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0016 WESTWIND CIRCLE
/l ��,.� ����� � �� f r i N V e i i a a 1 i r i 4 k 1 r ..►�trw� �_ { i ,� II 1 a i ;� Q � �i/ �i { D�� EeyCE-471" rAWT MAY 4 AS ,ter.c1a�A r90 / FIP"4"S�/+�41YlV GAY TNT FEoE/�i/rLFLGIQ�D•/A♦it4�lL//lTi1A�iC�E' I�ifT,f I Ir4�19 r/IW ,ZQT1MgN '<<� �4t'�'�'!� � �►r.�• �7 l� .'O+r, r• + . RAYAQNP, l� T4E , Af0TE: MWM ARROW N0T•T0 4rE=P FGiR � s, �' ,.:.., UN ZO'�) t �A C WEST •r •:`r . • y' .+.ti •`'j1tt Tr i•f .. - +'. i• �i1 rS a�'! '4 .r t �,'! •. t( y . r< Y•rty, ai r y.!.�� . 'r � - -�,/ , ! r ) .j �r � �:t, •�♦' •fir '� j t + Y• •y',(' �� '. �t ., +, \y f <•>; !••rs 1.�; T i. �_.a;:. S.� J. t,,•J, ,• t'1ti1 l•" � ✓ 4 .t;' � •, ,r •' r ti r.'ir t' ��t '., Fr i 'T1; 4 , ,r { • � .'. i �. ("fir t� ... O +r. l// U© � Sri �'r, Yt .�t �:•� r ,,{"' ,tn +' {n�• I�rt'', �>.. "p [ , S r r` 7 ,•,M„ 'lh�,tYi! ^errs. \+ (• /�� 7t.A ll" A; t� t '. a`�,- •,S tJ t•• r• J .. •. 4t_• • ,., A.., r t: '{ + t° .tti 4( «`pyO . ' ti'.r, ` }M 'fit r rl - • .x f` i1 lT « t rll tv •t' � y},�V F iA fir' a A?�' 'l�Tt.,�1,^A � ;Fi. r' 1t, t , rir, i r� , rya.`4 � r'• r rt• 7 r y � '� y` � �.r. :l'ti' •4 +' ,r r •r, �,y ; A.�I r si !a +�,� s: �. S" ,t or" TiMva PLOT A nor F0�Pj4TION C�4T ► t.T"..' r +GCSE OF THE QANK QtiGLY. U/YOEA' Alp �7.� V 1���- m 7wo C,Ii�ICIJ/dt auNCES Ate' 4FFscm m� �, • . l/iSErP�dR FiEN�+E+�.�;;MG�I�►�i �i��9. � • . ��>• •.�, � • : , ..•.,;,. , • N P `T p EA r W i�l �� 808E 9 A�G�a��i'lG1 , r; :•y',ir` R Rr ? .EAST Fi1rt,��llGi MV AM. 0.2&%. • r oAp'r to . E. _ YMOND �� ���l�yf� , /Oyt,`'y:' ••+, .,h.$':: .k �'P.,lTt• h '{ f• .,f �� ,LA .,.. Z �S/.t t. .F,- •., 4� 1. f r y o• TOWN OF BARNSTABLE Permit No. ---------- -- . = Building Inspector cash -------____-- _ _ X OCCUPANCY PERMIT Bond Issued to Theo Construction Co. Address Lot 10, 16,West Wind Circle, Osterville Wiring Inspector �d/�� , , r Inspection date � � V - Plumbing Inspector. / Inspection date Gas Inspector + / 4 Inspection date Jr D G P, 5- )Engineering Department ��� ,, � / > Inspection date Board of Health l Inspection date // o 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. . c.27, 1s_ � ......-�`'...... :�.. ........._......._.._..........�...__ Building Inspector ., � - . �+1,:;•,;; t..:�.t��,a!' ^'i•�i, "`� i_ ..ti:.�s �Al.y^'l, t"`n.a.• }ir• i .. _"i 1�(i - > �.. r. ,. .. i TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 sesaar : TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been'issued for the building.authorized,by BuildingPermit #............ ° ..............._.............................................................................................._....................................... issued to ... .. . .L ..:............................................................................................... _.. _.... Please release the performance bond. f Assessor's map and lot number .....Z�1=.... Sewbbe 'Permit number .:.47.............?.,4..... DAWS'TABLE, MAM House number ....................... /6..... 039. TOWN OF BARNSTABLE BUILDING 11SPECTOR APPLICATION FOR PERMIT TO ...................... ............................................................................... TYPE OF CONSTRUCTION ...............r/iJ..q.1)......6. S.S..... .......... ....... 4........19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... ........ .. ......le.... ....... ........0.... . .. ProposedUse .............. ...... ....... I N.a.............................................. ZoningDistrict .................. .... ......................................Fire District ................ ........................................................ ,Oo Name of Owner ,�.W.Aciclress ............... .... ... ................ Name of Builder .....1)9.�AO....Tllj5iO./j.561-?k/j?.6Add ress ..............T::...... ................ Nameof Architect .............r—. .........................................Address .................................................................................... Number of Rooms ....Foundation ......PLW. ...... CR T. Exierior ....... 616094?...4.jA(.6.41C,�SRoofing ...... . . . Floors ..................6-A. P. T.09F -S..............................Interior ........... ............................. ...Plumbing ...............aoi 0 Heating ........6..4&... .r n.� ...N.0 Fireplace ........................0..,AIA......................................*.Approximate. Cost ............3-3--as-a.......................... Definitive Plan Approved by Planning Board ------------------------------19 Area ....... .../7 Diagram of Lot and Building with Dimensions Fee ........ ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH Wlnlc 6- 39 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable r garding the above construction. Name . .... . ............... . ......... ... ..... ................. Construction Supervisor's License (0/p/ .................................. CONSTRUCTION CO. No ..26.8.2.7.... Permit for One..Story................ Single Family Dwelling ............................................................................... Location Lot 10, 16 West Wind Circle ................................................................ Osterville ............................................................................... Owner ..Theo...Con.s.tructi.on-CP.................... ........ ...... . ............ .... .. ... Type of Construction ..Frar .re........ .................... ....... ... ................................................................................ Plot .............................. Lot ................................ Permit August 9, 84 - Granted ........................................19 Date tof, Inspection ....................................19 Date ComplIed ...........19 a 06 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel O VO� Application* Health Division BUILDING DE PT. Date Issued Conservation Division Application Fee Planning Dept. Permit;Fee 11 �' I• Date Definitive Plan Approved by Planning Board TOWN OF BARNSTABLE Historic - OKH _ Preservation/ Hyannis IA f i Project Street Address w�SINIYX� Ci r Gi e Village n5AQf\A(f /^� Owner Eliplr ul LeIRanc Address t�Q1�.9Q \u dnrao �Stgry(o,�mop6s5 Telephone 56 "(Oa q Permit Request aUdion (S 0 LG Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District U4a_C_) Flood Plain ( , Groundwater Overlay Project ValuatioConstruction Type c�r 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 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 I f Telephone Number Address > YI 1 - License # 0 Pq D.` fmiSg-1 CV�M �a Home Improvement Contractor# ' S5 Email `440&S&ar-ri�s", a r\k t Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �Jcmyt vLS�R r �Cc SIGNATUR DATE I�(� 4 Y FOR OFFICIAL USE ONLY `? APPLICATION # r ; DATE ISSUED 4 MAP/ PARCEL NO. r _ c ADDRESS VILLAGE 4 9 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. ,F 1 Solar 2 i s i n g Property Owner Consent Form Owner: MA4%e-1 Address: j 6 IS1 u C i Je- Town: (�4's' ► Nv State: Zip: 026SS Phone: 77`/' I hereby give permission to Solar Rising Ile. and their representatives to pull the required permits for a solar installation on my property. 201 ro erty Owner Date U Solar Ri ing date o4 Tom Petersen Architects Planners Construction Official July 22,2016 Building Department for project at: 16 Westwind Circle Osterville. MA 02655 Re: Solar Panel Installation Leblanc Residence 16 Westwind Circle Osterville, MA 02655 Dear Sirs. I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 81h Edition Residential Code(2009 International Residential Code with Massachusetts Amendments) 2001 Wood Frame Construction Manual Design roof load: 35 psf live load, 10 psf dead load,45 psf total load Design wind load: 110 mph,35 psf; Exposure Category `B' My findings are as follows. I. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x8 roof rafters @ 16"o.c.,with 2x6 collar ties,and 2x 10 ridge,span=+/- 13'-1")is sufficient to bear this additional load. I 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system;roof connections and connection spacing are rated for 1 10 mph. This project requires the larger Solar Mount 1-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c. maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 5/16"diameter x 4"long lag bolts. I therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! BRED AR C n erely yours; 0 V' f. PC a: c No.31621 Z Tom Petersen ;moo HON�`L' �y i Cc: Neal Holmgren, Solar Rising LLC gtTH OF 18P9�P` 6 Country Lane•Howell,New Jersey 0773.1 •Telephone 732-730-1763,Fax 732-730-1793 Species Spruce-pne-Fw v Size he •� Grade No.2 ItemberT)pe ,Rafters(Snow Load) " �_� Deflection Limh �]� Are U190 � Spacing(in) l6 Wet service conditions" Exterior Exposure, _ Ltnsed-lvnbet—! --� V x oar e �� Every 32" 3S Snon tAaa(pit) Z Dead Load(pit) 10 Calculate Mextmum Horizontal Span Go to Span Oletwns Ca"ator for Wood Jests A Rafters The v imimutn Horizontal Span is: 14 ft. 3 in. 2x10 witli a minimum bearing length of 0.67 in. required at each end of the member. `Properly Value Specw SpocrAoe•Fa `Grade NO 2L7 jstze 2:18 Ihtodulus of Elasucin°rEtl 400000 pb �� E0 AR ,9raaufE strenStl,(Fey 13U d2 pee � �� �O. 5��� F• PE cy�� Bean Strength(Fc 425 pu O� J �(2� QS �F'p'C'V oSlKL Strength(Fe) -155 25 psi - _ - _ �O� O to c, No.31621 Z to HOWELL, y ao NJ g4TH OF 0P5yP4 Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans Solar 508-744-6284 16 Westwi nd Circle Revision: 7/21/16 759 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren Grid Tied Photovoltaic System DC Rating 10.26kW Michael Leblanc 16 Westwind Circle Osterville MA 02655 Site Details: All Work To be in Compliance with: Solar Rising shall install a 10.26 kW grid-tied 2014 National Electrical Code (NEC) Photovoltaic system comprised of(36) LG 285 N1C-A3 2009 International Residentail Code (IRC) Modules with (36) Enphase Energy S250-60-2LL Micro- 2009 International Building Code (IBC) Inverters. The Modules will be flush mounted to the Asphalt 2012 International Fire Code (IFC) 1 roof. MA 780 CMR 8"' Edition ASCE/ANSI 7-05 Minimum Design Loads for Buildings and other Structures. Equipment Specifications: Modules: (36) LG Solar 285N1C-A3 Inverters: (36) Enphase Energy S250-60-2LL Racking: Unirac Solar Mount Attachments: EcoFasten Flashing with 4" Stainless Steel Lag Bolts i Roof Specifications: Roof Structure Asphalt 2X8 Rafters 16" O/C Pitch: 300 Azimuth: 1500 Site Specifications: Occupancy: 11 Design Wind Speed: 110 MPH Mean Roof Height: 10ft _ Ground Snow Load: 35 PSF Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans Solar 508-744-6284 16 Westwi nd Circle Revision: 7/21/16 7 S f r g 59 Falmouth Rd Unit 8 Scale: None fiF Mashpee, Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren I -Quantity of attachments 68@ 48O.C.0 -Maximum UniRac Rail span = 48"O.C. -Maximum Allowable Cantilever = 16" -Racking and Attachment: UniRac Solar Mount with -lag screw, Hex Head, 18-8 SS 5/16" x 4" Length -Array Installed According to the UniRac Solar Mount Code-Compliant Installation Manual. Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plan Solar F�) 508-744-6284 Revision: 7/21/16 759 Falmouth Rd Unit 8 16 Westwind Circle Scale: None �` S i Mashpee, Ma 02649 Osterville MA 02655 Drawn By: Neal Holmgren Specie' Spruce Pine-Fir v Size 2x8 r Grade Member Tjpe Rafters(Snow Load) v I DeIIectLon Limit; IJ180 L� ' Spacing(in); 16 Vet service conditions? Exterior Exposure __ Incised lumber? a X oar I le$ j _. ; "° Every 32" Snow Load(psf) 35- 2�' Dead-.Load. (psf). 10 _ . - Calculate Maximum Horizontal Span I Go to Span Options calculator for Wood Joists&Rafters l I The Maximum Horizontal Span is: 14 ft. 3 in. 2x 10 with a minimum bearing length of 0.67 in. required at each end of the member. Property Ivalue Species Spam Pine Fir Size h4odutus of Elasticity(E) 140W psi Bonding Strength(Fb) i3ss_a2 psi Bearing Strength(Fcp) 425 psi _ Shear Strength(Fc)- 55 125 psi— i i Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans S101ar�)Mashpee, 508-744-6284 16 Westwi n d Circle Revision: 7/21/16 s � 759 Falmouth Rd Unit 8 Scale: None j Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren j 1 sw GreenFasten'GFt-ProductGuide Cut Sheets:GF1-1 �s Af e i !! F I SECTION A-A i ! C en�ssna�w�mmdmaes�conaxm�.weEMcroFsamasoeru�enaueaaudamm.WanyameKaimm3 x� i Solar Modules to be flush mounted to existing roof structure and set above shingles 4" Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans 08-744-6284 16 Westwind Circle Revision: 7/21/16 Solar 59 Falmouth Rd Unit 8 Scale: None l2 ' s ' r-7 9 Mashpee, Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren Grid Tied Photovoltaic System DC Rating 10.26kW Michael Leblanc 16 Westwind Circle Osterville MA 02655 Site Details: All Work To be in Compliance with: _ Solar Rising shall install a 10.26 kW grid-tied 2014 National Electrical Code (NEC) Photovoltaic system comprised of(36) LG 285 N1C-A3 2009 International Residentail Code (IRC) Modules with (36) Enphase Energy S250-60-2LL Micro- 2009 International Building Code (IBC) Inverters. The Modules will be flush mounted to the Asphalt 2012 International Fire Code (IFC) i roof. MA 780 CMR 8'" Edition ASCE/ANSI 7-05 Minimum Design Loads for Buildings and other Structures. Equipment Specifications: Modules: (36) LG Solar 285N1C-A3 Inverters: (36) Enphase Energy S250-60-2LL I Racking: Unirac Solar Mount i Attachments: EcoFasten Flashing with 4" Stainless I Steel Lag Bolts Roof Specifications: Roof Structure i Asphalt 2X8 Rafters 16" O/C Pitch: 300 Azimuth: 1500 i Site Specifications: Occupancy: 11 Design Wind Speed: 110 MPH I Mean Roof Height: 10ft Ground Snow Load: 35 PSF I Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans Sola)Mashpee, 508-744-6284 16 Westwind Circle Revision: 7/21/16 759 Falmouth Rd Unit 8 Scale: None Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren i •Quantity of attachments = 68@ 48" O.C. •Maximum UniRac Rail span = 48"O.C. { •Maximum Allowable Cantilever = 16" •Racking and Attachment: UniRac Solar Mount with •lag screw, Hex Head, 18-8 SS 5/16" x 4" Length •Array Installed According to the UniRac Solar Mount Code-Compliant Installation Manual. Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plan Solar508-744-6284 Revision: 7/21/16 759 Falmouth Rd Unit 8 16 Westwind Circle Scale: None 2 i s i 9 Mashpee, Ma 02649 Osterville MA 02655 Drawn By: Neal Holmgren Species Spruce Pine Fir - _. v J Size 2x8- Grade No.2 Member'hpe` Rafters(Snow Load) v "- 1 f f Deflection Limit U180 1 - Net service conditions? � 1 Exterior Exposure No If Incised lumber? x oar Ties No - -- Every 32' Snow Load(psQ` 35 Dead Load(psf)lljq �~Calcutate Maximum Horizontal Span'�"��l r Go to Span options Cakuiato,for Wood Joists&Rafters The Maximum Horizontal Span is: 14 ft. 3 in. WO with a minimum bearing length of 0.67 in. required at each end of the member. Proper* Value Species - _-_Spruce-Pino•Fir � Grade -- Size- -- - --___- �c8 1\4odutus of Elasticity(E) 11400000psi Bending Strength(Fb) 1388.62 psi Bearing Strength(F� 425 psi She.Strength(Fc) - 155.25 psi Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans Solar 508-744-6284 16 Westwind Circle Revision: 7/21/16 s � 9 759 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren J �t GreenFasten-GH-Product Guide QtSheets.GFIA i e ft 1' i -------___- low A� _ f A ' I SECTION A-A -ft enasv3smcam+Ircdro the swwldwe %aWeLmWaE FxmSaWAi pMaeaudemoMdC/Ja*nr,� lonms it i Solar Modules to be flush mounted to existing roof structure and set above shingles 4" Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans Solar 08-744-6284 16 Westwind Circle Revision: 7/21/16 59 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Osterville, MA 02655 Drawn By: Neal Holmgren The Commonwealth of Massachusetts Department of Industrial Accidents s I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. ARDlicant Information Please Print Le ibl Name (Business/Organization/Individual): u -( 1� a` ff-d Address: q r�Mo�A�) I ((A- S�G City/State/Zip: vs Q4DO 0 a(`1"I Phone#: J�'0 ( I y`� G1 b Are you an employer?Check �tjhel ppropriate box: Type of project(required): 1 I am a employer with "\ employees(full and/or part-time).* ' 7. New construction 2. I am a sole proprietor or partnership and have no employees working for me in $, Remodeling any capacity.[No workers'comp.insurance required,] 9. ❑Demolition 3.Q I am a homeowner doing all work myself[No workers'comp,insurance required.]t 10 0 Building addition 4.n lam a homeowner and will be hiring contractors to conduct all work on my property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.17 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.t 13.