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Home My WebLink About1188 SHOOTFLYING HILL RD S y' r _ _ r�1N x a .� .. d's � � s.. .. .. n Y ' f' i ,. a • �. B d, �', �i .. ,. � .. .. .. �. :. o - o + 4 - T- P v ,. `. u U t - o - .., _ b i � - e a _.. .. .. 0 0 + � i � t ,� � _ _ - �:. . t -� .. F '. _ - i - � 1 e i ' - __ . ':{ _ f .. �' - i t'a C'. ,a .. _ ., 3 + .� . � _ .. 4 - ,. �_: =,x� ` � �. .. . ; - � � �. . .. ' Y � c d _ _ .._ y. _- _x. m. f .z c :... � c.. �,. .. :: ' '� .. a � a at e x ♦t n i � ei J. lk IL o�arY� .. .—m�— :....0 r.. ... e.,n.. � ,.. .�.� .,� �w rwnr_..i.. i�.�.rig w n�, ..... .. .,..... ,.. .. .... .. ...... ... .. .., a. _� .. .. ... _ Town of Barnstable Building . . x : Post This`Gard So That it i`sVisible�From t';he`Street A�`roved Plans Must b�esRetaned on lob-andahis Card;Must bye Kept �� Permit Whe'ce a,CertificateFof Occupancy£is Requiretl,such Building slall�Notbe Occupied until a€F�nal Inspection has been made '� Permit No. B-19-3699 Applicant Name: DONOVAN, MICHAEL R & DAWN M Approvals Date Issued: 11/15/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential . Expiration Date: 05/15/2020 Foundation:!0 O Location: 1188 SHOOTFLYING HILL RD,CENTERVILLE, Map/Lot: 190-098 Zoning District: SPLIT Sheathing: Owner on Record: DONOVAN, MICHAEL R&DAWN M Contractor Name Framing: 1 Contractor License* g Address: PO BOX 107 : 2 Est Project Cost: $ 13,000.00 CENTERVILLE, MA 02632 t Chimney: Description: Entry Porch ' .Permit Fee: $ 116.30 Insulation: 'Fee Paid:: $ 116.30 Project Review Req: Date ;: 11/15/2019 Final � pp r— Plumbing/Gas Rough Plumbing: r, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsixmonths aftertissuance. All work authorized by this permit shall conform to the approved application and'the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws"and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public,inspection for the entire duration of the Final Gas: work until the completion of the same. 4 � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire:Officials are provided on tFiis permit. Minimum of Five Call Inspections Required for All Construction.Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed` 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1HE Application Number............................................................. EAFMABLY, MASS. Permit Fee..........................✓.............other Fee,....................... A1011 A0 ,9 '1201 ... 'q Total Fee Paid ............................................................ ...... OF 8 4 TOWN OF BARNSTABLE Permit Approval by ....................on..JJJA-/.T......... e . 1 .0 O BUILDING PERMIT Map......... .....................Parcel.............................................. APPLICATION Section I — Owner's Information .and Project Location Project Address Village C9 a�r Owners Name V Vq. Owners Legal Address t City. C < State rt o- zip Oe- 45 � Owners Cell I? - 2-9 V -Ccn.3 S® I E-mail K 61 R42A De,,,10 A r4 t-iQt- 92 Section 2 —Use of Structure Use Group_ F-J' Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit Fj New Construction ❑ Move/Relocate E] Accessory Structure 0 Change of use 0 Demo/(entire structure) ❑ Finish Basement El Family/Amnesty D Fire Alarm Rebuild 9-'Deck Apartment El Sprinkler System ❑ Addition. ❑ Retaining wall Solar El Renovition ❑ Pool ❑ Insulation Other-Specify Section 4 Work Description T.Rqt iininterl- 11/1 5nn1 R Application Number.................................................... Section 5— Detail ' Cost of Proposed Construction ) 3�b c:b Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method []' MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom i Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed �J Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No i Last updated: 11/15/2018 Client: Botello Lumber Date: ' 111612019 Page 1 of 1 isDesignTM Project: Designer: Spencer Lockhart Address: Shootfly Hill Road,Centerville,MA Job Name: 11-6-2019 Nick Project#: B1 Anthony Power Preserved 3.500" X 9.250" - PASSED Level:Level 91/4 1 SPF 2 SPF 11'8" H3 1/2" 11 8 Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 1283 536 0 0 0 Deflection LL: 480 Building Code: IBC/IRC 2015 2 1283 536 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal Wet Use: No Temperature: Temp<=100°F Deck: Not Checked Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SPF 3.500" 35% 536/1283 1820 L D+L 2-SPF 3.500" 35% 536/1283 1820 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 4899 ft-lb 5'10" 9982 ft-lb 0.491(49%) D+L L Unbraced 4899 ft-Ib 5'10" 9674 ft-lb 0.506(51%) D+L L Shear 1508 Ib 10'8" 6475 lb 0.233(23%) D+L L ILL Defl inch 0.188(L/715) 5'10" 0.280(L/480) 0.670(67%) L L TL Defl inch 0.267(L/505) 5-10" 0.560(L/240) 0.480(48%) D+L L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top braced at bearings. 3 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 5-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 9 PLF Manufacturer Info Boise Cascade Anthony Forest Products Cc 33 Fowler St Ext, MA 309 North Washington El Dorado, 71730 (8(800)221-232326 www.anthonyforest.com U APA:PR-1-263,PR-264,PR-L282,ISS ES:ESR-1940 Version 18.40,105 Powered by i5truct' LOT 7 _ l NBO 4�304' 16' . 0�, t�O ►. LOT 8 b O .Appl b w .. � 601- pLOY' 2 N7J 4J 3p„� LOT 9 LOT 10 OWNERS.' ED WARD SO UZA & DAWN M DONO VAN, TRUSTEE K & C REALTY TRUST RES. ZONE 'RC" This MORTGAGE INSPECTION P►an is For FLOOD ZONE.' "C" TOWN: _ — REGISTRY OWNER: SEE ABOVE DEED REF: 071,112 44 5186 2I2 _BUYER: JfIC1ffAE _R &DAFff MHO- v�r DATE: 11 2V96 — — PLAN REF: 177 49_ _ _ —SCALE:l"= 30 ___FT. I HEREBY CERTIFY TO THE CAPE COTJCEjVT _FI hE _____ SHOWNSONATH�S PlGS �NNS LOCATED ON THAT THE GROUND ��A��N OF rkgf�� YANKEE SURVE,I' SHOWN AND THAT ITS POSITION DOES _--_ C'ONFORM �� PAUL CONSULTAN lS TO THE ZONING LAW SETBACK REQUIREMENTS OF THE A. 40B (SUITE 1) TOWN OF ___BARNSTABLE_____________AND THAT MEiI1THEW Z3 INDUSTRY ROAD IT DOES_NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD No. 32(?88 � MARSTONS MILLS, MA. 0264f3 AREA AS SHOWN ON THE H.U.D. MAP DATED_f19.�85 _ `Ir��GIST - �� TEL: 428-0055 C0 uni -Panel j 250001 0015 C �aAI `A%rS FAX: 420-5553 _ --------- THIS PLAN NOT MADE FROM A RUMENT 1, A. M Rl'f{fFw, L.S SURVEY, NOT TO BF 1JSED FOR FENCES, ETC. '1-90008 DCIR \ Legend k y,. � � 9 Parcels Town Boundary 190218 Railroad Tracks #464 � �y �� Buildings � � °'. \�� \ �"`� r- Approx.Building Buildings Painted Lines &x\ E 3 Parking Lots ! � 2 Paved Unpaved a " �... Dr iv ay L� , Paved Roads \ ,l 0 Paved Road Unpaved Road a� �'a41n �' �� , � 19 Bridge ® Paved Median k VZ Streams z Marsh Water Bodies I iP0 98 . 1i88 #23. 1 900a4: tI #404 #366 € 900,9 ' }' _€ 0 37.16' pE •�� .. �.,n F`+ �3� � �, .,�\�°. MST' Map printed on: 11/1/2019 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026o1 0 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us Application Number........................................... Section 9— Construction Supervisor Name Telephone Number Address City State Zip t License Number License Type Expiration Date F '( Contractors Email Cell # ti I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature - Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11—Home Owners License Exemption Home Owners Name: CVi why t Pis a v V':� ;J Telephone Number Cell br Work Number �I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required 780 CMR and the Town of Barnstable. Signa Date E _ A APPLICANT SIGNATURE S'ignatur Date PI rint Name t c. wy e- J r+,5 Telephone Number -5 E-mail permit to: K t c—k vt QJ - 30�r r-' g Iq t_� `4 0) C a rtG ti S Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name ti Last updated: 11/15/2018 'OWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # -a Health Division Date Issued 9/1116 Conservation Division Application Fee p _ Planning Dept. Permit Fee O S Date Definitive Plan Approved by Planning Board �GQ Historic - OKH _ Preservation / Hyannis Project Street Address �pp cShooff ili oq f I l IKoad Village Cfntf Owner �awn ')��onovan Address In A 1X11l I n 0 Telephone_iSo� Permit Request i 11�u1C�-ic�'1 z Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District4l Flood Plain Groundwater Overlay Project Valuation 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 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 ❑ 41 Commercial ❑Yes ❑ No If yes, site plan review -- 00 C3 Current Use Proposed Use _ 1 APPLICANT INFORMATION i m (BUILDER OR HOMEOWNER) Name NAk raATelephone Number (SDI Address 2 ��r[� r License J VSq SDI ��' «-► 1�C,V MJ� I Z Home Improvement Contractor# S L433 Email�I�PI'C1(tti► ealhm-taP 4j? t7/r,60 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU E 1 ATE FOR OFFICIAL USE ONLY { APPLICATION# DATE ISSUED S - MAP/PARCEL NO. ' P . ; ADDRESS VILLAGE OWNER DATE OF INSPECTION: - FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _ GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. rown of Barnstable °,sRegiilAtoty. Services �a�sre�r.E. 8 I2icfiu�`'V:Stud,Dir�ct�er nsnss tti � 'Building Division Torn Ferry,Budding Cormiliss over 200 Main Street,Hyannis,-:�A 02601 w ww.town.barnstable.ma us Offloo: 508-862-4038 Fes: 568<.t 96-6230 Pr-6pexty.C)wxxer Must Complete wid;5iorn` Ws Secti0.13: f Usinz,., W..Ider as Owner of:rite 4jecr hereby audiorlm �`5��- A_ 2 P.. _cin zo;d on.:niy bebZj. in-A.zmatters mk&i e t'o work.authoFia d by this b�ldin emit app3icatkn for: w-- (Address ci b) *,,'Pool fences and al;I= are the respohsi`Eyof trio applicant.. Pobls are notto be f llod or utilized before fea t+ is installed and firiad' ass.Rectors are performed and accepted, naum of C vner Si tune of;Appkaut Z'=- t Name - Pn'nL Naux,V )Date OsF0�t2+1S;0iV;J}��2,Ef ztlil»`iSIt3NPC){)LS f ; ALTERNATIVE `6Nokpw . WEATHERIZATION. �I I Date Town of Barnstable u r s Building Division 200 Main St. Hyannis,MA 02601 The insulation work at has been completed in accor�4a � 1''-7$OCMR,;.. •,�..M.::..1::•:::::�1-::.,. ..'