTERVILLE MA 02632 --------------- -------- ---------I--- QNL r-------AT GRADE D iI-R.CMETER SURFACE J E ERR=METER ADImeR Cnxn 121 ae mw2 SQUARED MAIN - ... I)ae TMHn-i IXEVIRAt= SERxICF 10-1 t=j rE 2-STuwDa( C ND) MAIN i00A BUS. s + re=rrmC.mDn _CD"n"TO1C10.pRf Aeunlm 120"ov4W,IP I11"ll P-spAHD n,tDnp) DISCONNECT 24DVN CH ., I__ npmr EGA,24Dv nE n��RO (E)LOADS _ SODO4R=OAD CENTER W I 20A O LGATEU220 �O 35A DATE:.11/10/14 20A M). SINGLE LINE WIRING DIAGRAM G O E-1 SINGLE LINE WIRING DIAGRAM = SHEET 4 3.00" NOTE: t I > _I RED SIGNAGE 1. ALL PLAQUES MUST BE METAL OR PLASTIC ENGRAVED OR MACHINE LL N PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE AND WILL s W/WHITE 1/8 u . AC PHOTOVOLTAIC BE ATTACHED. BY POP-RIVETS OR MACHINE SCREWS. - FONT POWER SOURCE RATING (" s' O Ww mow $ In MAXIMUM AC OPERATING CURRENT:33.8A o _ 14 MAXIMUM AC OPERATING VOLTAGE:240V 'RED SIGNAGE A Z= a� 3 MAXIMUM AC CONTINUOUS POWER:6450W W/WHITE e"FONT CAUTION :: ......... ' ow RED SIGNAGE POWER TO THIS BUILDING IS ALSO SUPPLIED O1 QUANTITY REQUIRED:IEA W/WHITE 1/4"FONT MOUNTING LOCATION:ON INTEGRATED DISCONNECT SWITCH FROM THE FOLLOWING SOURCES WITH 3.00" DISCONNECTS LOCATED AS SHOWN - SOLAR LOAD CENTER LOCUS ENERGY METER RED SIGNAGE - AC DISCONNECT UTILITY METER _ W/WHITE 1/8" ELECTIU LPANEL O PHOTOVOLTAIC DISCONNECT MEANS FONT (INSIDE THE HOUSE) _ C� lD - ®�EU RE OQUANTITY REQUIRED: - MOUNTING LOCATION:ON ON AC SERVICE PANEL 4.00" PHOTOVOLTAIC SYSTEM �'�"""�- o DISCONNECT SWITCH PREPARED FOR: � GARY BENSON .-+ ERTIFOR UTILITY OPERATION CNTEE OQUANTITY REQUIRED:LEA MA 02632 MOUNTING LOCATION:ON MAIN SERVICE PANEL RED SIGNAGE W/WHITE 4" FONT OQUANTITY REQUIRED: EA MOUNTING ROGATION:ON MO AC UTILITY DISCONNECT SWITCH DATE: 11/10/14 WARNING PLACARDS L-1 SHEET 5 APPENDIX EQUIPMENT DATASHEETS 4. I t wa The new Q.PRO QFR-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%, � FM and temperature behaviour. I. 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.QTN. 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 OCELLS •Protection against short circuits and higher module capacity g g p y per box. thermally induced power losses due to breathable junction box and welded EXTENDED WARRANTIES 72 ;4 cables. • Investment security due to 12-year. •Increased flexibility due to MC4-inter- product warranty and 25=year linear mateable connectors. performance warranty2. Phntnn ............... I Quality Tested GCELLS +M..awty Hest polycrystalline solar motile 2013 nrnosx vs THE IDEAL SOLUTION FOR: ID.40032587 Rooftop arrays on Ground-mounted Rooftop arrays on commercial/industri solar power plants residential buildings at buildings M E3 ' APT test conditions:Cells at-1000v against grounded,with conductive metal foil covered module surface, 25"C,168h a See data sheet on rear for further information. Engineered in Germany OCELLS 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) Front Cover 0.13 in(3.2 mm)thermally pre-st[essedglass with anti-reflection technology ❑""""" E� Back Cover Composite film Frame Black anodized aluminum Cell 6 x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes j 4 � Cable 4 mm2 Solar cable;(+)a45.67in(1160 mm),(-)245.67in(1160 mm) Connector SOLARLOK PV4,IP68 >,,.-,,,,,,.,I-~O- I»°•° ""'°°"°' PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25'C,AM 1.5G SPECTRUM)' NOMINAL POWER(+5W/-OW) [W] - 245 250 255 260 Average Power P_ [Wl 247.5 252.5 257.5 262.5 Short Circuit Current Is, [A] 8.52 8.71 8.90 9.09 Open Circuit Voltage V„ [V] 37.15 37.49 37.83 38.18 _ Current at Ps,PP Iw" [A] 8.05 8.21, 8.37 8.53 Voltage at PM2P VD [V] 30.75 30.76 30.77 30.78 Efficiency(Nominal Power) n [%] 14.7 z 15.0 - Z 15.3 Z 15.6 - PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT.800 W/m2,45±3'C.AM 1.5 G SPECTRUM)' NOMINAL POWER(+5W/-OW) [W] 245 250 255 260 Average Power P„PP [Wl 182.4 - 186.0 189.7 193.4 Short Circuit Current I„ [A] 6.87 7.03 7.18 7.33 Open Circuit Voltage V. [V] 34.58 34.90 35.22 35.54 Current at P,pp 1.1p [A] 6.32 6.44 6.56 .6.68 Voltage at P„PP VwP [V] 28.86 28.89 28.92 _ 28.94 'Measurement tolerances STC:±3%(P_);t 10%(1.,Vim,Imp°, Q CELLS PERFORMANCE WARRANTY P PERFORMANCE AT LOW IRRADIANCE - roo At least 97%of nominal power during =p %f Th t fi w -011f first year.Thereafter max.0.6degra. 