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0049 BOB WHITE RUN
��. ��b -- Cv h�-�� �� ,, . . . i . ;� f l � 1 i � I i h r, . � .. E � - - - _:_.. ....„+.x--+e- _.. ?rr9< v .,..::_,-. .�<;�.. -ne:�.� ,e n-. __� iw`u'wZ_w'�,�.ac_a+r ,=..-..; '. _ - _M__:, _ '.d` a.rt-•:yr+:,�- - �:n4�,r"ke++'"tiRf!:. 1 1� 1 i . �. l r `� V � i i �` , a Sf-re !/V S n/_ ,t�le 44)0,Ics /bus' y y o � i Ring Ernestine From: Maloney Kathy To: Barry Lois; Ring Ernestine Subject: FW: Map 024.Pcl 053,AKA#59 Bob White Run,Cotuit Date: Thursday, June 21, 2001 9:54AM Lois, FYI Ernie, please check to make sure paper files are correctly addressed on this. Thanks! K From: Schlegel Frank To: Maloney Kathy Cc: McKean Thomas Subject: Map 024 Pcl 053, AKA#59 Bob White Run,Cotuit Date: Wednesday, June 20, 2001 4:26PM Hi Kathy, I got a request from Lois to assist in finding this. My database had no number so Brett found it on the map and gave it to the permit application. Well, this was a resubdivision of land and the record plan shown in your file is not the current one. I created a dummy parcel as 000 000 232 for the new lot#2 that the permit was for. I have reassigned a new-house number based on the site plan for this property: It is#49 Bob White Run. I called the owner listed on the-application and left a message regarding this permit and address change. I wish I could find a way to stop people working these permits in this office when my database shows nothing. I'll go over it with Brett so she can see what happened. I can't use#59 for this property because it will fall about 75 feet before house#56 That is'alreadYI --x.i_.._I Cnc6. N!"sP Y 6 ou :nf 'med=:z to air%�han9P$.nn.thls. Sort!!.,-I- sle 1 . Page 1 5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . .9, N .A - Map Parcel �� - - Application # Health Division BUILDING*DEp7. Date Issued Conservation Division MAY Application Fee n Planning Dept. TO 1 Z��l Permit Fee I U 'a Date Definitive Plan Approved by Planning Board WN OE SATYSTASLE Historic OKH Preservation/ Hyannis Project Str-eet'Addr-ess,_ -Village� � - T Owner, ® Address phone 7) G �218 7 r6fav!+N-n i _ mituA Req t-,,I-�) Mc:;, F1 N),��mgD waggQ1 7' kv LV Square feet: 1 st floor: existing_Z_ roposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project_Valuatio. �O Construction Type} ?Or���/J dF � Lot Size _?�--a Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single amily A Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes bd No On Old King's Highway: ❑Yes No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) (�00 Basement Unfinished Area (sq.ft) C Number of,.Baths: Full: existing new Half: existing new [Number of°Bedrooms: existing e�new I 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/Xnew si8z0_?'&er: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Naamee— Telephone-Number 7)) eGX . Addres—P VV 1��- � License# C Home Improvement Contractor# a'il Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO k7JCb/Z f SIGNATURE" DA E _ FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ' r r MAP/ PARCEL NO. r a ADDRESS - VILLAGE OWNER, DATE OF INSPECTION: FOUNDATION FRAME - INSULATION = ti FIREPLACE n t ELECTRICAL: ROUGH FINAL' P PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING w, r DATE CLOSED OUT r - . i ASSOCIATION PLAN NO. r: I . ne CommarriveaItit of rusr ra�rr etEs. • �'epc�lrt;rnreut o•�1firrlrrstrialAct:aa?errts _ — O .cC qf1M.W_stigatErnu 600 Washingtour -Street y y Boston,CIA 02111 Warkers' Caffipensaf mt Insurance Affidavit:Sm'lder-dCuntractarsMecb icians/Phimhers Applicant Infcumatian Please Print Eye �I Naffie-i(Busiue�gant,�ion/�v�nal}._ . . j CAddress- i �e�t N ��� �Phorze . GG PhR Are you an employer?CEmckthe a ropriate bo= ' T am a ea�eral contractor and I �e of project(r���•: I_El I am a employer with ❑I g 6. ❑New construction employees(full.andlor parwime * Iiave hired the sub�coatmdors 2_❑ I am a sole proptaelof orparEuer- listed oathe,attached sheet, 7. ❑RemodeEng These sub-contactors have slily and ha�*e no employees • 8.,❑Demolition wotidng fDr ne in any capacity employees and have wodcers' 9. ❑Building ad'ditica LNa w-a&Ders' comp.inset-Ance comp_iasucancer required_] 5. ❑ We are a corporationand its 10.❑Electrical repairs cradditions CJ I am a bomeormer doing all work officers have-exercised their 1 L❑Plumbiagrepairs or addititms. myself-[No vmkkers'camp- might of exempfion per MGL L_[:1 Roofrepairs +nsur ce rem ed]1 c.152,§1(4)6 andwe have no employees-LNo wGAmrs' -❑Other c9mp-insurance required.JJ •AmyappHc— dutcberksboxftlrnwtalsoi�lontthesecBoabeIowsYnmriagifieirwo3cea'compensafiaapo&eyi�ormsrio� &mmeownetswho submit dais�dat d is�cating they aredaiag mUwc*mad tiimbhm a•utside contractorsnmst smhmita aewaffidavit'^Mc-tin wcia ICaatrvctors$rot rhea this b0X mast attached=adLidaasl sheet showingtLename of the sob-comtsctom and stye whether ornatthmse el itieshave emplo3mes.Ifthesah-cmatactorihzve employees,theymmstpmride•their workers'comp.policy number: I ani art employer that SeToiv is flee policy tmd jots sUe inforWr(don Insumnce CoinpanyNanre: 'Poficy 44 or^,pelf-ins.I.icAl ExpimtibnDate: Job Site Address: C' lsta d3' w4F= AC#ach a copy of the work-ere compensationpolic y•declaration page(showing the poRcy number and expiration.date). Failure to secure coverage as requiredurider Section 25A of MGL c. 152 can lead to the imposition,of crim oal penalties of a fine up to$UO0:00 andlar one-year imprisonment,as well as dvil penalties in the form of a STOP WORK ORDERand a fine of up to$250-00 a day against the violator. Be advised that a copy of this statement.maay,be farvwded to the Office of IuvesEigations of the DIA for in coverage ywffication.- 'Ido hereby ceaia t cinder fizs andpezinNes at 17crir r);fliattlis ircformafimr prmztkd a5mv b true mid carrect 7:4C):J!-,> 7- �Si ature. t Date----' b �Phaae !� ZL -ter _ .._ of jicitd use are Da seat o-vrite itY tla�axeQ,to be coenpicete�d b}'city artnn�u a,,fj`aeint I City or Town: Perm tlLicense;g i Issuing Author*(cn-cle one): L Soarti of$esltli2.Building Department 3.CitylTowa Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: -- - 6 or matio)a and fastxuctiolas ' Massachuseffs Creheral Laws chapter 152 req=m all errjpIoyers'o provide 4vork='=npenskion for their employees. PMMIHntto this sue,au.a3IP&YU'is defined as-";ev=ypeasonin.the service of another Mder any contact afhur, express or mrQlied,'oral Orwtm." Ao arrPT0.7er is defined as"an individual,pmataersbip,association,corporation or Other Legal entity,or any two or more m a oint and inclndmg the legal represeuiafives of a deceased employer,or the o€the forego>ng �- l ��e• r$=MM or trustee of an iacfxvidnal,per,association or otherIegal entity,=Playing employees. However the owner'of a dwelling horse having not more than three•apartments and-who resides fhesem,or the occ¢pant of the- dW-PS�.iing house of anther Who employs persons to do mamfmance,construction or repaar wolc on such dwelling house appurfnna jhereto sbannotbecanse of sash employmentbe deemedto be an employer. or on the grounds or bmldmg MGL chapter 152,§25C(6)also states that¢everystatm or local licensing agencysha11witbhald the issuance or renewal of a license.or permit to operate a bvgmPss or to construct bwa ings in the cornmonePealth for any applic=twho has notproduced acceptable evideum of compliance with tjM'hSMranca.coverage requirecL , p Additionally,MGL chapter 152,§2.5dM states-Neither the commaawtalth nor nay of its political subdivisions shall enter info any con-bad for theperfannance ofpnblio workrnhl acceptable;evidence of complia;amwith the msmBnce.. reT=menfs of this duptcr have beenn preseufud in the confiactmg.aofioiity." Applicants Ple l oi± the Wormers'compensation affidavit completely,by checking the boxes that apply to yoBr situation and,if ase fi necessary,snPply sob-contradmr(s)name(s), addresses)andPhmr,mmmber(s)a�Iongwiththm r certifir�e(s) of insurance. Limited Liability Companies(LLC)or LiEu e jiab>1ity pa t=ships(I LP)wrthno emppIoyees oIher f3�the members or paainers,arenotrtgoaed to cmy wo6cere compensation insca�ce, If an LLC or LLP does bane employees,¢policyisrequired. Be advised that this affidavit maybesobnittedto the Department ofIndustrial Accidents for confnmnion of iam once coverage Also be sure to sign and date the affidagif: The affidavh should beretmned to the city or town that the application for the permit or license is being regaested,not the D. a tmenf of I cfi;a_T.A=deals. qV ldyoU b&M any questions regxoTmg the law or ifyon.am requhed to obtain a workers' Compensation poRcL please,call the,DePartozentatthennmbealistedbelow. Self-ms�.u•edeon aniessh0. cl fnrtbeir - self-Tn man ce license norther an the appropriate Ime. City or Town Officials Please be sore that the affidavit is complef,-and priot�-.d.legibly. The Department has provided a space at the m botto of t ie affidavit for YOU to fill out in the event the Office ofInvestigations has to contact you regarding the applicant Please ure be s in fill in.the penit/li-ccmc;mnnber which will be;used as a reference number.Tu addition,an applicant that must sobnzit mu1�Ie p e�llicerse appliesions in any given year,need only sabmit one affidavit indicatmg cnrent policy information.(if necessary)and under"fob She Address"fine applicant should write wa l ay b e,pin V2a or town.):'A copy of the-affidavkthathas been officially stamped ormadredbyfhe city orfnwnmay beprovided to the ' applicant as proof that a valid affidavit is on file for furore-pemifs or Iicenses Anew affidavitmust be fMed Ott each year.Where a home owner or citizen is obtaining a license or permit not related in any business or commercial vet bumleaesv etc.)said is NOT complete this affidavit a dog licxnse orpe�itto hke to thank port io.advmce for your coopma iou and should e you have;any gaestions, The Office of Inveslig&nns would please do not hesitate to givers a call- The Departm-eni's address,telephone and fax nimmber: , The CaMMOM th-of MaSM&U&EIt9 ' Depaltmmt cif Izidngtia1 Aac3.denta GEMCe ofjtMeKtkRti0-)32 600 wawmatmx.steld BQston�MA Q11I Ted.4 61.7-' -4 w t• -06 or 1477 MA&4A F Fax#617-`2'-7M Kevised4-24--07t*dia I AWC Guide to Wood Construction in High Wind Areas:110 inph Wind Zorze Massachusetts Checklist for Compliance (780 CKR 5301.2.1.1)1 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................. .................................................110 mph WindExposure Category.................................................................. ...............................................:.............B 1..2..APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch ..........................................................................(Fig 2) ............................................ 512:12 MeanRoof Height ..............................................................(Fig 2)................................................._ft 5 33' BuildingWidth,W...............................................................(Fig 3). ............................................. _ft 5 80, Building Length, L ..............................................................(Fig 3)...........................:....................._ft 5 80, Building Aspect Ratio(I JW) ...............................................(Fig 4). ............................................. 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4). ............................................ 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).................................:.............................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. ........(fable 4). ........................................ .... in. Bolt Spacing from.end[Joint of plate ............................(Fig 5). ................................. in.5 6"—12" Bolt Embedment—concrete .........................(Fig 5 _in. " Bolt Embedment—masonry.........................................(Fig 5):........................................... in.>—15" Plate Washer...............................................................(Fig 5)...............................................Z 3"x 3"x V4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....................................(Fig 6)..................................................._ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig 7).................................................... ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d Floor Bracing at Endwalls...................................................(Fig 9)...................................................... ......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ..............::................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening...................................................(Table 2)..._d nails at in edge/ infield 4.1 .WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................—ft 510' Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... ft 5 d 4.2 :EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5)..............................2x -_ft_in. Non-Loadbearing walls................................................(Table 5). ............................2x -_ft_in. Gable End Wall Bracing 1 Full Height Endwall Studs............................................(Fig 10)................................................................... WSP Attic Floor Length...............................................(Fig 11).............................................. - ft zW/3 Gypsum Ceiling Length(if WSP not used) .................(Fig 11). ......................................... _ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. . (Fig 11)............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)......................................_ft Splice Connection(no.of 16d common nails).....:.......(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Arens:110 mph Wind Zone Massachusetts Checklist for Compliance(780 Civm 5301.2.1.1)t Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections LaterLoad Beaming Wall Openings(record able 8)rrd largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)............................... _ft in.511' SillPlate Spans ........................................................