�.;,,:1,:F l�ti%:•r'.vi•:1.. :�41-I�..I.t�'y:'" .5�, "'•/;•': •'f•,^``.. jA •'lye — ii i�' — �'•'rl''Yr.a:.ti'i`:A.:: ..9.."� . othy Ca President CSL 105454 58 DICKINSCrN STREET ( FALL RIVER,MA 02721 I (508)5674240 ALTERNATIVEWEATHERIZATION®GMAIL.COM • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,Map Parcel g Application # Health Division Date Issued ?_3 Conservation Division Application Fee Q Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village 45 E�lzy/LL9: Owner _ X)oLepO Address /fr SHoCn2FcV4A26 IniL;kt� Telephone�scF5 94- 6351 Permit Request Tu87'ALgLiAC Sac.AZ"PA Square feet: 1 st floor:;existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 6004> Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes &l 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 t 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 ❑ ZZ Commercial ❑Yes Lk o If yes, site plan review# n Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ;hzsEj?,&( tJYt.0_-Cf11TZ1C.0 Telephone Number Soar-31&-66G3 Address eZA srrruria-c> -RJyr:P License # O9 3/iS 1 'IZAA,)ICu/J JVA Oao-4 ' Home Improvement Contractor# j7O Email Worker's Compensation # r)ne4q!7Z-7-7 Qy_o1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO O SIGNATU DATE / /� FOR OFFICIAL USE ONLY s - APPLICATION# DATE ISSUED MAP/PARCEL NO. YI ' ADDRESS VILLAGE OWNER f f DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING IG DATE CLOSED OUT ASSOCIATION PLAN NO. ■ee a.ear, ■nr A �1 us ua� I ff� STRUCTURAL ENGINEERS � - ` October 29,2015 Mr.WissemTaboubi NRG Solar 89F Washington Ave Natick,MA 01760 RE: Donovan Residence Solar Installation 1188 Shootflymg Hill Road Centerville,MA 02632 Structural Assessment of Roof Framing MPP Project No: 15-3157 Dear Mr.Taboubi: Pursuant to your request,MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels. Our analysis was based on the framing information and configurations provided by NRG Solar.It is our understanding that the structural components of the existing roof framing are in good condition.It is further understood that all existing connections between the various roof framing members, including ceiling joists and rafters are adequate to resist the current loading conditions'and behave in the manner that a typical rafter and ceiling tie system is intended to behave prior to installation of the solar panels. Results Roof 1,Roof 2 and Roof 3—adequate to support the proposed solar panels Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 780 CMR 51.00:Massachusetts Residential Code which has adopted the 2009 International Residential Code with Massachusetts amendments. Per Table R301.2(1),the ground snow load to be used for each town is in accordance with Table R301.2(5). Similarly,the wind speed for each town is in accordance with Table R301.2(4).The roof framing was analyzed in accordance with Section R104.11 of the of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs(e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table R301.2(5)). Wood members were analyzed and designed in accordance with the NDS 2005. The roof areas for the solar panels of this residence are framed in a gable configuration with conventional MPP Engineers,LLC 34 South Main Street, Suite D Allentown,NJ 08501 609489-5511 (office) I www.mppengineers.coml 609489-5916(fax) Donovan Residence Solar Installation 1188 Shootflying Hill Road Centerville,MA 02632 2x roof rafters.Roof framing details available have been considered the same for all roofs as per information provided by NRG Solar.The existing roof structure is in good condition and is assumed to have two layers of asphalt shingles.The pertinent data is listed below: Roof 1 (5 Panels Total): Rafters: 2"x 8"(#2 Spruce-Pine Fir assumed) Spacing: 16"O.C. Roof Slope: 41 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 13 feet Ceiling Joists: Present Collar Ties: Not Present Roof Sheathing: Wood Boards and Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2(5)of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 15.23 PSF(Existing—Unobstructed Warm Roof) 11.17 PSF(New—Slippery Surface on Cold Roof) Roof 2(16 Panels Total): Rafters: 2"x 8"(#2 Spruce-Pine Fir assumed) Spacing: 16"O.C. Roof Slope: 40 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 13 feet Ceiling Joists: Present Collar Ties: Not Present Roof Sheathing: Wood Boards and Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2(5)of Massachusetts Residential Code Importance Factor,I: to Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 15.75 PSF(Existing—Unobstructed Warm Roof) 11.55 PSF(New—Slippery Surface on Cold Roof) 4' Donovan Residence Solar Installation 1188 Shootflying Hill Road Centerville,MA 02632 Roof 3 .15 Panels Total, Rafters: 2"x 8"(#2 Spruce-Pine Fir assumed) Spacing: 16"O.C. Roof Slope: 12 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 9 feet 10.1%inch Ceiling Joists: Present Collar Ties: Not Present Roof Sheathing: Wood Boards and Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2(5)of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 21.00 PSF(Existing—Unobstructed Warm Roof) 22.33 PSF(New—Slippery Surface on Cold Roof) Wind Speed: 110 MPH from.Table R301.2(4)of Massachusetts Residential Code Exposure B Analysis Results: General Considerations ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar panels are mounted slightly above the roof line,it would be conservative to consider a thermal factor Ct of 1.1,treating the panel surface as a cold roof rather than a warm roof.Based on the . roof slope and considering it as a slippery surface,the snow load is reduced by 27%for the Roof 1 and Roof 2 compared with the snow loading directly on the existing shingled roof surface. This reduction equates to 4.06 PSF for the Roof 1 and 4.20 PSF for the Roof 2 which essentially �. offsets the weight of the solar panels. Gravity Loading: Roof 1,Roof 2 and Roof 3—adequate.to support the proposed solar panels It is our understanding that the panels will be installed using Unirac rail with L-feet(or equal)at approximately 48 inches on center(e.g. every two to three rafters).The leveling feet will be fastened directly into the existing joists with 5/16"diameter lag screws with.a minimum embedment of 2.5".In addition,it is important that the leveling feet support locations be staggered_ between adjacent panels so that no single rafter supports more load than under the existing conditions. Donovan Residence Solar Installation 1198 Shootflying Hill Road Centerville,MA 02632 Wind Loading Based on our calculations,the net wind loads unposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on the roof framing. In addition,provided that the leveling feet are attached to the roof framing members in a typical staggered fashion,the overall wind loading imposed on the structure and the individual framing members will not be impacted to any great extent. If you have any questions regarding this matter,please feel free to contact my office at 609-489-5511. We appreciate the opportunity to assist you with this evaluation. Sincerely, MPP Engineers,LLC Chiranjib Mukherjee &OF&�1S aq ASS; CF Z Avc.4, 35 Ashutosh Patel,P.E. MA Prof.Eng.Lic.No.48235 4 Donovan , Michael & Dawn 9.900 kW (DC) PHOTOVOLTAIC SYSTEM 1188 Shootflying Hill Road, Centerville, MA 02632 N' � o (N)SE1000OA US000NNR2 SCOPE OF WORK: INVERTER Sir U EXIS INTEGRATED DC DISCONNECT 36 LG275S1C-B3 SOLAR PANELS O •.HOUSE 'ARC FAULT PROTECTED 1 SE10000A US000NNR2 INVERTER A c O tIj aca S PV DISCONNECT FOR ROOF TOP AND WALL MOUNTED ELECTRICAL EQUIPMENT 'j- o UTILITY OPERATION REQUIRED PER CODE,AH]&FIRE DEPARTMENT w m �=a EXISTING SERVICE POINT CONNECT TO 150A/ 150A MAIN SERVICE PANEL N 5 &UTILITY METERING TOTAL SYSTEM SIZE 9.900kW DC a 8 SHEET INDEX: o m� E1 SITE PLAN E6 - DETAILS o EXISTING 15OA BUS E2 - NOTES E7 - SINGLE LINES EXISTING 15oA TOP FED E3 — PROPERTY PLAN- E8 — ELECT. NOTES MAIN BREAKER SERVICE POINT E4 — ELEVATIONS E9 — SIGNAGE E5 — ROOF PLAN E10+ — CUT SHEETS VICINITY MAP N u 36-LG275S1GB3 SOLAR PANELS p• A t 1169 SlvaailiGir rCl,Fid � `'� SITE PLAN e _- a -,,� ".tea SOLE:1/8"=T 0" "'"'"�`- NOTE: ALL-SCALES SET TO 11X17 SHEET SIZE . a SOLAR PHOTOVOLTAIC SYSTEM NOTES: ABBREVIATIONS All materials equipment,installation and work 9.All conductor exposed to weather shall be 22. Flexible,fine-stranded cables shall be :tzs eq P , Po A AMPERE shall comply with the following applicable codes: listed and identified for use in direct sunlight. terminated only with terminals,lugs,devices or AC ALTERNATING CURRENT • 2012 IBC [NEC 690.31(B),310.8(D)] connector that are identified and listed for such use. AHJ AUTHORITY HAVING JURISDICTION tb BUILDING • 2012 IRC 10.The module conductors must be type USE-2 [NEC 690.31(F)] BCONCLDG BLDG CONCRETE • 2011 NEC or listed for photovoltaic(PV)wire.