5 W y m o as � dation per year. so At least 92%of nominal power after 30 years. --- w ss e At least 83%of nominal power after -- - -- - -- _ _ w - 25 years. ' All data within measurement tolerances. ¢ Full warranties in accordance with the warranty terms of the Q CELLS sales 200 200 °m eoo rR IRRADIANCE IWIVI a s ro Is m 2s organisation of your respective country. YEARS The typical change in module efficiency at an irradiance of 200 W/m2 in relation to 1000 W/m2(both at 25°C and AM 1.5G spectrum)is-2%(relative). 4 TEMPERATURE COEFFICIENTS(AT 1000W/M2,25'C,AM 1-.5G SPECTRUM) 4 - Temperature Coefficient of Is, a [%/K] +0.04 Temperature Coefficient of VD, p [%/Kl -0.30 Temperature Coefficient of PNpp y [%/Kl -0.42 V �o Maximum System Voltage V,Ps [V] 1000 Safety Class II ' La Maximum Reverse Current IR [A] 20 Fire Rating C Wind/Snow Load - [Pal 5400 Permitted module temperature -40`F up to 185'F(-40'C up to 85'C) (in accordance with IEC 61215) on continuous duty ! 1 1 9 C UL 1703;VDE Quality Tested;CE-compliant;' IEC 61215(Ed.2);IEC 61730(Ed.l)application class A 3 C E s�® 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. Hanwha Q CELLS USA Corp. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 848 748 59 96 1 FAX+1 949 748 59 84 1 EMAIL q-cells-usa®q-cells.com I WEB www.gtells.us - Engineered in Germany OCELLS ti i Enphase®Microinverters Enphase@M215 enphase ." .E-N. E R G Y ' 1 I _ The Enphase Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System.includes the microinverter,the Envoy®Communications Gateway,"and Enlighten®Enphase's monitoring and analysis software. PRODUCTIVE SMART -Maximum energy production Quick and simple design,installation, -Resilient to dust,debris and shading and management -Performance monitoring 24/7 monitoring and analysis RELIABLE SAFE -System availability greater than 99.8% Low-voltage DC -No single point of system failure Reduced fire risk [e] enphase® E N E R G Y C us Enphasee M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA(Ontario) Recommended input power(STC) 190-270 W Maximum input DC voltage 45 V Peak power tracking voltage 22-36 V Operating range 16-36 V Min./Max.start voltage 22 V/45 V Max.DC short circuit current 15 A Max.input current 10.5 A OUTPUT DATA(AC) @208 VAC '@240 VAC Rated(continuous)output power 215 W 215 W Nominal output current 1.0 A (Arms at nominal duration). 0.9 A(Arms at nominal duration) Nominal voltage/range 208/183-229 V 240/211-264 V Extended voltage/range 179-232 V 206-269 V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.65 Arms,over 3 cycles;1.04 Arms over 5 cycles EFFICIENCY CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Night time power consumption 46 mW MECHANICAL DATA Ambient temperature range -401C to+65°C Operating temperature range(internal) -400C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")without mounting bracket Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 i FEATURES Compatibility Pairs with most 60-cell PV modules Communication Power line Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547,FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 To learn more about Enphase Microinverter technology, e [e] enphase . . . visit enphase.com E N E R G Y c ©2013 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. L i F Classic Composition Mount I QMSC .. ------ _ ------ THIS EDGE TOWARDS — RACKING COMPONENTS 2.50 ROOF RIDGE �'—,,---RACKING INCLUDED u � 6 e 5 8 5 4 7 1200. 