❑Roof repairs 6.M we are a corporation and its officers have exercised their right of exemption per MGL C. 14.fflKther 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 1---� Insurance Company Name: VAa" J Policy#or Self-ins.Lic•#: U8 ` 56 SO —IS Expiration Date: Job Site Address: 1'UIW N& City/State/Zip: Av�,(((00 bJS 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 a 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 verification. I do hereby, ertify under the pains and penalties of perjury that the information provided above is true and correct Si atur Date: �b,;C//(, 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#: Rightfax CI-1 11/11/2015 5:02:56, AM PAGE 2/002 Fax Server ' CERTIFICATE OF LIABILITY INSURANCE [DATE(MMIDONYYY IFICATE IS ISSUED AS•A MATTER OF INFORMATION ONLY AND CONFERS NO RIGH78 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 MPORTANT:if the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsemen s. PRODUCER CONTACT NAME: PAUL PETERS AGENCY INC PHONE FAX 680 FALMOUTH ROAD (A/C,No,Ext): (A/C,No): E-MAIL MASHPEE,MA 02649 ADDRESS: 28LBR INSURER(S)AFFORDING COVERAGE NAIO# INSURED INSURERA. TRAVELERS INDEMNrrY COMPANY OFAMERICA SOLAR RISING L LC INSURER B: INSURER C: INSURER 0: PO BOX 2623 INSURER E: MASHPEE,MA 02649 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: —TAM-UTO-CMIFYTHAT THE POLICIES LIEVIE18 Of LOWHAVE IS HE NBURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN B SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PA®CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMIDDIYYYY) (MAADOIYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY CLAIMS MADE Q OCCUR. DAMAGES(RENTED $ PREMISES(Ea occurrence) ED EXP(Any one person) 3 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PROJECT❑LOC GENERAL AGGREGATE S PRODUCTS•COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE S ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS Per accident PROPERTY DAMAGE71 $ (Per eccidero) L ELLA LU1B OCCUR EACH OCCURRENCE $ SS LIAO CLAIMS-MADE AGGREGATE DEDUCTIBLE $ RETENTION$ $ A WORKER'S COMPENSATION AND WC STATUTORY OTHER EMPLOYER`S LIABILITY YIN U"8677050.15 1110212015 11/0212018 X I LIMITS ANY PROPERITORIPARTNEWEXECUITIVE OFFlCERRMEMBER EXCLUDED? ®N/A E.L,EACH ACCIDENT $ 1 Q00 000 (Madato►y In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 dyes, F SCdeaame O E.L.DISEASE-POLICY LIMIT $ 1.000 000 of DESCRIPTION O OF OPERATIONS below , DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIRESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CER7MCATS ISSUED TO'=CMMRCA M BOLDER AFFECTING WORKERS COMP COVERAGE. THE INSUREDS MA WORKERS COMPENSATION POLICY AND ITS LIMITED 079D;R STATES ENDORSEMENT AUTHORIZES THE PAYMENT OF BENEFIT'S FOR CLAIMS MADB BY THE INSUREDS MA EMPLOYEES IN STATBS OTHER THAN MA. NO AUTHORIZATION TS GIVSN TO PAY CLAIMS FOR BENBFITS IN STATES OTHER THAN MA IPTHB INSURED HIRES,OR HAS HIRED EMPLOYEES OUTSIDE OF MA.THIS POLICY DOES NOT PROVIDE COVERAGE FOR ANY STATE OfMR THAN MA, CERTIFICATE HOLDER CANCELLATION .r SHOULD ANY OF THE ABOVE DESCRIBED POU0199 BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRqENTffl VE SOLARI1 OP ID:JL ACVRE)'' DATE(MMIDOIYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/21/2016 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 endorsements. PRODUCER COT C NAME: _ Paul Peters Insurance Agency PHONE '- 680 Falmouth Rd. (A/C.No.Eall Mashpee,MA 02649- -MESS: John J.Lynch,IV — _ IN SURERts A) FFORDINGCOVERAGE NAIC0 ,INSURERA: INSURED Solar Rising LLC INSURER B:Western World 759 Falmouth Rd Unit 8 -- —"--�— '� '�-------�-----`�` - Mashpee,MA 02649 u+BuaeRc:_ INSURER -- INSURERE: INSURER F: — COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TN—SR•--- TYRE OF INSURANCE c I„ POLICYNUMBER MMIDD/1'YYV NIMI DIY Y '^ LIMITS GENERALLIABILITY + , 1 EACH OCCURRENCE S 1,000,000 B X COMMERCIAL GENERAL LABILITY i ` PREMISES( re S_ 100,000 1 CLAIMS•MAOE ®OCCUR II MEO EXP(Any one person) S 5,000 �X ISO From CG0001 y ! INPP8291808 03/09/2016 03109f2017 PERSONAL&AOV INJURY s 1,000,000 X Contractual Liab III GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS_COMPrOP AGG $ _ 1,000,000 POLICY PRO- LOG AUTOMOBILE LIABILITY COMOIN90 SINGLE LIMIT Ef a aaidem $— - __f ANY AUTO BODILY INJURY(Per person) S 1 ALL OWNED I SCHEDULED BODILY INJURY(Per aeddenl) S I—�AUTOS NO AUT-OWNED OP ER DAhiAGE $ HIRED AUTOS AUTOS I I PER A(:CIOENT) I $ UMBRELLA LIAI OCCUR EACH OCCURRENCE S F EXCESS L(AB _ CLAIMS•MAOE I AGGREGATE__ —_ ----' OED R TENTIONJS WORKERS COMPENSATION + Wp STATU• OTRH• AND EMPLOYERS'LIABILITY Y I N r'— ANY PROPRIETORIPARTNERIEXECUTIVE r----1 N 1 A i CERT ORDERED FROM THE E.L.EACH ACCIDENT 5 _ OFFICERIMEMBER EXCLUDED? (Man4alorV1nNH) 0• E.L.OISEASE•EAEMPLOYE S If yes.describe under DESCRIPTION OF OPERATIONS etow E.L.DISEASE-POLICY LIMIT $ t I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORO 101,Addlllonal Remarks Sohsdulo,N more space Is requlredl 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. I AUTHORIZED REPRESENTATIVE John J. Lynch,IV J : ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement__. ontractor Registration Registration: 175578 Type: Supplement Card SOLAR RISING LLC. � � . Expiration: 5/28/2018 NEAL HOLMGREN ' Y 1 759 FALMOUTH RD UNIT 8 MASHPEE, MA 02649 r`. Update Address and return card.Mark reason for change. sCA 1 Co 20M-0e/11 ❑ Address ❑ Renewal Employment Lost Card U/ee TDo�nirrn.xrur�r�/�o�rU�ll�isari��nJe/%; ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only 10, - a— OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: -.1 5578 Type: 10 Park Plaza-Suite 5170 Expiration:'---/28/2018 Supplement Card Boston,MA 02116 SOLAR RISING LLC. -= ' NEAL HOLMGREN 759 FALMOUTH RD UNIT 8 -- MASHPEE,MA 02649 Undersecretary Not valid without signature Massachusetts Department of Public Safety 191 Board of Building Regulations and Standards License: CS-088921 Construction Supervisor NEALF HOLMGREN 76 SPRING HILL RD, ; EAST SANDWICH MA 02637� �a ` - 1 0 1M= l^^^ Expiration: Commissioner 09/18/2017 Species i Spruce pine-Fir Size 298 - Grade Ka.2 V -,lemur T-pe ,R a s(Snaw Load)--- - - I - �----- — • T __ Deflection Limit u ,� 71 Aft18o yA '� 'y Sparing(in) 16 Win sen-tce condition" 1 Eaterlor Erposure Based lumbn' v � Saar y 3S ea(paQ�� � x opares - - - - - ,L.�� Every 32" j Dead Load(psf) 10 Calculate Plaxlmum Horizontal Sian Go to Span Optrans t:a`ctdatar for K'nod 7a--ats G Rafters The Maoximum Horizontal Span is: 14 ft. 3 in. 2x10 with o mini rium bearing length of 0.67 in. required at each end of the member. gProperty !Valve tl ;Species SFtlxetFo Grade W 2 j �Stze 2x3 Modulus of Elaramn 11 14==pn �E D ARC Bending Strength fFsi 13w 6:{u �`G Ax F. PF� Ecsrm3 StrcnWb(FF) 42S pu gyp`' cc�P c1•► ,st—Sucaath(F,) 5523Fm to rn c N0.31621 z HOWELL. y �o NJ y�F'44N OF 16P5�P4 Solar Rising LLC Project: Michael Leblanc Solar Rising Building Permit Plans Solar 508-744-6284 16 Westwi nd Circle Revision: 7/21/16 759 Falmouth Rd Unit 8 Scale: None �� ' "� Mash pee, Ma 02649 Osterville MA 02655 P Drawn By: Neal Holmgren Tom Petersen _ Architects Planners Construction Official July 22,2016 Building Department for project at: 16 Westwind Circle Osterville, MA 02655 Re: Solar Panel Installation Leblanc Residence 16 Westwind Circle Osterville, MA 02655 Dear Sirs. I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 8" Edition Residential Code(2009.International Residential Code with Massachusetts Amendments) 2001 Wood Frame Construction Manual Design roof load: 35 psf live load, 10 psf dead load,45 psf total load Design wind load: 110 mph,35 psf;Exposure Category `B' My findings are as follows. I. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x8 roof rafters @ 16"o.c.,with 2x6 collar ties,and 2x 10 ridge,span=+/- 13'-1") is sufficient to bear this additional load. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 110 mph.This project requires the larger Solar Mount 1-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c. maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 5/16"diameter x 4" long lag bolts. I therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! BRED A)4t Merely yours, Q 0 c ►_- No.31621 i Tom Petersen t HO1►JEIa.' y �O NJ ?� Cc: Neal Holmgren,Solar Rlsing.L.LC y�F'4 rpt of MP9�PG 6 Country Lane•Howell,New.lersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 (a LG . Life's Good i LG NeON'2 LG's new module,LG NeON"I 2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires I� APPROVED PRODUCT I to enhance power output and reliability.LG NeONTM 2 E 60 cell demonstrates LG's efforts to increase customer's values E CE Ncs beyond efficiency.It features enhanced warranty,durability, Intertek Nht 564673 US Ef•16/215 performance under real environment,and aesthetic ph-luk Modules design suitable for roofs. Enhanced Performance Warranty 0! High Power Output LG NeON'M 2 has an enhanced performance warranty. Compared with previous models,the LG NeON'M 2 The annual degradation has fallen from-0.7%/yr to has been designed to significantly enhance its output -0.6%/yr.Even after 25 years,the cell guarantees 2.4%p efficiency,thereby making it efficient even in limited space. more output than the previous LG NeON'M modules. Aesthetic Roof ® Outstanding Durability LG NeONTM 2 has been designed with aesthetics in mind; With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. the warranty of the LG NeON'M 2 for an additional The product may help increase the value of 2 years.Additionally,LG NeON'M 2 can endure a front a property with its modern design. load up to 6000 Pa,and a rear load up to 5400 Pa. ••• Better Performance on a Sunny Day Double-Sided Cell Structure • LG NeONTM 2 now performs better on sunny days thanks r The rear of the cell used in LG NeON'M 2 will contribute to to its improved temperature coefficiency. generation,just like the front;the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as it.future growth engine.We embarked on a solar energy source research program in 1985,supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released the first Mono XO series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,LG NeON-(previously known as Mono X®NeoN)won Interolar Award';which proved LG is the leader of innovation in the industry. LG NeON`"2 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module Type 315 W Cell Vendor LG MPP Voltage(Vmpp) 33.2 Cell Type Monocrystalline/N-type MPP Current(Impp) 9,50 Cell Dimensions 156.75 x 156.75 mm/6 inches Open Circuit Voltage(Voc) 40.6 sa of Busbar 12(Multi Wire Busbar)m Short Circuit Current(Isc) 10.02 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(310) 19.2 64.57 x 39.37 x 1.57 inch Operating Temperature(*C) -40-.90 Front Load 6000 Pa/125 psf 0 Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf 0 Maximum Series Fuse Rating(A) 20 Weight 17.0 t 0.5 kg/37.48 t 1.1 Ibs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible,IP67 •STC(Standard Test