(NEC 23.Connectors shall be of latching or locking type. CB COMBINER BOX • 2012 UMC 690.31(B)) Connectors that are readily accessible and operating CEC CALIFORNIA ELECTRICAL CODE CU COPPER • 2012 UPC 11•All conductors shall be marked on each end at over 30 volts shall DP DISTRIBUTION PANEL • '' 2012 IFC • for unique identification. 24. Require tool to open and marked"Do Not DC DIRECT CURRENT • EGO EQUIPMENT GROUNDING CONDUCTOR 2013 Building Energy Efficiency Standards 12.PV module negative shall be grounded.All Disconnect Under Load"or"Not For Current • AuthorityHaving Jurisdiction properly Interrupting". [ ( }( )] FV (EXISTING) 9 grounded conductor shall becolor NEC 690.33(C)& E 2 FY FIELD VERIFIED • Fire Authority Having Jurisdiction identified as white.[NEC 200.6] 25. Equipment grounding conductor for PV modules GALV GALVANIZED 13.PV system connected on the load side of the smaller than 6AWG shall be protected from physical GEC GROUNDING ELECTRODE CONDUCTOR P P GND GROUND 1.Existing plumbing vents,skylights,exhaust service disconnecting means of the other damage by a raceway or cable armor.[NEC 690.46 Hoc HOT DIPPED GALVANIZED outlets,ventilations intake air openings shall not., sources)at any distribution equipment on the &250.120(C)] I CURRENT be covered by the solar photovoltaic system. premises shall meet the following[NEC 26.Equipment grounding conductor for PV systems imp I AT MAX POWER 2.Equipment.Inverters,motor generators, 705.12(D)]: without Ground Fault Protection(GFP)and installed lac SHORT CIRCUIT CURRENT photovoltaic modules,photovoltaic panels,ac 14.Each source connection shall be made at a on non-dwelling unit must have ampacity of at least kVA KILOVOLT AMPERE photovoltaic modules source-circuit combiners, 9 kw LOADBKILOWATT P dedicated circuit breaker or fusible disconnecting 2 times the temperature and conduit fill corrected Lew LOAD BEARING WALL c and charge controllers intended for use in means.[NEC 705.12 D 1 circuit conductor am cI NEC 690.45(8)] MIN. MINIMUM W photovoltaic power systems shall be identified MCB MAIN CIRCUIT BREAKER 15.The sum of the ampere rating of the , 27.Fine stranded cables used for battery terminals, MSP MAIN SERVICE PANEL and listed for the application. (NEC 690.4(D)). overcurrent devices in circuits supplying power to devices,and connections require lugs and terminals (N) (NEW) 3.All outdoor equipment shall be NEMA 311 rated, the busbar or conductor shall not exceed 120% listed and marked for the use.[NEC 690.74] N3R NEMA 3R, RAINTIGHT OUTSIDE RATED SK includingall roof mounted transition boxes and NEC NATIONAL ELECTRICAL CODE m of the rating of busbar or conductor. [NEC 28.Grounding bushings are required around NTS NOT To SCALE o o z switches. 705.12(D)(2)] pre-punched concentric knockouts on the DC side of Dc ON CENTER 4.All equipment shall be properly grounded and 16.The interconnection point shall be on the line the system(NEC 250.64 C) OCPD OVERCURRENT PROTEC11ON DEVICE o �U bonded in accordance with NEC article 250. side of all round-fault protection equipment. 24.Grounding electrode conductor will be P POLES-BREAKER PotES- 9 P eq P 9 PL PROPERTY LINES o 5.All circuits connected to more than one source [NEC 705.12(D)(3)] continuous,expect for splices or joints at busbars PV PHOTOVOLTAIC shall have overcurrent devices located so as to 17.E ui ment containin overcurrent devices in within listed PVC POLYVINYL CHLORIDE v q p g equipment. RR ROOF RAFTER L provide overcurrent protection from all sources. circuits supplying power to a-bus bar or (NEC 250.64 C) SBC SOLID BARE COPPER s [NEC 690.9(A)] conductor shall be marked to indicate the 30.All smoke alarms,Carbon monoxide alarms and SP SOLAR PLANE a 6.All photovoltaic(PV)modules shall be mounted resence of all sources. NEC 705.12 D 4 audible notification devices shall be listed and sPL SUBPANEL P [ ( )( )] SCH SCHEDULE on the roof.Additional equipment of the PV 18.Circuit breaker,if backfed,shall be suitable labeled in accordance with UL 217 and UL 2034. Ss STAINLESS STEEL system shall be located outside the building near for such operation.[NEC 705.12(D)(5)] They will be installed in accordance with NFPA 72 PTO PRACTICAL TESTING CONDITIONS > the main electrical services. 690.14 C SWH SOLAR WATER HEATER [NEC[ Ol 19.To minimize overheating of the busbar in and NFPA 720. (IRC 2013 R314&R315). TYP TYPICAL 7.The utility interactive inverters shall panelboard,the panelboard main circuit breaker 31,NEC requires that Smoke alarms and Carbon UNO UNLESS NOTED OTHERWISE automatically de-energize its output to the and the PV power source circuit breaker shall be Monoxide Alarms be retrofitted into the existing V VOLT g connected electrical production and distribution physically located at the opposite end of the dwelling. q Yoc.These Smoke alarms are required to be in Voc VOLTAGE AT MAX POWER g VOLTAGE AT OPEN CIRCUIT network upon loss of voltage in the system and busbar, all bedrooms,outside each bedroom,and at least w WATT shall remain in that state until the electrical 20.All the NEC required warning signs,markings, one on each floor of the house.Carbon Monoxide w production and distribution network voltage has and labels shall be posted on equipment and alarms are required to be retrofitted outside each • been restored.[NEC 690.61] disconnects prior to any inspections to be bedroom and at least one on each floor of the B 8.Due to the fact that PV modules are energized performed by the Building Department inspector. house.These alarms may be solely battery operated whenever exposed to light,PV contractor shall 21.Metallic raceways or metallic enclosures are if the Photovoltaic project does not involve the Ted disable the array during installation and service required wiring method for inside a building for removal of interior wall and ceiling finishes inside by short circuiting,open circuiting,or covering PV system.(NEC 690.31(E)] the home,otherwise,the alarms must be hard wired •OCCUPANCY TYPE: R-3 • "� the array with opaque covering.[NEC 690.18] and interconnected. •CONSTRUCTION TYPE: TYPE V-B E2 •UNSPRINKLERED 173'-7° Roll • " + 0) MSIING POOL&SPA Q �N O .Mi Ooasruv og, HOUSE on ggc Y' H � V w 0 a o � PROPERTY PLAN SCALE:1/1&'=1'-0' — [qa 21 < < 0 W11 � FE . � ■� R=! § � . ELEVATIONS &tee _ E4 ; PITCH AZIMUTH MATERIAL SP SQ.Ff.ARRAY SQ.Ff RAFTER SPECS SHADE SP#1 410 280" COMP 449.45 89.65 2XB@16"0.C. 84% SP#2 400 100" COMP 449.45 289.85 2XB@16"O.C. 90% rr SP#3 120 190" COMP 338.66 270.55 2X5@16"O.C. 87% —5' h M Sw! Q) T F _ y �, NEW PV CONDUIT TO BE RUN WITHIN o � Exts IN N ATTIC AND HIDDEN FROM VIEW. w HOIjSE CONDUIT TO BE PAINTED TO MATCH . N �; ; THE EXISTING SURFACE. ACD N V/ N ' 10 ATTACHMENTS- � � N " y � ,,,, O 52 ATTACHMENTS m @ 48"O.C.MAX.(TYP.) sF @ 48"O.C.MAX.(TYP.) ALL ARRAYS 0 o a ALL ARRAYS N �' a Sl o a� 1 Sl o m S SI f Si 0 SI Sl S! S a S 1 fits• 1 Sl gg 54 ATTACHMENTS A@LL -O.C. SAX.(TYP.) 8- N ROOF PLAN W SCALE:1/8"=l'-O" EQUIPMENT LEGEND a�. ACCESS O COMBINER �s JUNCTION ��n AAC DISCONNECT w/ uw DC DISCONNECT w/ O LOAD CENTER w/ oP DISTRIBUTION PANEL O WALL INVERTER w/ O DEDICATED PV �P SERVICE POINT&IL �s�j ❑LADDER ❑BOX ❑BOX � ARNING LABEL ©WARNING LABEL ❑WARNING LABEL ❑w/WARNING LABEL ❑ WARNING LABEL SYSTEM METER O UTIU"ff METERING 5 STRING LEGEND S1 - STRING 1 S2- STRING 2 f S3- STRING 3 < �� S4- STRING 4 ,;; , S5- STRING 5 S6- STRING 6 S7- STRING 7 <! S8- STRING 8 fi �3 S9- STRING 9 sPt Vim'/� F _ N i A' o � Exis N HOUSE N UJ N Oj o •� A ACp a 28 0 a sl 0 sl sl w y� sl sl sl sl sl W a sl sl sl s1 0 sl sl sl $ o� g � N g � - � STRING PLAN SCALE.1/8"-l 0 La E5,11 $tea Ln y� PV MODULE 1 UNIMCWffH SOLARMOUNT 1J RAIL E00 FASTEN GROUND WfID k L-FOOT MODULE CLAMP „ z. 5/1s-EPOM eonom PV MODULE ,,.. 304-IU SS WASHER COMP SHINGLES . L-102-3-WACIKEP(OTHER- GREEN FASTEN FIA9ING: OPTIONS AVAIIAB E), ODD-GFI-BLK-812 WITH ,' + CF-1 FLASHINGECO-CP-SO COMPRESSION T 5/1 Baca•S.S.LAG BOLT WITH 2.5" MINIMUM PENEFPA7ION SEALED WITH - APPROVED SE64ANf _ LAG BOLT 5/18" (TO BE VERIFIED) BE VERIFIED r' Ie(TO ) '+ STANDOFF DETAILoN d SCALE:1"=1'_O'. K MAIN METER PANEL C 120/240V 1a 3W - .. - - 0 OVERHEAD - EXISTING i50A EK6RNG 150A MAIN BREAKER W 120240V 1'3W - O . SUB PTEL Or SElOD00A-US(24OV)DVVERTERS - O INTEGRATED DC DISCONNECT ARC FAULT PROTECTEDo 'r�:3 �E13 n NEW 60A AC DISCONNECT - µ NEW 60A AC DLSWNNECf y d 240V NEM4-3R WITH GDA FUSES 24UV NEMA-3R z (OUTSIDE) (INSIDE) OUTSIDE ELECTRICAL ELEVATION DETAIL . INSIDE ELECTRICAL ELEVATION DETAIL SCALE:3/8"=1'-O" SCALE:3/W'=V-O" SERVICE INFO INVERTER SPECS MODULE SPECS AMBIENT TEMPERATURE SPECS UTILITY COMPANY: MSP VOLTAGE: NVERTER:SE10000A-US000NN MODULE TYPE: QTY: WATTAGE: FRAME COLOR:OLOR: AMBIENT TEMP RECORD LOW CONDUIT HEIGHT ROOF TOP ADDER ROOF TOP TEMP CONDUCTOR TEMP RATE s EVERSOURCE 240V QTY:1 LG275SIC-B3 36 275W BLACK 280 C -160 C .5"-3.5" 226 C 50 O C 900 C M� MSP LOC: SERV.TYPE: MSP GROUND: VOLTAGE: WATTAGE: CECEFF: Voc:38.7V Isc:9.26A Imp:8.68A Vpmax:31.7V TEMP CORRECTION: .82 3.w\.n}. EAST OVERHEAD (E)UFER 240V 10000W 97.5% PER 310.15(B)(2)(a) <b11i WIRE OCP FOR WIRES CONNECTED TO BREAKERS OPTIMRERSPECS 120%RULE . MAX VOLTAGE t`wrti TO BE GREATER THAN THE SIZE. OF THE BREAKER. OPTIM¢ER:P300 (VOLTAORx690.7mMAXVOLTAGE) ' (VY:36 MAX STRING BUS MAIN MAX MAX BAR BREAKER PV OCP VOLTS 690.7 VOLTS CELL:60 WATTAGE: (150 x 1.20)- 150 = 30 500 x 1.18 = 590.00 tl 1 OPA MAX:1(N1 5250W 4IJ EQUIPMENT TERMINALS ARE RATED AT 75'C. STRING AMPERAGE NOT TO EXCEED THE 75'C RATING OF THE WIRE THAT IS ATTACHED TO THE TERMINALS. TOI12040V . SE1000OA-US p 312 150A TOP FED 60A 60A INTERGRAl171 DC DISCONNECT PASS THROUGH .V r r; UTIUTY SERVICE -MAIN SERVICE PANEL UTILITY AC DISCONNECT UTILITY ARC FAULT PROTECTED w/20A FUSES 1 String w/60A FUSES AC DISCONNECT 600V NEMA-4X MA/2P 240V NEMA-3R 240V NEMA-3R 2 ) of 15. 