3 i 1.50 2 3.00 1 Ill:M NQ DESCRIPTION QTY. i 6.00 I FLASHING,17 X 12"X.050",5052,MILL 1 i 12.00 2 QBLOCK,CLASSIC,A360.1 CAST AL,MILL 3 HANGER BOLT,PLAIN CENTER,5/16"x 6",18-8 SS 1 I I 4 WASHER,SEALING, 5/16"ID X 3/4'OD,EPDM BONDED SS I I 5 NUT,HEX,5/16-18,UNC-2B,18-8 SS 2 6 WASHER,FLAT,19/6N'ID x 7/8"OD x I/8" EPDM 1 1.30 7 WASHER,FENDER,5/16"ID X 1"OD,18-8 SS 1 8 WASHER,SPLIT-LOCK,5/16'ID,18-8 SS 1 3.00 Quick Mount PV - I TITLE: - QMSC: CLASSIC COMPOSITION MOUNT AVAILABLE IN MILL,CLEAR ANODIZED, AND BRONZE ANODIZED FINISHES. uNLESso E w6ESPECFIEb[- -A ...- $IZE DRAWN BY RAD } REV DIMENSIONS ARE IN INCHES , TOLERANCES: A ..__.___ .. _..._._ ._. ___—.__..__ - __.__..._. I FRAci NA. c us I A DATE 7/23/2013 i 6 rrornnur ANR coNn000u:L RA5 I D DO NOI SCALE DRAWING 11WOPIACEECIMAL •IB 1 11¢PODRw.IDN f.ONI.NN®W960ewwwG6MffOlEwOPWIY OlnCc r.Wimt A wNol[wnNprtwvmal PFw.asoNOFolnce Nowrtw6rRttlmnFn. vKro I iHREEPUCE DECIMAL.125 ISCALE I d !WEIGHT 124 tSHEET IOF1 ! 5 4 _ 3 2 Lag pull-out(withdrawal)capacities(Ibs)in typical lumber: Lag Bolt Specifications Specific Gravity 5116"shaft per 3'thread depth 5116"shaft per 1-thread depth Douglas Fir,Larch .50 798 266 Douglas Fir,South .46 705 - 235 Engelmann Spruce,Lodgepole Pine(MSR 1650 f 8 higher) - .46 705 235 Hem,Fir .43 636 212 Hem,Fir(North) .46 705 235 Southern Pine .55 921 307 - Spruce,Pine,Fir .42 615 205 Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) ..50 798 266 Sources:American Wood Council,NDS 2005,Table 11.2 A,11.3.2 A Notes: - - 1)Thread must be embedded in a rafter or other structural roof member. 2)See NDS Table 11.5.1 C for required edge distances. quick Mount PV" RESPECT THE ROOF BI 7.2.3-7 Apr-2014,Rev 6 y WARNING:Quick Mount PV products are NOT designed for and should NOT be used to anchor fall protection equipment. s'gift? ''•``�./ tip' - '+'S'i��:7 wed�... �lr}^ .,��'� ",,.+ F: : - ra.. �. j etc. {• '� .�s'�'�':ie `•K: ,�' .•�`*' � � r r t x3ttl course ' 1 s i n �j` +i '`F .•'i)y.. $0� �!`s��`•s;r�a-� �7 ¢ ,�a• �t \ z,�� f�Ud COUY'SE�'�,+',�t} YivrurYf Yi'` '• .d•'S. 6- _.. `�ti m W, stcourur r3rdcoursew y '( ���" � ^P4. p��4�1'��`'�1� 'iru-i'YY� .�,i$�.5��"i&^.* � R+{�`^R may,�`"h y� • y.` �J9 '.�" I� y� +_$ - M•s � � pia °'Y� y}. ��r� 1+• r/ �y ',�. Q �3 z r r ; '� �°\,!r,ram ` 1. s .� - �' N,�-y. a•"' . �,ts" 4 ��i � .�.• .' 'h'g,$ g"G.fig;r•.•t�r �� � �. . . You are now read for the rack of our y t .�.. . # choice Follow all the directions of the Yack manufacturer as well as the �ci , •) y,t4k� — ; x x module manufacturer ! All roofing xmanufacturersxtwritten instructions rriiist`also;be followed by anyone.modifymgfa;roof system T `a Rr Pleaseconsulttheroofmanufacturer's' z ; specs'b-and zYmstructionsV pnorT`to touching the roof • • /1 IRONRIDGE Roof Mount System ;c Built for solar's toughest roofs. �$ IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced(lashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Software x Certified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof.- materials in minutes. Integrated Grounding 20 Year Warranty ® ' UL 2703 system eliminates separate :: Twice the protection offered by •module grounding components. - competitors. -n ..•. - d XR Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices Q - -- z•a., ail '�} 777, 7. - A low-profile mounting rail The ultimate residential. A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability 8'spanning capability 12'spanning capability Self-tapping screws • Moderate load capability Heavy load capability Extreme load capability Varying versions for rails • Clear anodized finish Clear&black anod.finish Clear anodized finish Grounding Straps offered F Attachments FlashFoot Slotted L-Feet Standoffs Tilt Legs Anchor,flash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle,up