Condition)Irradiance 1000 W/m°,Module Ter perature 25°C,AM 1,5 The nameplate power output is measured and determned by LG Electroncs at its sole and absolute discretion Junction Box IP67 with 3 Bypass Diodes The typical change in module efficiency at 200 W/m'in miation to 1000 W/m'is.2.0%. Length of Cables 2 x 1000 mm/2 x 39.37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Certifications and Warranty Module Type 315 W Maximum Power(Pmax) 230 Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 30.4 IEC 62716(Ammonia Test) MPP Current(Impp) 7.58 IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37.6 ISO 9001 Short Circuit Current(Isc) 8.08 UL 1703 NOC T(Nominal Operatng Cell Temperature)Irradiance 800 Man',ambient temperature 20°C wnd speed 1 m/s Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 12 years Output Warranty of Pmax Linearwarranty* `1)1 st year 98%2)After 2nd year.0.6*annual degradation,3)83.6%for 25 years Temperature Characteristics NOCT 46 t 3 eC Pmpp -0.38%/*C o.caxi ma I wlearl 'o`vazJ e�.m°rem. s�.r•a.n.e. Voc -0.28 9'o/eC Isc 0.03%/*C Characteristic Curves fi loom aarm+l goo 0 w.1 6,00 600W mri •ro°nugmWlq qpp 40JW 203W P P vnk.,rvt gC 000 500 10.00 1500 2000. 2500 30.00 35M 4000 4500 �Esi �s ........................... e e �a 100 �a to ..............................................------------ ............................................................. ............. �»x 10 119.........................................................._................_....................... 3 1111111111111 A111111111111111111 e ` 20 .............................................................................. G e R o 1 t.maRar�r.lxt 40 .25 0 25 so 15 92 *The distance bemeerl the center of the mourning/grounding holes. LG North America Solar Business Team Product specifications are subject to change without notice. a LG Electronics USA Inc DS-N2-60-C-G-F-EN-S0427 Lifes Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 Copyright m 2015 LG Electronic.All rights reserved. Innovation for a Better Life Contact[g.solar@lge.com 01/04/2015 www.lgsdarusacom 1 J UNIRAC. - D , , - - A HILTI GROUP COMPANY i SolarMount Technical Datasheet Pub 110818.1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMlount Bottom Up Module Clip Part No. 302000C Washer 0Bottom Up Clip material: One of the following extruded aluminum Bottom NUt (hidden..s alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip note} Ultimate tensile: 38ksi,veld: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 Ibs(14g) Beam y < Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one W-20 ASTM F593 bolt, one'/4'-20 ASTM F594 serrated flange nut,and one'/4'flat washer - Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- parry test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS lbs(N) m { 1.124 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 I—�X ^� Sliding,Z± 66(292) 1 27(119) 1 2.44 1 41 (181) 0.619 1 Dimensions specified in inches unless noted a 1313 I , m 100 NIRAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 30210513,302106D • Mid clamp material: One of the following extruded aluminum rra 4 Bolt alloys: 6005-T5, 6105-T5,6061-T6 Mid F la a Nu;C mp Ultimate tensile: 38ksi,Yield: 35 ksi la • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac W-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to • part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance " ---f---- Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m I Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1 1194(5312) 490(2179) 1 2.44 r741 (3295) 0. 220 L►'X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C oEnd clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 olt0 Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized i End clamp weight:varies based on height: —0.058 Ibs (26g) dui Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized LINIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/"-20 T-bolt and one Y4'-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y parry test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam Lp-, X Safety n Resistance Allowable Safe Design� Applied Load Average g Direction Ultimate Load Factor, Loads Factor, HETarr Ibs(N) Ibs(N) FS Ibs(N) m VARIMTension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Homo Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 I � Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions speci ie 'n inks es-unles Qteo m SOLARMouhrr Technical . , , - - ::�UNIRAC A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 1 0.502 SLOT FOR T-BOLT OR 1.728 1�" HEX HEAD SCREW SLOT FOR T-BOLT OR V HEX HEAD SCREW _T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP /I Ilk T 3.000 1.316 SLOT FOR oil,HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 Y Y -1.875— J i L,X L,X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a SOLARMoum I , I I _ dO UN I RAC A HIITI GROUP COMMNY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D j L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594'/a'serrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance A SLOT FOR � Direction Ultimate Allowable Load Factor, Load Factor, NAAD`r �' Ibs(N) Ibs(N) FS Ibs(N) m �t01_�,-- '' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 Assessor's map and lotinumbe'r ................... THE Sewpge LPeYmit number'"... .... t 33AMSTABLE. House number ..... ....................... KASIL .............................. o 1639 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...................... 9C ...