(fable 9)......................... .,.. _ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9). .............................. _ft_in.512' Sill Plate Spans...........................................................(fable 9). .............................. _ft_in.s 12" Full Height Studs(no.of studs)....................................(rable 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. _s 6,8,. SheathingType.............................................(note 4)................................................... Ed a Nail Spacing ...... able 10 or note 4 if less in. FieldNail Spacing.........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10). .................................................... _ Percent Full-Height Sheathing.......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L . Nominal Height of Tallest OpeningZ ........ ........................................................ 5 6'8" SheathingType.............................................(note 4). .................................................. Edge Nail Spacing able 11 or note 4 if less in. Field Nail Spacing ........................................(Table 11). ............................................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................................— Percent Full-Height Sheathing.......................(Table 11)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................U= plf Lateral.............................................(Table 12).............................................L= plf Shear..............................................(Table 12)..................I...........................S= plf Ridge Strap Connections,if collar ties not used per page•21... (fable 13)...............................T= pif Gable Rake Outlooker.........................................(Figure 20).............._ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................................... .....(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type........................................... . ...(per 780 CMR Chapters 58 and 59) ........... Roof Sheathing Thickness......... ................................. .............................................._in.2:7/16"WSP Roof Sheathing Fastening ..........................................(Table 2)....................................................... _ Notes: 1.- This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18tr 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. I i AWC Guide to Wood Coizstruction in High Wind Areas:110 fnph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i, Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -\_ FM THIS EDGE FMM ON MING USESd NAI$ bz ' u n 1 1 u u I 11 n 11 1 Y la II 11 11 1 ' II 11 11 1 11 II 11 11 1 11 11 11 1 1 11 1 C 1 11 11 l[ N • II Q II if ( 1 W,,,{ W CL :1 41 II W ii if 1 11 IL 11 v ii I{.F 1 II 11 11 1 rl .H--'--- 11 -r'�1- I' 4 WAILSPACWG See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r I AWC Guide to Wood Construction in Sigh Wind Areas:I10 mph Wind Zotte Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)` >� 1 / yl / 1 1 1 I FRAMINGMEMERS 1 I E B NTERMEDIATE I I 318" i / 1 STAGGERED 3'MNL WAJL PATTERN PANEL PANMM EDGE DOUBLE NAIL EDGE SPACING DEML Detail Vertical and Horizontal Nailing for Panel Attachment r AWC Guide to Wood Construction in High Wind Areas:110 inph Wind Zone Massachusetts Checldist for Compliance (7so Cmn 5301.2.1.1)1 FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a 110 mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be-framed per the WFCM too mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has. been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. I I Town of Barnstable Regulatory Services opts rgyti Richard V.Scali,Director Building Division t swxxsr.►sM Paul Roma,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 • sec°1D� www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: C&))719017 CTOB-LOCATION: numbQ � � 7) � r street �1 C HOMEOWNER'=:� _q2k) /S9 G), name home one# work phone# C TMAIITNG:ADDRESS: j *� Cc�t�1 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in.a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pro et and re7' ents and t4at he/she will comply with said procedures and requirements. t ign e o Ho eowner 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 i The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack-of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 BIKE Town of Barnstable Regulatory Services MASIL Richard V.Scali,Director. 039. `� Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I , 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 Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. , Signature of Owner Signature of Applicant Print Name Print Name Date Q:F0RMS:0Vn4MEPWSSI0NP00LS eo �; CON Mpy 1� 20�1 TOWN O�- Family Room Paved Paved 35'x9 Patio Patio .9'x8' 11'xi0' If > —\ i 12'x7' ` Bonus Storage Room _ 27'x12' 12'x1o' NOS j All measurements are approximate and not guaranteed. This illustration is provided for marketing and convenience only. All information should be verified independently. © PlanOmatic i% Deck 27'x6' „ 001 �:i Deck 11'Xli' J 12'Xio' Dining 22'Xii' Kitchen i (� Room u 12'x1o' X— Master 14'x12' ' Living Bedroom Room �— < 16'X12' 16'xi2' All measurements are approximate and not guaranteed. This illustration is provided for marketing and convenience oniv. All information should be verified independently. 0 PlanOmatic • i i I <y n,L 1 t I Bedroom Bedroom WX20' 13'x20' J i i All measurements are approximate and not guaranteed. This illustration is provided for marketing and convenience only. All information should be verified independently. © PlanOmatic i Bowers, Edwin From: NoReply@viewpointcloud.com Sent: Monday, May 22, 2017 2:54 PM To: Bowers, Edwin Subject: Town of Barnstable- Regarding your permit: B-17-1535 at 49 BOB-WHITE RUN, COTUIT for Building -Alteration INTERIOR Work Only- Residential Attachments: ViewPermit_Document 636310614886496805.PDF Dear PIROSKI, JOHN & CARMEN, Please Note: No framing or Insulation Inspections will be done Plumbing and Electric Finals will be needed to close I • i 1 Town of Barnstable Building • ° Post This Gard So That it�is-�Visitile From the Street-•Approved Plans Must be Retained on Job�anil this��ii'Must�be Kept.: . *�: ` Posted Until finaY Inspection Has-Been-Made. - "� Permit °... Where a Certificate of Occupancy is Required,such Building shalF Not be Occupied until a Final Inspectionhasbeen made. Permit NO. B-17-1515 Applicant Name: PIROSKI,JOHN.&CARMEN Approvals Date issued: 05/22/2017 'Current Use: Structure Permit Type: Building-Alteration,lNTERIOR Work Only- Expiration.Date: 11/22/2017 Foundation: Residential Map/Lot: 0244053 Zoning District: RF Sheathing: Location: 49 BOB-WHITE RUN,COTUIT Contra=114�Name Framing:, 1 Owner on Record: PIROSKI,JOHN&CARMEN .,� v Contractor license Address: . 49,BOB-WHITE RUN - = —-- Est Project Cost: $24,000.00 Chimney COTUIT,MA 02635 PermitFee: $172.40 Description: In 2011 portion of basement was finished without permit.=FamilyFeexPa�d' $172.40 Ins.0 : Kc N Room.and reading roomFinal: Date.` " 5/22/2017 Project-Review:Req 1 In 1 portion o bas f ement was finis u hed�withot p mit C Family Room wand_reading room z � u� Plumbing/Gas Rough Plumbing: � i Building Official Final-Plumbing: This permit shall be deemed abandoned and invalid unless the work author d by h s permit is commenced within six m-o ihs ft'rr,issuance. All work authorized by this.permit shall conform to the approved application and the,approved construction documen.!�4porwhich this permit has been granted. . -Rough Gas: All construction,alterations and changes of use of any building and structuresNhallPbe in compliance with the local zoning by laws"and codes. Final Gas: _ This permit shall be displayed in a location clearly visible from access street o -roa&and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. a Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and'Fire Officials aresprovfde& this permit. Service: i Minimum of Five Call Inspections Required for All Construction Work. u* 1.Foundation-or Footing - Rough: 2.Sheathing Inspection g i 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Impectorhas approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not-have access to the guaranty fund"(asset forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit.Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Buildin MPosted Gard ntil Final inspectionP^rmit Certificate of Occupanc red;such Buildingxshall;Not be:0ecupied until.a F,inal.lnspecpon has been made � 'Permit NO. B-2015-08312 Applicant Name: SOLAR CITY CORPORATION Approvals Date Issued: 12/24/2015 Current Use: •1010 Structure Permit Type: Solar Panel:-Residential Expiration Date: 06/22/2016 Foundation: Location: .49 BOB-WHITE RUN,COTUIT -- Map/Lot:. 024-053 Zoning District: RF Sheathing: Owner on Record: PIROSKI,JOHN&CARMEN • R Rx Contractor Name: ALEC MEYERS Framing: 1 Address: 49 BOB-WHITE RUN Contractor Ucens�e 98660 2 ' �. COTUIT MA 02635 - - � E` cr st Project Cost: $20,000.00 Chimney: Description: INSTALL SOLAR PANELS ON EXISTING ROOF. 32 PANELS 8 32 KW PrOU'rFee: $102.00 Insulation: Fee .51 . $ 102.00 Project Review Re INSTALL SOLAR PANELS ON EXISTING ROOF I- PANELS-8.32 Final: 1 4 - r - ..•> Date: 12/24/2015 KW Plumbing/Gas, Building Official Roug h.Plumbing:. This:permit shall be deemed abandoned and invalid unless the work authorizeHy this permit is commenced within six months after issuance. :Final Plumbing: All work authorized by this permit shall conform to the approved apple nand the approved construction documents fo ich his permit has-been granted. All construction,alterations-and changes of use of any buildingand structures-.shali,�,bein compliance with the local zomngby laws°and codes. , Rough Gas: 6 � .�� This permit shall be displayed in a location clearly visible from access sure et,or road•and shall be maintained open for public inspection for the entire duration of the work until the completion of the same: ` <. final Gas: The Certificate of Occupancy will-not be issued until all applicable signatures by the Buildmgtandmire Officials-,,,are provided on Lliwpermit.- Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing • ti 2.Sheathing Inspection � � � Rough: 3.All Fireplaces_must be inspected at the throat level before firest_flu ealmingiis inst'fled 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 'AII Permit Cards are•the property of the APPLICANT-ISSUED RECIPIENT _ Final: I 1 w � Town of Barnstable Regulatory Services Thomas F.Geiler,Director sARwsreste, • M' Building Division Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 COMPLAINVINQUIRY REPORT Date: �z �O/� Rec'd by: Complaint Name: ./ yQj U�� Map/Parcel 02,4 05-:3 Location Address: J/% A,0 Originator Name: Street: Village: State: Zip: Telephone: Complaint Description: %llegcy 5 v �> r FOR OFFICE USE ONLY j Inspector's Action/Comments Date: Inspector: v► Additional Info.Attached Q:forms:complaint Town of Barnstable IME Regulatory Services o Thomas F. Geiler,Director Building Division BARNSfABLE. i v MASS' Tom Perry,Building Commissioner 1639• �� iDlen t,�,t a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Approved: Fee: Permit#: n— (U 1(1 Z 8 HOME OCCUPATION REGISTRATION Date: —k l —O Name: C 4%Ao Phone#: S 01 GO 0S3 H Address: 'Z4 .J Village: C 0A_,J \ Name of Business: tA 1- Type of Business: ��.n ('—, o Map/Lot: C `i V INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation i within single family dwellings, subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve theproduction of offensive noise,vibration,smoke,dust or other particular matter,odors, electrical disturbance,heat, glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment. There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Hcme Occupation. • No sign shall be displayed indicating the Customary Home Occupation. . • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. i • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the d ell' g unit. I,the undersig ve read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: Homeoc.doc Rev.5/30/03 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which You must do by M.G.L.-it does*not give,you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1'FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) t _ DATE: ..t:!:.a6 M.r"'w.S.�`t' i11-A R°•.:i$:'U'I�''4=;i,.- .n WN k Fill in please: EliAPPLICANT'S- YOUR-NAME: C.,,AO S ., ' ?^ BUSINESS YOUR�OMPAD ES! v ,^ W TELEPHONE # Home Telephone Number �r7 NAME OF NEW BUSINESS. TYPE OF BUSINESS v1 IS THIS A HOME OCCUPATION?.. . YES NO. X. . Have you been given approval from the buildi(�g.di i5ion? YES: NO? _ ADDRESS'OFBUSINESS 1-1�1 �,c,� � �� C,pk72�- MAP/PARCEL NUMBER_ When starting a new business there are several things you must do in order.to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. 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 COMMISSIONER'S F ICE This individual has o ed of a y ermit requirements that pertain to this type d%U6ifiCsQMPLY WITH HOME OCCUPATION RULES AND REGULATIONS. FAILURE TO Au prized Signature**COMMENTS: COMPLY MAY RESULT IN FINES. 