3 3 INV0 0 l2 PN + �m+u�11 11) Ecc+ �Frr 1 String � 06 N of 13. M .. g I 1 5t c_ 1 I 1 + YOOUIES GROUW® ii U N"y 0 0 = I I rIm uMxAc. �$ EGC c _J c -- G N 1 String w = EGCJGEC GEC - _ Of B. a • + MODULES GROUNDED a El G WM UUINAC. G EGC ie (E)GROUND ROD y WIRE WIRE WIRE TEMP WIREJ TEMP CONDUIT WIRE TERMINAL STRING OPERATING=STRING MAX MA SYSTEM GRND GRNO WIRE 9 TAG# CONDUIT CITY GAUGE: WIRE TYPE RATING: AMP DE-RATE: FILL OCP: 75°C RATING: WATTAGE / VOLTAGE AMPS x NEC: = X.AMPS VOLTAGE SIZE TYPE j 1O OPEN AIR 2 910 PV-WIRE 90°C 40 x 0.82 x 1 - = 328A 35 A 4125 ! 350 = 11.78 x 1,56 = 18.37A SDO #6 SBC N � 1A OPEN AIR 2 #10 PV-WIRE 90°C 40 x 0.82 ° x 1 = 32.8A 35 A 3575. 1 350 = 10.21 x 1.56 = 15.92A 50D #6 SBC �3 16 OPEN AIR 2 #10 PV-WIRE 90°C 40 x 0.82 x 1 = 32.8A •35 A 2200 / 350 = 6.28 x 1,56 = 9.79A 500 #6 SBC w y- (2 1'EMT t#8 THWN-2 90°C 55 x 0.82 x 8 = 36.08A 50 A 4125 / 350 = 11.78 x 1.56 = 18.37A 50D #6THWN 2 1'EMT THWN-2 90°C 75 x 0.82 x 1 = 61.5A 65 A 1 = 42 x 1.25 = 52.5A 240 #6 THWN•2 TEMT THWN-2 90°C 75 x 0.82 x 1 = 61,54 0 A / = 42 x 1.26 = 52.5A 24D #6 THWN-2 ELECTRICAL NOTES: 1) All modules will be grounded in accordance with code U and the manufacturer's installation instructions. ':',.' 2) All pv equipment shall be listed by a recognized tested lab. 3) Notify serving utility before activation of pv system. 4) When a backfed breaker is the method of utility nl interconnection,breaker shall not read line and load. 5) When a backfed breaker is the method of utility interconnection,the breaker shall be installed at the C opposite end of the bus bar of the Main Breaker. - 41''1 6) Work clearances around electrical equipment will be maintained per NEC 110.26(a)(1), 110.26(a)(2)& 110.26(a)(3) 7) All exterior conduits,fittings and boxes shall be , rain-tight and approved for use in wet locations per NEC 314.15. 8) All metallic raceways and equipment shall be bonded 1 o W N and electrically continuous. .006 m m=o 9} All pv equipment,systems and all.associated wiring and interconnections shall be installed by Qualified Persons. 5a t 10) The photovoltaic system conductors shall be identified and grouped.The means of identification shall be permitted by separated color coding,marking tape,tagging or other 0� approved means._NEC 690.4(b) o 11)Adequate spacing must be maintained between any plumbing sewer vents extending through the roof and the w underside of the photovoltaic panels(6"minimum .recommended). a 12)Pv equipment,systems and all associated wiring and interconnections shall only be installed by qualified persons (nec 690.4 e). 13)Photovoltaic system conductors shall be identified and ry grouped.the means of identification shall be permitted separate color coding,marking tape,tagging or other approved means.(nec 690.4b) 14)Externally operated knife blade type ac disconnect switch 2 " which is lockable in the open position and"on"and"off'visible 9 designations which is directly accessible to riverside utility department employees at all times 60amp,250vac utility lockable(ac)disconnect(nem 6.3 and nec 690.17)(nema 3r) 15)Photovoltaic meter socket will be provided within 10'to 72'(center to center of meters)from the existing service meter and that it will be installed between 48"to 75"above ° the floor or grade level. EO CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED V PHOTOVOLTAIC DISCONNECT `" LABEL FOR MAIN SERVICE FOR UTILITY OPERATIONS LABEL FOR AC DISCONNECT liuv k"1 PHOTOVOLTAIC ARRAY UAUT ON moo c DC DISCONNECT WARNING! POWER TO THIS BUILDING IS ALSO OPERATING CURRENT: 350 A SUPPLIED FROM THE FOLLOWING OPERATING VOLTAGE: 350 V THIS SERVICE ALSO SERVED �,- MAX.SYSTEM VOLTAGE: 500 V BY PHOTOVOLTAIC SYSTEM SOURCES WITH DISCONNECTS SHORT-CIRCUIT CURRENT: 10 A < LABEL FOR MAIN SERVICE PANEL LOCATED AS SHOWN. -LABEL FOR DC DISCONNECT&INVERTER - N �+''� WARNING! 1ti;,1 PHOTOVOLTAIC POWER SOURCE ELECTRIC SHOCK HAZARD. OPERATING AC VOLTAGE: 240 V DO NOT TOUCH TERMINALS. MAXIMUM OPERATING AC OUTPUT. 'TERMINALS ON BOTH THE LINE AND (N)INVERTER CURRENT: 52.5 AMPS LOAD SIDES MAY BE ENERGIZED o IN THE OPEN POSITION. c PV DISCONNECT LABEL FOR MAIN SERVICE PANEL COVER � R�q° FOR UTILITY C LABEL FOR COMBINER BOX OPERATION +y PHOTOVOLTAIC ARRAY SERVICE POINT& AC DISCONNECT CAUTION UTILITY METERING OPERATING CURRENT: 52.5 A THIS PANEL HAS SOLAR$UTILITY SUB PANEL t c OPERATING VOLTAGE: 240 V POWER. > N m LABEL FOR AC DISCONNECT ALWAYS SHUT OFF BOTH BEFORE ® S,g WARNING! SERVICING. o 2cl (N)SOLAR ARRAY c ELECTRIC SHOCK HAZARD. (MID)AT THE MAIN SERVICE PANEL: A DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND SOLAR PRODUCTION METER LOAD SIDES MAY BE ENERGIZED a IN THE OPEN POSITION. (MID)AT PRODUCTION METER a LABEL FOR AC DISCONNECT - WARNING:PHOTOVOLTAIC POWER SOURCE 9 & ELECTRIC SHOCK HAZARD. WARNING LABEL SHALL BE PLACED ON INTERIOR AND m IF A GROUND FAULT IS INDICATED, EXTERIOR DC CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,JUNCTION BOXES,AND DISCONNECTS.MARKING NORMALLY GROUNDED CONDUCTORS SHALL BE PLACED ON INTERIOR AND EXTERIOR DC CONDUIT, �S $ MAY BE UNGROUNDED AND ENERGIZED RACEWAYS,ENCLOSURES AND CABLE ASSEMBLIES EVERY 10 '� g FEET(3048 MM),1 FOOT OF TURNS OR BENDS AND WITHIN 1 h m LABELFOR INVERTER - FOOT ABOVE AND BELOW PENETRATIONS OF ROONCEILING & ASSEMBLIES,WALLS DR BARRIERS. MARKING PV CIRCUIT CAUTION:SOLAR CIRCUIT DISCONNECT LABEL FOR AC DISCONNECT CAUTION MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR PV MARKING CONTENT AND FORMAT S THIS PANEL HAS SOLAR&UTILITY CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,AND MARKING CONTENT:CAUTION:SOLAR 8 JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING CIRCUIT w. WARNING! POWEP, THEM.MARKING SHALL BE PLACED EVERY 10 FEET,AT TURNS AND S INVERTER OUTPUT CONNECTION ALWAYS SHUT OFF BOTH BEFORE ABOVE AND/OR BELOW PENETRATIONS,AND AT ALL PV COMBINER -RED BACKGROUND a DO NOT RELOCATE THIS SERVICING. AND JUNCTION BOXES. -WHITE LETTERING OVERCURRENT DEVICE MINIMUM 3/8'LETTER HEIGHT WE su EE. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE -ALL CAPITAL.LETTERS AT THE MAIN SERVICE PANEL: ( LABEL FOR MAIN SERVICE ENVIRONMENT(DURABLE ADHESIVE MATERIALS MUST MEET THIS -ARIAL OR SIMILAR FONT,NON BOLD �/ • REQUIREMENT) :: Ing O 5cr ( .rt• f. Lif2'S Good ,.� t c Ff I, e.; ✓\��rr 1 f� - '� =•, thank al Cl c P rnos(STC) '•. � '. .': a I. ,�'.' �. F'^ ':^:.:: s � 1f ��4f ix�� i , � �I min,��... .__,.-.-_�i u K_ ._....�...,. rely. r•_P �t k crtm d ivibmb: .i 4�„ CNt Y! __._....,_. t„ rycialt rAPP ml 9 INnPP1 �ii ,� ... " yyyy }�" �oFbu b j5G IS S mir-61 Me, I 96R •a a'k T' ._ t tNaH n 10na°3 �. ahm - :, ,.-. . �,. yy^�,•:. 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J 11Li Reliable Warranties Positive Po ve Toleanca n' f sta.+ds by its prod= ih the stre-th of a - r,prtandes dga'a.J quaky earl lar m ng to sow W cn-o�tmn aril sip 5 n 9 w-r nt5[+ci�.s '" rP,arum uuwmers of dha stated powerru[pt.ts.rf all _ LG otievs a 10 year product I n-ed vranraree and !0' e" modules,tvlth a positive nominal tolerances4vting at 0%. u ZS yearlmtt@d linear rugnt v:airanty. 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I _ T39M',z4ev. .. ..... �1 ....... . seao io iasv r loaao ca 2oav For North America ` Ma+.i+elawe.�ttpPt . .. slsa roue s3sa zow vA Z .' ............... 54 O�'t?C!N I 1a»,50 ruz4ov ' AC Ou[ V It R M N M4!I _ �+•� SE3000A-US/SE380OA-US%SE5000A-US/SE6000A-US/ ..........' AC Out. t V 11 ge M No M I , J i ! J ! ✓ i;,�„!i SE760OA-US/SE10000A-US/SE11400A US 211-240-2C4 t N arr C-d u-,oldpnt CR t 12 S 6 HI2 837 4 A I 9 2 1.. A.. UnIllyl t n& I tllgPele ([ raa17, fib b Th(e"Ids 36�41 •• Yes.,-• ,••• •• Y•.. GCS( Ih m 605 - - _ _- ... .. ... ,.. ... .. I !INPUT 24 204V { 4R Nt O6V .. w s..., M DC P 4050 ]00 G750_ff 9100• 02 0 2]3 GO V 36150 VJ 25 + r caaat7 - � 'N D I p t 4 IL� .325 h)2034 J 380 tia 40 I We C ...%: `l 1 aso.'•n _ - Max.urp'C r"a 95 13 If bs YU9V{ 1 -2i 1 33 081 -•• 34.5 Ad, y ., 35 5('249J f i 3 5 Q"74(1V I.............. $ N N J M I p ISh %C tC t 4' 4d m v�f to 0 le .-... ... 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I P - P L dd Rad { FMA137 60 +,Smafl,Ilghtwei ht and easy to In Stall:oh provided bFaCkeC _.. a tl ... ........... .. m n II UI ) p� w:eulftin module-level monitoring IX�u v .UE.xusuSJ. \tit._-r�,:.ma.sEtscw 8 r P 4 Internet connec-tan throw H• ..' ..: r �" cc.. ow �.nN rs.o I st�Epa :•,xu<, Wireless Fixed Voltage InVe ter U aC roDversion c J Outdoor aria indoor Instat(at on B only Pre-assembled Safety S litcN f5•(aster installation •Optional re✓enuc giade data,ANSI G12 S., 6 , .. st •........ : t` ... •L �°n- .k...-..+,.. �, ..da :�.,.. - w...t.-,.�.: a tY+Y AX—) USA-GERMANY-ITALY-PRANCE-JAPAN-CH111A-ALISTRALIA-THE NEE FHERLANDS^ISRAEL www.solaredgems ! a . k 4 vi r - f2 (itEEr XUN4CR: Ell u� solar° - ® o_ o o solar' SolarEdge Power Optimizer =` Module Add-On for North America P300 ( P320( P400( P405 SolarEdge Power Optimizer - -mm- PT D Y x Paoo Pa�o aulesl If.,high.p .er (f 72596 ell y—hn11, a r r Module Add-On For North America ..., 1 _J_pallmodW.si H, Ic>I ;INPUT --+ Rate 1.d pt t DL Pow2i1:��... .....