(/ -W ............................................................................ TYPE OF CONSTRUCTION ...............rlz R.1).......6.44 .......... e ...................... ........ \T0' THE INSPECTOR OF BUILDINGS: "/T bridersigned hereby applies for a permit according to the following information: ... ....... ........ ......... Lca ion ....... ........it.....r Proposed Use ...............-?.. Y.K Z-Aa;:i:..... ........D..kA/ .......................................... .. . .... .... ZoningDistrict ..................W-C.......................................Fire District ...................... .. ................................................... Name of Owner jf0/71 Address .............. ................ LL Name of Builder .....dei!�7gv..... ?.44?/0.1�ddress ..............t,C. ..... ............... Nameof Architedt ................ -.............................................Address .................................................................................... Number of Rooms Y.I..-r....Foundation ......PQ.V�e.6� a.. �7,—.r F, Exterior ........W.. ..... 6.k., R a a fi n g ......14. pw.,4 4 4: r...fz,."..6. ................... Floors .................. ..............................Interio''r ........... . .............................. L - - -... ./ Heating,' ........40..4.7&.... 9. ..14 W-...Plumbing *4 ' / ....1P... . tA. Fireplace .........................eq..,Azx........................................Approximate Cost .............. ....... ...................... Definitive Plan Approved by Planning Board ----------------------------- Area ................ ........n........7 Diagram of Lot and Building with Dimensions Fee ....... ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 39 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....... ............................................................. Jv� o/?/ Construction Supervisors License,.................................... -THEO CONSTRUCTION CO.-` A--121-011-2 2027 Story No ......... Per ......................... Single Fan-Lily Dwelling .......... ................. ..................... ....................... Location . 10 16 West Wind Circle ............. ................................................ .Osterville ........................................................... ................... Owner ...The.o..Const-r.uc.tion...Co.......................... .. ............. ... ........ Type of Construction Frame......................................... .................................. ............................................. Plot ............................ Lot ................................. t Permit Granted ....Au gust..9...................19 84 Date of Inspection ....................................19 Date Completed .....................I ... ......... io •' ; . TOWN OF BARNSTABLE.BUILDING PERMIT.APPLICATION.. Map U I Parcel O i jZ002— Application# �� �a Health Division Date Issued. Conservation Division Application Fee Tax Collector Permit Fee 3b Treasurer Planning Dept. U Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1 (o VV 2 S T W I v1-0 G o Cl( Village 0S V i I fe Owner yM AVrt9 TCIZ Address 1/VeS i W-trunv G1 ,rG Telephone 5-O Y a Z — S Jr7 Permit Request Square feet: 1 st floor:existing j j proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio L- �6Construction Type Lot Size Grandfathered: 4Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family > Two Family 0 Multi-Family(#units) Age of Existing Structure /I Historic House: ❑Yes qNo On Old King's Highway: ❑Yes ,KNo Basement Type: Wull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 2 new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing 5— new First Floor Room Count o L CD meµ. Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Others — _x Central Air: ❑Yes O(No Fireplaces: Existing New Existing wood/coaFstove: O>Yes No Detached garage:0 existing ❑new size Pool:0 existing Elnew size Barn:0 ex i ting ❑(Pew size Attached garage: existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ANo If yes, site plan review# Current Use - Proposed Use / BUILDER INFORMATION Name k 1141 r! / Telephone Number��U Address,lTJ 9 �9 el�� k� License# 0 --' `/'3 O Home Improvement Contractor# Worker's Compensation# 0)3S E 6 o? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Q& f FOR OFFICIAL USE ONLY APPLICATION# '- DATE ISSUED MAP/PARCEL N0. a ADDRESS i VILLAGE OWNER" x DATE OF-INSPECTION: I FOUNDATION 65).Sonjo'(rK) o o7 ' FRAME T INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGIV yK ��IS�11 DATE CLOSED OUT ASSOCIATION PLAN NO. - } ,per The Commonwealth of Massachusetts �\ Department of Industrial Accidents Office of Investigations 600 Washington Street �< Boston,MA 02111 www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Legibly ° � Name(Business/Organization/Individuat): V, Address: - City/State/Zip: (Ales ZPhoneA: 2e-D r � Are you an employer? Check the appropriate bog: .Type of project(required):. 1,A.I am a employer with Q 4. I am a general contr Q actor and I 6. New construction . � employees(full and/or part-time).* have hired the sub-contractors listed on the-attached sheet. 7. -Q Remodeling 2.❑ I am a•sole pioprietor or partner- These sub-contractors have ship and have no employees and have workers' 8. ❑Demolition, • •working for me in any capacity. employe e$ 9. ❑Building addition [No workers' comp.insurance comp, insurance.$ ❑ Q 5. We are a corporation and its 10. Electrical repairs or additions required.] officers have exercised their l l.Q Plumbing repairs or additions ' 3.Q I am a homeowner doing all work . myself.