2. BOARD OF HEALTH This individual has w infor e of permit quiremen at pertain to this type of business. Aut orized Signature**COMMENTS: MUST COMPLY WITHALL _. N E p� HA7ARnni SS T „ Tb 2 E I) 'YlE .w T%CV I IONS UN$ 3. CONSUMER AFFAIRS (LI N ING AUTHORITY). This individual ha en of rnAed of the lid n nts that pertain to this type of business. Authorized Signatur COMMENTS: .y' r Cotuit Fire Department SOT Ut Fire, Rescue & Emergency Services OOTp1T rtee nrsrtur,r 64 HIGH STREET- P.O. Box 1632 192 COTUIT, MA 02635 �•RES� CAPTAIN DAVID A. PIERCE PHONE 508-428-2210 FIRE PREVENTION FAX 508-428-0202 Mr. Dilmar Ribeiro 49 Bob White Run Cotuit, MA 02635 o p 0 c� Dear Mr. Ribeiro: On Thursday May 10, 2007 this department along with personnel from the building department and Zoning department conducted an inspection of your property located at 49Bob White Run in Cotuit There were a few items that will need to be corrected which are listed below. (1) The smoke detector located in the basement was found covered over by..a rag and not in working order. The smoke detectors must be kept in working order per(Chapter 148 of the Massachusetts General Laws section 26E). (2) There needs to be Carbon Monoxide Detectors installed within(10)ten feet of all bedroom doors on all floors of the home. There shall be(1) one Carbon Monoxide Detector installed in the basement area of the home because of the office being located in the basement per(Board of Fire Prevention Regulation, section 527 CMR 31). Once the above mentioned items are completed, please contact this office so we can re-inspect your home. cerel , David A. Pierce Captain Fire Inspector _ PLAN REFERENCE : BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 255, PAGE 26. BOBWHITE RUN C0Tv_-j -T, 30 00' ti 0 o - M 59' 36 PROPOSED N ,r EXISTING 12 N DECK ' 12' FOUNDATION „• �► _ gar 79SAFF b HOUSE #19LO E ist.Temp.Ret.wall — — — _ PROPOSED 18.75 LOT g DECK ^ 0 TNGRESE3) � sa 136s9FT 31 ,500+/- S.F. ,y 3� Ln Lot 1 - r FLAGGED BUW o Cl) i 150.00, ti I hereby certify that this foundation is located on the ground as shown, and that it conformed to the Town of Barnstable Zoning By-Laws regarding minimum setback requirements at the time of construction, and that the foundation is located in Flood Zone "C", as shown on F.I.R.M. 250001 0021 D, for the Town of Barnstable, revised to 07/02/92. MAP=24SEC.: 14101 PAR.: 53 LOT: 2 HSE.: #59 — NORMAN GROSSMAN PLS DATE FOUNDATION LOCATION PLAN � N011MAM �^ LOT 21 #59 BOB WHITE RUN 3 No 12TT5 .. GFOSSNI BARNSTABLE, MA. \ '`fr STt SCALE : 1„ a ;°al LAM�� = 30 Norman Grossman, P.L.S. DATE : JUNE 20, 2001 10 Marsh View Road PLAN NO. : C - 691-R East Falmouth, Ma. 508-548-1920 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .Parcel Permit# 3/o� � �s- Date Issued ' Health Division � Conservation Division 6,5, > 3b,f v0, �3-,37aY Ref`.' rdo d4T'aa Fee /�GAnY 6' � 620 Tax Collector 6' og--� �'��� `���`� � C3a� SEPTIC SYSTEM MUST BE Treasurer 3 ��`� INSTAt,LED IN C01APLMCE Planning Dept. g ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIMNS Historic-OKH Preservation/Hyannis Project Street Addres _rO b 0f'4 r RU�V CpT U Village CU .T f �1 / Owner WI L.LIs • M I C.' ���.sa Address T 73 Pii i F S'7., Rv L u- Telephone 6 7 Dcw Permit Re st A3)D 79 s4rr SuN DF_ck, �y RED 2aah # 2 A, SgFT APPROvF—ip F i Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new c�o Valuation 1 J—O©• Zoning District Flood Plain Groundwater Overlay Construction Type T E S U RLT_P_ ZU Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dvyelling Type: Single Family Two Family ❑ Multi-Family(#units) Q o3 Age of Existing Structure P Q� Historic House: ❑Yes No On Old King's Highway: ❑Yes 4No Basement Type: Full ❑Crawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) 6 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing a Y new�/ Half: existing new Number of Bedrooms: existing new X� Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: Wes ❑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: S U 4y D &.-(_K Zoning Board of Appeals Authorization ❑ Appeal# 06 Recorded❑ 5' Sc�F Commercial ❑Yes XINO If yes, site plan review# —7�c TwL, 33 5 sQ F-7- Current Use s f; L-) a l'i 4- L Proposed Use L L) f Iy n A—L I . l I M 1 BUILDER INFORMATION '0�_ 0_ 6 n� Name �'v l `L� I �o4 L-O&� Telephone Numbet50 R' �7 - �S—b 7 7 uc� Address '473 fi'1 tj r S;T, License# OS l 0 6s— (� /mil 7` l LLB Home Improvement Contractor#;. 1 O 7 Worker's Compensation# ALL CONSTRUCTION DEB ESULTING FROM THI ROJECT WILL BETAKEN TO Imo. Nb f" L L SIGNATURE DATE 0 o � T - FOR OFFICIAL USE ONLY PERMIT.NO. Y DATE SUED MAP/PARCEL NO. ll 1 ADDRESS `' � ` MILLAGE OWNER! /` S ` - it • DATE OF INSPECTION: 1 -- '4 FOUNDATION FRAME INSULATION, FIREPLACE ELECTRICAL: (ROUGH -FINAL', PLUMBING: r ROUGH FINAL i - ) -L1 f' GAS: RIOUGAE FINAL-' r t _ f r,, FINAL BUILDING loS t U Ilk �• DATE-CLOSED OITT � � "� ,� „--- ` t `- - �-'• �.;� _ t Y H o p y r ^ L- 'A c`90 0 ! '- `., ;'.-• rt -♦ �i L'1, `, .''f� Ir �. ASSOCIATION PLAN NO3:3 0 _i � q The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL,c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing.at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. F/ 00 Type of Work: VN D IF-6< Estimated Cost -DOe L{ Q wog w�ir�� o Address of Work: Owner's Name:' L�� �• � � �,������ ��. Date of Application: Q O d XQ I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIE PE Y I herebyhe �pply fora permit as JagMener: D7 �oQ Date W ontrvaTr N Registration No. t CH DkiJ? OR l� q:forms:Affidav :rev-122001 I� The Commonwealth of Massachusetts Department of Industrial Accidents OAltrollarasffOalloas _ — 606 Washington Street Boston,Mass 02111 Workers' Com eagation Luora c_Affidavit i L I -S o 8 LJ 41 7-g-- f u g city Co T y I "hone 0 57 08 ❑ I am a homeowner P=fb ming all wmk myseii: _ dam a sole proprietor and have.no one wvrlaag is any capatity I am as workaa' M my as j cm�Ioper p?wicimg far employees this ob. :.}):.)}i}:4:.}i}:•}:in};;•:;:%:;;vn:.yf;::.:..}]U'{'.jr};}i}::.M}!^:^!M}.: :":`.ww.;..tiwwrr{.v....^♦>,T' .{»:::. w _ ,..♦.wr 8 l+w.wy,♦w.•,f,,4w.:`�:�'.:.,.n'w:w-»?}.:.... ...............:•.y.........:.•..�.,.. ..n..:.,2..:,...:......_,...:: .:;T.:::::::...4:{t:.:::::S.•:.^a+.!?cQaw:evi??nQtgi3�"F•:. ...fo. •. . -... ,...>. .�s?„4cae':"`?n:^ ?R'!'�+{:.>:.:.T:.:. v.\atY.•Tv;:v" ,}:}}':::::::;•?. ,...A1,v. � »T:!?K:{`/{;:ryv?3}:.,y.:iC:r.•%{•.i`iT):.y i4:{::........:,♦ ^i\:>'[�i�'-i:'�i. i ..,. ....... �, ..:..i......... .:.•n{{.,;fo•:.„:.,;•.;::,.-.;X...:...:...ns;:ww-:x..... . ,..Y.}y;.i`;;!'ii:t<•3:•is:�•:«<•:t•n!::::%tgr.)ffp-i::t;:.:..:vk:;�::::•:.. .,�:}..�:.: rr:•:•...,�.r::;•+\�w.v•:.. 4. ..,.,... ... ♦. ..... ..,.:._ :.r. �::: . :......... ...... ..:..... roc, .;,,.�..•� , .♦w..:.. ..,J.. .`.d- S::iY;: .,•{};v ac•:T;:::.3:•'y: ::<:a:.'{.>:.,;::. .:).:{4T'.�r.•::r.x..:{;I n}:T.•.:{..y....- ,..{cKy�nt.;f(`•:`.,y:::{3 .�..A•r..,„.....,�.: .wY-wy\ .oa :Tx..•:4:.4: I :[:+T3i::•.,........_ .... ...n.. .Y,`i::{{{!•}3♦}^,{n;rn<r4}'..:T:.v..:.:x. :+,.:.}..:YY v:^YA`.v.� .: .}�.�J•.(�Xn .r.�.:. ....,K�Q...{{if'•:x:S:`wk�'3JX['•y:}i$:4`:'}:{}.;:}.{};•: .:M. •JFY.V:\♦ r:.:Y:.�Y:,.w,,..;r;..y:;!?a+r...v:S;ay:,.n„vi.•.cn:..:.,.Ka.x........... 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'r�;<{.y>co>� iY weow.io.w�wao:Ax .y\�:a�xaotcw w(x,Yf �� °' �.���'.,[o"xlw�ii'.J$;V:a..SC.;•,..�:?!?t?r,., ' � CC:TQ:':::i:;::::r;a:-.i1K?"4::.�.':',..w....(J.c..ti};.:n;r._..:.:3k-.:...-{o...�...♦�.,r...:}:::.:n .. .....n�•..:�'..7�•.A...... t{,+:.......�n>:•::.:::::.:�:..::.:: FsQ=to swots eonvap as requb"mui-See31m 2U otMCM M c a ld is ttta Lup=dd aaGaisdeai penaiffm of s etie ap to S1.400 M and/or one ymn+haprboumentas we4 as ckT9 p wAldes to the torn of a STOP WO O==d a nw oln=w a d"atdmt me: r=&rsfsad aut a aW of tMis atatsmesd my be forwarded to the O of of lbe DSAtar.twresap�adlo4 r do hereby p ojp ded aboar is!mac macs Pliat name I,J;L.C,;s Mc b� Lso-, `T'�-Z: Sic ='7�'i - 20 ofIIctal use only do not.wMa in this area to be completed by siq or tows aMchl city.ortown: pewM ❑Ii ntAeF - •• ❑LtcsasiatBostd ❑chsdc3f tamsea�•�•response Is required ❑Selectmen's Otase ' ❑HealthDepastas� contact Person: pbooe M; — ❑�� (terra 9ro7 PJN ' 1 Information and Instructions assachusetts General Laws chapter 152 section 25 requires all employers to provide workers* compensation for thr:r iplovees. As-quoted from the."law", an employee is defined as every person in the service of another under any cant hire, express or implied_ oral or written. , • or any two or mpre oA. i employer is defined as an individual partnership, association, corporation or other legal eatits, foregoing engaged is a joist enterprise. and including the legal repzrsentarives of a deceased employer, or the rtc':t'e= rsc of an-individual.,partnership, association or other legal entity, employing employees. However the owner of a yelling house having not more than-three aparm==and who resides therein,or the occupant ofthe dwelling horse of other who employs p mzintcna � air house or on the errnmric cr persons to do �s_, comsauctiaa or rep worm on.sucl'i dwelling •.;,� tl==shall not because of so&cmploymcat be deemed to be an employer. ;GI:chapter 152 section 25 also stases that every state or iocaMcensing agencyy AMR withhold the issuance or renewai !a license or permit to Operate a business or to construct buildings in the commonwealth for any apph�t who has �ncnrana Additionally,nartherthe �t produced acceptable erideace of compliance with the' coverage required. = mawealth nor any of its political subdivisions shall eater into any contract for the perfbrmancc of public wort=dl :ceptable evidence of compliance with the insurance regain of this ebzq=have been presented to the cO="t 7- rthority. - pplicants _ lease fill in the wo kcrs' compensation affidavit=npletety,by dc:clem tbebox that applies to your and ipplymg company names,address and phone numbers along with a certificate'of fion-ace as all aff davits maY be ruined to the Depaitzn=o - Industrial Accideats fbrcauffizaitirm dfinstrraaca per gp. Also be suure to sign and ate.the affidavit The affidavit should be.retained to the city or to that the alrpiicatiaa for the permit a ma r license is- requested,not the Deparent of Industrial Acrideads. Should yga have any questions regarding the"law"or if you ;c to obtain a woi3Oers' =npeasati�Policy,please rM the Department at the mimber irsted below. . 'hty or Towns ' has ded a space atthe bottom ofthe lease be-sure that:the affidatvit is complete and printed legiibly. M=Depar== prvvi .Please ffidavit for yoti to fill out is the event the Office of has to coinact poa r>rgarding applicant- e sure to fill inthp pcimrtllicease number which will be asod as a rcfcrmce mil er. 'Ilre affidavits may be rest n to re Department by mail or FAX unless other e hav been made. he office of Investigations would like to thank you in advance for you cooper tiaa and should you have any Questions. lease do not hesitate to give us a call. ME/04 he Department's address,telephaae and fax mmtber: _ The Commonwealth Of Massachusetts Department of Industrial Accidents Orttce o1.ImrestlDatlons 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 7274900 'exL.406, 409 or 375 ry.,;h � ✓ate ZJo�vneavuuea[ui a��`�aoac/uaeQa ,� BOARD OF BUILDING REGULATIONS .License: CONSTRUCTION SUPERVISOR j Number. CS 059065 Birthdate: 07/15/1952 Expires:07/15/2002 Tr.no: 253 Restricted To: 00 WILLIS H MICHAELSON JR 473 PINE ST (_ �" � CENTERVILLE, MA 02632 Administrator G U DATE A�4111.0 �. CERTIFICATE OF INSURANCE 01-31-02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ROGEf S & GRAY INS AGY HOLDER.. THIS CERTIFICATE DOES NOT AMEND, .IXTEND OR 6a0 I vnNOUGH RD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HYANN I S MA 02601 COMPANIES AFFORDING COVERAGE COMPANY 72KNW A AMERICAN ZURICH INSURANCE COMPANY (INSURED COMPANY MICHAELSON, WILLIS H JR B 473 PINE STREET CENTERVILLE MA 02632 COMPANY C COMPANY D COVERAGES 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. CO TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LTR POUCY NUMBER DATE(MM\DD\YY) DATE(MM\DD\YY) LIMITS I GENERAL LIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. S CLAIMS MADE a OCCUR. PERSONAL&ADV.INJURY S OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE S FIRE DAMAGE(Any one fire) S MED.EXPENSE(Any one person) S AUTOMOBILE LIABILITY COMBINED SINGLE S ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per Accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: ................................. EACH ACCIDENT S AGGREGATE S EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM A WORKER'S COMPENSATION AND EMPLOYER'SLIABILITY (UB-424X288-8-01) 08-05-01 08-05-02 STATUTORY LIMITS .................................... THE PROPRIETOR/ EACH ACCIDENT S 100,000 PARTNERS/EXECUTIVE INCL DISEASE-POLICY LIMIT S 500,000 OFFICERS ARE: X EXCL DISEASE-EACH EMPLOYEE S 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIF.ICAT.E.HOLD.ER.::.::.......:.:;.;:.;:;::•::::::::::::::::::::::::::::::.. ................................::.::.:::.:.:...... ::.:.:::::......................................:.....::.........: ::.:.: -:..:::::. . :;.;:.>::>::>:>::>:.;:.;:.::.::.;:.;;:.;:.;:.;:.;:.:;.;:.>::>::>::>:;:<.;:.;:.;:.;:.;;:.;:.;: ;.........ANC ... . ... EI"LA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF FALMOUTH 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 59 TOWN HALLLL SQUARE BUILDING D LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR F A LMOUTH, MA 02540 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE CQ :.:.:;::..::...:...:::.f 993:: TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 024 053 GEOBASE ID 1266 ADDRESS BOB-WHITE RUN PHONE Et� COTUIT ZIP - LOT BLOCK LOT SIZE DBA '. 'DEVELOPMENT DISTRICT CT PERMIT 60155 DESCRIPTION C/O. FOR SFH BUILT. UNDER PERMIT #51574 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY 1 CONTRACTORS: Department of ARCHITECTS: p� Health, Safety and Environmental Services TOTAL FEES: BOND I pfrIm' CONSTRUCTIOW COSTS $.00 ti 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PIR'?E"` * BARNSTABLE, MASS. 0 BUIL %ING -IVISION BY DATE ISSUED 04/04/2002 EXPIRATION DATE C©W1 0}+ 13ASITY1Bt,E'UILDIN PARCEL ID. 024 053 G.EOHA.SE'. ID 12e6 y ; DR.ESS OB.-WHITE, RUN I HONE COTU T'1` Z T T_? LOT ` BLOCK. LOT SIZE _ ,i7EA DI:�I EL OPM,E:1T DISTRICT• CIS' PERMIT 51574 DESCRIPTION . 3BED./ 2HATH./,SINGI..E VAMILY DWELLING PERMIT TYPE BUILD 'TITLE : NEW RESIDENTTAL BLDG PMT CONTRACTORS: .MICHAELSON., W"I LLXS-• 1Z. , -JR.. Department of''Health, Safet ARCH:ITE.C,TS and Environmental Services, TOTAL. FED S: $56e-t..h2 r BOND $.00 THE C.. CONSTRUE L 1 r J ,'J'S $181_,512.00 ... 