to 45 degrees. • Ships with all hardware High-friction serrated face Works with vent flashing • Attaches directly to rail • IBC&IRC compliant Heavy-duty profile shape Ships pre-assembled • 'Ships with all hardware • Certified with XR Rails Clear&black anod.finish Lengths from 3"to 9" Fixed and adjustable Clamps & Grounding End Clamps Grounding Mid Clamps Q T Bolt Grounding Lugs Q Accessories • �� Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish&black anod. Parallel bonding T-bolt Easy top-slot mounting Snap-in Wire Clips • Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps • Optional Under Clamps Mill&black stainless Swivels in any direction UV-protected polymer Free Resources Design Assistant ♦.4 NABCEP Certified Training l Go from rough layout to fully v „ v Earn free continuing education credits, engineered system.For free. A Ah, while learning more about our systems. Go to IronRidge.com/rm Q Go to IronRidge.com/training /'r IRONRIDGE Integrated Grounding System Simplified Grounding For Greater Safety & Lower Cost 1 .- Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame,then connecting --- _ these to a copper conductor that runs throughout the array.This process adds time and cost to the installation, and often results in improper grounding, creating significant long-term safety risks. The IronRidge Integrated Grounding.System solves these = challenges by bonding modules directly to the mounting - rails.This approach eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing - greater safety for system owners. Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and the mounting rail to form secure electrical bonds, which are repeated throughout the array. WOWS MEW � d 3 Grounding Strap z n Grounding Straps are used to ,•- ;t bond rail-to-rail connections. Grounding Lug �- They are only required on the. + rail with the grounding lu A single Grounding Lug u 9 9 9• connects an entire row of PV modules to the grounding conductor. + -�M1�+,..r r �,� +a�J ?s�.g;t`�.a. � ..3 �-'+'7•—d•.�=_E�,�" _ x �y,. ;µma j'+�-c +Y",�_- -� �y �., .� .4 r4 � ^ Cam- Installation Overview Y Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type. C . •Attach L-Feet to flashing or standoff. Prepare Rail Connections • Insert splice into first rail,then secure with Grounding Strap and self-drilling screw. •Slide second rail over splice,then secure with opposite end of Grounding Strap and self-drilling screw. \ ) rM Mount&Ground Rails \ _ •Attach rails to L-Feet and level rails. • Install one Grounding Lug per row of modules. Connect Grounding.Lug to grounding conductor. Install Modules&Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. SG • Finish row with a second-pair of End Clamps. '=> Testing & Certification The IronRidge Integrated Grounding l e1 Module Frame Compatibility System has been tested and certified to Dimension Range UL 2703 by Intertek Group plc. A 31.Omm-51.Omm UL 2703 is a proposed UL standard AB 5.08mm (minimum) for evaluating solar module mounting Any module frames whose parameters are not listed in the and clamping devices. It ensures these provided table have not been tested for compatibility. devices will maintain strong electrical and - mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and environments. 72-cell solar module frames with box construction and a range of anodization thicknesses. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are compatible with the standard, including temperature and IronRidge Integrated Grounding System. humidity cycling,electrical and mechanical load testing, and manufacturing quality O Go to ironridge.com/ig reviews. 