�,.. ...,300......... .... 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Ayde.: r_•f QC Naxlnum Output .,.. ..... . , S3 =OOTPUTDURNAN _PO _ jI O RTEROFF) _fl _LCLD FM G C . nm z.r g PPower 3 �R SafetyOutput toe per P i �Vdr N an _ d hl t, STANDARD'COMPLIANCE �„� - - m =O a c y� hML f Cv�rtlS Clas R IEC610e0 2 IEC61oDn 63 $ Ld rD IEC62309 1(lass II f tY)UL17S• V 4 c .................... ..,. WaNrn S,m 4 RoHS yes N a _ , •m� •IAI STALLATION SPECIFICATIONS � � �� - Q� g u {6 - ., - Max um tJl wed 5 em Vo to 1000 { " . - ..•...•.3 n '.:.-- :_„ <:cr",, .�. #�...t.. _-'Q-,.. .`. -.:! _" . _„_ .:_.':: ' ,Y -. d "![DIOPNn r uPeornT,n ult.gpaetph,c.aCtt.stn,iowtoc.g:n,nn nl ne dr•seRe ulc,ndLt tvoeiicnrnr rggt techras.Cb.o.le..n.s.)...........6. .-............•.... 0737A05ll . . -4D ul ete6d/l� M41C1 45 8SFP hna e .•,„... lw HI 128 x152 t2x52x 3e5 i eI O .$ 522..z0.9. R, 9(,.....�I�.,..m.g�4n/lk.bFin... ... .. " OC ... O . ....... .... ........... ....: .......... .. .......... ....... Double ..... ...... .. .......... 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Fastmstailatiomwlt' using%e.bolt Next generation mamtenence with module-I_vel monitoi-mg 'S _ J Module level voltage ehmdavm for installer and firefighter safety ;„ ro aM .are_ ,.....,,�.,. .,...._...#..-: �.,:,...� _.,...�,.. ,....,... rr.�-y.t::.,... .M:.......-.... ryry .r..,...�.._�.: ,.a.... .....T.. .. _....._ - USA'- GERMANY ,TALY - "ANCE - JAPAN CHINA ISRAEL- AUSTRALIA WWw.so1arcdge.us � ,� �i„it � a " � '" • • µ � .. i 91EEr xaNBEli E12 t�h i t i o®�UNI RAC 77 wM \( Ir 0°°UNr1R�AC �� p' anual �Solarbloiilif.1'nu�acCoduCori kanrinstallanort.'��ll4 SOLARMOUNT Bums 1 Part III.Installing SolarMOunt Part No.340132C,310132C-8,310168C,310168C-B,310168D 310208C,310208C-8,310240C,310240C-B,310240D, The Unirac Code-Compliant Ias'talla[ton Lns[ruccions suppprt appficaTlons for budding permits for 410144M,410166M,470204M,410240M pho[ovgltaic arrays using i,mracPUnodule mounting systems. },w„ This manua],BolarMountPlanning and,Asse'ml la,governs mstallaU using the SolaiNtount and Properties units SOLARMOUNT SOLARMOUNT HO SolarMount FID(Healy Dury)systemsl . Beam Height In 2.5 3.0 t3.1.1 SolarMount®tall c6M06 lei tsl Approximate Weight(per linear ft) plf 0.811 1.271 0 { Total Cross Sectional Area in' D.676 1.059 Section Modulus(X-Axis) in° 0.353 0.898 tD� n IrA 0, Section Modulus(Y-Axis) ins 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 rq ts ' x`„�'` .:• - Moment of Inertia(Y-Axis) in" 0.044 0.267 C Radius of Gyration(X-Axis) in 0.289 1.170 c N c Radius of Gyration(Y-Axis) in 0.254 0.502 fYqurr4Saf¢rMounrsranrti±id radrampdnen(a. ^� tD M= ' 'Rails are extruded using these aluminum alloys:6005-T5:6705-175,6061-T6 0 Rail-Suppnris PJmodi&s.LsejSw peetgwor lnduites3 6 a '1'bolC wlFh loekweeher forai(.6ing a0 p Z modules:6105-'1 S alummum e_xirus on.an6drzxd, L fod; 1 lashmgs lls one per standotf Urdrac:offers- g C $ app[psna d shidgs im lwth standoff ryp3s: s x `� " `�' - -:> a. 5, _ .. _ _ " Aa ispl ce-louts an 1 aligns rails sm io o S ngie Note:There is also a fiange t`,peitandoff that.dobs not' - p 00 lengdl of rml.'It can fog)i eliher.a ngro odtlierdral; reii(iire an L-too. C� `- 'expo sinnjbiitt,b hwh<slong,Prednllzd.G70aT$: 0 Aluminum iw^n-peice siundofP(9 an14") -Use one. _ Q 'ejtn nn1 n extrukon,anodued, L-'roo 'Ikoa prec 6105 1'5 alunanum extrus bIr„ tF- in l,Wes 6 v 3 41serruwd flange bolt vurh&FDM• - U SLOT FOR T-BOLT OR i.i2B W y rasttcr fat attach_tg I i or undK q S/16'la1 bolts:. SLOT FOR T-BOLT OR 3 ;Self d ill ny sere J (No 70 x ) l.sc A:peE tlgitl: t�"HEX HEAD SCREW t splice 9r 2 pee expo u o tot t Gat inizedst el. �"HEX HEAD SC -T � ®Lag.screw for tnfooc�S/16")-AtachtssM.3.fifiq - d rafrci. 2X SLOT FOR � SLOT FOR �!,-foot Uae'o>e 2 a1301:har througleruorng - BOTTOM CLIP BOTTOM CLIP man ralto build gsn wrure-orstandofis„Ref rto_. + ;Top-M i ring:Clarttps: 2:500 aedmg c.bIgs Eo spanrg foie Fle x.dpgract Ungar, 'for use end spec fie t or ofd>uble.L fdr t:: 3.000 ®Top A9oun[ing Grounding Cliffs and Lugs: T 1.316 --77-- 4y L�foot bolt�316 ¢k ) LSz on pert fon ins u.ei - I § m 8a t to L tour�304 sin ti s steel - SLOT FOR / m a Insta3lr.r suppllesl tneteriats 3�„HEX BOLT O SLOT FOR 1 385 -flange nu[(i8'} Use onrpe L t,-co secs a rod:y L g;sere [or L flat Att che54 foot orstandpff to 1/s"HEX BOLT ;L-toot 30+'zainless sreeL ttr"uos'IfLm,tlitl l,ea i ex ssadto elemennptdl- 3B7 .ILIA A a ur eidue if lag scieYi he dts`xposed,o elements usr, eCe stai."ess 4[cl Under Bash ngs,zinc plated hardware rs ' •75 1.207 6 m �tFlutrop standoff(op no aD[36) Uae of Lfrsnr. adouatc. - - ;hbl.cannodbe.secureJ direciCyroraf ,,(wirh the dr - Y - Y _ shake aof foraxa nplei.si; o rni a mze roor ip: A A Waierproofroofings,l t Usea sealant appropriate; ' : iail spa t g Ls4o ep rLinern One pl ce:;Sennec _ ►X - ""'X [ your rooh arria{e al Cnnsuli�inh the cni;i anJ o °y :Gond uon 4(very c, iel tine pl led-weld-cyt s teh. p SOLARMOUNT Beam SOLARMOUNT HD Beam Curren ly pTot dingwar anry ofrvofing. � S 14' - - Dimensions specified in Inches unless noted ...ur. ..£. - - . arearxuweea E13 ,T � IY � fYYL�a. idr;;Y Y:.G uy:..dw.wxnW.r..>S�s,Nv3f�[,w:a5a:.nwtl .-nSnYl n, � �., - [C21 17•"'eu>Vf 4.1,JJsuY�nG �oAw*w>a+P5 Ia,lnG.w]aFe,+.u>u�c:oc4M un..S tof a T� YaaM9N 1V3stl .Z f � -V w JxIN tN alyvl4 4. 9 I N �3 N vrwy V a41eu 4teau,aPun aGpa GtilPvxl payasvu uap,-1, _ adolsdnea,e PUP.ou ylus 6u14s¢d llelsu!ay'£ �a m zg . stool Pw!n as Z. . • 2< n, , u 1 to r I ,a45i`M 66 k'BI M£FaPsP94lUda 9le'9 E I ;al3ape+a IFo Ul J ay S Z611 Z b 'D - ...----...,^. n.� F 4uY4 y a9'IZN - � (dais ul Pa,salpaweislP yl 6ulgwu P 06Pa 6upoall lwWua 15Mpe! 51P Eulule W'll i�(¢9ua ''1 w Altuelsp ,eAlleya3¢WI ItdVP•tU oN wnl %Ie u sa +- yrtY e a,.s yts sa,ewteynou,A Ina pue 6wyseHawwal,•z a6p 6uIP 119un sal6Nys,apun do F.u!ysea apll6•L m ; •t'Zgw'assyio1 PaPaaN sIWII WA -+ � avnaa alb IVs saddn ul INsi!yGu!yseH)n a6pa Ou!peal uaym luawlM(pe lln Paa+q asn, 0 p� slePaleW Jo II!8�—IA MP&d Papoldr3` aP!n9Unpad.-139„03 ualsejuaau7 ua!1P 1ul�o le{lelsul •^.� ....._.,.._....____ apm�,.YnW+d-li9_ua:.se�ia - 3.p0V0P ��A ?}! i'e spk'+W,`Nr:.w.^JYro�yM. - a:..wi� - Y 3w.:.!. 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I� 4t Ilya+¢B IIo961LL'4 , IP>�L aN41cI1dRIIIKI l iew'wHsal.eduaa+U yaea,nJw Usndun4eU¢tsu! � } '6uh1 H lsf aa9y as{uollrsad uwv i --I { avta,>w aNu!e,.„a.p4�lea.«l,avd¢4tpue;+aye,agla,:aal.l ---- T.__�_ ��_.�I � a4l aye uol sal Ileata P Yles Ozpoy duos P�Ye S,a1)a,itll E 10 -'er. 4 � `i .. pig "'^^w••• -v �` w. d + 7aapeJB uo ssa+tlwo�y;,Msuo 3+misul uopepelsul aP!n93onpad-tjJ,uatse uaa+q! - 3 >el �y3lMsuo lan+isul uolelleisu s . d a>f 8umssa+dw0 I I I P!n!)MPoId-IdD_ualzeduaalD�', a ` I Sign Envelope ID:1CSC7C59-75A9-46AD-BB14-A80F99BA8BC5 'a lit Home SOLAR P® SYSTEM WER LEASE IL Between NRG Home Solar and Michael Donovan Dawn Donovan DATE:September 29, 2015 TERMS AND CONDITIONS OF YOUR SOLAR POWER SYSTEM LEASE Estimated annual kWh Consumption Year One:10457.00 kWhs Pdorto Solar. Property Owner: Michael Donovan Dawn Donovan Year One:9404 Wits Estimated Solar Electricity Output: Tenn(Mears):167317 kWhs Emafl: michael.donovan4@comcast.net Estimated Solar Electricity rate per kWh: Year One:$0.18 Phone: 000 Fax: Monthly Lease Payments: Year One:$141.11 per month,for 240 total monthly lease payments. Lease Escalator. 0% Property Owner optional Buy Down Payment: $0.00 Mailing Address: 1188 Shootflying Hill Rd Street Address Line 1 Total Lease Payments over 20 years: $33866.40 Street Address Line 2 Each year we will measure cumulative production and reimburse you for Centerville MA "` 07632 Performance Guarantees underproduction according to Exhibit 4.You city state -Zip will not pay extra for any surplus energy •roduced by the system. Installation Address: 1188 Shootflying Hill Rd Amount Due at LemSlgning: $0 Street Address Line 1 Street Address Line 2 Dellmiy/Instialletlon Fee: $0 Other Chaors(not part of your monthly $0 payment,If arty): Centerville MA 02632 city State Zip Amount Due at Delivery(production $e date): F Otto Insure the Solar System: $0,see section 12. NRG Home Solar Lease Quick Facts You have the option to purchase the Solar System at the seventh(7th) NRG Home Solar insures,maintains and repairs the Solar System at no additional anniversary of the Production Date or at the expiration of the Leas_a Term as cost to you,as described in the Lease. described in the Lease. NRG Home Solar will monitor the Solar System at no additional cost to you,as If you move,you may transfer the Lease to a purchaser of your property or you described in the Lease. can prepay the remaining balance,as described in the Lease. NRG Home Solar guarantees the Solar System's kWh production,as described in the At the end of the term of the Lease you will have the option to:renew the Lease, Lease. purchase the Solar System or request removal of the Solar System from your See remaining sections of this Lease for other important terms. Property as described in the Lease. The monthly Lease payment does not include taxes,if applicable.See Section 2.3 for more information on taxes. Description of Leased Solar System The Solar System is a 9.9 KW DC(STC)photovoltaic system,consisting of photovoltaic modules,inverter(s),mounting system(s)and