101 SINGLE FAM' .HOME DETACHED 1 : PRIVATE PT::I 3 1 " BARNIFrABI.E. s l " :MASS._ �► �: ..BUILDING D 71 .10N,�;�'"� DATE ISSUED 02/08/2001. EXPIRATION ]SATE ({ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN, I CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE,JURISDICTION.STREET OR, ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC_ WORKS.THE ISSUANCE OF THIS' PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY.APPLICABLE SUBDIVISION.RESTRICTIONS: it MINIMUM OF FOUR CALL INSPECTIONS REQUIRED . FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB-AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION =u.; 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF`OCCU_ PERMITS' ARE :REQUIRED FOR r° (READY.TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- .3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. £li 4.FINAL INSPECTION BEFORE OCCUPANCY.POST THIS CARD SO IT IS VISIBLE .i BUILDING(IN,,SPEEC`TION APPROVALS � PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS '�- 2 �1�j12 �'23✓��y �b 2 2 3• / 1 ISATING INSPECTION APPROVALS ENGINEERING:DEPARTMENT' c E 2 ` I .c y ; BOARD OF+HEALTH ;OTHER: e_ SITE PLAN REVIEW A;PROVAL WORK SHALL-NOT ROCEED.UNTIL PERMIT WILL BECOME.t ULL AND.,VOID.IF CON- INSPECTIONS IND.ICAT.ED�O TTimE' _ `,STARTED•.,;Ti;. - !i 'CARD A.'PRANG; r .s' i Vona Jml 13 3 d !DNiamline I i r ..-. f,. 1. t, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map PaQ) Permit# J 1 J-7ZI Health Division Oda � �.,� -� Date Issued o� Consewation Division , S- a 7 D S .�" 7Z�f m w813/©o Fee . "e-�"A Tax Collector y. Treasurer WITF TI Planning Dept. W.9 f. 1 MOt!MENT T®WRY REIN Date Definitive Plan Approved bylanniryg Boa a a " 0 Historic-OKH Preservation/Hyannis . Li Project Street Addres Village Co r U,!r _ Owner W 1 l;�f S - /" b f C AD/`-/ Address y rI3 f/,Al�T= CEJI 1 V p a7?0- 20� 0�6� Tele hone O '\ Permit Request �'i'�R� ��D RC�/t'� �W o�A-T l,[ -S I l�_�,� 7 d7 PyF- tj Square feet: 1 st floor: existing proposed��2nd floor: existing proposed 7�0Total new // e0' . Valuation R 6 a. Zoning District Flood Plain Groundwater Overlay Construction Type 0 Lot Size ( E-00a, Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure N - A Historic House: ❑Yes XNo On Old King's Highway: ❑Yes XNo Basement Type: Full ❑Crawl Walkout ❑Other Basement Finished Area(sq.ft.) n Basement Unfinished Area(sq.ft) S Number of Baths: Full: existing new ' 2 Half: existing new Number of Bedrooms: existing new 75 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 D '�Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size N Barn:❑existing ❑new size N0 Attached garage:❑existing ❑new size nI D Shed:Cl existing ❑new size l J 0 Other: tNa Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )iNo If yes, site plan review# Current Use 6 0 U s I(j ]' Proposed Use 3 t N 6 Lk- R4m t L wo 1-t I' , r BUILDER INFORMATION Name w 1 C E' 3 0 )Tele hone Number 509 ! t� p Address 173 'PI AJ License# 05065 Cc rV 7'F_P� GA Home Improvement Contractor# / Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJ CT WILL BE TAKEN TO b �l LL . -1. 1�71 1 0 // &n SIGNATURE ` DATE o � Df] FOR OFFICIAL USE ONLY PERMIT NO. N - DATE ISSUED p t- MAP/PARCEL NO. ADDRESl � VILLAGE # OWNER. tea" DATE OF INSPECTION:�,; " qq , FOUNDATION 1 �UI M(X ' - u FRAME "'� �✓� f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL `y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. J I i PLAN REFERENCE : BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 255, PAGE 26. i BOB WHITE RUN 30 00' i ti o o - I M Cl) ' II i 59' 1 36. 2 N EXISTING N 12' 12• FOUNDATION 1z, HOUSE#59 o 36 ..�0 East.Temp.Ret.Wall -� i 18.75 E1ast.S.B.D./Sift Fence LOT ; 2 0 ! 0 31 ,500+/- S.F. �.3 Lot 1 i i FLAGGED BV\N .. i r� / I 1510.00' Ii 1 i i . i I hereby certify that this foundation is located'on the ground as shown, and that it conformed to the Town of Barnstable I Zoning By-Laws regarding minimum setback requirements at the time of construction, and that the foundation is located in Flood Zone"C", as shown on F.I.R.M. 250001 0021 D, for the Town of Barnstable, revised to 07/02/92. 0/01 MAP: 24 SEC.: PAR.: 53 LOT: 2 HSE.459 NORMAN GROSSMAN PLS DATE FOUNDATION LOCATION PLAN NOFMAPJ yG LOT 21 #59 BOB WHITE RUN: G 55 BARNSTABLE, MA. I 10 . NO. 12775 75 CISTVR SCALE : 1" = 30' Norman Grossman, P.L.S. LAO DATE : J U N E 20, 2001 10 Marsh View Road East Falmouth, Ma. PLAN NO. : C - 691 508-548-1920 I • L K �a _ N 3 �� 3 sa. T. 3 13� S� 5' 3' S� — OING !'PREP J. S vNDECK Pfl 1 j�• I C f:r�.i {. — — — 21 4r PS LDS - _ - WA LL. (;LL I 2�`t y i�Win„ • --- :�SrS SMOKE .. S 2g � Rc S" +���y"►.IR�L OO .. r 1 -3 �OFr, r RA1 FEz t Michnsison Building Co. SS��cFF�,r s77 PINE STREET �—ToP ►'a E �c C c CENI'ERVILLE,MA 02632 /y I ! A' \BCV E F n�o;D� /x 1 508-790-1202 Joc i 1 _J ' 2L(Y 24:2, I �J 2442 101( rYl x + p C`P E rJ 1iD(z^J� 4ur,I SHe!vPs 2y �l Q I -SMOKE r .S Snots, Ike I Es s 3 At rt'e AetEss j it / 1, 13 I - - i, Tnichaeisoz Luicc.irg Co. 473 PINE STREET 1 CENTERVILLE,MA 02632 508.790-1202 A ASP tiaT FrL oa 1t WNiTIT CEDA(Q S!{rrJP�LES W !� i.TE �U1�! OW� ER ' W,,ws I CkfA6�0� 5 1 �� Br N I ► �� ; 473 P� NF- ST, Michaelson Building Co. 473 PINE STREET h?T E��� CENTERVILLE,MA G2632 SMOKE DETECTORS O.K. Co �V I ` 508-790-1202 �N 4N, BARNSTABLE BUILDING DEPT. M�� O �y Pr O 5 3 J II,2 SPAC 2 x�, I o P I�LsTE 2uxV PT 2 n4n PT- RAiL RA.,rE T-. DEck''j 6 anx�O�•�ECk.Yo1sT F. T. i (� L-,66 .mob oLrS 10 Lo 3/ ra(, 1 AiRSPAcr aF HoutE SiotP4o+J ANGLr tkI--' � p.T, 1 o s r POST SInPs�a yX� FoSTSuPP*aT $tMPgoa 2N LA-6 OLT GRaD E PoS SOL" y L 2"BO S o rzo B E MichaeLsoz Buileirg Co. / r p w #r H 473 PINE STREET iLLGR E T CENTERVILLE,MA 02632 'rY B E I,� rl�, n �,+ 508-790-1202 Fr LLr.D Co ,ceEre S V N/J7ECk OFF I,31.3( QoaJ2. " �v� SQuk2E I�tEr , � . !_ /2r/ C cn�TrNIJvUJ . i'�wr- V6�Ij 1 . era'` AFT FLAT CE/t"G _ rQ-R �# F E L-x- � � i dL`'x8`'C'€r11N6Soist cas 2r�X10" (;�AFTFk r • - � y T N G-D�.C,K II *rG4CF �RoPEr-VF N T, 2x�� - Lotra �7r 2Xy` sry D s To F- So I.s T p To�oP YLAIf- r 73 •S 7 L�Tz q. ��' Hl,{} Tg C.ILPA-R - H M/ (f 4 2x10 FLAaRSw STD STEEL 24�6" S.rn�GLE SlL� �R�sruek Q' ar✓ A �l F s oAe,. FLL S' r=aL 1"e2Ytb x BEAn g a".' Fcv^�Ddrroa SrRgPs SEcvz�Tc S'�l L 2X �W T 4 3`�3 iA11,I 3 OCo (66 hix- GoL�/ "Y- - �.. nnr o` 41 SILL SEAL rr AhSEt TO FLook I o p.UP a lKe/Eo F R05T y sic l `r �J A,LL 2y�'X 12" 50°7-0 �I gEar�es►j 'FaortN C. �o RrI�D - 'Fcor,N4 K hficha �� 1 EY GP `� " �/ etson Building Co, a73 PANE STREET K �• CENTERVILLE.MA 02632 1 508-790.1202 CF�L,NGaJ�rs C/ G� 2 x g S H E DRAFr� oor u ' ?c l O.� `RA-FTc�S o f FR,�, m)� v Michaelson Building Co. 473 PINE STFEET { CENTERVILLE.MA 025?� 1 508-790.1202 ' it 7 /1 ?c 10��, �Eran• LL F-LoOR o, ST r -- , 16 �. I k - I 1 E I i 2x to 1 EL1N G��o TS � �coo�� �L_oa (� M N FP, � � 1 u I Michaelson Build{ gco. 473 PINE STREET / CFNTERVILLE,MA 02532 508.790-1202 K \ ALI �N DEcKS Solsrs "Sr I�aNcE-R _ 1�f EC S T S `� AND T—' isrHeNGE.2T1,61L�, � A LL Su,.� -N� UBE tom . y �� LL S v r.� D Ec`s P� sr s u�Portrs 10� � T, w; H Pes7 SvPVORTS I3 Mx Lt_ Su.>u ':t>I-GKS L A, G goLrs 7-o14ousI- —b/vyb A LT Tc 14ousE 3An]D t a.I 3, i la "s DN4 Tu,-e1-5 ►2HsoNor��� 12 H"x 6 Po sT ON' FOu 11 io i 3 ► I L A Y CC Lu_ O J i �o►s 1—a o Al N USE D � n S P Po RT W ax�G I L j- , I -L I t IT, I I I L - .13,Ek?A 6x6 PBS-' SUPPn-r FR A M N F' K ST FLOO R, Michaelson Building CO. 473 PINE STREET CENTERVILLE,MA 02632 508-790-1202 i x 3 g�is of AAA _.. CHARl,ES F. FEWOflE 3 STRUCTURAL yi> ,,01 3A359 a I I °�9FGISTEPE��F�e ►�S/ONAL ENVY I � f UAA1 I 4JALKavT 1 ( 5 9 ErAf SILL To L LLy tlLy Ta Zv�srfl� s�'LL LA- . -7 FuLL Po �- - - Post GoL,wy FU� L R Fu LL C LLAP to }�ovfLED CONCP,Ir7� WALL - - — - - - - — -1 o�-�� �O�T�E D FOOT)IJ S �� 2` - - - - - — — - - - - - - - �� ;i WAL r I o - 5� L�oB. W «1r �u� FO U N 3j�`f fo N 1 b o L F FOV�D AT O N PL A� Michaelson Building Co. p Q �� O U / T TE PINE STREET F u LL �o U'\ F _ CENTE 08-790,MA 02(i32 508-790-1202 WA-L•k ova LF 9� 70 r' C� IIHI o , �-- _ - I t 0 1 l]RADE Full Povx- I �FE�D St�NE GRAD 1= D (2�TRIN I�IGH I I I ' Ste F L I I / cha N STREET Co. 10 73 P I CENTERVILLE,NA 02632 5OF 1_.n_. �i c� Cal Inw.' ►- l i i .. a> u t ,9�;i t- ri w 2 J u- .Y ..v • w Y o .�.•z I J '►ice � w .=� ,� • O K �J W 0 o@ n 2-o LL e �alL,rj c 37� . �`f $oAP.D /'' f w 6aLv r N i ors. IS �b j—'°g g It u 2"?G�"nk �s r PR�ssbsz���r r 4 `' o t- S UN� �� i\ OF.� .. EDoolj 1 3 A r LAC, 3cCr. i a�SoNo � o\j Q Tv41 Michaelson Building Co. 473 PINE STREET CENTERVILLE,MA 02632 5.08-790-1202 The Cofnmonwealth of Massachusetts , Department of Industrial Accidents _= Office 011HY85119a ONO 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit /i �������������������������������� :/;:• •�tlitUC:=ut.tTridtTlTAittt7i ,�������jj/�j���j:. � �.. name: WILL-is Micb+ LSoti S L7 `� owntF-2. - v� location: OV Hft� . city O U I r phone ft / 1 O ❑ 1 am a homeowner performing all work myself. ❑ 1 am a sole fro rietor and have no one workin in any capacity I am an employer providing Nvorkers' compensation fiir my employees working on this job. comnam•name: address: -" : ..... ....... ....... ..... . cih': - hone.#:...,. . :<,.. • ,;. ; �'nsur cc co. /// /i%i//i/ /////%/ / �or,/o //i / �( cle m sole roprietor general contrar homeowner one)a��t�h/econ�= listed below who have the following workers' compensation olices: comnanv name: addr C44 'Z. # o . . :.::::. .... ;;:: .. .... one t� ah "O pit # I� r insurance ca / / //////.�. ri////rii/a/ camnv name: .:.::...;::::•:::.;:;.::.;...: address: citN- tnsarnncc co. : Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 an or one years'tmptvonment as well as civil penalties in the form of a STOP WORK ORDER and a flue of 5100.00 a day against me- I understand that a copy of this statement may be forwarded to the 011lce of Investigations of the'DIA for coverage verification provided above is tr 1 do hereby cenif} underZ ant!p ies ojP ry that th Date O jorntatiore w turd wed 1oo "'Z o 1 — - SiEnature I ' l r�Q I Print;Lime W -LUS I �a Phone fl���� ! `�- :. . ...... ...... otIIciai use oniv do not write in this area to be completed by city or town official c permit/license# ❑Building Department cit-v or town: ❑Licensing Board + []Selectmen's Office check if immediate response is required ❑Health Department contact person: phone#; ❑Other :. i:A Information and Instructions ,.. ter 152 section 25 requires all employers to provide workers' coin e�under on nv cow G...eral Laws chap person in the service of another empiov ees. ?,s quoted from the "law", an employee is defined as every f press or implied, oral or written- er is deemed as an individu�-}Partnerslu , associa�ion.�corporation or other legal entity, or any two or more c: ,�n,c1r I and including the legal representatives of a deceased employer, or the receive d:e.ioie_oin2 engaged in a Job enterprise' lovees. However the owner of a Leo cf=individual , partnership, association or other legal entity, employing ensp house of anents and who resides therein, or the occupant of the dwelling dvrel ing house having not more than three aP house or on the grounds another mho tnplovs persons to do maintenance , construction or repair work on such dwelling e of such employment be deemed to be an employer build= appurtenant thereto shall not becaus . ' te: 152 section 25 also states that every state or local licensing agency shall for hold any applicant who � he issuance or rele* MGL chap of a Iice. 2 or permit to operate a business or to construct buildings in a commonwealth acceptable evidence of compliance with the insurance coverage req�eireno an�cc of public work wo the not producedp contract for p ccrnm0nv,,ea!th nor any of its political subdivisions shall enter i chapter have been presented to the contrac" accertable evidence of compliance with the insurance rem ents 0 a„ ormt. Applicants � t - { • ` � �' lies to our s7tuation and ,, compensation affidavit completely, by checking the box that app Y .11 In the workers' Come with a certificate of insurance as all affidavits may e anv names, address and phone numbers`along sure o M supph�ing'� - of Industrial Acddetrts for confirmation of insurance coverage:, Also be s A t s..n and permit or license is ;uomfted to the Department should be returned to the-city'or.town that the'.aPplication for the p or if . the "law„ 'Me ai,:davit. The Affidavit have an estions regarding D" artimeat of Industrial Accidents. Should you Y�� below. t:jna requested, not the � compensation poliry�please call the Department at the number listed required to obtain / > .. City or Towns is complete and Printed legibly. The Department has provided a space at the bottom o: 'Please;,-sure that the affidavitomp has to contact you regarding the applicant. Please davit for you to fill out in the event the Office of kvestigatiohs -� einiit/licease number which will be used as a reference number. The affidavits may be z tC be sure `o fill m the p emeats have been made. the Deoa.rmient by mail or FAX unless other among ou in advance for you cooperation and should you have any questions 3 The �Jffice of Investigations would like to thank y, . please do nbt hesitate to give us a call. MEN W1111711 WOR Moo e D=arinent's address,tei6phone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents ' Office of Investlgatlons 600 Washington Street 'Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 Value LIVING SPACE (high end construction) square feet X$115/sq. foot= (above average construction) 197asquare feet X$96/sq. foot= `I / (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK ��� square feet X$15/sq. foot OTHER square feet X$??/sq. foot= p, 00 Total Estimated Project Cost For Office Use Only /nc/usionar,y Affordab/e Housing Fee 7 Residential Commercial" Property Owner's Name Project Location Project Value Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ IAHFORM 1%3/00 J M CMR Appawft 1 TableJ3=b(amdaaed) proeriptive PseWLM for Due and Twe•Faatiilr ReddmdN Buildlap Heated with Feed Fuel MAXIMUM NmmuM Glazing Glazing Ceiling WaU Floor Hatemeat Slab Heuing/cooling Area'('A) U-values R-vaiuua R vacua' Rvalud wall F.fficicccY Padcaa_e Rvala Rvaluel 5"1 to 6500 Hearing Degeee Dare' Q 12% 0.40 1 19 10 ' ' 6 Normal R 12% 0.52 30 19 19 10 6 Normal 9 12% 0.50 3 13 -- 19 10 . 6 83 AFUE T 15% 0.36 38 I - 23 WA WA Normal U 15% 0.46 38 19 19 !0 6 Normal V 15% 0.44 38 3 -= 2S WA WA 83 AFVE L15% O.S2 30 19 19 10 6 85 AFUE 19% 0.32 38 3 —"' ' WA WA Normal -18% 0.42 38 19 — WA WA Noma! 18% 0.42 38 1 19 10. 