3 e 77 `7 1 C, CUS Product Datasheet ENERGY LOCUS LG9 120 10098891 t 91 The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. These components work in conjunction to remotely monitor the performance of residential solar energy installation regardless of panel or inverter type.The LGate 120 is a one-piece completely under glass meter which installs easily using a standard socket base.Performance data is uploaded.in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics'for asset managers. DATA COLLECTION AC energy data is collected by the meter and passed to the communications module.Additional system performance data can be collected directly from meteorological sensors and supported inverters via RS-485,or Zigbee connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SolarNOC platforms. NETWORK CONNECTIVITY The communications gateway inside the LGate 12.0 supports plug and play connectivity through a cellular or Ethernet network connection.Once the unit is installed and powered on,it will immediately begin transmitting data without any configuration.For maximum reliability,the communications gateway will automatically route uploads between the wireless and wired connections if either of the networks are unavailable. FEATURES • ANSI C12.20 power meter Easy,low cost installation RS-485 and Zigbee inputs •. Doesn't require entrance into the building • GSM cellular or Ethernet connectivity Plug and play activation • Over the air firmware updates LCD display DIAGRAM—TYPICAL CONFIGURATION Shielded CATS INTERNET ®MM=MM _ ®�� `tail g,1 - ®SM MM �MM®®� so:: � ELECTRICAL ®�� ®� SERVICE INVERTER(S) LGATE 120 PV ARRAY DIMENSIONS L SOCKET METER f LOCUS ENERGY METER BASE COMM MODULE .METER MODULE 6.95 in I o n. I 6.31in to 5.46 in t 6.00 in —. 7.30 in SPECIFICATIONS r Processor ARM9 embedded CPU Accuracy ANSI 12.20(Class 0.2%) - OS Custom version of Linux 2.6.OTA firmware updates Voltage Inputs 120-480 VAC Memory 128 MB RAM Max.Current Input 200 A Display LCD screen Service.Type - Single phase.60 Hz Socket Type 2S RS485 2 wire and 4 wire • ' Modbus ANSI 12.20 class 0.2% Zigbee FCC Part 15B _ - PTCRB COMMUNICATIONS AT&T Carrier Compliance - LAN RJ4510/100 Ethernet,full half duplex,auto polarity Cellular 3G GSM - Networking DHCP or static Enclosure . NEMA 3R Type Weight 8 oz ` Dimensions 6.95"x 6.5"x 7.3". Environment -20 to 60C,all-weather Warranty 5 year limited warranty �F1HE Tp,_ f : . The Town Barnstable o 94, 16 9 `m�' Department of Health Safety and Environmental Services 10rEOMA't°i 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Peter DiMatteo Fax: 508-790-6230 Building Commissioner September 12, 2001 Gary Benson 7 Tern Lane Centerville, MA 02632 RE: Illegal Apartment Map: 192 Parce1:034 Dear Property Owner: We are sorry you have chosen not to cooperate with this office in restoring your home to a single family dwelling. Since you do not want to comply to the Zoning Board of Appeals, we are forced to seek a complaint in District Court. Sincerely, Gloria M. Urenas Zoning Enforcement Officer GMU:er q/010912B ���� � � � � r �t lti Town of Barnstable °^ Regulatory Services r r a`i MAW.i a Thomas F.Geiler,Director `bArE039.tA Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 26,2001 Gary Benson 7 Tern Lane Centerville,MA 02632 Re: 7 Tern Lane(Map 192 Parcel 034) Mr.Hamelin: A review of our records,including the permitting history of 7 Tern Lane as well as the Zoning Board of Appeals records indicates that the use of that address as anything other than a single-family home is illegal. You are hereby ordered to discontinue the use of the above referenced property as it is now being used and restore it to a single-family home. You are to accomplish this work and notify this office to inspect within 14 days of your receipt of this letter. A building permit must be applied for to redesign the layout to accommodate the conversion. You must do this before you make any changes. You have the right to appeal this decision. If you so choose,we will be more