monitoring system(s) 1000 N.POST OAKROAD,SUItE240,HOUSTON TX77055 l (P)800-757-6527 l WWW.NRGHOMESOLAR.COM Lease Number 110-0049270460-NST-NSTARI;Lease Version.01 NRG Residential Solar Solutions LLC,d/b/a NRG Home Solar,is a wholly owned subsidiary of NRG Energy,Inc.0 2015 NRG Energy,Inc.All rights reserved. Doc .sign Envelope ID: 1CSC7C59-76A9-46AD-BB14-ASOF998ABBC5 requests, modifications, or actions that impact your is due to loss or damage caused,directly or indirectly, by Lease or our Solar System. any and all HOA related action(s). " d. The first sentence of Section 12.1 shall be 3. Amendments to the Lease amended to include the following language at the end of The Lease is hereby amended as follows: the sentence"or caused,directly or indirectly,by any and all HOA related action(s)." a. In Section 3.1 item (d) shall be deleted in its entirety and replaced with the following, "(d)completion e. Exhibit 4, Section 3 will be amended to of real estate due diligence to our satisfaction, which include the following language to the end of the first shall include but not be limited to confirmation that your paragraph, "unless such underperformance is due to loss Property is at least 300 yards from any golf course and or damage caused, directly or indirectly, by any and all completion of an on-site engineering inspection to HOA related action(s):' determine whether your Property is suitable for installation and operation of the Solar System; and (e). f: The second sentence of Exhibit 4, Section 5E will your confirmation that any and all costs, repairs, be amended to include the following language at the end modifications, moves, removals or damages caused, of the sentence "unless such underperformance is due in directly or indirectly, to the Solar System, requested or ' any way to loss or damage caused, directly or indirectly, required by a Home Owners Association (HOA) will be by any and all HOA related action(s)." your complete and full financial responsibility to remedy." g. The second sentence of Exhibit 4, Section 8 b. In Section 5.2 the first sentence will be = will be amended to include the following language at the amended to include the following language at the end of end of the sentence "unless tiTe Performance Guarantee the sentence "including, but not limited to, any and all is breached due to underperformance that is due in any loss or damage that occurs to the Solar System caused, way to loss or damage caused, directly or indirectly, by directly or indirectly, by any and all HOA related actions. any and all HOA related action(s)." In connection with any and all HOA related loss or damage,you are obligated to promptly: (i)report to NRG h. Exhibit 4, Section 9 will be amended to HOME SOLAR such loss or damage in writing and (ii) include the following language as the fifth bullet point, repair such loss or damage at your own expense. "if the Solar System does not generate its estimated Further, should you fail to promptly repair such loss or output due in any way, in whole or in part, to loss or damage;NRG HOME SOLAR will do so on your behalf and damage caused, directly or indirectly, by HOA related invoice you for the amount of such repair." action(s)." C. In Section 5.2 the second sentence will be deleted in its entirety and replaced with the following: "NRG HOME SOLAR will bear all other risk of loss and damage to the Solar System unless such loss or damage By signing below, I confirm that I understand this Notice, Waiver and Amendment. If I am part of and subject to an HOA,I understand that I am bound by this Notice,Wavier and Amendment. Property Owner/Custogler Name; Michael Donovan 5" acuS(gne y. Signature: _ Date: 29 September 2015 6584¢FZF3F�04AA.,.. - 2 41 YOU WISH TO OPEN A BUSINESS? for Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO according to M.G.L. - it does not give you.permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, F,I., 367 Main St.; Hyannis, MA 02601(Tovvn Hall) and get the Business Certificate that is required by law. - t Fill in please.. DATE � �� APPLICANT'S YOUR NAME/CORPORATE NAME G HC,'t o `j BUSINESS YOUR HOME ADDRESS: I r J�=� ,u1 A- �2 �7 .ro TELEPHONE #. Home Telephone Number NAME OF NEW BUSINESS Gj�-� .L L„1� rr`21 TYPE OF BUSINESS ^r�� IS THIS A HOME OCCUPATION? ✓ YES NO ' C�� Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS It 85 1-��1 ' to I-(,11 a�, MXMAP/PARCEL NUMBER � q O - 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. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate, your business in this town. 1. BUILDING COM R'S OFFICE This individu I ha b n iafor e of y p rmit requi ements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION RULES AND REGULATIONS. FAILURE TO M M E N uth i d ignat ** COMPLY MAY RESULT IN FINES. � Lat t � 2. BOARD OF HEALTH This individual has been i rme of the permit requirements that pertain to this type of business. a Authorized Signature** MUST ALL COMMENTS: !FtA7ARD0US MATERIALS REGULATIONS' 3: CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: J Town of Barnstable �ofIHE rok Regulatory-services Thomas F. Geiler,Director t ]Building Division + BARNSTABLE, MASS. $ Tom Perry; Building Commissioner �ArE�MA�a` 200 Main Street, Hyannis, MA 02601 ayw.town.barnstable.ma.us wy Office: 508-862-4038 Fax: 508-700-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: `��"1 I•Zo�\ Name: G�-( �S"(Z� � _ �c3±Jg j AA A J Phone ff: S_'�'�') 3(9 O 03 Z O Address: woe t k(i\1 eo d8 Village: Name of Business:_C C l- n__=s c� -t-�o__ Type of INTENT: It is the inteut of this section to allow the residents of the'Poi•Vn Of Barnstable to operate a lunne OCCLipahOn iirithin single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance;provided tllat the acai\4y shall not be discernible from outside the dwelling: there shall be no increase in Poise or odor; no visual alteration to the premises Which WOuld suggest anything other thaii a residcntiail use; rio increase iti traffic above tiormal residential Voluii)es; and no increase in air or b�roundwater pollution. After registration i\iflr the Building hispector,a customary l)onae occupation shall be perruitted as Of right sul)teCt tO.tlte following conditions: • The activity is carried oil by(lie pernianent resident of a single family residential divelliug unit, located Withift that cl4Velling unit.. • ,Such use occupies no more than 400 squau-e feet of sl ace. • There arerio external alterations to the dwelling-which are'notcustomaryiu residential buildings,alld there is rio outside evidence of such use. • No traffic iigll be generated in excess of liomial residential volumes.., • 'File use does not-involve the production oft)ffeusive noise,vibration,smoke, dPstOr other particubir matter, odors, electiical.disturbanc•e,heat,glare,hur iidity or other objectionable effects. e These is uo stowage or use of.toxic.or lialllr(IOLtS inateriatls,.Or flarianiable or explosive materials, in excess of- normal household quantities. • Any need for parking generated by such use shall I)C.fllet on the sataie lot containing the Customary Heine Occ•upation,'auuf not within(lie required`front yard. There is no`exterior storage oi•display of materials or equipment. • There are no commercial vehicles related to lie Customary Home Occupa(iou, other thau•nrie Van or Otte pick up truck not to exceed one tot)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 sigh shall be displayed indicating the Customary FIoriae Occupation,. • If the.Custoniauy Home Occupation is listed or advernsed as a business,the s(rect•address shall no( be inc•htded. • No person shall l'ie employed in the CustOniaiy Home Occupatioi) Who is not a penraauent resident.of fie chrellirrg unit.. 1, file Undersigi e►, la read arid agree \sith the above re.strichons for my honie occupation Iani registering. Applicanl: Date: e s Assessor's Office(1st floor) Map 1910 Lot D - ermit# Conservation Office(4th floor) 3 t� _ ate Issued — 5 Board of Health(3rd floor)(8:30-9:30/1:00-2:00 < &d• Engineering Dept.(3rd floor) House#1 fa! L' yhad i tr1 WaJJ U L`al ^ � I la g De t.(1st r/ of A in. g.) EMSTALLE �_ ' 1A SCE e PI A p ved b a g Bo r 19 W1 VIRONFA DE AND TOWN OF BARNSTABLE 'TOWN REG SONS r r^ Build4 Permit Application Project Street Address Village 6fjV T {co I Q , Owner ( v" Address f Telephone Permit Request s/w( M Total 1 Story Area(include 1 story g ®mks) 0 square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ 1 /000 Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type 5�'A'r,-, '?ea 1 in a r-alu n Commercial Residential Dwelling Type: Single Family X Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds ® ) Other To ee `!' I)t 6 4® Builder Information ( ` Name — - Telephone Number Address rj( ? License# Home Improvement Contractor# // � p Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 9/// BUILDING P / IT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMITNO. #10269 fi DATE ISSUED Sept 12, 1.9951-- MAP/PARCEL NO.y 190.098 ADDRESS 1188 Shootflying Hill Rd., ' VILLAGE Centerville, MA 02632 Edw.Souzafi & Donovan, Michael & Dawn Trs. :r s OWNER c a r DATE OF INSPECTION: FOUNDATION FRAME , INSULATION • i FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ` ROUGH FINAL • GAS: ROUGH FINAL i FINAL BUILDING DATE CLOSED OUJ, ASSOCIATION PLAN NW-ii The Town ofBarnstable Department of Health Safety and Environmental Services Binding Division 367 Main Strw Hyannis MA MWI. Ralpf OM= 508-790-6227 HmZd Fos 508 77S 3344 � For affica�only , • • Piermit no. Date AFFIDAVIT HOME nuROVEMENT CONTRACMRLAW SUPPLEMENT To PER nnTAPPi1CATwN MGL c 142A requires that the" 10!'-" ucuon,alt�ioas,rzaoratioa, °�o� WiVcmcnt, n=mal, demolition. or oo oa of an addidan to any P M= c building containing at least one but not more than four dwelling units ar to sunarr which=: to such residence or building be done by registered oont=Ms,with oasaincccqnkM along mi, Type of Work: w `Yl'�m i ��75� C Est.Cosh ` /Address of Worn: I 1 a -fl, LP /OR•ner.NamE ate of Permit A Trficuion' I heszbr ccrt&that: Resistration is not required for the folIosing r=son(s): Work excluded by law • , _ � � TobimdeTSI,000 Building scat awarroocaPtod Notice is hccbY gh=that: OWNMS PULLING THM OWN PER1VaT OR DF LING WlTfi iJNRE ACCESS T FOR APPLICABLE HOME MMOVEMENr WORK DO NOT HAVE ARBITRATION PROGRAM OR GUARANTY FUND UNDIIL MGL c 142A SIGNED UNDER PENALTIES OF PE M" 1 hcrcby apply for a penan the agent of the Owner. � f8G #0 Dau C. OR ' m� c �bka a hqllday an Yourownbackya§djD D hS .D ioma AFKO -71 BAHAMA RECTANGLE w, W BAHAMA FULL-L y BkHAMA LAZZY-L Ad ro `i ��JGgt ?ix i - u MaKc, 2 Flo RAMUS Engineered to improve water circulation and designed to 3 enhance the overall appearance of your swimming pool. FULL 10' x 10' RECTANGLE LAZY L SHALLOW END ALSO AVAILABLE 10' x 12' tx ti 2' RADIUS CORNERS 2' RADIUS CORNERS 2' RADIUS CORNERS SHALLOWEND 14' x28' 16' x36' 14' x32' 18' x41' 14' x28' 16' x36' 16' x38' 16' x 32' 18' x 36' 16' x 39' 20' x 42' 16' x 32' 18' x 36' 18' x 38' a 16 x 34 20 x 40 16 x 34 20 x 40 20 x 42 Affordable ... Select Your Shape&Size... The Kafko Pool affords you a Kafko's numerous selection of whole new lifestyle with hours of shapes and sizes allows you to fun-filled entertainment for the create a luxurious and inviting .. whole family just steps from your setting for many great get door,day or night. togethers. Health&Exercise... Planning&Design... p 1z Today the emphasis is on Health With the help of your professional and Exercise.A Kafko Pool offers pool dealer you and your family will you the opportunity to develop a be able to design a backyard that d r m fitness program for the whole will both beautify and increase value & family. of your property. eatures RIVETED POOL WALL CIRCULATION PACKAGE ._. The Kafko completely Riveted wall 'U° system is an innovative method of s—u- wH o THROUGH THE WALL manufacturing.The PATENTED Wide mouth skimmer with No WATER CONTACT WITH POOL WALL Riveted fastening system replaces patented flow control vacuum plate and oversized - " the welded panel. Riveting does not destroy the integrity of the galvanized collection basket. For added coating. PANELS are made from 14 strength each skimmer gauge steel with a Z-600 galvanized coating. R;IV EIT� comes complete with a . a® p skimmer support. SHAPED POOL panels are pre-formed at the factory, not on the job site. There is no heat applied in the riveting process eliminating distortion, RETURN FITTING resulting in consistent quality and true radius panel.The double 1" (Z) design WALL BRACE makes the Kafko pool panel the strongest in Spring loaded, easy adjustment, minimum of two on each the industry. pool. Notched ADJUSTABLE A-FRAMES are used for strength and perfect MAIN DRAIN alignment of steel walls. They are built of the same corrosion-resistant steel walls. The main drain provides water circulation from the deep end of the pool and can be used to lower the water level The Kafko Optional DOUBLE A Deck Support System is engineered to for winterizing. support the deck around the pool.This system adds strength to the pool wall and helps support the concrete deck. PATENTED SNAP-LOCK COPING COMPUTER DESIGNED LINERS RLIE p _ The Patented Snap-Lock SN Our heavy duty vinyl liners are computer designed and manufactured = Coping is offered in P.V.C. or in our own facilities ensuring an accurate fit. Kafko liners are made of aEuxExpLw Aluminum and assures the pure virgin vinyl and are algae resistant. Kafko liners are available in liner is locked into place. beautifully printed, plain and border patterns. Custom replacement 8EApl5 The Snap-Lock Coping liners are available upon request. allows you to bring the LOCKf concrete deck to the edge of NOTICE:The manufacturer,Katko Manufacturing,makes only those representations which are stated in its written warranty. xsTAwex your pool. Any other representations,statements,or contracts made by the dealer and/or the contractor to the customer regartl i ng any 7 materials produced by the manufacturer are attributable to the dealer and/or the contractor only.The dealer or contractor who STEEL WALL - sells p ifi installs your pool s an subject o nt contractor and tic. agent u employee of the manufacturer.poliyfSNaP" The specifications and design sub,ecl to change without notice.The manufacturer maintains a policy of continuous uxER mprovement and therefore reserves the right to change specifications without notice. A SHOWCo \ Not all features shown and/or tlescr bed are standard Be sure features and equipment required are listed in Dealers contract. wsfp..,e KAFKO MANUFACTURING LIMITED KAFKO MANUFACTURING (N.Y.) CORP. KAFKO MANUFACTURING INC. 1231 Kamato Road 171 Cooper Avenue,Unit 106 5252 Snapfinger Woods Drive Mississauga,Ontario L4W 2M2 Tonawanda, New York 14150 Decatur,Georgia 30035 Printed in Canada 4192 O \\\ OOKI a I s i Aicture a clear,sparkling,inground 6 swimming pool right in your own back- " 71 yard. A place where you can lounge and relax,leaving our daily stresses behind. !09v Where you can escape the heat of the summer sun,and entertain family and friends within the comfortable surroundings of home. /AAar. t V r _ j 1 E o 'Nr 1 a0#vrrR� " >_ 4 a 11 t Gly your imagination limits your u. 4 ability to create a gracious outdoor pool environment you'll look forward to h coming home to. And,when it's com- plete,you'll find your in round pool to ' -" • . - '' l .� be durable,easy to maintain and built to s stay beautiful,season after season. IV . j r + + 14 4 VP '4 4 ��rlo—osethe'size and fiape of your ,,inground pool,to enhance the size and shape of y our property and eflect your A + -individual tastes and'lifeqyle. And,take advantage of the added benefits of the features and optiohs available—diving board Walk-in stairs,ladders,hand rails I- and safety ropes that create the finishing touches for your pool U 2 AN6 W AP 4P A r ach inground swimming 4 p0\01 carries a warranty on both the,structural components and h providesthe vinyl Iii lasting, leakproof profection,for the pool interior. A built-in,automatic surface skimmer helps keep the water clean and pure,leaving you with little to worry about. ar inground swimming em D 0 0 070 a& You U&M* A" D pools are constructed of sturdy, _4 14-gauge,2-ounce galvanized steel panel- 7 For more information contact your local professionals. ing. The strong,economical steel walls are protected by a rustproof zinc coating and supported by steel,A-frame bra6ii—gT1iis-,,,' heavy duty construction ensures that your pool will be able to withstand the pressure of the tons of water that will fill it. Manufactured by Cardinal Systems,Inc., Rt.61,Schuylkill Haven,PA 17972 ,-:Super Star-Clear Cartridge Filters x , ,. "•,�.y r0nmr— I I I I A , 1 - . - •• '•1.7•I:•' 1 - 6•i"•i� �nx+ <$it `� >ni �wd P lit w�Sx �n 6^ . • C10MC09V • _ • • • w SPECIFICATIONS—Super Star-Clear Series Cartridge Filters FILTER TYPE: -Quad-Cluster TM cartridge element CARTRIDGE: Reinforced of_ester FILTER TANK: C-3000 -Injection molded DuralonT"" C-3000S-Seamless type 304 stainless steel +i PERFORMANCE RANGE: 60- 150 GPM* hlllll iil,I,+ CONNECTIONS: 11/2"union inlet and outlet connectors ��lil�llli!li I' pii II (11/2"Skt.x 2"Male Slip) DIMENSIONS: C-3000— 361/2"H x 23"W 927 mm x 584 mm ( ) C-3000S—35"H x 19"W +I, (889 mm x 483 mm) � tPllll�r,.k al�;it ��I , • PERFORMANCE DATAali� 4 FILTER AREA MAX RATED POOL CAPACITY(GALS.) FILTER (Sq. Ft.) FLOW(GPM)' BASED ON 8 HR.TURNOVER rll 60GPM @100GPM 150GPM ' ' R' ' C-3000 ��300 150 28,800r 48,000 72,000 - C-3000S 300 150 28,800 48,000 - • •• • • • Limit 1.� IN 'Flow rates above 80 GPM are based upon 2"connections and piping. • • "• • • • • Flow rates above 120 GPM are not usually required for residential pools. i- • - • • - • • i- o • D POOL PRODUCTS, UNCo Hayward Pool Products, Inc. Hayward Pool Products, Inc. Hayward Pool Products Canada. .,.Hayward S.A. ° 900 Fairmount Avenue 2875 Pomona Boulevard 6597 Kitimat Road Zoning de Jumet Elizabeth, NJ 07207 _ Pomona,CA 91768 Mississauga,Ontario L5N 4J4` ' B6040'Jumet, Belgium 01990 Hayward Printed in U.S.A. 0 O VATJ o - � S ow---_Star ClearSeries CartridgeFi lie rs ._ AU HaywardSuper � � gefilters Star Clear�cartnd sestablishnewrhonzons in high pErformance andoperatng,convenienceUt�lizinga�cluster offourre saw lepolyestercartr dge elements, they prov de300 square�feet ot4haavy duty .� a �n "gig to dirtholdingfcapacity;and to g, to fil ,r y: cycles uptoanentireseasonwithout A9a E e 99 r ;. Fc anin Av ilable m° echoic f ru dam; in ection molded DuralonT"'�or machine- . ,. r. ` . tpolished stainlesssteel V.; these corrosion- _ — � , �, proof�filters will provide:years of,,trouble-free operat on and crystal,clearI Opal ng water. n. e � _ s ; F ..t L P ot Y S tt � P _ I F k C-3000 v ,, +. 