6 90 AFUE 18% 0.30 30 19 l9 .10 6 90 AFUE . ._ I. ADDRESS OF PROPERTY: �� ��• � e.T� U --- 2. SQUARE FOOTAGE OF ALL EXTERIOR WALES: 1 3. SQUARE FOOTAGE OF ALL GLAZING. - O a 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above); NOTE: OTHER MORE INVOLVED METHODS.OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-I980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and ' basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 W of glazing area. z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.I a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have-a U-value no greater than 0.35. Door U-values must be tested and documented by the manuf cturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door con glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 .T2it./•t:43ti;,r.3' l.�c*''eX7^"'TaI`�fkp�4v,_' ¢+�i: t� rrs, .ea+er..,yr, }.r-d.'1+2.wra'.x^JeFy ^�y' ^S�' +�4•'�7*;R'r"''rd"�r^w !'�vt''`.a,.. O THE _ The. Town of Barnstable • 1ARNSTABM • 9�AMAS& Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner:UW/;S Map/Parcel: �f " Project Address: 5 l h I''� /1(,(� Builder: V The following items were noted on reviewing: U'S iV-N (0% Sov,o ��l�Ps u011'// E?pc/ J . v • vq i r e, 1" �� ci s i n Q ed y A��\ % 1s m a r i-kQ, s be o less AA^ low Ore (AOCA gDi-yQ 4r) LAQt v J y6(.l (A VI 2f �'�i G 'P'rS . Please call 508 862-4038 for re-inspection. Inspected-by—, _ Date: f q:buildinglbrms:review BOARD OF BUILDING REGULATIONS �` •License: CONSTRUCTION SUPERVISOR Number. CS 059W5 cr ` Birthdate: 07/15/1952 Expires:07/15=02 Tr.no: 253 Restricted To: 00 WILLIS H MICHAELSON JR _ 473 PINE ST �•M•��i/�'-^ CENTERVILLE, MA 02632 Administrator _ Bly-:: 13-fit'3 P I►. 12 r G G;G__; 1 0—`r—201DO 12 1 e 1 1DEP File Numis�: Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands SE3-3724 WPA Form 5 - Order of Conditions Provided by DE;P Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 y01VE ` TOWN . A. General Information { Il�tTjj Important: i639- When filling From: out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicard): Willis Michaelson Name Name 473 Pine Street Mailing Address Mailing Address Centerville, MA 02632 City/town State Zip Code City/Town State Zip Cxde 1. Project Location: 59 .Bob White Run Cotuit - Street Address City/rown 024 053 ' Assessors Map/Pla!Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: _Barnstable 12973 9A County Book Page Certificate(if registered land) 3. Dates: October 26, 2000 Date Notice of Intent Filed Date ublic Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Site plan and sewage disposal August 31, 2000 Title Date 5. Final Plans and Documents Signed and Stamped by.- Norman Grossman, RLS Name 6. Total Fee: $250.00 (from Appendix B:Wetland Fee Transmittal Form) VVPA Form S pa2e I=— Rev 02100 ' i v . s a �%% I3 i 6d 6�% 20.4So O wak r �/ to s444042 p �t 4014 at 4 a' } sr,soo�s to 9♦. 1`�• jj� ao,oca 1 u s�7.oa:o wb �i� tG v 3=to J601'!s' 7o.ga' r 9.<!' � ' 18 1 • �� •1 A aV J m.�oT 1 in b „i ss.aoo 4. fz � � �.`= 6 � •=� � �� = v , re Qt,A 1' }• sgoDo� `G PZ W tr h� p• o t$ ,,� �'° ' Z ' Zz^` L�Ja !! EXH. 3 p n,479 ' AO / .,. w w u ` „6'Too +nr • L } Lo 000 y b 7 N i vat moo i �• �n• xr;oco#* �,. Pk' a CQ�' # •eo'/ �l rr. �'' a- Lv a�.,tpdd 1. Rl,o�,� V. 66, srry• �4027 s �1G. a6` �c`�'• V o �, , / t � 3 �t • ygo r/ a7^ .o� sl,3oo�s t t, 144 ,co %s4 o`•w r* III � �f,Aoo t• Yj• 'yam. �4 o f�'8a �, ; � ALA' - - N� •f QM az;400ar ?�,�cEQ'ems, A is a VO�r qb • 1 , ,a000 r Wig- . UO. 1 Z A � t � \ a VA • to � LLlANBLQR" L.pa � °$AWDALWOOD AT QjANTU1T ,a•.Lo t n � 31 ? ' 5UBDIV151ON PLAN OF LAND IN sfNrVrr .5ARNSTABLE 11I`LS ? x 0 �N> .��. o4 ACREST 1 Foo w l° "' EVERETT B+BERNCE D.JACKSON SCALE r'• 100'' 6cvrcMBEo,AaS M1����' �? tQ P VVV t �� ► 3COTT A650CIATE5 0 5URVEVOCS 50uT1.1 D9WN15,MA55- 'CAPE COD • � . ��L . - ` 'I' L�•, ,G I NEQEBV CE4 IFS THAT TLatS PLAN M \T 'Jr 1• �\ WA0►•RAVE ,N ACCOpDANCE WITH 1 4,A' tOgP q' Sw fix'-^tJC`ABLEF*-w:lrrYZia S!\'c^ to 920UT It A; HOWARDW OLEQlz Tg;�,•.°:.� T"K T'OwN or BARNSTABLE.P E6V '.•;!••� GE4T,KV TNAT TNL NOTLCa< Oc^-p0W,'1L NO OCT o 5 ptc of T utE PLANv SAa► ETABL E APPPOVED.pA'rE_ —_ BC D NAi1SCCJ1 i D F,LLLD IWAO w� BARNSTABLE AN ADO, PLANK11" ict -AMD ANDOQCOaDED AT Tlt9 O (omrs w AAA 40 NO►arort `Oc APPEAL_WM U"aeviD 4;DE816N1VAAS •. .. rKC MY'IF WIN err— — _ pURLN4 7HL TWENTY DAY• NV:f A••TEa Cpe+WNqyT%.$LMY SLXU RECt,DT AND OLCOQDW6 Or ' C4ILKcobv-:Sc SA10 T10E. 199 - 8I Op THE 6AANST U4 MASS prfD!M� Town of Barnstable Zoning Board of Appeals Decision and Notic0;; Conlin -Appeal Number 2000-26 Variance to Section 3-1.4(5) Bulk Regulations - Minimum Lot Size Summary: Granted with Conditions Applicant: James M. Conlin Property Address: 27 and 59 Bob White Run, Cotuit, MA Assessor's Map/Parcel: Map 024, Parcels 052 and 053 Area: Parcel 052-0.72 acres, Parcel 053-0.73 acre Zoning: RF Residential F Zoning District Groundwater Overlay: GP Groundwater Protection District Background: On August 23, 1978, under Appeal No. 1978-57, the Zoning Board of Appeals granted a variance from the minimum lot size requirement to allow these two lots to be considered as two buildable lots. However, this variance was never exercised within the required one year time-frame. Today, the applicant, James M. Conlin, is seeking a Variance to Section 3-1.4(5) Bulk Regulations- Minimum Lot Size to re-establish the two lots a separate buildable lots under zoning. Procedural Summary: U This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on a February 14, 2000. A public hearing before the Zoning Board of Appeals was duly.advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened March 29, 2000, at M which time the Board granted the requested relief. NI Hearing Summary: Y Board Members hearing this appeal were Gene Burman, Gail Nightingale, Ron Jansson, Richard Boy, o and Chairman Emmett Glynn. Attorney Theodore A. Schilling represented the applicant, James M. Conlin, who was present. A memorandum was previously submitted to the file by Attorney Schilling. Attorney Schilling indicated that this property was granted a Variance in 1978 based on a similar site plan and the variance conditions have not changed since that time. The topography has not changed. Public Comment: Dennis Valente, an abutter, submitted photographs to the file which show a step slope with wetlands in the back of the lot in issue. He is in opposition to this appeal.. Patrick Brown was concerned about the wetlands. No one else spoke in favor or in opposition to this appeal. For clarification: The Board told the abutters that even if this Variance is granted for bulk regulations, the applicant must still comply with Board of Health and Conservation Regulations. Attorney Schilling reviewed the appeal before the Board. He explained that in 1978, under Appeal Number 1978-57, the Zoning Board of Appeals granted a variance from the minimum lot size requirement to allow these two lots to be considered as two buildable lots. However, that variance was not exercised within the required time-frame. The applicant is before the Board again seeking a variance for two lots of the same exact square footage but in a slightly different configuration. The center line between the two i Town of Barnstable-Zoning Board of Appeals-Decision and Notice ►' Conlin-Appeal Number 2000-26 Variance to Section 3-1.4(5) Bulk Regulations-Minimum Lot Size lots has been changed to be more compatible with the development of the lot. The same Variance Conditions exist now as existed in 1978. The houses that will be built on these two lots will be controlled and regulated by the Board of Health and the Conservation Commission. As to Variance Conditions pursuant to MGL Chapter 40A, Section 10, there is a hardship in that the Petitioner, James M. Conlin, suffered a heart attack and had by-pass surgery. There are topographical conditions unique to the lots which create a hole located between the two lots, leading to the rear of the lot. To require the Petitioner to conform to a different lot size than other lots in the neighborhood, would impose a hardship upon the Petitioner. Because many of the lots in this area are similar in size and the prior granting of the variance under the same conditions, the granting of the relief would not be in derogation of the spirit and intent of the Zoning Ordinance and would not cause substantial detriment to the neighborhood. Findings of Fact: At the hearing of March 29, 2000, the Board found the following findings of fact as related to Appeal No. 2000-26: 1. The applicant, James M. Conlin, is seeking a Variance to Section 3-1.4(5) Bulk Regulations- Minimum Lot Size. The Property Address is 27 and 59 Bob White Run, Cotuit, MA as shown on Assessor's Map 024, Parcels 052 and 053. The area of Parcel 052 is 0.72 acres, and the area of Parcel 053 is 0.73 acre. The property is located in the RF Residential F Zoning District and the WP Wellhead Protection Overlay District. 2. On August 23, 1978, under Appeal No. 1978-57, the Zoning Board of Appeals granted a variance from the minimum lot size requirement to allow these two lots to be considered as two buildable lots. However, this variance was never exercised within the required one year time-frame. In granting the variance the Board found that each lot contained approximately 31,500 sq. ft. 3. The reconfiguration of the two lots as shown on the proposed subdivision plan does not adversely affect or change the original granted variance and the conditions found owing thereto. 4. The topographical conditions unique to the lots are shown on Town of Barnstable's topography plan effectively creating a hole located between the two lots, leading to the rear of the lot. 5. To require the Petitioner to conform to a different lot size than in the neighborhood of this development, would impose a hardship upon the Petitioner. 6. Because many of the lots in this area are similar in size and the prior granting of the variance under the same cond)tions, the granting of the relief would not be in derogation of the spirit and intent of the Zoning Ordinance and would not cause substantial detriment to the neighborhood. The Vote was as follows: AYE: Gene Burman, Gail Nightingale, Richard Boy, and Chairman Emmett Glynn NAY: Ron Jansson Decision: Based on the findings of fact, a motion was duly made and seconded to grant the relief being sought in Appeal No. 2000-26, subject to the following terms and conditions: 1. The lots are to be created as presented to the Board in a plan titled " Plan of Land Bob White Run Cotuit, MA" dated January 14, 2000 drawn by Norman Grossman, RPLS. 2. The Approval Not Required (ANR) Plan that is to be submitted to the Planning Board, shall reference this Decision. The ANR plan and Variance are to be recorded together. 3. The development of the lots shall conform to all Health Department regulations without Variances for the Board of Health. 4. The conditions imposed during the creation of the drainage easement on this site shall not be changed without further approval from the proper authorities. 2 I Town of Barnstable-Zoning Board of Appeals-Decision and Notice Conlin-Appeal Number 2000-26 Variance to Section 3-1.4(5)Bulk Regulations-Minimum Lot Size The Vote was as follows: AYE: Gene Burman, Gail Nightingale, Richard Boy, and Chairman Emmett Glynn NAY: Ron Jansson Mr. Jansson stated he voted in the negative as he felt the variance conditions cited do not relate to the nature of the relief being sought. Order: Variance Number 2000-26 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this /,`, day of., %,,, E��t c e under the pains and penalties of perjury. �...... Linda Hutchenrider, Town Clerk 3 Check Inquiry Summary BankofAmericaI' Account Number: 1416208820 Merrill Lynch Account Name: SCTY Cape Cod MA Bank ID: 121000358 sOLARCITY CORPORATION 786496 o'ZD CAPE COD OPERATING ACCOUNT lwwmd DATE DOLLAAS 8 —30 p 78649SO 4&240003581: i4&S2!1-088 200 0 Check Number: 786496 Amouht:."80.00 Account Number. 1416208820 Posted Dater 01/06/2016 Account Name: SCTY Cape Cod Paid Date: 01/06/2016 MA Bank ID: 1'21000358 Electronic;Endorsement labrmatior►: BOFD-Bank Of First Deposit Bank Name:ROCKLAND TRUST COMPANY Bank Name:U.S. BANK NATIONAL (BOFD) ASSOCIATION Date:01/06/2016 Date:01/07/2016 R/T:11304478 R/T:91000022 Sequence Number:49360000994393 Sequence Number.008951371652 I . a �t t 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIOP Mapi" Parcel• J7 Application # Health Division Date Issued ILA `dIS Conservation Division Application F Planning Dept. Permit Fee C Date Definitive Plan Approved by Planning Board A � Historic - OKH / o _ Preservation / Hyannis NCO Project Street Address k4q` A-Wb ie Village Coin" Owner Address �� db-Wh 4e (2�r1 Telephone SbS • Uzi • 0yspi fit`k MA &9&36;— Permit Request S1za� So\ w S or L �� S� C-�r1 ne��Z i �+� c�cc-4Y i c S s •, . - K t�1' V�' � LLh�� Square feet: 1 st floor: existing ' proposed —2nd floor: existing proposed Total new Zoning District 1R Flood Plain Groundwater Overlay Project Valuation ,aNI) Construction Type a13 Lot Size r Grandfathered: ❑Yes ;6*o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 1,6 Historic House: ❑Yes ;d-No On Old King's Highway: ❑Yes A:�Jo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other N 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 F _= Central Air: ❑Yes ❑ No Fireplaces: Existin New Existing wood%coal stove. ❑LLB&s ❑ No Detached garage: ❑ existing ❑ new sizeKipool: ❑ existing ❑ new si Barn:,Psting -O new, sizet/v Attached garage: ❑existing ❑ new siz , Shed: ❑ existing ❑ new size Other: ye c� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yeses J�-No If yes, site plan review # !� Current Use f7 Proposed Use APPLICANT INFORMATION (,BpUILDER OR HOMEOWNER) 4Nam66D l�'`�"" �� �J�.Se� Telephone Number J�� 114D 31 p Address License # r / / Home Improvement Contractor# 16 8,7,2 Email Worker's Compensation # d/�c9piS C� ALL CON RUCTION DEBRIS RESULT FROM THIS PROJECT ILL BE TAKEN.TO Eda,��D.S S SIGNATURE DATE L_ P ' FOR'OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP'/PARCEL NO. ti ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION a • FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL - FINAL BUILDING '. r. DATE CLOSED OUT - ` . ASSOCIATION PLAN NO. f 4VA SolarCity. OWNER AUTHORIZATION Job ID:- Z 6 22�2 Location: '7 //� . �i�✓1 G ice f/ 1-f 3.5 T I Os .1 as Owner of the subject property hereby authorize SolarCity Corn—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work'authorized by this building permit application and signed contract. —on F K i nature of Owner: ate: 24 St Martin Drive,Building.2 Unit 11 Marlborough,MA 01752- T(888)SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL8 888104,CO tC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488,HI CF2977O, MANIC 168572,MD MHIC 128948,NJ 13YHO616O6OO,NY WC�24624"H I I.OR CC9 180498;NL 077343,TX TDLA 270D6,WA SOLARC-919O1 Nsesanuastt� DattM'meMOI puU�rc 8xhztj� flottro oI Qu�t�nQ Requiat����0 SI[r�Ea►ttO Cams CS-108616 1 I JASON.PATRY 821 STEWART NUVEA- Abington MA 02251 �.,...... ...