than happy to help you. If we do not hear from you within the 14 days,we will be forced to seek criminal action against you. Very truly yours, Gloria M.Urenas Zoning Enforcement Officer /km q-forms-g980218a C317 oFtHE i ♦ Town of Barnstable * MMSfABLE. '"AS& iez� Office of Community and Economic Development �b ,0 �ED"AO�A 367 Main Street, Hyannis, MA 02601 Office: 862-4683 Fax: 862-4782 AFFORDABLE ACCESSORY HOUSING REFERRAL FORM REFERRAL DATE: 09/05/01 CASE: Gary Benson 7 Tern Lane, Centerville, MA Map 192 Parcel 034 REFERRED TO: Gloria Urenas, Zoning Enforcement Officer DESCRIPTION: The property owner, Gary Benson was referred to the Affordable Accessory Housing Program (Amnesty) from the Building Department in May 2001. Mr. Benson was cited by the Building Department in April as being in violation of zoning by using the property for purposes other than single-family use. Staff presented the Amnesty Program to Mr. Benson a few months ago. Mr. Benson asked for the Town to be patient, as one of his two tenants recently died of cancer. Today, Mr. Benson called to say he decided not to participate in the Amnesty Program, and that he understands he must convert the unit back to its original family use. Staff instructed Mr. Benson to contact the Building Department and make them aware of his decision to maintain the unit for family use. The file on this case is being referred back to the Building Department, as the applicant no longer expresses interest to move forward in obtaining a Comprehensive Permit in order to participate in the Affordable Accessory Housing Program. ILI (PHONE CALL) FOR OAT TIME YdaV C I� -- 40, � Pi10NE0 � �J// RETURNED^: PHONE /(Q fO1JR CALL, AREA CODE NUMBER tXTENBION PLEASE CALLi MESSAGE WILL CALL GC--- AGAIN CAME TO s :SEE YOU ' WANT5 TO; SEE YOU SIGNED �niversa1._ 48003 �_ 1 - ----r---1 V i , � .�-i � ' 1 � 1 �� t ' i 1 /I � � � ' 1 � 1 j � � � � � � 1 � � � fi � � j , . � � i � � 9 1 �. - � i 1 i ' �- �' ' , f � r i � r ;� � i �� � i I � � M LL R � I � f � �. 1 M- F i 1 { [ � ' r 1,� f 1 l 4 1 1 � 1 � f { . ., i y 'S 1 f i � Property Location: 7 TERN LN CENTERVILLE MAP ID: 192/034/ Vision ID: 13583 Other ID: Bldg#: 1 Card 1 of 1 Print Date:05/23/2001 i '� x= ,_ -.a i � . -. � ' �� �. � .. .OPO, . , .UT�I�fiIES=•ST'RT•/R®AD L�OCA:TxO �3 x�CU 1VTASS�,SS E � � �; _ar ,�., C�7»RRENT_Q.WNER, »i, _.�„ .,.: �'._.�= -_. ,.,-. �...._ _...._ ..,�..._.s_»� _� ��».. �.�. i� ��,�„ �,!R,��'. .t�_NT ,� �_� •�e ENSON,GARY&JANET M 1 evel 2 ublic Wate:1 aved Description Code Appraised Value Assessed Value Gas ES LAND 1010 36,100 36,100 80l TERN LANE ESIDNTL 1010 128,500 128,500 eptic ENTERVILLE,MA 02632 ESIDNTL 1010 900 900 Barnstable 2001,MA ��f ` UPP EIK NTA �b TA H ccount# 116555 Plan Ref. Tax Dist. 300 Land Ct# er.Prop. #SR Life Estate VISION DL 1 LOT C Notes: DL 2 GIS ID: Totall 165,500 165,500 16 �= 14A u„v/ _ ENSON,GARY&JANET M 10636/071 03/04/1997 U I 1 lA Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code I Assessed Value EBEDEVTTCH,JANET M 7980/182 04/15/1992 U 1 1 A 2000 1010 35,900 999 1010 35,900 998 1010 35,900 EBEDEVITCH,PAUL S& 3802/297 07/15/1983 Q 71,000 2000 1010 101,400 999 1010 101,400 998 1010 102,300 2000 1010 400 999 1010 400 998 1010 400 Total: 137,700 Total: 137,700 Total: 138,600 . EXEM$TIOS 07__EIt,ASS`ESSMEIVTS, ,,.....7 This signature acknowledges a visit by a Data Collector or Assessor Year TvpelDescription Amount Code Description Number Amount Comm.Int. APR�4ISEDYAUE SUMMARYTMM Appraised Bldg.Value(Card) 116,800 Appraised XF(B)Value(Bldg) 11,700 Appraised OB(L)Value(Bldg) 900 Total Appraised Land Value(Bldg) 36'100 Special Land Value ENTRY REFUSED-83 Total Appraised Card Value 165,500 Total Appraised Parcel Value 165,500 Valuation Method: Cost/Market Valuation �eet Total Appraised Parcel Value 165,500 -5 MNWE � unx� ,� Permit ID Issue Date Tvpe Description Amount Insp.Date I %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 11/27/2000 PT 00 eas/Listed \. ... .