3 • Assessor's Office-(1st floor) Map Lot j Permit# vRto Conservation Office(4th floor) 9S� Date Issued (� 9 5-- Board of Health(3rd flo_or)(8:30- 9: 0/1:0 - 2:00) , � �� - Fee 0 a Engineering Dept.(3rd floor) House# 6*-I NE Planning Dept. (1st floor/School Admin. Bldg.) 'D SEPTIC ST BIE Definitive Plan Approved by Planning Board 19 INSTALLS n LIANCE TOWN OF BARNSTABIM,moN ENTAL CODEAND Building Permit Application AWN,RE0ULATAp C,s Project Street Address Village Owner 01T-C,kc.Q.� t�/�y�;b�ptann, Address samuL Telephone 1'��►�,p� Permit Request SQ rrSc�✓, Q,�c��.- r.1. iz • a(C t 1-1,4 Q X(?- Q.QiGc F. Total 1 Story Area(include 1 story garages&decks) a`'I square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use t Construction Type L-;>00 O. Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure JQ ,gyp�,r Basement Type: Finished t Historic House Unfinished Old King's Highway Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information l Name c f—��,s�e/G, Telephone Number 71 3 ISc.a= 1 Address 106 License# l/J'1Q �itk Home Improvement Contractor# Worker's Compensation# 4P0062/l0Q, NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (9/Z z-, If BUILDING PERMIT w4ED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. #7269 F DATEISSUED 06/26/95 , MAP/PARCEL NO. 190.098 ADDRESS 1188 Shootflying Hill Rd. VILLAGE Centerville, MA 02632 ' OWNER Edward Souza & Michael, & Dawn Donovan TRS ' DATE OF INSPECTION: FOUNDATION FRAME _N :'SE C NEE 8 J 95 R, S INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL s ' GAS: R©UG# FINALRl ' r FINAL BUILDING "` I DATE CLOSED OUT =7, - , ASSOCIATION PLAN NO :, 1 G'v�wry - . Sh�ooT re-Y".� F - . �,,/�L /Za 4 ,0 - �v' IVJDE' ch I W I. � 1 417t I7t Z sroit Ammo - 7.r 7 IOFCX ,9/ 0 _ 0 L _ -•I�d O O V r.b?2- - - Lo T Z CERTIFIED PLOT PLAN /VorL: Ts/EP/LoPE�¢TY SHaw�J ,CoE,s Nor /4LC LOCATION//,S�SHa?fF�Yi!vFH�[C/Zo.CEn�tVitcE. -4/ .' J A N/� Jg4z /Zv Fi.vvo Zory � * ./n_ /O 86 H �4 E- oti� r�) SCALE . . � .. . DATE .7/- V. . . . . . AS.S/7VW.AJ ON eOMMVJVf'ry PAO✓OL 40. Z.S0001— PLAN REFERENCE�e30v!s 1 )v^1,? ,l1 09F L4;!'`' - inl C�tirFgv�ctt�.8q,¢wSn4atF!�?�ss. Fo,tt Dl�t!tgN:GR�NE-,S,v/2vFyo2-/fr�g�<s � ...N OOF M' '4 IyI 's. •see.PA,,t%g K• /77 PG. fe 9. . I CERTIFY THAT THE C .ST�IIL/C:QW E L -4 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND • /TON y� AS SHOWN HEREON lo.17030�Q (; G�ST�R yOQ' 7 �N0 SURV� DATE ,?/� /a�! PETITIONER: .. . • REG. PROFESSIONAL LAND SURVEYOR } Assessor's map and lot number .......................................... M93T-BE`'�)L o '0 6D,m ` t INSTALLED IN COMPLIANCE Sewage Permit number .. ... ... 11a ITH A7,TICLE 11 STATE i SANITARY CODE AND TOWN y�i TN E TOWNTWNRT®F B BLE i BARNSTABLE, 9�0 " 9 _ • .e�0 am Ar. BUILDING INSPECTOR Jf/�JJ�' (�//J \p/Imo(/ (!(/./��/�•R APPLICATION FOR PERMIT TO ..... ............. ............ ............... `. :....... ."�r`........................................ TYPEOF CONSTRUCTION ...... /. , ...;........... ................ .`....0...: ..................................................... ,r .. 1....1...........19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: � Location ....f� ..... .0 ................. ... ,�!. . A .... vu C� � ! . ProposedUse .........................' s ............................................................................................................................. Zoning District ........ .................... ...... .................................Fire District .............. ........................................................... .... Name of Owner. ✓ .Address�lt .. G"r r, .. Nameof Builder ... ..... . ...... .......`..........Address ..... ..........................................L ................ Name of Architect �....8...:.... .....................'....:...Address .....:�...... .............. ..... .,+ ......... .....:.............. Numberof Rooms ................. ...............................................Foundation . .. ...... . .. . .......:......:_...... ... . ....................... g® t //./ .........:.Roofing Floors Interior .... ".... ..:: ......................................:.............. :... 4 Heating '.....:......................................Plumbing .................................................................................. Fireplace .........: .......Approximate Cost Definitive Plan Approved by Planning Board --------------------------------19--------R Area 0# ....o ... . .. ` Diagram of Lot and Building with Dimensions Fee ................. ........................... SUBJECT TO APPROVAL OF BOARD OF HEALTH oLx I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. m .. ..... .............. ....... A....... .. .. °..... � ! ` Mar~ - ' - � + �� No ��. --..�+�s��' ---..��. ........................... Location ......2.188.. . .Hi�L.%omwd Centerville . . —.-----.........r�:��r��.._-----'---'' ^ ' (]vvnar ........Ra m _ .. ar ..8r°___ ' . Type of Construction ------.��---.. . . 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I (5W)7W7033 CHECKED BY DATE . : ; : : : . . : : . . : . . �: a ; � ; : ; : : . q ; : . : � : : : . : . : . � . : . ; ....-...............�...........v............. : . . �....�.......;...�.........: ..:........... ; : . 9�... ..:.......�....: �.............:......�.....- �.............1........�.....� .':..............�.............;....-...... � . : : . . ; : ; : - ... ; -R.0 .... I .........:.....__.:....l:_......................;.....�.....................:........�....�.............;...... ...'c . a : t . 1. : ! ............. . : ; : . . : . : . . -.....- ...�. I - 1. . : : . . . : : . . . : . :..............� � ... :4 I . . : : ; : ; : : . . . . . : . : . � �.....�.... : I : : : : . : : : . � : . . F"***' . . ; . : : : , . : : : : : . � I : . . �. : : : . � . : : : I . ; : . : : p : � � : : ; � : . . : : � : : : . . .. ; : 7 : : : : : : . : 'ILI- P '' :. I : : : . : . : :: ....: : � : . : ; i : . . � : . . : : : � : ;" : : . I p I CALE- . : . : . I I : . : : � : : . . : . � : : . : : : : ; : � S I I : . : : I . . . . : . : . i . . I . . i i : . I 7 : ; : I �'PAM'_'..'__..'__./.--- -7 � - . . : . . . . I -. - I i 110 NIPH EXPOSURE B WIN®ZONE Table 2. General Nailing Schedule __.._._ of -Nall S acin JOINT DESCRIPTION DESCRIPTIONNumb er of Number Common Nails Box Nails Roof Framing Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end Eim hoard to Rafter?End,nailed) 3-18d each end Wall Framing Top plates at Intersections(Face-nailed) 4-16d 5-16d at joints Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. Header to Header(Face-nailed) 16d• 16d 16!�o.c. along edges — Floor Framing Joist to Sill, Top Plate or Girder(Toe-availed)(Fig.14) 4-8d 4-10d per joist Blocking to Joist(Toe-nailed) . ' 2-8d 2-10d each end `\f_c Sl�t�s3_GtE� lU.Wltr•Q JR�f� P3lockin ,to Sill or Top Plate(Toe 3-16d 4-16d each block 9 - - - - e h o - _ - each tst -- — _ 1 6d � _. Ledger Strip to Beam or Girder(Face nailed) 3 16d , ....- .. -'-------- ----------._ ... __ -- '- --_- --'- --..--------- Joist ----- -- 3-8d 3 10d per joist Beam Tee-availed - on Ledger to e ( ) ' --- - - _= ---- -- _ Band Joist to Joist End nailed) (Fla,14) 3=1 6d 4-16d p er-jDist t per foot o Plate Toe-nailed Fs 14 2-16d 3-16d p I' Band Joist to Sill r Ten ( ) (Fig. , 1 - Roof Sheathing I i Wood Structural Panels a u to 16"o.c. 8d 10d 6"edge/6"field Rafters or trusses spaced p n �: i it i I i r 8d 10d 4 edge/4 field or trusses spaced over 16"o.c. •. Rafters p r 10d 6 edge/e/6"field i _——_ Gable end'4val1 rake or rake truss wio gabae overhang 8d 9 _ _ _.-._ .._ ._. ._----- •r I �,ll It .__---- 1 d 6 ed e/6 field `� I Il Gable endwall rake or rakes.truss w/structural out lookers 8d 0. 9 I I G,.� Po`� Gable endwail rake or rake truss wl lookout blocks 10d d 4 ed field 4!10_ 8 9e/4 Calling Sheathing Gypsum Wallboard 5d coolers 7 edge/10 field i_t - - — Wall Sheathing Wood Structural Panels Studs spaced up to 24"o.c:. 8d 10d 6" edge/12"field 1 , �d 8d *1 - 3"edge/6"field , ,"t' tip. C�' and 25/32 Fiberboard Panels { } . _. �_ _ C=�2C3tJ-C1��'/�Ct0 �L..l�l /2'Gypsum Wallboard 5d coolers 7"edge/10"field Floor Sheathing WQQd Structural Panels 1"or less 8d 10d 6"edge/12"field Greater than 1" 10d 16d 6"edge/6"field i {*.1} Corrosion resistant 11 gage nails and 16 gage staples are permitted; check IBC for additional requirements. Nail: Unless otherwise stated, sues divan for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the speoified common nails may be substituted unless otherwise ,I pt"ohibited. . o - sue. ,,• tl \'�t`l�c,°L:•.�l.�C°. c r , _ ,. ` � � S 1 I�.�� '�-.ram°.:.d y°„t p._SJ�..i�•yt S �A :1 1 2x$ ..P=C•JC71S`C5 tea O- - (I "Y'cy P�E E�h ' t2 Ia t d covr - , I • :9 tic6 POSTD-- • r `ULQn ., , • �' CC•yl/�t'�t�t'� tpU b'��.h1 .. CrJv� /tcLlun�C-4 Cr �. t)c6 tisj-TCS A& \vP.Ae 4,C'19- OP. Co2.v/.t.. j IC i —_ -. i l2"n�c.c+cxisc:..�L �.�,��-rcx�`c` :�i` ►-�- _—tr--. � —_ ' i � f!}1•�O`'fib&b CS�t2 �G2.0 t~ 1 , - ..____ ._ . ... . _ . !f °' Uc•T5 : �,.R�_. S-r _ - ,-- 1�• _ -*- ,t2''cD:'t�iR-u_.::-�c7Y;-T5--._.....__ ..---.. .... .I� ! • , 4�3.`' t�il?i.Shv...rfall6.U.gt�h1'�� L3 2kb P;M. CNOTCw voe&T% i! T`5 : !2�.G.-C..STi<Firytd tZt•h .: . c kZ A-LeZ C_ -rival — ' 7 _. ! t2,`winL•:.JCL•_'.?«_.—_ ;� _ i j{ P salt• Bruce De�yR�� SCALE: , Pam.,.�11,E� APPROVED BY: DRAW N aY 1 I I' AT tSED DATE 20 L} 174-238.077 . . 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