� 02106/2019 :►- Oftks of Cououur AtLt»&t3olimts Re@d�eko ( . H0ME IMPROVEMENT CONTRACTOR Regtatrntlon: IOBV2 Typo� Explmtlon: 3181Z017 SuppbnoM SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI � — AAkBoROUGH,MA o1782 Uaftracrenry r ILI Tito Common ltreaM of Massachiaeft Department of Industrial Accidents 1 Congfm Street,Suite 100 Boston,MA 02114-21117 www.mamgov/dia 'Workers'Compensation Insurance Affidavit-Builders/Contractors/Electriciess/Plumbem TO BE FILED WITH Tiff PERMfrrl1VG AUTHORITY. Agglicant Information Please Print LepIhly_ NaM(IiLLsineWOrgunizarmn[Individtw): SolarCity Corporation Address: 3055 Ciearview Way City/Stale/Zip: Saws Mateo,CA 94402 phone#: (888)765-2489 Are you-so eroplwyer?Check the appropriate box: Type of project(required): 1.©I am aemplo w whit 15,000 c"loyeos(fall a rdlorparidimc).• 7. ❑New construction 2.[]l mn a sole proprietor or partnership mid have no ewlgccs work-in for in S. Rcmodoling any capacity.[No worker'comp.insumnce it:qu'med.] 5.�1 am a homeownerdoing'all work myset(.(Nuworken'congr.insurancee required.]t I1 Q Demolition 4.[]l am a honwowncr mod witl bo hiring amtraetors to conduct all work on my property'. I will 0❑Building addition ensure that all cnnuvctors cither have wurkw..'cotnpansation insurenceorare We I I.[]Electrical repairs or additions proprietors with no amloyces. . 12.Q Plumbing repairs or additions So I am a gernxal.comuactar and I have hired the soh-crmirualors listed oil the attached Sheet 13.❑Roof repairs These sub-contraaom have employees and have wdrkas'=np.insurance; Iq.00thsr staler panels6.Q we are a corporation and its officers have exemised their right of exemption per MOI_c. l5Z 51(4).and we have no employees.[No tvoiken'comp.insurance requited.] *Any applicant dun checks box 91 must rdso fill oat the scetion below showing their workers'campa tution policy"vrfonnntion. *I lorneownM'who subroil this alrtdaVit indieeting they are doing all work and then hire outside contractors must SLOZML a ltnw aMdavit iadieating suedt. tCoutrzam dim chcck thLs box must attached an additional sheet showing rho name of tho sub-contrartors and slide whelbee or of those entities have tmploy=. if the sub-contrnctois have cmg! ids,lhey rant provide their wdrkcre comp.policy tarnibm I am an employer thud is providing workers'compensation lnsrimneefor my employees. Below is the policy and job site information. Insurance Company Name:American Zurich Insurance Company Policy#or St:lf-lets.Lie b: WC0182015-00 Expiration Date: 9/1/2016 Job Site Address: 49 Bob-White Run City/Stateaip: Cotuit,MA 02635 Attach a copy of the workers' compensation policy deelaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by a fine up tG$1,500.00 and/ar one-year imprisonment,as well as civil penalties in the fonts ofa 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. 1 do hereby cerl&mnder the pulps aml penaltle>i of perjury that the ltl formation provided above is drue and cerred. (Jason Palr . December 2, 2015 0 Of tck d use only. Do not write in this area,to be completed by city or town offlelal, City or Town: PermidLicense# Issuing Apthority(circle one): 1.Board of Heahh 2.Building Deparlmanl 3.City/Town Clerk 4.Meeirkal Inspector S.Plumbing Inspector 6.Other Contact PersGn: Phone#: CCOR ® DATE(MMIDDIYYYY)A L!� VR CERTIFICATE OF LIABILITY INSURANCE 01712015 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 polioy(les)must be endorsed. IT 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 Rau of such endorsemen s. PRODUCER CONTACT MARSHRISKB INSURANCE SERMCES —..._._—._._...... ._..._... . _..._. _....—..T.-- NE 345CALFORNIA STREET,SUITE130D rac°No.Eatt ..._.._.. . . ..._.............. .. .-_.......11iw•�z. CALIFORNIA LICENSE NO.0437153 E4ML SAN FRANCISCO,CA 94104 vpplm:.......... .._.....__.._ AtIn:ShammnScoU415-743-M34 _._....... _..........•INSURER(S)AFFORDUIGCOVERAGE.,„, .-__,_,• NAIC4 _ 998301-STND-GAWUE-15-16 wsur:r A;Zurich American Insu►arnCompany IISM6 WSUNEO INSU R9 3055 :-NIA _ 'NIA Crty Corporation A 3065 Clearvlew Way INSURER C:NIA ............. _..._.._.._. San Mateo,CA 9UO2' INSURER D:American Zurich insurer=Company INSURER E:. .-.-•--- INSURER F COVERAGES CERTIFICATE NUMBER: SEA-002713MB-08 REVISION NUMBER:4 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 It,)SR'..__ ._..._ _.....rADDLTSi1 .. ........................ .......... ^POLICYEFF POLICYEXP ---- —-- ......_.._.._. .............. L TYPE OF INSURANCE CV NUMBER MM LIMITS A X 'COMMERCIAL GENERAL LIABILITY GLOM82016-M 094112015 1091I)MM6 EACH OCCURRENCE. s 3.000_000 -- DAMA�b�€PTTED F. ....J CLAIMS40DE .X. OCCUR - PREplI.$E$�{Fa rr�nceJ.,. S 3,000,000 X SIR;5250,000 I MED EXP(any i PERSONAL&ADV IPUURY S 3,000,000 GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S __ 6,00000 X POLICY JEa �... 'LOG PRORUCTS:COEM1PlOPAGG 5-_ _.__ . _ 6.000,000 OTHER. S A AUTOMOBILE 1TY SAP01112O17-00 09101015 09101r1016 017BNED NG S _...._.5,000.000 X ANY AU70 i I I BODILY INJURY(Per person) S —-- X. ALLOWNED X SCHEDULED i I $ODILY INJURY(Per accident) S X_. f � PROPERTY DAMAGE HIRED AUTOS ALHOSX.. ........... .S. 1 ... ._._..�-.... ._...._.._ COMPICOLL CEO: S $5,000 , UMBRIILALIAD I EACH OCCURRENCE S_........._... EXCESS LIAR r-cm CLAfAtS-MADE � � � AGGREGATE ...__._......._ $.._..._............._ 'M i RETENTION 5 , D WORKERSCOMPENSATWN ; jWC0182014-OQ(AOS) 09101r1015 109101r1016 X I PERTVTE_ R_H AND EMPLOYERS'LIABILITY •- A ANY PROPRtETOR/PAR7NF1t1EXECUTIVE Y�R/aj18201500{MA) 091D11�15 091011201E EL EACH ACCIDENT s 1,000,000 OFFICER!ldEMeER E%CLUDED) —._ .._....._ ............. (Mandatary In NlQ ?IVC DEDUCTIBLE$SW,DW E L.DISEASE.EA EMPLOYEE S 1,000,000 ._ DESCRIPTION OF OPERATIONS belirw I El DISEASE-POUCY LIMIT 5 � I � 1 ' DESCRIPnON OF OPERATIONS I LOCATIONS)VEHICLES(ACORD ift,AddlUonal Remarks Schedule,may he attached It mesa space Is raqu4edl Evidence o(insurance. CERTIFICATE HOLDER CANCELLATION SdmCAy CotpotetlOn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055CIearvien Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Meted.CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of March Risk S Inwrance Services CharlesMamrolejo .! 01980-2014 ACORD CORPORATION. All rights reserved. ACORD 2612014101) The ACORD name and logo are registered marks of ACORD Version#53.4-TBD �pp;SolarCit y November 30, 2015N OF �{ RE: CERTIFICATION LETTER ��t�pIN G Project/Job #0262242 c Project Address: Piroski Residence O I L rA 49 Bob-White Run 1 Q Cotuit, MA 02635 AHJ Barnstable SS NAL N� SC Office Cape Cod 12/01/2015 Design Criteria: -Applicable Codes = MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL= 14 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) - MP2: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19312 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above-was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on.the roof's supporting structural system having been originally designed,and constructed in accordance with the building code requirements. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by Nick Gordon Date:2015.12.007:30:11 -08'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA CSLB 888104.CO EC 8041.CT HIC 0632778.DC HIC 7 f101466,DC HIS 71101488,HI CT•29770,MA HIC 168672.MD MHIC 128946,NJ 13VH06160600. OR CCB 180498.PA 077343,TX TOLR 27008,WA GCL:SOLARC'fl1007.O 2013 SOIorClty.All dphI3 mseroed, Version*53.4-TBD �o; SolarCit i y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape' Hardware-.Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR i MPi 64" 24" 39" NA Staggered 77.7% MP2 64" 24" 39" NA Staggered 69.8% I i Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever. Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPl 48" 17" 65" NA Staggered 97.0% MP2 48" 19" 65" NA Staggered 87.0% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP3 Finished Attic @ 16 in.O.C. 450 Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 200 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing Information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROQ 243771,CA CSLB 8881g4.CO EC 8041.Cl'HIC 0632778.OC HIC 71101486,DC MIS 71101486.HI CT-20770.MA HIC 108572,MD MHIC 128948.NJ 13VH0616060q. OR CCB 180498.PA 077343,l'X TDLR 27006,WA GCL:SOLARC'91907.0 2013 Sotardly.All rights re"rved. i r : STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MPl Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties .Span 1 11.86 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.A2 Re-Roof No San 4 S. 21.39 in.A3 PI wood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Rake Span 17.93 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1 Start 2.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV i End 15.67 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Em;,, 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.41 19.8 psf 19.8 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.54 1 x 0.29 16.2 psf 8.7 psf Total Load(Governing LC I TL 1 1 36.0 psf 1 32.7 osf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Cj(Ct)(Is)py; Ce 0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb I CD I CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand I Net Im act Result Gravity Loading Check 469 psi 423 psi 0.90 Pass i I . [CALCULATION OF DESIGN WINVLOADS=_MP1 1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 450 Rafter Sp 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _ X-X Purlins Only _ _ NA. _ Tile Reveal Tile Roofs Only NA Tile Attachment System Tle_Roofs Onl NA Standin Seam ra S acin SM Seam Only-1— NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design Method Partialgfflully_Enclosed_M_ethod Basic Wind Speed V 110 mph Fig. 6-1 Exposure_Category ____ C _Section.6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor K4 _ 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC w 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC,) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing.�� Landscape 64" 39" Max Allowable Cantilever"Landscape 24 NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift et Standoff T-actual -389_I6s Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantile_v_er Portrait 17" NA sta ndoit Confi uration Portrait Staggered Max Standoff-Tributary Area Trib _ __ _22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff T-actual -485 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aciIty DCR 97.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 11.12 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 PI ood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 12.71 ft TL DON Limit 120 Vaulted Ceiling No PV 1 Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.92 ft Wood Grade #2 Rafter Sloe 200 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.06 11.2 psf 11.2 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SL12 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load(Governing LC I TL 1 32.2 psf 1 35.4 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)pg; Ce=0.9,Cr=1.1,IS=1.0 Member Design Summa (per NDS GoverningLoad Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.51 1 1.2 1.15 Member Analysis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending + Stress 658 psi 6.4 ft 1389 psi 0.47 Pass I i ' CALCULATION=OF DESIGN'1NIND�L'OADS=MP2 Mounting Plane Information Roofing Material Comp Roof PV Sys tem Type SolarCity_SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 200 Rafter_Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only _ __ NA StandingSeam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure.Category C Section_6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt _1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 pslF Wind Pressure Ext. Pressure Coefficient U G u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC w 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(G ) Equation 6-22 Wind Pressure Up MUM -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 0 64" 39" Max Allowable.Cantilever La� ndscape_ 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual_ _ 349_lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.8% X-Direction Y-Direction Max Allowable Standoff Si acing_ Portrait 48" 65" Max Allowable Cantilever Portrait _ 191. NA_ Standoff Configuration Portrait Staggered Max St andoff_Tributary Area — Trib_ 22 sf PV Assembly Dead Load W-PV 3.0 psf NetW ind Uplift at Standoff _ T-actual -435_Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 87.0% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A >, AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEETPV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. •- e MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS ! Q REV A NAME DATE COMMENTS �a s i UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREINISOLAREDGE JOB NUMBER PREMISE OWNER: DESCRIPTION:. DESIGN:. CONTAINED SHALL NOT BE USED FOR THE J B-0262242 00 , . BENEFIT OF ANYONE EXCEPT SOLARCITY INMOUNTING SYSTEM: PIROSKI, CARMEN PIROSKI RESIDENCE Mauricio Rivera �:,;SD�a�C�ty.NOR SHALL IT BE DISCLOSED IN WHOLE ORCom Mount T e C 49 BOB-WHITE RUN 8.32 KW PV ARRAY WO. PART TO OTHERS EXCEPT IN THE RECIPIENTMODUU:P COTUIT, MA 02635 r THE ORG�SALE nAND USE OF IN RESPECTIVE CONNECTION 1 (32) TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive,Building 2,Unit It SOLARCITY EQUIPMENT, WITHOUT THE WRIT PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T. (650)638-1028 F: (650)638-1029 SE7600A—US002SNR2 (508) 681-0159 COVER SHEET PV 1 11/30/2015 (B88)—sa-CITY -2aB9) .solaraRyoora PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH:323 ARRAY AZIMUTH: 323 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH: 143 ARRAY AZIMUTH: 143 MATERIAL: Comp Shingle STORY: 2 Stories D OAC M © Inv LEGEND (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS idW © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS 2 �y�H OF N a D DISTRIBUTION PANEL & LABELS f y « LOAD CENTER & WARNING LABELS . 1 Q B 9�� F /S DEDICATED PV SYSTEM METER SS NAL�N6 12/01/2015 O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR Digitally signed�by Nick Gordon GATE/FENCE Date:2015.12.01 07:30:24-08'00' O HEAT.PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_J SITE PLAN ti Scale: 1/8" = 1' 01' 8 16NAME ' F s J B-0 2 6 2 2 4 2 0 0 OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER — `\�?�SOlarClt o CONTAINED SHALL NOT BE USED FOR THE PIROSKI, CARMEN PIROSKI RESIDENCE Mauricio Rivera BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � " NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 49 BOB WHITE RUN 8.32 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-260PD05.18 PACE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVMTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOIARCITY INC. SOLAREDGE SE7600A—US002SNR2 (508) 681-0159 SITE PLAN PV 2 11/30/2015 (868)-SOL-CITY(765-2489) www.solareity.eom • (E) COLLAR TIE (E) KNEE WALL S1 4„ S1 0 (E) LBW. R, SIDE VIEW OF MP2 NTS (E) LBW Q �1 SIDE VIEW OF MPH: NTs MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPl I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NoTEs LANDSCAPE 64" 24° STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 4811 19" AIT PORTR 48" v" ROOF AZI 143 PITCH 20 RAFTER 2X10 @ 16"OC ROOF AZI-323 PITCH 45 STORIES:2 RAFTER 2x8 @ 16" OC - STORIES: 2 ARRAY A2'I 323 PITCH 45 ARRAY AZI 143 PITCH 20 C.3. 2x8 @16"OC Comp Shingle C.J. 2x8 @ 16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE - ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) ff SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. �y�H OF /{ ZEP FLASHING C (3) (3) INSERT FLASHING. N G (E) COMP. SHINGLE g (1) (4) PLACE MOUNT. " I L y (E) ROOF DECKING (2) V (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. NAL 12/01/2015 STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER C6)1 BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF 1 CONFIDENTIAL OWNER: DESCRIPTION: DESIGN: — THE INFORMATION HEREIN JOB NUMBER: JB-0262242 OO CONTAINED SHALL NOT USED FOR THE . PIROSKI, CARMEN PIROSKI RESIDENCE Mauricio Rivera SO�afC•�ty. BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MOUNTING SYSTEM: �•.,; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 49 BOB-WHITE RUN 8.32 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENTS uoouLEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive. Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-260PD05.18 SHEET: REV DATE Marlborough,Ma ons2 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MVERTER PAGE NAME T: (650)638-1028 F. (65D)638-1029 PERMISSION OF SOLARGTY INC. SOLAREDGE SE760OA—US002SNR2 (508) 681=0159 STRUCTURAL VIEWS PV' 3 11/30/201 (888)—SOL—CITY(765-2489) www.solarcitr.00rn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoMatch Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE# SE760OA-US002SNR? -02)TRINA SOLAR # TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43950628 Tie-In: Supply Side Connection Inverter; 7600W, 240V, 97.5%q w Unifed Disco and ZB, RGM, AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 150A MAIN SERVICE PANEL E 150A/2P MAIN CIRCUIT BREAKER Inverter 1 ' (E) WIRING BRYANT CUTLER-HAMMER Load Center fD 150A 2P 4 Disconnect 3 SOLAREDGE +/ SE760OA-US002SNR2 ------MP1,MP2�1x19 A 40A/2P B p L1 r------------ I B 1 13) 1 1 - 1�� L2 DC+ I I N DG I 2 II (E) LOADS c r- ---- GND ------------------------- - GEC ---TN pG C+ MP2: 1x13 GND -- EC-'C--- --------------------- ------------- G - ♦� N I (1)Conduit Kit; 3/4' EMT 1 G E C GEC_ z � � I I I I I I - GEC ll T-T TO 120/240V I I SINGLE PHASE I I UTILITY SERVICE I I • I I " I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Gro r Rod (1)BRYANT g BR24L70RP PV 02)SOLAREDGE�30D-2NA4AZS 5y8 x 8, per, Load Center, 70A 120/240V, NEMA 3R AC PowerBox timizer, 300W, H4, DC to DC, ZEP DC - 2)ILSCO+IPC 4 D-/6 -(1)CUTLER-HAMM BR240 nd (,)AwG�6, Solid Bare Copper ( Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Breaker, 40A�2P, 2 Spaces S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE B (1)CUTLER-HAMMER 0 DG222URB -(1)Ground Rod; 5/8' x 8% Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R N ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL -(1)CUTLER- AMMERp DG100NB ( ) Ground�Neutral I(it; 60-100A General Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG J6, THWN-2, Black 1 AWG , THWN-2, Black 2 AWG f1O, PV Wire, 60OV, Black Voc 500 VDC Isc =15 ADC O (1)AWG #6, THWN-2, Red O (1)AWG$8, THWN-2, Red 1)AWG J6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.93 ADC (1)AWG 16, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC 0.. . (1 Condut Kit;.3/4'_EMT . . _ . . ..-(1)AWG/6,•Solid Bare.Copper. GEC. • . •-(1)Conduit.Kit;.3/47•EMT. . . . • • • . . . • . . • .• (1)AWG�8,.TH.WN-2.•Green • . EGC/GEC-(1)Conduit.Kit;.3/4'_EMT. • .. • • • • . . (2)AWG #10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC (1)Conduit Kit; 3/4',EMT J B-0 2 6 2 2 4 2 00 PREMISE OWNER: DESCRIPTION: DESIGM CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER \\CONTAINED SHALL NOT BE USED FOR THE PIROSKI, CARMEN PIROSKI RESIDENCE Mauricio Rivera BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 49 BOB-WHITE RUN 8.32 KW PV ARRAY y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE7600A-US002SNR2 (508) 681-0159 THREE LINE DIAGRAM PV 4 11/30/2015 (BaB)-SOL-CITY(765-2489) www.solarcitycom Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE' WA R'N I N G • WARNING ' Per Code: Per Code: Per Code: NEC 690.31.G.3 ELECTRIC ••S�OCK HAZAf2D ELECTRIC SHOCK HAZARD DO NOT TOUCI-i TERMINALS NEC •THE DC CONDUCTORS OF THIS •- • . TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARETO BE LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS PHOTOVOLTAIC DC D IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECTCode: NEC .•0 Label Labelon: PHOTOVOLTAIC POINT OF MAXIMUNi ®POWER- (DC) IN Per TERCONNECTION A � WARNING:ELECTRIC SHOCK •d_ POINT CURRENT(Imp) Code: HAZARD.DO NOT TOUCH •• 690.54 MAXIMUM ®POWER- V NEC 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUNI SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUA4 AC OPERATING CURRENT A MAXIMUM AC � V Label Location: OPERATING VOLTAGE 4 WARNING ' Per ..- NEC ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED • NORMALLY GROUNDEDLabel L• • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCEPer Code: SECOND SOURCE IS NEC 690.64.13.4 PHOTOVOLTAIC SYSTEfvI Label • • Per Code: Label WARNING Location: NEC ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS ' CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: NEC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING ..- INVERTER OUTPUT Label Location: NEC '• CONNECTION ' 4.13.7 PHOTOVOLTAIC AC DO NOT RELOCATE _ DISCONNECT •d" THISODEVCERRENTConduit NEC •.0 :. (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label MAXIMUM AC ' A OPERATING CURRENT Load t•Per Code: (M): Utility Meter 240 MAXIMUM AC _ OPERATING VOLTAGE V 54 •• Point ofInterconnection . . :7 02kKIIJUX01219CO ••• .• INN 1 I San Mateo,CA 94402, 1 • IN . 1, .•• s "'SoiarCity I ®pSolar Next-Level PV Mounting Technology ,"GoiarCity ®pSolar Next-Level PV Mounting Technology Zep System Components \_% for composition shingle roofs i r '`=•. Up-roof ro s-_ - Leveling Foot Wound Zep Interlock (r'9 sbe shw,,,I Part No.850-1172 ~ _.. -- ----'- Coveting FO01 ; ETL listed to UL 467 ye �c+�+yFi,-,OiC -� Zep Compatible PV Module �• Zep Wove Root Attachment _ Array Skirt i4 Comp Mount.. a P Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 `eMPAT' Description �- PV mounting solution for composition shingle roofs FIN. B Works with all Zep Compatible Modules ..MO Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" �L LISTED Interlock Ground Zep V2 DC Wire Clip Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 t Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM • solar=ee solar=@q Sol arEdge Power Optim izer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America ( P300 P350 =o, for P300l PV (for 72-cel1 PV (for 96•cel PV modules) modules) modules) ' INPUT P300 / P350 / P400 • Rated Input DC Power•' 300 350 400 W ............................P..................................P........;................................................................................... ............. Absolute Maximum In ut Volta a Voc at lowest tem erature 48 60 80 Vdc ..MPP7 Operating Range............................................ 8-4............. 8 60............ 8 80 ....Vdc..... .............................................................................................................................................................. ............. • Maximum Short Circuit Current(Isc) 10 Adc - - Maximum DC Input Cwren[ 12.5 Adc " Maximum Efficiency ..............................99:5 % ...................................... ............. ..Weighted Efficiency............................................................. 98.8 % - - Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) .;'' Maximum Output Curren[ ................................is, ..Adc,..,, Maximum Output Voltage..................................................... 60....................................... Vdc • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Y7a"' •• ............................................................................................................................................................... ............. ` j ^ Safe IEC62309-1(class II safety),UL3741 ..ROH$....................................................... ..............................................Yes....................................... ............. INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 3000 Vdc r- Dimensions(WxLz 21 0.S/5.H) 141x2x455x8.34x1.59 mm/in a. Tr'• K" :.`. Weight(mcludmg cablesl............................................. ...950/2.1 �,i r - Input Connector ...........................MC4/Amphenol/Tyco _ Output Wire Type/Connector Double Insulated;Amphenol ' ............................................................................................................................................................... ............. Out ut Wire Len h 0.95/3.0 1.2/3.9 m/h e............. ................................................................................I........................................................ ............. Operating Temperature Range -40-+gS/-40-+185 Protection Rating ..................................IP65/NEMA4 Relative Humidity 07 100 % �Rm sn:ww.r.r m.R, x.M Ia.R t,ss—I mmn....d. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER _ 208V 480V PV power optimization at the module-level .Mmimumstring Length(PoweropnmiZers) 8 30 18 ........................................................................................................................ Maximum Strin Len h PowerO limiters 25 25 SO — Up to 25%more energy ................... ...." .............P................................................................................................................................... Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W ............................................................................................................................................................................. — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different lengths or Orientations........................................................Yes...................................................... - Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety _J USA - GERMANY ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us 71 i r THE Trieamount MODULE TSM-PD05.18 r Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC .unit:mm Peak Power watts-P-(Wp) 245 250 255 260 • - 941 I Power Output Tolerance-P-(%) 0-+3 THE Tkinamount m Maximum Power Voltage t-1 (V) 8.20 8.27 8.37 30.6 8.50 �� o em ;Maximum Power Current-IMrr(A) 8.20 8.27 6.37 8.50 " M*E J Open Circuit Voltage-Voc IV) 37.8 38.0 38.1 38.2 0 nus'12xe«ae Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 MODULE Module Effince Iency'tm(%) .Air 15.3 14-3 15.9 STC:Irratllance 1000 W/m2.Cell Temperature 25°C.Air Mass AMI.S according to EN 60904-3. Typicol efficiency reduction of 4.5%at 200 w/m2 according to EN 60904-1. Zo 0 ELECTRICAL DATA @ NOCT 6 0 Maximum Power Volt ge-V 17. 18. 190 193 t Maximum Power Voltage-VMe(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE „arou mwc aEE CELL Maximum Power Current-lw (A) 1 6.59 6.65 6.74 6.84 WITH TRINAMOUNT FRAME raaAWna E "- A y Open Circuit Voltage(v)-Voc IV) 35.1 35.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 NOCT:Irradiance of 800 W/m2.Ambient Temperature 20°C.Wind Speed I m/s. 245-26OW PD0518 812 ,BD Back View POWER OUTPUT RANGE MECHANICAL DATA �-U-I - Solar cells t Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution cell orientation 60 cells(b x 10) 5.9 O Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) Weight 21.3 kg(47.0lbs) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A Backsheet White i ® Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinomount Groove i J-Box IP 65 or IP 67 rated I-V CURVES OF PV MODULE(245W) 0-- ■1 3'7o Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches'). to.. 12DO mm(47.2 inches) POWER OUTPUT GUARANTEE em Fire Rating Type Highly reliable due to stringent quality control a bm 6goum (RD • Over 30 in-house tests(UV,TC,HF,and many more) S.. As a leading global manufacturer • In-house testing goes well beyond certification requirements 4m 4_....' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic am products,we believe close 2m 20ow/m2 Nominal Operating Cell 44°C(+2°C) Operalional Temperature -40-+g5°C • P I Temperature(NOCT) Maximum System 1000v DC(IEC) cooperation with our partners 0.m Temperature Coefficient of P- -0.41%/°C Voltage 100aV DC(UL) is critical to success. With local 0.- to.- tom 3Dm 4o.m presence around the globe,Trina is voltoge(v) Temperature Coefficient of Vac 0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service -�Temperature Coefficient of Isc 0.05%/°C Certified to withstand challenging environmental -- - - - - to each customer in each market g g and supplement our innovative, conditions reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa Snow load WARRANTY partner. we are committed 10 year Product Workmanship Warranty to building strategic,mutually 25 year Linear Power Warranty beneficial collaboration with installers,developers,distributors (Please refer aproduct warranty for details) al and other partners as the backbone of our shared success in - CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty sp m Modules per box:26 pieces ?I Trine Solar limited R `Modules per 40'container:728 pieces F - - �' 3 dl www.irinasoloccom ml00% Ad 0 HQn.t Yalue L -- EU-M WEEE O F/Qm r CQMKIAM - 0 90% rj0p Sol, tine.,Wa�aA/y CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 07//= Q C ®2014 Trine Solar Limited.All rights reserved.Specifications included in this dotosheet are subject toTrinasolar 80% Trinasolar change without notice. qSmart Energy Together Smart Energy Together Years 5 10 IS 20 25 _ ■Trina standard Industry standard , t THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions f DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC unit:mm Peak Power watts-P-(Wp) 250 ` 255 260 265 - 941 OPower Output Tolerance-Pr (%) 0-+3 THE 7[5? a�� O Maximum Power Voltage t-1 (v) 8.27 8.37 8.50 30.8 8.61 3uxcrxrx ii mx !Maximum Power Current-Iw.vP(A) 8.27 8.37 8.50 8.61 i n"M-E us Open Circuit Voltage-Voc(V) 38.0 - 38.1 38.2 38.3 i c 'nutixDeaE Short Circuit Current-Isc(A) 8.79 8.88 9.00 _ 9.10 ®®U Module Efficiency qm(%) .Air 15. 1 16.2 STC:Irradiance 1000 W/m'.Cell Temperature 25°C Air Mass AM1.5 according ding to EN 60904.34.3. Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-I. e i 'a ELECTRICAL DATA®NOCT ® CELL ��� Maximum Power-Pnrsx(Wp) 186 - 190 193 197 i Maximum Power Voltage-V-(V) 28.0 28.1 28.3 28.4 MULTICRYSTALUNE MODULE _ _ Maximum Power Current-Impi,JA) 6.65 6.74 6.84 6.93 6-04JCADDNDW°NOIE � A A ;Open Circuit Voltage(vJ-voc(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME Poos.i8 ,. „,E - Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 1 NOCT:Irrodiance at 800 W/m'•Ambient Temperature 20°C.Wind Speed 1 m/s. 812 180 t 250 265W i Back view MECHANICAL DATA POWER OUTPUT RANGE I Solar cells Multicrystalline 156 x 156 mm(6 inches) Cell Fast and simple to install through drop in mounting solution orientationbo cells(b x 10) Module dimensions r 1650 x 992•40 mm(64.95•39.05 x 1.57 inches) •��0 ` I Weight 19.6 kg(43.121bs) ; Glass 3.2 mm(0.13 inches).High Transmission,AR Coated Tempered Glass ( MAXIMUM EFFICIENCY Backsheet white i A-A ® Frame `Black Anodized Aluminium Alloy � Good aesthetics for residential applications J-Box IP 65 or IP 67 rated ®����� Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'). 1200 mm(47.2 inches) 10A0 POSITIVE POWER TOLERANCE I-V CURVES OF PV MODULE(260W) Connector H4 Amphenol 1+ a,. s Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control aw • Over 30 in-house tests(UV,TIC,HE and many more) 7.w As a leading global manufacturer • In-house testing goes well beyond certification requirements 3 ism TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • PID resistant E s.oD products,we believe close 8 4.W Nominal Operating Cell 44,C(32,C) Operational Temperature -40c+85°C cooperation with our partners Temperature(NOCT) i Maximum System 1000V DC(IECJ f I ; is critical to success. With local z.00 Temperature Coefficient of Pow -0.41%/°C ;Voltage 1000V DC(UL) i presence around the globe,Trina is m Temperature Coefficient of Vac -0.32%/°C Max Series Fuse Rating ISA able to provide exceptional service °'°°D 10 :D 3° 4° so 1 Temperature Coefficient of Isc ,0.05%/°C to each customer in each market Certified to withstand challenging environmental Voll•°slVl and supplement our innovative, COndltlOrlS j reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable WARRANTY partner. We are committed • 5400 Pa snow load 10 year Product Workmanship Warranty to building strategic,mutually - CERTIFICATION beneficial collaboration with 25 year Linear Power warranty installers,developers,distributors c VL m SP° (Please refer to product warranty for details( a and other partners as the a V9 backbone of our shared success in i~a t driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY ��. ® PACKAGING CONFIGURATION `a E•w_ o EU•38 wEEE f 10 Year Product Warranty•25 Year linear Power Warranty Modules per box:26 pieces w Trina Solar Limited t Modules per 40'container 728 pieces www.trinasolar.com V00% Atldlry aahol veld a90% M'Offp�� a CAUTION:R AD SAFETY Limited. DI INSTALLATION INSTRUCTION BEFORE US In E PRODUCT. ore subject to �014PATr07//= �Ir��@I�OI\..11 O 80% -. -_._. he __-_ -__.__ �11 �LI I��JOI`.1� change without police. 9 P I tiSmart Energy Together Years 5 10 15 20 25 Smart Energy Together � y Q Trinastandard Cl industryswndard i 6 so I a r=gq Single Phase Invertersfor North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US I SE5000A-US I SE6000A-US SE760OA-US I SE10000A-US I SE1240OA-US OUTPUT SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 99 9980 @ 208V 00,�1a,240V 11400 VA .... ................... .. ..... .. Max. 0 Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America ..... ...... .. ...... ....... ...... . ...... ................5450.@?4oy.. ........ .. ....... ...........0Q@?4ov ......... AC Output Voltage Min:Nom.Max 111 - 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ...Outp.... ......Min.No .Ma.... ................ ................................................ ............................................................... AC Output Voltage Min:Nom:Max!'I � � � � v/ v/ � SE760OA-US/SE10000A-US/SE1140OA-US 211 r2%T 264Vac . ......................................... ................ ................................................ ............................................................... AC Frequency Min.:Nom:. .... - 59.3-60-60.5(with HI country setting 57-60;60;5) Hz Max Continuous Output Current..- --- .12.5.... .I -.. 16 -..-.I...21-�°.?40V„I ,25 I,,,,,,32 ..-..I...42 @.240V ,,,,..47 5 A GFDI Threshold 1 - A ' Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT �-vertu"°° Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,.Ungrounded....... ....................................................... Yes ....................................................... m;'a Max.Input Voltage 500 Vdc i 1 leafs Z,15 ........................ Y�latV Nom.DC Input Voltage 325 @ 208V/350 i 240V .Vdc. 16.5 @ 208V 33 @ 208V + Max.Input Current(�1 9.5 13 18 23 34.5 Adc 072ep r ...............15.5 G10 240V ..................30S,a1.240V Max.Input Short Circuit Current 45 Adc ........................................... .....................................................................Y.......................................................... ,,! Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivit - ..Maximum Inverter Efficiency.......... ......97.7.... ....98.2.... .....98.3.... .....98.3.... ....98.... ......98..... .....98,...., ..%..... - : .-CEC Weighted Efficiency............... .....97.5......I......98.......97. @ 208V.I......97.5.....I ......97.5.........97 @ 208V...I......97.5...........%..... - - - - (p1.240V ............... 97S @ 240V„ Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES I t- Supported Communication Interfaces . RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optionalt'l Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed", -- - i STANDARD COMPLIANCE Safety................................... ..................... ..................UL1741:UL36998:UL1998,CSA 22:?................................. .... ............. � Grid Connection Standards IEEE1547 --^--- Emissions ___ FCC part15 class B r (� INSTALLATION SPECIFICATIONS ....................... .. ......... output conduit size/AWG ran a 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG r DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ 3/4"minimum/1-2 strings/16-6 AWG "•• �, I .. .AWG rang?..................... ............14:6 AWG.................... . f Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/... 30.5 x 12.5 x 7.2 It 775 x 315 x 184 ............................... ..............................................................................................775 x 3 . 15 x.260.............mm.... Weight with Safety Switch............. ..........51,2/23.2..........I...................54;7 .. ............................88:4/.40:1..............lb/.It its � - Natural _ �- -- - - ♦_a- convection - Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ........................................... ..:................................................................ .r?plaq??bl?)......... .. . ................................... Noise ..25 <50 dBA Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available"') 'F/'C Superior efficiency(989�p) .,Range......-„-, . ...................... .............................................. ...................................................................................... Protection Rating NEMA 3R Small,lightweight and easy to Install on provided bracket P1 Forother regional settings please contact SolarEdge support. Built-in module-level monitoring "Ahigher current source maybe used;the inverter will limit its input current to the values stated. 'pI Revenue grade inverter PIN:SEn uLW5000NNR2 for 760OW inverterSE760DA-U5002NNR2). 1'I Rapid shutdown kit PIN:SE1000-RSO-St. Internet connection through Ethernet or Wireless pt d0 version PIN:SE—A-US000NNU4(for 760OW InverterSE7600A-US002NN1.14). Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C32.1 F n0fsunsaERoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us 0 SolarEdge Technoiogies.inc.All rights reserved.SOUIREDGE.the.SolarEdge logo.OPTIMIZED BY SOLAREDGE are trademarks of their respective-ners.Daie�12/2014.Vol.Skit)ject to change without notice, wo trademarks—egisic-1 usdernzwks of SolarEdge lechnolognas,Inc,All other trademarks mentioned herein 1+ FIRST FLOOR SEPTIC SYSTEM PROFILE SOILS LOG 8 ELEVATION 72.5 FIN. GRADE FIN. GRADE OVER FIN. GRADE OVER FIN. GRADE OVER PERCOLATION TEST TOP of AT HOUSE SEPTIC TANK DIST. BOX SOIL ABSORPTION SYSTEM FOUNDATION 70 5 70.25 67.0 65.0 ELEVATION 71.35 "'�::�. -' --7 TEST HOLE 1 TEST HOLE 2 ff '77 2Y• MIN GRADE 68.5 0' ELEV. - 69.0 0" ELEV. rz�ty7rr7 INVERT at ;:�!�: 6' OF FIN GRADE 16 FOUNDATION �'`''' .�•r d► . • A LOAM 12" LOAM 7 ELEVATION 66.30 2" MIN,DOUBLE WASHED 1'/8" - 1/2" STONE � �•• 297 ►' c ,;:�. .".��:I LOAM 0 65,75 66.00 _ > _ 63.00 62.8� 61.50 ; ...., •I, LOAM w s'..�.�' 't' 13 3/4 t- t: ::" •' ° 30' B IOYR /4IOYR 4/4 I/2" Z I'>.�f;• • DOUBLE WASHED STONE �'L.'. 59.50 36 B �.� •� GAS BAFFLE ON OUTLET TEE o �/ . BOX 3-0 . 31 8' 3'-0' MED.COARSE 4 DIST500 GALLON 37.25' TO?. EFF. LENGTH • ; 8.8 T. FF. TH SAND �.' SEPTIC TANK H-IO LOADING 601, CI IOYR 5/8 BASEMENT FLOOR ELEVATION ' � I H - I0 LOADING TO BE SET ON A 1 .Y. 6" CRUSHED STONE 61.35 �' ' 6' (CRUSHED STONE BASE�, r , ,. •,:' �• BASE ,•. z - •rl�7, ,.. .:,W?>r�^:; 'ct7k :!114 wkw1;1 r1r1 • ( ACME D B-3 OR 4 or 10'-6" o� '• APPROVED EQUAL ) MEDIUM MEDIUM SEPTIC TANK SET LEVEL AND TRUE TO GRADE SAND SAND ON 6" CRUSHED STONE BASE ON ( Profile not to SCO/e 1I6r' � 2.5Y 6/4 2.5Y 6/4 MECHANICALLY COMPACTED NATURAL MATERIAL 11 r - 120" C 120" C2 OBSERVED GROUND WATER: NONE BOB WHITE RUN ,INFILTRATOR DETAIL ADJUSTED GROUND WATER: '0, ' PRIVATE 40' WIDE NOT TO SCALE PERCOLATION RATE: �_ MIN./INCH SOIL CLASS: > EFFLUENT LOADING RATE: 0.74 GPD/SF _12 -- SOIL EVALUATOR: J.E. LANDERS-CAULEY _ `a4e of Pavement - ---- 12. _-- __ _ -- CERTIFICATION NUMBER: 72 •a2 ° _ ' 73.2 72.7 72.5 --- 7"' 722 WITNESS: DONNA IL _- 70 %2.9 _------- - 7'4" 00 _ ~-r� BOARD OF HEALTH, TOWN OF B.ARNSTABLE 4 `1 .70 DESIGN DATA DATE OF TEST: DEC. 22, 1999 O tI _ 67.4 66 ��- \ 66 69.4 1500 Gallonj ~_ un ,r 25 - le"c � ' 6gNUMBER OF BEDROOMS 3 02 0- o - r- / n 4 G.P.D./ BEDROOM IIO G.P.D.� - SAS - 5 �• �, 64.2 TOTAL DAILY FLOW 3sy G.P.D GENERAL NOTES W GARBAGE DISPOSAL NO �Z � .3 --Area - ROOF 62 LEACHING REQUIRED 330 G.P.D. 1. ELEVATIONS BASED UPON NGVD DATUM. � 65.6 SO DRAIN /` 6G LEACHING PROVIDED 36Q G.P.D. 2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN /10 N \ ��36 N 11 12 SEPTIC TANK REQUIRED 1500 GALLONS ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL _ f__---- SEPTIC TANK PROVIDED 1500 GALLONS/ N PROPOSED � ( OF THE ENGINEER AND THE TOWN HEALTH AGENT. B/ / r- - 3 BEDROOM - �.3 Het� NS 56 SIDEWALL AREA 184 3 S.F. 3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN 6 - ROOF ------II1Au�e- BOTTOM AREA 329,0 S.F. ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH H ' Wood DRAIN � o Deck 54 TOTAL PROVIDED* 513.3 S.F. x 0.74 • 379.9 G.P.D. RULES AND REGULATIONS. �y?p� 36' / J ,-� 52 379•9 G.P.D./TRENCH x 1 TRENCHES = 379.9 G.P.D. 4• ALL PIPES ARE TO BE CAST IRON OR P.V.C. SCH, 40. 1 61.0 6 '� i 15' Drainage ,.i' 5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE /- �Easem 50 NOTE: EXCAVATE TO EL. OR LOWER AS SOIL NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED 60.5 i �' tMtT-tom WOR ,/ / AND READY FOR INSPECTION. 60 --- _ 1 CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL, 6. NORTH ARROW IS NOT TO BE USED FOR SOLAR r_ 4e CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE LOT t 58'�� 57.3 5r ' - �LO�i �'" INLET INVERT OF THE SOIL ABSORPTION SYSTEM FOR ORIENTATION, _,-- � --46 A DISTANCE OF 5' MIN., AND BACKFILL WITH CLEAN 44 SAND, PER 310CMR 15.255:3. 52 3/ 46 44 07 po 469 / 52.6CD � s Bvw08 �oAdT � KGJ, REV BY DATE DESCRIPTION ate / - I 3 I W)AMANs GROS6MAN Bvw K9 3 4G in \, � No 12705 3e� �Ec,w1E � ��� z � SITE 8SEWAGE DISPOSAL PLAN F3S Z �F LOCUS LOT 21 # 59 BOB WHITE RUN a1,8 s BARNSTABLE, MA. Jao 2 ��``h OF �� 0 2e 47.4 421 _ .. _ .._ - BVW$10 �►� �� ��E. I Bvw M 1 1 � �\ s NtIAMAN APPLICANT: WILLIS MICHAELSON Gcx)6sMnN I ; 473 PINE STREET 1� go. �zn5 �i N�i ADDRESS: CENTERVILLE, MA. 02632 �kr rSTlik �11 IAMB ENGtNcER: NORMAN GROSSMAN R P E, I - LOCUS MAP --- SCALE: 1" -. 2000' 10 MARSH VIEW ROAD ZONING DIST, FLOOD ZONE ELEVATION MAP No. EAST FAL.MOUTH, MA. RF C --- 2500010021D 508-348-1920 AN REFERENCE: MAP SEC B L K LOT HSE SCALE DATE OWN. BY / CK'D BY PLAN NO. RNST. CNTY. REG. PLAN 8K PG. SITE PLAN---SCALE 1" 20' 24 53 2 #5gJAS NOTED AUG. 31, 2000 JTH / NG H- 657-2