�:: D LxNE., �9ZUATION.SBGTION B# Use Code Description Zone D[Frontage Depth Units I Unit Price I.Factor S.I. C.Factor Nbad. Ad. Notes-Ad IS ecial Pricin Ad'. Unit Price Land Value 1 1010 Single Fam RDl 3 0.43 AC 167,000.00 1.00 5 1.00 42AC 0.50 PCL(.43,U10)Notes:10 1BLD 83,953.50 36,100 Total Card Land Unitsl 0.431 AC Parcel Total Land Area: 0.43 AC Total Land Valu 36,100 Property Location: 7 TERN LN CENTERVILLE MAP ID: 192/034/// Vision ID:13583 Other ID: Bldg#: 1 Card I of 1 Print Date: 05/23/2001 MW Element Cd. Ch. Description Commercial Data Elements tyle/Type 1 anch Element Cd. Ch. Description S 0 Model 1 esidential Heat&AC 30 24 Grade 0C verage Grade Frame Type Baths/Plumbing Stories 1 1 Story ccupancy 00 Ceiling/Wall Rooms/Prtns Exterior Wall 1 14 Wood Shingle %Common Wall 26 2 Wall Height WDK Roof Structure 3 Gable/Hip 3C30 Roof Cover 3 Asph/F GIs/Cmp M", Interior Wall 1 )5 Drywall Element Code Description actor BAS 2 Interior Floor 1 12 ardwood Complex 46 BMT 8 2 14 Carpet Floor Ad Unit Locaj tion 16 4� eating Fuel 2 it 20 Heating Type 5 of Water Number of Units - AC Type I one Number of Levels %Ownership Bedrooms 04 4 Bedrooms ........... Bathrooms 2 2 Bathrooms 20 2 Full nadj.Base Rate 0.00 10 40 rotal Rooms 7 7 Rooms Size Adj.Factor 1.00534 50 Grade(Q)Index 1.01 Bath Type Nbhd Adjustment 60.92 WDK Kitchen Style dj.Base Rate 131,222 9 Bldg.Value New 1970 50 Year Built (A)1984 Eff.Year Built 16 Nrml Physcl Dep 0 Funcnl Obsinc 0 " con Obslnc da pecl.Cond.Code 5 Code D wrintinn Percentape Spec]Cond% 89 1010 Single Fam 100 Overall%Cond. 116,800 Deprec.Bldg Value rg vs, Code Description LIB Units Unit Price Yr. Dp Rt %Cnd I Apr. Value BRR Bsmt Rec Room B 1,380 5.00 1984 1 100 5,800 FPL1 Fireplace 1Sty B 1 3,000.00 1984 1 100 2,500 BGAR Bsmt Garage B 1 4,000.00 1984 1 100 3,400 SHED Shed L 120 8.00 1990 1 100 900 Pl h V Code Description LivingArea Gross Area Eff.Area Unit Cost Undeprec. Value BAS First Floor 1,700 1,700 1,700 60.92 103,564 BMT Basement Area 0 1,700 340 12.18 20,713 WDK Wood Deck 0 1,138 114 6.10 6,945 T11. Gross LivlLease Area 1,7001 4,5Y8- 2,1541 Bldg Val: 1 —1-3172-2-2] COMO o.. ; : . A.M. FOR _ I f7t-IG'`- DATE TIME P.M. M S PFft�NEt'� OFLA-we n U PHONE YOR CALL AREA CODE NUMBER EXTENSION PLEASE ' MESSAGE e W##i.C1�LL c,�� _ # . Sinh . . .� 5I E YOU LLS—IGNED �niversal aeooa i 4� 4 n 4 W 7O 7 THE TOWN OF BARNSTABLE EARNST'ABLE, OA"G&'6 86 juj 39-Ar. BUILDING INSPECTOR APPLICATIONFOR PERMIT TO .............................s................................................................................ TYPEOF CONSTRUCTION ..................................................................................................................................... ................................................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies, for a permit according to the following information: .4 o7-, (e, Location .......�5..ff 6 ............................I................... ProposedUse ........ .........................................................................................................................I.................... Zoning District ........................................................................Fire District ..... Name of Owner .49�p'n-�TA ff VS../<..'.......Address ................ Nameof Builder .........................................:..........................Address ........e............................................................................ Nameof Architect ..................................................................Address ......................................................... Number of Rooms ..... 