[No workers'comp. right of exemption per MGL 12•❑Roof repairs insurance.required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information• t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. . tContractors that check this box must attached an additional.sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.poicy number. . Iam an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site• information. Insurance Company Name:' �G D]'"`�S17�9 L� •—��5 U r�P� — Policy#or Self-ins.Lic.#: 2-3�— Expiration Date: y � Iob Site Address: /C& City/State/Zip:���/l� � 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 tip 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$250.00 a day against the violator. Be advised that a copy of this.statement maybe forwarded to the Office of InvestiLyations of the t)IA for insur Ge r'nVRrA01F1.verification. I do hereby certify under the paiinns•and penalties of perjury that the information provided above is true and correct. Signature Z' .1Z.f / ��C-- Date:---- Phone#: 72P— . Official use only.. Do not write in this area, tb be completed by,city or town official City or Town: ' Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector . 6. Other Contact Person: Phone#: 71. Va owv,,zo uuea&A ol,,A aactivaella �} Board of Building Regulations and Standards License or registration valid for individul use only / HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: /// Board of Building Regulations and Standards Registration:.128560 One Ashburton Place Rm 1301 i Expiration: .4/21/2009 Tr# 131711 Boston;Ma.02108 Type:_Inoividual RICHARD VILLANI RICHARD VILLANI 109 WAGON LANE ` . '• ,- HYANNIS,MA 02601 Administrator Not valid without signature >' ✓fie Vi omzmco�zruea�i o�,,�aapac�ivaell � BOARD OF BUILDING REGULATIONS { License: CONSTRUCTION SUPERVISOR j' Numbe,�C 074360 ,;�Birthda et 06/23/1:958 Expires j06/23/2008 Tr. no 27946 'Restricted",00---" i RICHARD VILLANI< yG �;r c, PO BOX 692 '✓%� W HYANNISPORT, MA 02672 Qommission'er 03:29pm From-AIG +973 331 8599 T-355 P.001/002 F-591 !I ATE OF I;IS 'RAN= .E''�. PRODUCER : .:'., r•,.' •.' :: .' . I'; .; I' ` i,'[.'� r THIS.CERTIFICgTE I$ fSSUED AS A MATTER OF INFORMATION ONLY AND CONFER$ NO RIGHTS UPON THE CERTIFICATE Dlde Cape Cod Ins Agcy Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 296 Winter Street ALTER THE COVERAGE AFFORDED BY THE POLICIES I3ELOW Hyannis, MA 02601 AFFORINO INSURANCE COMPANY A GRANITEIES ST TE NSp INS D ANCE COMPANY URE Villani Construction Inc Po Sox 692 Hyannisport, MA 02672-0000 'COVERAGES :. - ;,,., •�,.:: ' ':�?.•�. ,.•y ,1;. �.• �,,,,: .. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOT WITHSTANDING 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 THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS, Co LTR TYPE of INSURANCE POLICY NUM132R POLICY EFFECTIVE DATE A ORKERS COMPENSATION POLICY EXPIRATION DATE NO EMPLOYERS'LIABILITY t HE PROPRIETOR/ LIMITS PARTNERS/EXECUTIVE. OFFICERS ARE.; tY.'' �' - 1 "'I- INCL❑EXCL 0 2358620 4/01/2007 TATUTORY LIMITS :',7=, '• ,'"��" - 'I"� OTHER 4/01/2008 Covoreos Applloo to MA Operaliono Only. EACH ACCIDENT $ 100,000 DISEASE POLICY LIMIT $ 500,000 . DESCRIPTION OF OPERATIONSNEHICLES/SPECIAL ITEMS ISEASE-EACH EMPLOYE $ 100,0001 CI=RTIFICATE HOLDER CANCELLATION TOWN OF 13ARNSTAI3LE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEO BEFORE THE MAIN STREET EXPIRATION PATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 12 HYANNIS, MA 02801 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,PUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO DOWGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGI NTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 5 + O El. i J�l! ,moo t ; 11 G <j -� 5 NZ is Nye � l � � W N .� co Li r- Z1cQ• �10 p �w ti c 70 a x s cr - -t O N R Y CER719Y. TAW? Ti J aG1 c/3 Air ,.OG�TE� pF�Erp`f.��/1�L��� W/rw 4�� mor FE01G� '�/7wI�Atw�I� IIAI�AI� ,�1�f111;,'` Call ,�7BF-�' I i�I YiMC�NPi T /DOTE: AVRTH ARROW NOT TO a owf4i� "n LoT.9--z 9 .9 / O O N rh ZO}' • , _ � Sao , c), y �pi , �t' Ji •t � �t/ .. s ifs � r A A, 'ti r.�'. { tj:4, "s'•.y�, f�rw� s �r . a F > �.4y �t Jr'..•�'1 `' ' , Poor W"AVT� F FCTUNp - C� TIrVd y TM� Q ��.n- -- A# lNSTiP4GMEl�T,Y��( f � FAR : O<SE O� THE SINK aV4y l/N®Ei�r WO C RCUAf%5rANCES A�; OFFSETS In ,a , IAIC- arc, • • , � �t . ' Qu1�w P QY=.---- - ss9 F�1 L�101ltN i11if �toeERr �y .EASTE. . O.ZS•��' '' YMOND _. .. : o. .,....._-. .: a .... .• 1.:..�.....,. ... ..T�:,4. ... .. .... .. .. oF1HETpy, Town of Barnstable ~r Regulatory Services • snaxsTABLE, v MAC, �, Thomas F. Geiler,Director "rFo;,- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 44V2'9 114111T6L , as Owner of the subject property hereby authorize //i all �n�c T2!/GT/6� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date /�igv2y9 /t vr� r Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION a . F THE Town of Barnstable �p 1p�� Regulatory Services w BARNSfABLE, = Thomas F.Geiler,Director 9 MASS. 1639• ♦0 Building Division ATfD �A Tom Perry,Building Commissioner 200 Main Street, Hydnnis;MA 02601 www.town.barnstable.ma.us G. Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as suuervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. A, Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.].1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would Hith 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 fornt/certification*for use in your community. • 1 Q:forms:homeexempt