7..................................................Foundation ... e.. ...... ........ .... .... Exterior ... Al.............................Roofing ........ .......................... 4r,47 Floors .........Hff.K.p.....W,60P... ..................................Interior .....P.9/JV,.w..... ........................... 07- e I�2 Heating ....k........... .........................................Plumbing ....... Fireplace ......... ........................................ ....................Approximat- Cost .... .... ® . ..... Difinitive Plan Approved by Planning Board --------------------------------19--------- Diagram of Lot and Building with Dimensions f6 . 6 1)0 ' 6 IAPIPL�Y' cp-VP - , A SAN 1-f ARY R0\1 \P TER SU ­"� I AG AND_ DRAINAGE IS VAF-RE N Of Of 'BARNS-f ABLE, TO IN - IAF BOARD Cal I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Ak6j -iJ dVA Name .. p.l.w.....o...&.....A.... ................ Tomins y, Josepi (8/28/69) T)EC 31 1970 , No ...124.59... Permit for ......QnP...StQ.ry......... sa,raglQ:.. ama.��..dWel ..................... Location ...hex:1..T� xi�..$c..ShQA ..��,y�ng..Hill Road. .................. .................................... Owner .....Robert..Aa..Ruaka............................ Type of Construction ..............frame................. Plot ............................ Lot ............. i Permit Granted ...,,,...June..... ................19 69 C Date of Inspection r , Date Completed .. d�.a' ..�....:..19 t PERMIT REFUSED - ................................................................ 19 i r ....................................................................... ....... ................................................... ........................ ............................................................................... ............................................................................... f Approved ................................................ 19 .. 0 � � Town of Barnstable Approved{f 0 Regulatory Services Fee -as 100 Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Home Occupation Registration Date: 2 i�3 Name: (//����y AXIS(JA) Phone#: J"DP -7-1 -'6/ ?- Address: �� �z% Village: 0,0' . ,164 4 Name of Business: A;7716 L � AwM411A,« yL Lo Type of Business: j,t"A f e'c- Map/Lot: Zoning District Zoning Districts RF and RC-1 require Special Permit from Zoning Board of Appeals. INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity, and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have ad and agree with the above restrictions for my home occupation I am registering. Applicant: Date: 2-313 Homeoc.doc i TO ALL NEW BUSINESS OWNERS 4 DATE: Fill in please: APPLICANT'S YOUR NAME: BUSINESS u �.. YOUR HOME ADDRESS: 7 ,Qit✓d,��t� TELEPHONE �`/ ' "' -" Telephone Number (Home -5 / - NAME OF NEW BUSINESS SfpC✓ff-nT Aj-1't2h TYPE OF B U S I N E S S_,j1g6 SC E IS THIS A HOME OCCUPATION? YES L2_ NO�_ Have you been given approval from the building division? YES(—_ NO ADDRESS OF BUSINESS MAPIPARCEL NUMBER_ When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may.need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor - Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you., have ',lie required permits and lice,ses.. GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COSer/info ION R'S OFF This individual has ed rnit r quirements that pertain to this type of business. ri igna ur COMMENTS: 7U 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** . COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informer of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Business certificates (cost $20.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - It does not give you permission to operate - you must get that throu-`i completion of the processes from the various departments involved. **SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY.