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0020 GELDING CIRCLE
r '�' q we f �,. ..w .. - n r o 6' k e l L Town of BarnstableBuilding fs'"/ 'a',1 Post Thus,Car`a So�Tt at it;is Visible'Frommthe:Street..A .roved4Plans�Must be Retamed�on Job.and thus,Card Must be Kept Q!PJPosted l �' wP�, 1 �,,a.� ¢. ,,. :,% r ^Y-�C . w,'.�.' i er �� Whe ilw re a Certkficate of Occupancy is Required,such f3u�ldmg`shall Notbe Occupied until Final Inspectron�has.been made }'s Permit No. B-19-1207 Applicant Name: Approvals Date Issued: 05/09/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 11/09/2019 Foundation: Location: 20 GELDING CIRCLE, BARNSTABLE Map/Lot: 297-051 Zoning District: RF-1 Sheathing: Owner on Record: SMITH,BRIAN A&LORI J Con,tractorName,.; Framing: 1 Contractor`Li�cense Address: 20 GELDING CIRCLE , E 2. 2 Est Pro L ect Cost: $8,000.00 BARNSTABLE, MA 02630 . Chimney: Description: BUILDING OF STONE FACED 2 x6 HEIGHT STONE WALL Peinit Fee: $ 131.60 Fee Paid $ 131.60 Insulation: Project Review Req: Date 5/9/2019 Final: Plumbing/Gas y Rough Plumbing: , � g Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsoc months after;issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures.'shall be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street or;road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. -� v , Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fl Officials acre provided on thispermit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing ' , . 2.Sheathing Inspection , •� ), ,, - > ' Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1 ip Application Number ce--/ — ./:::;°---4-- . BUILDING DEPT. BARN;ABLE, • ‘ MASS. Permit Fee.... ..........'�:. Other Fee ‘...„1.46:4,90. 44� MAY O` 9 2019 Total Fee Paid TOWN OF BARNSTABLE TOWN OF BARNSTABLE Permit Approval by B on 7 c i Q I BUILDING PERMIT Map a /" --- .Parcel occ-/ APPLICATION Section 1 — Owner's Information and Project Location Project Address o%), 6- //,//14 e7,e. � Village ,j% i1,57/ 7, Owners Name /vim/l17(/ i)71,771 Owners Legal Address ,7,e ��(L1/// (7/A City ,,,4PA/��4' State /i Zip c Owners Cell# 6O 7j7 .?‘"7Y E-mail C,� /mod/0/?lam rC "%e CAI,/ Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet El Single/Two Family Dwelling Section 3 — Type of Permit ` ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use . ❑ Demo/(entire structure) El Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild El Deck • Apartment © Sprinkler System ❑-Addition Rig wall ❑ . Solar Fra _5771-nd,nr� .❑ Renovation ❑ V Pool ❑ Insulation Other—Specify Section 4 - Work Description ArY/4/1/ c/l. ,S7 14.__ /�� a: 6 ' /fig/f • iT /�' // c/2, R ST�/vvpN6 / R Last undated: 11/15/2018 7 I Application Number Section 5—Detail Cost of Proposed Construction f O29. Square Footage of Project Age of Structure Dig Safe Number • # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney 0 Add/relocate bedroom Water Supply ❑ Public El Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes Cl No Or Section 8—Zoning Information Zoning District if - ( Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes El No • Last updated: 11/15/2018 Application Number Section 9- Construction Supervisor Name Telephone Number F Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: ,e/ (. /I j7`77/ Telephone Number p 6% 7 /c/ Cell or Work Number 5D8--- I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation require 80 CMR e Town of Barnstable. Signature Date V/74/9' ix APP ICANT SIGNATURE Signature Date Print Name L ,,"/ 6.7/1/77/ Telephone Number i -:)-y 795/ E-mail permit to: Last updated: 11/15/2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑, Fire Department ❑ Conservation ❑ - For commercial work,please take your plans directly to the fire department for approval Section 13- Owner's Authorization 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) Signature of Owner date Print Name Last updated:11/15/2018 j - Jo(o , 2_ 1' E4s Application number.. 4111010, ��5 �► Fee 4.1.)40- ,�® • y, 4` Building Inspectors Initials ttopifi ,'', O a " 6 Date Issued \i1'\' APR 1 1201S * Map/Parcel .;:(;\ — U� TOWN 0- bl'atillSTABLE TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: 0 CJcli ' C. ( (, � eorns /o �� ER `�1' ET AGE Owner's Name: /,„-N n') ► Phone Number NO-1 `} 4 -1 S S Email Address: bp ,,,,s /,,_,,L10 e`{-.,/('ji Cell Phone Number(3(i) —7 3 1— p 7`' Proect�costS' .1 , � ) 0.° Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK 0 Siding JJ Windows (no header change)# ❑ Insulation/Weatherization 0 Doors (no header change)# Commercial Doors require an inspector's review El Roof(not applying more than 1 layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name Home Improvement Contractors Registration(if applicable)# (attach copy) •Construction Supervisor's License# (attach copy) Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER *For Tents Only* 4or, Date Ten't(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X , X , X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent Fuel source being used LP tank 20 lbs. or>Yes No , if yes, a gas permit is required. Natural Gas Yes No ,if yes, a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLET STOVES * Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back _left side right side fHOMEOWNER'S-LICENSE:EXEMPTION Homeowner's Name: 1 0 Q n ` 5m 1 ` --- Telephone Number 5 0<c-7)7 L y ^, KS Cell or Work numbe(S 0 )13) -o1 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPL- _ IS.SIG-NATURE Signature Date 4 All permit applications are s ject to a building official's approval prior to issuance. r L ,:� ,�,;�3 � Pnnte`"�On;6l4I2019 `�"�faint� ally a ort. , ? 1,.: ,§14:- '''j Ki,x ,' F „ -so 6,9 s�0 20 �L�DI . % I '4L{� BARNSTABL -,) � ` , n 3 EDMA'l e ase ti"' :dam '19 262 Case#: C-19-262 Address: 20 GELDING CIRCLE,' Date: 4/10/2019 BARNSTABLE Owner Info: Property Info: SMITH, BRIAN A& LORI J MBL: 20 GELDING CIRCLE 297-051 BARNSTABLE MA 02630 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Building Code Medium Priority Phone Complaint Summary: Neighboring property reports there are trucks going in and out at the above location. Some are cement trucks. She is unsure what work is going on but she is concerned she was not notified as an abutter. Action History: Action Taken Date Description Fee Inspector Close Case 6/3/2019 Permit B-19-1206 issued $0.00 bowerse and closed No violation present closing permit Close Case 6/4/2019 Spoke to Susan Phillips $0.00 bowerse to notify her the complaint was resolved. She was not pleased that all abutters were not notified of the Window Change by old kings highway Inspector Assigned to Complaint: bowerse Filed by: sheas Comments: Comment Date Commenter Comment blaa#e 6412019, y � "I , � ! ' 0.. Town91Banstal( it ? . tg Very } ;,-. , s - a ef r . - 0me7% Town of Barnstable `4.'s'' Inspectional Services yMSS Brian Florence,CBO (1), i639. str Building Commissioner TED mrstl 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us INSPECTION REPORT Address : 20 GELDING CIRCLE, BARNSTABLE Case # C-19-262 Inspection Type : Violation Inspector: bowerse 'Description Date lUnit !Status €Comment Violation 04/11/2019 _ ;FAIL Building wall roughly 6 ft high see pictures 1 i ;Violation 04/11/2019 ? FAIL ?Working with no permit I ....... Inspection Type : Violation Inspector: bowerse Description Date 'Unit 'Status Comment i Violation 05/16/2019 I IPASS Owner has completed Building permit process !Complaint must be closed . Town of Barnstable Building Post;;Th rtard So That it s Visible Frain,the Streefi, `:A ronyecl Plans:Must e,Retaine�d on J,4rb. nd this:.Card.;IVl�st-be.Ke t ' t?ostec! nt�lF�nal Inspection HasBeen Made. � " g �� �� y y �0, t, i6�A. ,; .,,. , ',.,. .`L ' _. �, a ? `- , a �iA> �`-i r l'Where'a Certificate of Occu an'--.As "ui d ;suchiBuildin shall Not be Dccu ied unti4 Fin ns ection has een made.,r Permit .K p �, eq gi�._ds ,,,..4<,. , $ u. ._«: Gs'. .. ,a v.-.: .u w. Permit No. B-17-731 Applicant Name: SHORELINE POOLS INC Approvals Date Issued: 03/27/2017 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 09/27/2017 Foundation: Location: 20 GELDING CIRCLE,BARNSTABLE Map/Lot: 297-051 Zoning District: RF-1 Sheathing: Owner on Record: SMITH,BRIAN A&LORI J *4M4-, ,ontracto ` r.Name: SHORELINE POOLS INC Framing: 1 - Address: 20 GELDING CIRCLE 5 contractor License 161240 2 __ - BARNSTABLE,MA 02630 `° Est. Project Cost: $25,000.00 Chimney: Description: installprivate 16'x32'ingroundpool with solar cover I ! 3' } P g � �Permit Fee: $175.00 Insulation: Project Review Req: install private 16'x32'inground pool withsolaicover Fee Paid: $175.00 Finale Date 3/27/2017 ,- j�� �, 4 � ? A Rough Plumbing: ..- � ,1 i i_ �1 - �� Buldn Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within Six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for w hic h!Lis permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structurest,sballme in compliance with the local zoning by Iaws�and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroadkand shall be maintained open forDubllc inspection for the entire duration of the work until the completion of the same. i p �� f �: c ,r-, Electrical The Certificate of Occupancy will not be issued until all applicable signatures`by the 8uildmg and Flee O laals a provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:1 , t 1.Foundation or Footing ' - - - Rough: { 2.Sheathing Inspection � a... 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: I 1 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 Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set 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 BUILDING PERMIT APPLICATION Map 2.4r1 Parcel Application # "/7 7 3 , Health Division Date Issued � ?/i 7 i@ike-k Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 1/t 44-1 L — Project Street Address 20 GEL 'G C zee'I Village Qet.#2J5r 'C Owner $2BAN sti Address 2 D &ea-41wG Cz2C/E Telephone SO 8- "7 3-7 - ,� (o 1 4 Permit Request .zN6'r1LL. P'2- "1 f-E /b /x 32. a POD L y-✓B' 1t,..J S ot 6e,VL Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R �- I- Flood Plain Groundwater Overlay Project Valuation Zsi 'OO Construction Type Lot Size /, d I 464 S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing GA'Kew size _ Barn: ❑ existing 0 new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: s 1`1 z" "'tx4S 0,600 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ BUILDING DEPT. Commercial 0 Yes ❑ No If yes, site plan review# MAR 17 2017 Current Use Proposed Use TOWN OF BARNSTABLE APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C 42-z /�tEtAi1 Ped-S Telephone Number $-1432- 3A'4 Address Zo2 4 4 1 AwAi c- tog License # j-�'ice i Gi4, AJ4 074y Home Improvement Contractor# S 6124 D Email 0443 e. 64-4Lrr►,E-Poot-3t"'c- co"1 Worker's Compensation # l4/14/C32‘24111 to ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5 4-3- -0e^Ang-S SIGNATURE / 64 DATE 3 /Z rI FOR OFFICIAL USE ONLY APPLICATION # , DATE ISSUED MAP I PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ae- ° 0/oR*� : ' FRAME INSULATION FIREPLACE 1. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT . ASSOCIATION PLAN NO. (A.TWE + • Town of Barnstable 90 Regulatory Services MASS.i$' Richard V.Scali,Director s6q � '°�E6r ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 • Property Owner Must Complete and Sign This Section If Using A Builder I, 6.2 -J 5e-trril" ,as Owner of the subject property hereby authorize 5)1°2-ets- 'e / LS/(I(tr -047C — /-7fo act on my behalf, in all matters relative to work authorized by this building permit application for: 26 6CL-✓Jr - C (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installe and all final inspect: •are .erformed and accepted. - '71 11 Signature : •vie.er Signature of Applicant . • Print Name Print Name • 3/3/11 Date Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services HE 710 Richard V.Scali,Director if wsf', 9. Building Division BARNS'TABLE, ` Tom Perry,Building Commissioner rsnss- ,..n �`�� C\s 200 Main Street, Hyannis,MA 02601 www.tovvn.barnstable.ma.us / Office: 508-862-4038 : '\ • • / Fax: 508-790-6230 f HOMEOWNER LICENSE EXEMPTION / 1 Please Print / DATE: / JOB LOCATION: i r. number \ street f` village "HOMEOWNER": k name . home phone# it work phone# CURRENT MAILING ADDRESS: y \ . city/town state/ zip code The current exemption for `homeowners was�extended to include owner-oe u ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a licen ,provided that the owner acts as supervisor. DEFINITION OF HO WNER Person(s)who owns a parcel of land on which ha/she resides or intendst reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures avicessory to such use/ d/or farm structures. A person who constructs more than one home in a two-year period shall not be consideredlit homeowner. Su66 `homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she sha be res onsible/fo all such work erformed under the buildin ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibili for compli ce with the State Building Code and other applicable codes, bylaws,rules and regulations. / . The undersigned"homeowner"certifies that he/she understOdIS the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply‘w,'1 I'said procedures and requirements. Signature of Homeowner Approval of Building Official . Note: Three-family dwellings containin 3/,000 cubi feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control.•" i' t/ HOMED` i R'S EXEMPTION. — — _. The Code states that: "Any homeo er performin work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensin l of construction Supervisors);provided that if the homeowner i dosuch or that such Home caner shall act as supervisor." engages a person(s)for hire to w, �k, p / / Many homeowners who use this exemption are unawa e that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations fo''r Licensing Constructi n Supervisors,Section 2.15).This lack of awareness often results in serious problems,particularlyfwhen the homeowner h es unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care,to amend and adopt such a form/certification for use in your community. , Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 Manual Air Relief s- Combination Pressure and is a high capacity,rapid release valve ' . t. that bleeds air with a quick quarter turn �`— Cleaning-Cycle-Indicator Gauge gives visual indication when cartridge of the lever. filter elements need cleaning. Top Manifold provides the industry's best energy saving hydraulic • i-Mil 1 Cartridge Elements performance and utilizes the entire cartridge II rp provide 225,325,425,525 or(the industry's surface area to maximize time between cleaning. 'I iz I I` W. 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C2030 225 20.9 84* 318 40,320 50,400 153 191 ` C3030_ _ 325 30.2 122* 462 58,560 73,200 222 277 _ • C4030 425 39.5 150** 568 72,000 90,000 273 341 _ C5030� 525 Y _ �48.8 150*" 568 72,000 90,000 273 =341 t C7030 700 65.0 150** 568 72,000 90,000 273 341 • 'Based on NSF recommended rate for commercial use at.375 GPM/ft.? **Determined by pump size and piping system hydraulics,2"piping is recommended for flow rates equal to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. To take a closer look at other Hayward products,go to SwimClear Filters are listed by:el hayward.com or call 1-888-HAYWARD. • Hayward and Hayward Energy Solutions are registered trademarks and 015 s a trusems Inc.kHayward trademarks Inc.t "■■g}_ ^ ^ate^��^^za��©® ©2015 Hayward Industries,Ic.All other trademarks not � " k W V{,1J►1,'U�`/J I'Llrp~L\Jl owned by Hayward are the property of their respective owners. LITSWCI6 Hayward is not affiliated with or endorsed by those third parties. 4. ..v._. „_„4, ,,,.,,,, . vi ..: ,p, • ,s, v, .0 T it. . „...,. ,.... ga.•, I A? 8. 4 4 • ',"' * * * * * a- • 1 • a a • i. if 4 . 4, " . • • *-' • + . _t_ rt ,,,7 i A ,1 1. t .s, ,, , ...,, ., . . 15 A4 4 4 * , . . ., . ,..„,, + t * A , vr.. $ .„ -,-,,, 41:44 iar, 444,7 C •"‘''Y 44, 4i., gt v Gm i _ , , „. ,.. , _. \ in, NAMOAft Op t 4: 4 r4 t 4 4 4, * ‘ * 4' i 'a i * 0 • 9 19' 'T ' ' , f . _ • 14' $ • • 0 . . -- a 4 ' : • '1 ' ic . •-• •_ , TM '&• ' A ,i ',. ,' _ 7 i 1„ * * 4 T ". . ' ',1 t. , '''''- '`,. 4 7 s -aWII _ _!_ 4' - _ • it, 4 1 * 4 IP MClear 4 '- . , f."7•' &• $ ii•l• M.,' ' -'7,-- '7"Ab HAYVVARD' tr$ •., , _ A " '' $ •., • , , - ' -I $ 1, * 4 * * 40,s, I .4, .&,,, 4,t4 6 ;,,,,q......;„..... ,42.,4 i,,,,, ,, t ' & , • = rn, ARTTRI-DdErFILCTERS, dif, t t 4 4; * 4 4 ' ' ' I 't t 't + • 4 • + • fti' 4 l' 4' S'•• 4 A • Iidh O i 4'P.-- i .1, , • Hayward°SwimClear reaches new horizons in cartridge 1 -• 'N' -V' • r'`' 4! *tt 1 1-1 " - ' -: V' '0 V * # ff *" '42- 0, * **" V V° * 4 ,, ''; it 4' -*. At filteFdtechnology.findUstry.leading hydraulic performance ,. ,„,, ',..- 'c' * , S ." - ,,., .1: z 4-4. w ::.,. f ' V v.' 9) V- ..9 -W4 .40 i4 e Iv g- .0! Ir. ..- 4 • s - * with maximum flow through all cartridge elements via a S -4., . - i.. 1 ..:p -r-7.4- -:-,. . V 4 a ** 44 0 0 0 --0 0 0 -4, a a 4 -4- -, 1 4p top manifold configuration ensures superior water clarity, .a aa 4I 4 ,.„.._ .. , * ,di, 04 A. 4 A • 44 b ,1*. 4a. A. tk, A„ extended time between maintenance and maximum energy 77 - 4. .4 .4 ,,,,T' 4 ---; -- - ., ' _ -'' 4 * A:' -2' 4 ftav t 4 ,,,t a 4 •., i- .- ings'.A cluster of,FeuSable]polYester cartridge elementS'D 4* • -... • + * :it:',..,. *4 l'''' it - 7,- — iiproeidesAa choice of225f„32544, 425, 52 5 and now 700* 4 f • ,.,T. 1 v ,t,, . , - _',.., ' 4 * + ' 3',-ir. 4-03 3.A A -3$ -.11.; — - Aquiare feet f° he-a'vytduty-,-,dii-i-holding capaciy and extra-o- t '4' ' :,,, ."' .. . - q_ - - 4- ,, _ v 4 $ + 4 • , ,, 1 1 .g. 4, - --, ' .iong filtvcyclesipwiMClear,filter,tanlis are made,froma , 4 - ,- • . , • -L.- gg-- xa. L .-., L 'reinforced co-polymer material for the ultimate in strength, It . • I I W4 'durability and long life-even forthetoughestapplications.**' 7' 1 LI:,,* "' "11 . rt. '''k- i' ''.: 1 * " :* '1' ‘ '''w '9' I ' 4 4 • f *''s&k° 4 4q--"'..' . lb" . +. # 14044•/ i,.,_;Y: and environmental conditions. 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',,--':- - - 7-laor..--.--a,4'-‘14.----;-‘44, r•_4'-'44(•- -"ra.P. iliAt';"n..14-'74...., t � ,.5. — d. -►a.:/ / ., i , ,/,.• 2_ * A ►P ry * - f f• AE ,e 4m fir �r - 1r� r , �I� > . it x wI 0 41., '1 N. r • a �" ..V+ iJ t „re�r ' / ,f_Nif. \s,'1 inf,.... ,,,,., '• \?\.1\\ - • }'r3 \ \ is .fie �/� 11. \ ._..„....."--''-'-'';'''''''. i V t` ; II. 3 0 ., J r+ r +03 WA46 ': O Innovative multi position digital y � ,a;{, s control interface o n 04 vyl r s +.. _ •los A O t. ® Permanent magnet,totally enclosed fan-cooled(TEFL)motor a Industry-leading hydraulic design 'Savings compared with a single-speed um E9/RS J 9 Ppump running SVRs� w l 12 hours per day,on a 20,000 gallon pool,at an average © 2"x 21/2"union connections LTA electrical rate of$0.15/kWh.Actual savings may vary basedon comparison pump model,hours of operation,electrical rate " i and other hydraulic aspects such as plumbing size and length. ® No-rib basket ensures easy debris removal ,> t i, •1.,,Z.Of Fl , t''.,s, '',,'11, ,T, —,-,t ..,.....: A, . 1 . 1 . ,. ,....,....:4„ k\s.,,,,,:::, ;::..„ . 1._.,,,_ _ ..r,..!.4:: . . . -•....—i .,.i,,,'‘''' .-,. .*''''-',1, 4 ; . . . to it-t ^SS n x -- '40 .�ae. 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" •• .e- � y ' w., 1 Application and Installation Additional EcoStar® Features and Benefits • In-ground pools of all types and sizes, pool/spa combinations •Automatic protection from priming failures,temperature • Ideal for water features such as waterfalls and fountains extremes,voltage spikes and brownouts • Fully programmable with a self-contained 24-hour time clock • Includes digital control interface wall mount kit with up to eight custom speed and timer functions •2"x 21/2"CPVC union connections provide easy • For enhanced pool management, can be controlled by installation and service Hayward®or other third-party pool and spa control platforms, • No-rib basket design ensuresreasy debris removal without the need for additional accessories • Extra leaf-holding capacity basket extends time between cleanings • Pressure testable to 50 PSI maximum •Auto-priming capability,with suction lift up to 10 feet above water level Model Number Description Speed Range Voltage Union Connections SP3400VSP EcoStar 600-3450 RPM 230V Single Phase 2"x 21/2" SP3400VSPVR EcoStar SVRS 1000-3450 RPM 230V Single Phase 2"x 21 " - ECOSTAR PERFORMANCE DATA 100 Overall Dimensions so 11.53" 10.18" 15.94" 80 -'---- I ----- - --- Lu �y All t 50 .1 . 13.61"I ruvwanD \ y' G 40 � i----- -'— — ^�r- 8.16" _ � 1 30— -- ---- i---1 --- ---3450APM- 0_�,.��,�. ��-pp��5 20 --� --I —-- +-'- ----J— 3000 APM B�I�Ifi., 1 1 O --_—__-�--- I 1000 AP H _ - 2400 RPM 7.63" 8.43"--i 10 r —8.74"—� M 1725 flPM i _-- 0 0 20 40 60 80 100 120 140 160 180 FLOW(GPM) EcoStar runs efficiently in all of these ranges. To take a closer look at Hayward EcoStar or other Hayward products,go to EcoStar Series Pumps www.hayward.com or call 1-888-HAYWARD. are listed by: � Eta �s '° % NAMilA HD NSF. 620 Division Street I Elizabeth, NJ 07201 \ eHayward,Hayward Energy Solutions,ProLogic,E-Command,OnCommand and EcoStar are registered trademarks of Hayward Industries,Inc.©2013 Hayward Industries,Inc. LITECOSB13 J , e EASY TO INSTALL. EVEN EASIER TO OPERATE . The Universal H-Series' unique advantage lies in its commercial grade PERFORMANCE & VALUE cupro nickel heat exchanger. This Standard Cupro Nickel Heat Exchanger Industry's only standard cupro nickel hex and distinctive feature defends against Totally Managed Flow provide exceptional corrosion damaging water chemistry conditions, resistance and erosion protection.Ideal for today's salt-based electronic chlorination systems. resulting in long-lasting value and dependability at no extra cost. Superior Hydraulic Performance Industry-leading hydraulic performance saves OCenergy by reducing circulation pump run time. Universal left- or right-side electric, gas and water connections provide FLEXIBILITY Universal H-Series heaters (N Dual Voltage unprecedented installation flexibility. ,A) Installation is simplified with voltage that easily This exceptional adaptability, coupled adapts to either iioV or 22oV. with a modern low-profile appearance Universal Wiring Junction Boxes and front panel only access required l_TJ High-and low-voltage connections are easy and convenient with left-and right-side junction boxes. for both installation and service, ensures compatibility with all new ENVIRONMENTAL or existing systems and equipment pad configurations. /��' Low NOx Emissions luM Environmentally responsible and meets air quality emission standards in all low NOx areas. c v . 4� An efficiently heated pool or spa lets you control y ,_ A 1 your swim season and provides luxurious comfort that fits your lifestyle.Universal H-Series ji heaters from Hayward offer the most reliable, n. hydraulically efficient solutions for any pool or ti 0 spa. Our heaters, including a brand-new 500,000 BTU model with the fastest speed-to-heat • capability in its class, are designed for ultimate " $ t p performance, comfort and durability. Theyalson w offer environmentally responsible low NOx emissions so that you can enjoy efficient luxury o,rtm1 and peace of mind—season after season. i �'>>os*tea® H400FD - . SELECTING THE CORRECT SIZE H-SERIES HEATER: FOR YOUR SWIMMING POOL FOR YOUR SPA OR HOT TUB Determine your pool's surface area in square feet: Determine your spa capacity in gallons(surface area x average depth x 7.5). The reference table lists the time required in minutes to raise the temperature 4 A B K of the spa/hot tub by 30°F.In the table below,locate the column with the L R < L > spa/tub size in gallons that is closest to yours.Select the desired time to raise IMP W the spa/hot tub temperature 30°F,read to the left and select the appropriate Universal H-Series model.This guide can be adjusted for other temperature rises.For example,if you desire a 15°F increase in temperature,simply divide Area=(A+B)x L x.45 Area=R x R x 3.14 Area=L x W the time for 30°F rise by the ratio of 30/15,or 2.(Note:Heat lost and/or heat absorbed by spa walls or other objects will add to the time it takes the spa to heat up.)Spa sizing is based on an insulated and covered spa.Always cover MODEL SURFACE In this table,locate the surface area that is your spa or hot tub when not in use to minimize heat loss and evaporation. AREA '- equal to,or just greater than,the pool's H500 1,350 surface area.To the left of this number , a A ' A - - � D GALLONS •• •• 400, •• 600 •• 800 900 1,000 , is the appropriate Universal H-Series _ _ e .:__ . H400 1,200 model that will fit the selected area. MODEL c `'Time in`Minutes to'Raise Spa/Tub'Temperature'-30°F na H350 1,050 For indoor pool installations,divide the H500 l 7 11 14 I 18 22 25 29 32 35 .F i pool's surface area by 3. —, m� _. ._. ... :.,_,. H300 900 # H400 9 14 18 23 27 32 36 41 ! 45 H250 750 Table is based on a 30°F temperature rise, H350 10 16 21 26 31 36 41 46 52 3-1/2 mph average wind velocity and elevation ._ i r 4H 2O0 600 -'I of up to 2,000 feet above sea level. i H300 12 18 24 30 36 42 48 54 60 H150 450 H250 15 22 29 36 43 51 58 65 72 i H200 18 27 36 45 54 63 72 81 9_0 H150 24 36 48 60 72 84 96 108 I. 120 SPECIFICATIONS AND DIMENSIONS: • UNIVERSAL H-SERIES HEATER j H500FD ' H400FD` H350FD H300FD 'H250FD' ` H200FD H150FD � ' 4 500,000 ( 400,000 350,000 300,000 250,000 200,000 150,000 a, 83% 83% 83% o 0 0 0 82.7/0 83/0 83/0 82.7/ ' WIDTH jI kI[ a 4 41" 36 33 30" 28 25" 21" 4 A 4, 4 DEPTH ., 29 1/2 29 1/2' 29 1/2" 29-1/2 29-1/2" 29-1/2" k 29-1/2" 24" E 24" 24 24" 24 24" 24' CONNECTIONS 2 x 2-1/2 2' x 2 1/2" 2"x 2 1/2 k.. 2'x 2-1/2' 2'x 2 1/2' ! 2"x 2-1/2" 2 x 2-1/2" 4 QEXCHANGER A 4 Cupro j Cupro Cupro Cupro Cupro Cupro • Cupro " ' t Nickel Nickel Nickel 1 Nickel Nickel Nickel Nickel • INDOOR VENTIPIPEIDIAMETER(INCHES) 6" 6" 8 8" 4" 6" 6" NATURAL - 1 INDOOR VENTS PIROPANE P,EIDIAMETER 8" 8" I 8" 8" 6" 6" 6„ .0 x 9 HEATER,WEIGHT 4 223 160 158 145 134 123 110 ,GAS,CONNECTION AT HEATER 1 1" f 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" H-Series heaters are available in a comprehensive range of BTU sizes for natural or propane gas.All units are certified by the Canadian Standards Association and carry the exclusive Hayward®warranty. MILLIVOLT HEATERS 4 I s MILLIVOLT HEATERS CONT. H210 t € ? 210 000 _.... � n % 17 1/4„ Width x Depth x Height(Inches) mm27 x 27-1/2 x 28-1/2" ! 6 Water Connections 1 1/2 x 2' Cupro N k I w .` ;e ice Heater Weight(Ibs) 144 1 4, 3 Amgzia[De To take a closer look at other Hayward products,go D. „HI' N lookhay a d.comother or call 1 888 HA s,go to 4 Hayward and Hayward Energy Solutions are registered trademarks ORof Hayward Industries,Inc.©2015 Hayward Industries,Inc. ,. snAll other trademarks not owned by Hayward are the property of their respective fj , 0 (� owners.Hayward is not in any way affiliated with or endorsed by those third parties. ' — ��t/ LITHS15 1 �. • TOWN OF BARNSTABLE BUhLDING PERMIT APPLICATION Map �� Parcel ©, Application # I3iL 3(�(7 Health Division Date Issued AQ/x?/G rentqc. 1 Conservation Division Application Fee Planning Dept. Permit Fee 3,sY Date Definitive Plan Approved by Planning Board / Historic - OKH _ Preservation/ HyannisA-�� Project Street Address 2_0 6v-114./ `rcir- 6 artn.\ Village r lit- !! pw�k Owner ?rdarti S141:- Address ZO G il ��lk, G c- , v di ,1 Telephone 5 7T7- JS C -Ti ►�+ ozg3o Permit Request SNP 171-O141oH ( I a- Iloo.f—1M-I A c e loi- PV s yS k i e 14 I q. 1 ,✓ r,+-f r�2-e S><Styk- G°N sJ1 4 m p .S7. -300�,, ,m_olk, ..,,,t.c.,wu A PC D •ems "AI 1 7.t 1c/ J I - C•0 lei' )ti ./criv--, Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation tt Co, �3cConstruction Type Lot Size - Grandfathered: ❑Yes ❑ No/ If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout 0 Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing _ new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count ' Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric U Other :- Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood1oal stove ❑Yes ❑ No a c3 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing :CI new. .size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: I oa V. i co Li icl; Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name °�� —704'^ "�ccL Telephone Number pis-4 2r- `tZ Address it Ro1C License # CS" 1 n 74/l co' , 144 OZC3� Home Improvement Contractor# i� C 2 Email .16414- 62- cA,47 A11-So14e-leoo.. Worker's Compensation # CILL -4q Prg'r'4 ALL CONSTRUCTION EBRIS RES TING FR THIS PROJECT WILL BE TAKEN TO re _,' Ie- SIGNATURE Jv&,_ DATE l 0_ If 46 FOR OFFICIAL USE ONLY f APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: - i r, FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 5. ASSOCIATION PLAN NO. • I i ' �+ •BARNSTABLE, '► , �,� Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1, Brian Smith ,as Owner of the subject property hereby authorize Cotuit Solar- John Vreeland to act on my behalf, in all matters relative to work authorized by this building permit application for: 20 Gelding Circle,Barnstable (Address of Job) 10/13/16 Signature of 0 .Ler Date Brian Smth Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. T:UCEVIN D\Building Changes\EXPRESS PERMITIEXPRESS.doc Revised 061313 / .•' .f 1. t ;.s.....y) ♦ #Y. • >. .. _ .Z . .. ham' `• -t-11.-`s; .r,�� s' _ + •J,yr s?T'+w S 4., v .y T , A F _. ` 4 F rrwrr fir rs 1 r- ii W.2k1;" , :-^°^-t="0.7"..t=a4r. . 0,...„. : �y • ,,,k, • •-.4.••%1 " ' C w. +�. � ePrJ+ .r''..le"-'"-- , " _ , Project: System: 17.1 kW DC (STC) Site Plan Cotuit Solar LLC J Y b11d// Brian Smith 57 - 300w modules �\ �� 508-428-8442Revision: October 13, 2016. '( rr PO Box 89 20 Gelding Circle 57 DC optimizers & 7.6kW & scale: COTUIT SOLAR,. Cotuit MA 02635 Banstable, MA 02630 6.0 kW Solaredge inverters 1 Warning: Dual Power Source ii M MI Second Source is PV System (25) LG 300 W 2. Photovoltaic AC Disconnect Modules Voc=39.8V, Isc=9.98A Revenue Grade • 25 SolarEdge P300 PV Meter 4#10,#6gnd DC Optimizers. Outside Voc 48, Isc 10.0 - Roof Top \ Utility UL 1741/IEEE 1547 Junction Box Disconnect(2) �/ .. _. 0A 8 Amp Utility Service " 3#4,#6gnd- 4C r- 3/ MLO 80A ••-11111 3#8,#8gnd- Interior (32) LG 300 W SolarEdge / 3/4°c Disconnect 200A AC Modules 80A Main Panel SE6000-US (1) - Voc=39.8V, Isc=9.98A Inverter 200A Main 4#10,#6gna Line-side tap Breaker 32 SolarEdge P300 -: <10' DC Optimizers Roof Top Voc 48, Isc 10.0 Junction Box UL 1741/IEEE 1547 - SolarEdge SE7600-US Inverter Cotuit Solar LLC Project: System.: 17.1 kW DC (STC) Electrical Diagram ����`1 ���v. 508-428-8442 Brian Smith 57 - 300w modules Revision: October 13, 2016 P'' PO Box 89 .20 Gelding Circle 57 DC optimizers & 7.6kW & (OTIT:SOLAR,. Cotuit MA 02635 Banstable, MA 02630 6.0 kW Solaredge inverters Eversrource ISA. U 2168693 JAMES .A o ...C ANCY .P I' OFESSIONAL ENGINEER 601 AS It URY AVENUE NATIONAL PARK, NJ 08063 (856) 358-1125 FAX: (856) 358-1511 Construction Code Office Dater October 12,.2016 Re: Cotuit Solar LLC,3800 Falmouth Rd.,Marston Mills,MA 02648 Subj: Brian Smith Residence,20 Gelding Circle,Barnstable,MA 02630 We have provided an inspection and review of the residence roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence to be of wood frame construction bearing walls with a rafter framed roof - system. The main roof is of 2x10 @ 16" o.c. and is sheathed with 1/2" ext-ply sheathing and a single layer of composite shingles. The existing roof structure bears directly upon:the:exterior stud framed wall system. The existing rafters as installed meet the required load/span ratings with sufficient capacity to carry the minor additional load of 4 #/sf imposed by the proposed solar array per the details below. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters. Silicone caulk shall be applied between the angle foot of the mounting system and the existing roof shingles at each foot location. Typical mounting detail sketch attached. When installed per the above specifications the system shall exceed 110 MPH wind & 30 PSF snow loads as required by Massachusetts 780 CMR table 1604.11. Should you have any further question or comment please feel free to contact our office. Respectfully, ����H OF��� tU1ES A. G r Ir NCV .6.46775 Ja es A. Clancy Cis:1.° �' Professional Engineer i0NAL �. MA License#46775 'omit Moovce- rwst - , stooM amnia? s rite 55 HE% BOLTppi . . IL a IYs"* / 011N9ofP 5lte#4tfrraq \op PIT OAtV. LAG ---�. .. Nrrc µltF'rglit.. 'rY Ps'altly Phi Ps/ 1"s �rNrv\Ac7V A. 4�v a(1j 5 to :o ames A. Clancy, PE '� A: o�a�' 601 Asbury Avenue• National Park, NJ 08063 Massachusetts PE Lic#46775 • Cotuit Solar LLC . Project: System: 17.1 kW DC (STC) Attachment Plan NV li�� 508-428-8442 Brian Smith 57 - 300w modules Revision: October 13, 2016 PO Box 89 20 Gelding Circle 57 DC optimizers& 7.6kW & Eversource ISA#: 2168693 COTUIT.SOLAR«, Cotuit MA 02635 Banstable, MA 02630 6.0 kW Solaredge inverters 3,1 'Li tN . . i1 N -�DNTM 2•Black LG300N 1 K-G4 6OceR -- . . . . , . . , _ -_ -- . _ . .. .... . .,.,. ,. . . . .. . .. LG's new module,NeONTM 2 Black,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires to enhance power output and reliability. NeONTM 2 Black demonstrates_G's efforts to increase customer's values beyond.efficiency.It features enhanced warranty,durability, �' ;;/ performance under real environment,and aesthetic design suitable for roofs. APPROVED MODULI • DVE 01-1).. cE :.c.,?, ,c9., , • . .. — .Intertek 0.:.,�eNe 15a.a151.1..t .. .. .. .. . • .. Cello Technology . • • Key Features: . . . . is *24 1)1 Enhanced Performance Warranty . High Power.Output .. Q . . 2 1 LG NeONTM 2-Black has an enhanced performance- .i Comparedwith previous models,the LG NeONTM _ . warranty.The annual degradation has'fallen `~— 2 Black has been designed to significantly from-0.7%/yr to-0.6%/yr.Even after 25 years, j enhance its output efficiency making it efficient ...the cell guarantees 2.4%p rhore output:than the... ... . even in limited space.. previous NeONTM modules. + Aesthetic Roof . Outstanding Durability •p�� SaOOPa LG NeONTM 2 Black has beendesigne.d with . • t: : With its newly reinforced frame design,LG has :- aesthetics in mind;thinner.wires that appear all : .extended the warranty of the NeONTM 2 Black for: . black at a distance.The product can increase the an additional 2 years.Additionally,LG NeONTM 2 value of a property with its modern design. . Black can endure a front load up to 6000 Pa,and a rear load up to 5400 Pa. • . . • Better Performance on a Sunny Day ,N,s, Double-Sided Cell Structure An . . T. LG NeONTM 2 Black now performs better on a The rear of the.cell used in NeONTM 2 Black will sunny days thanks to its improved temperature • : •contribute to generation,just like the.front;the coefficient light beam.reflected from the rear of the module is reabsorbed to generate a great amount of additional power. . About LG Electronics k LG - LG Electronics is a global big player,committed o expanding: operations with the solar market.The company first embarked or a solar energy souse research program in 1985,supported by LG Grou..s vast capenence n he semi conductor,LCD,chemistry and materials industries In 2010,LG Soar successful1y J • released its first MonoX®series to the market,whi h is now avaIable in 32 countries.The NeONT""(pevious.Mover NeON)and The NeON won the''Inter- _ .. -. • solar AWARD`in 2013. and 2015,which demonst-ates LG Solar lead,innovation and commitment:to the industry. - Life s Good s E LG300N1K-G4 N�1. • _ . . . .. ..N TM .. . . Lu-- iNaHiniN 2 Bibck '- • • . • . Mechanical Properties Electrical Properties(STC*) • teas .. .6 x 10 ... . Module Type . . 300 W . . .. . Cell Vendor LG .;• _. MPP Voltage(Vmpp) • 32.5 • .: Cell-Type:. - - Monocrystalline/:N-type • MPP Current(Impp) ..926: - Cell Dimensions 156.75 x 156.75 mm/6 inches Open Circuit Voltage Noe) 39.7 • a of Busbar :.12(Multi Wire Busbar) :. Short Circuit-Current(Isc) : . 9.70 • Dimensions(L x W x H) 1640 x 1000 x 40 mm. , , Module Efficiency(%) 18.3. .. . . Front Load - 6000 Pa Operating Temperature(°C) 40-+90 Rear Load 5400 Pa Maximum System Voltage(V) 1000 • Weight 17.0±0.5 kg Maximum Series Fuse Rating(A) 20 .. ...Connector Type ... MC4,MC4 Compatible IP67 .Power Tolerance(%) ... .. 0-+3 . . . Junction•Box : • IP67 with 3 BypaSs•Diodes I •• *STC(Standard Test Condition): m',Irradiance 1000 W/ Module Temperature 25.°C,AM 1 5 . Length of.Cables .-..•.. - - 2 x 1000 mm: ' • *The nameplate power output is measured and determined.by LG Electronics at its sole arid absolute.discretion. . *The typical change in module efficiency at 200 W/m'in relation to 1000 W/m=is-3.0%. Glass - High Transmission Tempered Glass; :. Frame :. - :. Anodized.Aluminum . .. :. . : : : - • - Electrical Properties(NOCT*) Module Type .. 300W.. Certifications and Warranty Maximum Power(Pmax) 218 IEC 61215,IEC 61730-1/-2. MPP Voltage(Vmpp) 29.5 IEC 62716(Ammonia Test) MPP Current(Impp) . 7.38 Certifications :IEC 61:701(Salt Mist Corrosion Test) : Open Circuit Voltage(Voc) •36.5 . .. UL 1703 • • Short Circuit Current(Isc) 7.83. • ISO 9001 *NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/mz,ambient temperature 20.°C,wind speed 1 m/s• Module Fire Performance •• Type 2(UL 1703) ••' - • • Product Warranty. . .. 12.Years . .. . . .. . . . .. . . .. . . . .. . . . . .. . Output Warranty of Pmax :•. :Unear Warranty* .. .•.. *1)1st year.98%,2)After 2nd year.0 6%p annual degradation,3)83.6%for 25 years Dimensions(mm) • • Temperature Characteristics . .. . . . . . NOCT - . . . - 46±3°E: . . . Pmax -0.38%/°C r . • Voc 0.28%/°C. ° °aa .. • .. Isc 0.03%/°C �a1.5 betaia • Delaiin Lietail : Long side frame • SMorisde frame Characteristic Curves °'a'°' • la,un<eMtn,e.°ma°t,ngMder) . a alma 'I • a co 1000W j XI II .. . .. IL' .. 500W m nz.al la i* I 8co u 600W • 040 / I. .. . . • . . . . 200W . . . . . . .•. gale length ... 2.00 f •Voltage(V) E • 3 .. .. . .. .. 8 . 5 :140 .. .. .. .. . • .. E .aa ' inc — N e �.,nsill)) ••• .. r 1 mll;OIIIIiiii 11111IIII) 1 • :: • 2i• - ;_________u_lll II I_I I I I 1 II I II L41 I II ILQ it • C .1 1 1 1 ... .Temperature{°L)... ... - . . ..- . ... -zs a - 25 50 r, so _ • *The•distance between the center of the mounting/grounding holes.- .• • �� LG Electronics Inc Product specifications are subject to change without notice. '❑10.14, :. I` �� Solar Business Division DS-N2-60-K-G-F-EN-50825 �o L] Seoul Square 416,Hangang=daero,Jung gu,Seoul 100-714,Korea-- Copyright©2015 LG Electronics.All rights reserved. . �� 4 Life's Good www.Ig-solacwm +J ' soar oo SolarEdge Power Optimizer 0 Module Add-On For North America P300 / P320 / P400 / P405 ° r ILM .vowerp • PV power optimization at the module-level ▪ Up to 25%more energy — Superior efficiency(99.5%) - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading • 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 USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL WWW.SOlaredge US • solar r p a SolarEdge Power Optimizer • Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 P400 P405 (for high-power (for 72&96-cell (for thin film (for 60 cell modules) 60-cell modules) modules). modules) INPUT Rated Input DC Power(1) 300 I 320 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-80 • 12.5-105 Vdc Maximum Short Circuit Current(Isc) • 10 • 11 10.1 Adc Maximum DC Input Current :: 12.5: : 13.75 .:12.63 Adc. Maximum Efficiency 99.5 ... % i Weighted Efficiency 98.8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATINGSOLAREDGE INVERTER) Maximum Output Current I •15 Adc Maximum Output Voltage 60 I 85 Vdc . OUTPUT DURING STANDBY.(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per:Power 1 • Vdc Optimizer STANDARD COMPLIANCE • EMC • • FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 Rol-IS Yes • INSTALLATION SPECIFICATIONS . Maximum Allowed System Voltage 1000 • Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters 128x152x2.7.5 128 x 152 x 35 128 x 152 x 48 Dimensions.(W x L x H) mm/in 5 x 5.97 x 1.08 5x5.97x1.37 5 x 5.97 x 1.89 Weight(including cables) 760/1.7 830/1.8 • 1064/2.3 gr/lb • Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 . I 1.2/3.9 • m/ft Operating Temperature Range • -40-+85/-40-+185 °C/°F Protection Rating . . IP68/NEMA6P . Relative Humidity -• • 0-100 % I'%Rated STC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE . . .THREE PHASE 208V-, . . THREE PHASE 480V A SOLAREDGE INVERTERIZI Minimum String Length • 8 10 18 (Power Optimizers) Maximum String Length 25... 25 50 .(Power Optimizers) . Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes 'il It is not allowed to mix P405 with P300/P400/P600/P700 it;one string. • a 0 • • ©SolarEdge Technologies.Inc.All right reserved.SOLAREDGE.the SolarEdge ogo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies.Inc.All oth+trademarks mentioned herein are trademarks of their respective owners.CM 12/2015 ViCE.Subject to change without notice. - - - r i solar o o - SolarEdge Single Phase Inverters rEr- For North America Mil SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US 0 ram'`__. `werte� , 2y ¢n I ,>4:i Walla ty _____ ___...._ 1, rt 8 s . vri l f, The best choice for SolarEdge enabled systems e Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance ▪ Superior efficiency(98%) — Small;lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation ▪ Optional—revenue grade data,ANSI C12.1 USA-GERMANY-.ITALY-FRANCE. JAPAN. CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.soIaredge.us i so l a r o o Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE3800A-US SES000A-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US OUTPUT . Nominal AC Power Output. 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000 9240V 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA 5450 @240V 10950 Va 240V AC Output Voltage Min.-Nom:Maxi�1 ✓ ✓ - 183-208-229Vac AC Output Voltage Min.-Nom:Max.m 211-240-264Vac ✓ ✓ ✓ ✓ ✓ ,� : i AC Frequency Min:Nom.-Max.11' 59.3-60-60.5(with HI country setting 57-60-60.5) Hz 24 @ 208V Max.Continuous Output Current . : 12.5 : 16.. 25 32 48 @.208V 47.5 A 21 9 240V 42 @ 240V • GFDI Threshold 1 : A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 I 5100 I 6750 I 8100 I 10250 I 13500 I 15350 W Transformer-less;Ungrounded Yes Max.Input Voltage :: 500 : : .. :vac Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc 16.5 @ 208V l 33 @;208V Max.Input Currenta1 9.5 13 l 18 23 34.5 Adc 15.5 V 240V 30.5 V 240V Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes . Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency' 97.7 98.2 98.3 98.3 98 98 98 % CEC Weighted Efficiency 97.5: 98 • 97.5 @ 208V 47.5 97.5 97 @ 208V 97.5 98 V 240V 97.5 q:240V Nighttime Power Consumption <2.5 <4' W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) • Revenue Grade Data,ANSI C12.1 :Optional131 Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed)°I STANDARD COMPLIANCE Safety UL1741,UL16998,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/. 3/4"minimum/.1-2:strings/ AWG range 3/4"minimum/1-2 strings/16-6 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ (HxWxD) 30.5 x 12.5 x 7.2/775 x 315 x 184 775x315x260 mm Weight with Safety Switch 51.2/23.2 ) 54.7/24.7 88.4/40.1 lb/kg Natural ... . . . convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable) Noise <25 <50 dBA Min:Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60:version availablelsl) F/ C :: Range Protection Rating NEMA 3R to For other regional settings please contact 5olarEdge support. 14 A higher current source may be used;the inverter will limit its input current to the values stated. - '' ''')Revenue grade inverter P/N:SExxxxA-U5000NNR2(for 7600W inverter:SE7600A-US002NNR2(.- - - - - - ' ' 14f Rapid shutdown kit P/N:5E1000-R5D-SI.: .- - ' : - ' 1s1-40.version P/N:SExxxxA-U5000NNU4((or 7600W ineerter.SE7600A-US002NNU4). :. • 0SUf15PEC Ro H S i e Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdg-go.OPTIMIZED BY SOLAREDGE ' rks or registered trademarks of SolarEdge Technologies.Inc.All other trademarks mentioned herein ks of their respective owners ailla 12 2014.MB,Subject to change without notice. professional SOLAR ProSolar® RoofTrac® products Bonding and Grounding Guide (Patent Pending) ram, } , Can be placed \' ! '/ under module to --� (RV), l hide connection if desired 4111°."41: j ,,,‘,-.'"'''' " ' I or 4f fr. 4 .•= For Grounding Connection u "' • ILSCO SGB-4 rail ground connection Basic Wiring Diagram 0 0 O J 411 0 RoofTrac®Universal •. Rail Bonding Splice ® ® 0 m A Grounding Lu L. ®. ® ® U ® ® At, Grounding Lug COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP). TileTrac®is a registered trademark for PSP and is covered under U.S.patent#5,746,029. RoofTrac®and FastJack®are registered trademarks for PSP and are covered under.U.S.patent#6,360,491.RoofTrac®bonding designs patent pending.. ProSolar®UL2703 Bonding and Class A Fire Rating Page 2 of 4 • IntertekListing Constructional Data Report (CDR) • • • 1.0 Reference and Address • Report Number 100779407LAX-003 I Original Issued: 14-Sep-2012 I Revised: 28-Apr-2015 Standard(s) UL Subject 2703-Outline of Investigation Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels. Issue#2:2012/11/13. Applicant Professional Solar Products, Inc. Manufacturer Professional Solar Products,Inc. 1551 S. Rose Avenue 1551 S. Rose Avenue Address Address Oxnard, CA 93033. Oxnard, CA 93033 Country USA Country USA Contact Stan Ullman Contact Stan Ullman Phone . (805)486-4700 Phone (805)486-4700 FAX (805)486-4799 FAX (805)486-4799 Email s(@.orosolar.com Email s@prosolar.com . • • • • • • • • • • • • • • • • • • Page 1 of 63 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report.Only the Client is authorized to permit copying or distribution of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek.The observations and test results in this report are relevant only to the sample tested.This report by itself does not imply that the material,product,or service is or has ever been under an Intertek certification program. ProSolar®UL2703 Bonding and Class A Fire Rating Page 3 of 4 I� • . Report No.100779407LAX-003 Page 2 of 63 Issued: 14-Sep-2012 Professional Solar Products,Inc. Revised: 28-Apr-2015 2.0 Product Description Product Photovoltaic Racking System Brand name ProSolar The product covered by this listing report is a rack mounting system. It is designed to be installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments, depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system is comprised of support rails and top-down clamping hardware. This device can be used on most standard construction residential roof-tops. This system is in compliance with the mounting,bonding and grounding portions of UL Subject 2703.This system has the following fire class resistance ratings: Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules with or without the wind skirt.Class A for Low Slope Applications when using Type 1,Listed Photovoltaic Modules when a minimum of 12"gap between the roof surface and the bottom of the module is maintained. Class A for Low Slope Applications when using Type 2, Listed Photovoltaic Modules when a minimum of 14"gap between the roof surface and the bottom of the module is maintained. RoofTrac has different types of bonding and grounding, below is a list of them: Bonding of module-to-Roof Trac rail via Weeb PMC Description , Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar Bonding of module-to-Roof Trac rail via Ilsco:SGB-4lugs Bonding of Roof Trac rail-to-Roof Trac rail via Weeb Bonding Jumper-6.7 - Bonding of Roof Trac rail-to-Roof Trac rail via Ilsco SGB-4 Lugs Bonding of RoofTrac rail-to-RoofTrac rail via ProSolar UL 467 tested universal splice kit(Splice Insert and Splice Support) Issuance of this.report is based on testing to PV module frames with a height of 1.1/4 inch to.2 inches The grounding of the entire system is intended to be in accordance with the latest edition of the I National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems. Any local electrical codes must be adhered in addition to the national electrical codes. This product investigation was performed only with respect to specific properties, a limited range of hazards, or suitability for use under limited or special conditions. The following risks and other properties of this product have not been evaluated: electric shock, Ultraviolet light exposure. Models RoofTrac Model Similarity N/A Fuse rating: 20 A Mechanical Load: 30 PSF :. Fire Class.Resistance Rating: Ratings Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic: Modules. Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules . .. . . +.. Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm Other Ratings frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack posts with 1-1/2 inch tall RoofTrac rail.And maximum span of 72 inches using 4 inch and 6 inch TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. , ProSolar®UL2703 Bonding and Class A Fire Rating Page 4 of 4 ED 16.3.15(1-Jan-13)Mandatory di TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIO aoi .a,cli ) B bt-VA,46 Map 2-0)7 : Parcel 0 • Applic n # i Health Division Date Issued Conservation Division Application Fee ) i > / 61O Planning Dept. Permit Fee Go 0 151 , P-6 Date Definitive Plan Approved by Planning Board i?. . Historic - OKH _ Preservation/Hyannis 1 Project Street Address 2.0 G2 t.N.L1, Ct L k4�to Village , Owner-betia4A k LC, I ,t` _Address Telephone 5'O -7` 7 9J 6/ Permit Request APIrtio Q: 3 2 f Sr- co./s-P—s- 'F-cP-cii. , C\- rr oldct Square feet: 1st floor: existingIS72 proposed 2194- 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 475 000 Construction Type WOOD.vepme. Lot Size I i 01 ass AlS43 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family •G1i Two Family ❑ , Multi-Family (# units) Age of Existing Structure AS of Historic House: ❑Yes RI No On Old King's Highway: Z Yes ❑ No asement Type: NI Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) i 500 _ Basement Unfinished Area (sq.ft) `z5 SF umber of Baths: Full: existing .i new 0 Half: existing new Number of Bedrooms: 3 existing' new otal Room Count (not including baths): existing 1 0 new Ct First Floor Room Count eat Type and Fuel: ..Gas ❑ Oil 0 Electric ❑ Other 4D Central Air: AYes ❑ No Fireplaces: Existing 1 _New ® Existing wood/coal sto : 21. s 0 No 4� �wf ry d Detached garage: ❑existing `l new size Pool: ❑ existing U new size — Barn: O existing Ms I neb size_ .I, Attached garage: $existing ❑ new size Shed: ❑ existing ❑ new size _ Other :j _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 CO 1� Commercial ❑Yes ❑ No If yes, site plan review# n Current Use Proposed Use _� APPLICANT INFORMATION r (BUILDER OR HOMEOWNER) Name I Aii t•-A111.4 Telephone Number "'-'(, -1 3`7 %(7(1 Address 2.-0 Q2vbt.i.( , ei a.0,t.. , License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOaJ SIGNATURE - i:��'I DATE /9:70cA 1 ', ., -•'• °l.'s\ '").->,.• . • . . . . - - . • , . - f FOR OFFICIAL USE ONLY .• , APPLICATION# .. • -1 •• -,„ ; DATE ISSUED •,k-'IL -_.'* • •`".,%..! 4 . ..f- .• .. . . 4 .. . ! • -.., . 1,.. . ..- ''...• . g:AP I PARCEL NO. .•.- . - , : : t f e • -- 4.i I -2.1. ' - 4 • r .... ADDRESS ' i. " . . VILLAGE : . .... - .„. .„ . . . ... .-. . OWNER, ., - . - .. I l• , k , '1 a PI 1 / 1 . %. • . . . 4 ; ....r ...i . ;-. . • . - .. ,-.. i 7 '.. . DATE OF INSPECTION: •,• ._ ) - f 3 LiFOU.ND.A11061‘ ..:.. . - f., : _ _. f- . • - ,_. . .. . FRAME },- _.:.... INSULATION.' -..' ._ • , . I FIREPLACE _ .,. ; . . . . i ELECTRICAL: ROUGH FINAL , . PLUMBING: ROUGH FINAL - GAS: :•.'-'1' ''' ROUGH •1' -.7‘ - •-•'.3'•' FINAL , . FINAL BUILDING", , . • , . . . . . , DATE CLOSED.:OUT ,- ' . .. - .). ..:, ' .• <- . t, ••,,, ., . . ASSOCIATION PLAN NO. • •:-.. ' J . ..- - : s . • • e , _ �THEl� Town of Barnstable , Regulatory Services K,,ARNSTABy Thomas F.Geiler,Director Mas1639Building Division ED Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION I Please Print DATE: j t2-47 1 Y Z JOB LOCATION: 2-0 (kE(N( ci number A� street (j� village "HOMEOWNER":• I Pc�Y S-0 'f7 37 7Q 1 name home phone# work phone# CURRENT MAILING ADDRESS: 20 [ N1.L4 =i 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 ins ection procedures requirements and that he/she will comply with said procedures and require d Signature of Horn owner • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-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 of this issue is a form currently used by • several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt r *'THE Town of Barnstable Regulatory Services * BAuvsrnBL N /g, Thomas F.Geiler,Director 6;q/�M►+' Building Division - - Tom Perry,Building Commissione 200 Main Street,Hyannis,MA 026 1 _ www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 . i ,` ; , Prope A Owner ust Complete an . Sign his Section If Using . B ' der , . I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized b, this building p-rrnit (Addrss of Job) **Pool fences and alarm- are the responsibility of th\applicant. Pools are not to be filled befor: fence is installed and pools a not to be utilized until all final '..pections are performed and acc ted. E Signature of Owner Signature of Applicant Print Name Print Name \ Date • Q:FORMS•WNERPERMISSIONPOOIS a, • 6. • . - DOOR SCHEDULE ,'' ¢u ,� N0.]TY�a 0.0} MFR. TYPE Ea NOTES p .yam Pa1NG _ :< N .E.,,,a,.�M.I. y LINE-' ®u�oAE,sr�.Ta.I.�,.amNer�S®r.ae c ig3'in,' . LaPP. te x yn .. t WINDOW SCHEDULE NloouuE.R.�.^ �,,+,,,,-� 7YP�O1Y WINDOW'''SRE 3. X 7 ro. ('ARAM NTS s r.n..vr.ovaT•r.rrv.vr.avu 5 Ifrai rxk.n pmEA L a.acauuaruxevm.n,En -_ A.„..,...“..A.„..,...“..roa oannvc,svnuv oasar.x.s Mi KE IlE \\ Na�aNf£IYNO r r.a rra \ I SEE CI Dw4 FOR 9.ANwALLrT6 \ / o.NowrN O A©.p. O O Q O� O v._...�._r Y I < o -, FJa d, I 0 .I 33 Ndw U § b vw D IN!DRYWALL OR MATE.•.WAYS -4y3 I Z N - p O I S Z lJJ 1 a-iY It STORAGE •�47'__ - u Q O m Y,•racPLYWOOD woww�sa,w®..14wm 0.. y O'O 0 O _ - .au.:3 Y ' m T"N � -CI NO ww+ALLOR INLurprvwr exreuoawau5il B R A G ' O ) . E.: A.A4 part prsoUrnpi. . L_J L . =I (rill PROS,. e ,...4. zglii-41111 0 �wR . ! \ h mrMmm SUM mu r 1— o GARAGE O O _ ® o o C�. FLOOR J .> 1 „-Y_�v } PLAN Ma I -'O= MARK A. %,-, / McKENZi` - E 1 C CONST.DOC.S SQUARE FOOTAGE +�A �� ,•.,• GARAGE FLOOR: 21%SF O _ _ A= .[._ a"' /.�j?j 0 PROPOSED 2ND FLOOR PLAN GARAGE STORAGE(2nd):' 156 5F PROPOSED FLOOR PLAN vS', 1G 1 CALLED scuE:va•=r-0• PORCH: 322 SF 1 SCALE.I/4,1,0. �ONAI�.f `� NORTH A- ' IO • - Ar. .P.R.ING R-;,. PTO 0111.FRAME FOR I • NEVV COVERED PORCH 6 F.. J Q --0 PROTECUP.F.UT MST. r„wTo wucFwon N d F _ EX DECK _wrvuFsuuoo.ro u W .. OJ ` .ate N. ,_ %----- n 0 c7 co O N BATH INLAY DINING LpOOOpy d b—J Z BEDROOM I S Z W w JJJ \ EXIST.GARAGE § Q Q N m 4 d KITCHEN ' ' BATH 5 TERRACE BELOW ' - W =VI F We DEscurnon . x v+.i wnw:eart • 4 BEDROOM BEDROOM ENTRY LIVING FAMILY e c c ` n "'QQQC COVERED PORCH PLAN SQUARE FOOTAGE: O PROPOSED COVERED PORCH PLAN �w�D CONST.DOC'S. GARAGE FLOOR: 2156 SF SCALE va•=ra ' v.a 6 e NORTH GARAGE STORAGE(2nd): 960 SF PORCH: 322 SF A- I . I • • • • ■iU■ I U. i rPRIt�G . • I� "' LYNEN+ 'f N71r115V .„1,.. .:::::::::::::::::::::.7. 7,_ 5 THIRD STREET•HARWICH.MA•OEMS - - - - - - - - ):4!;EAZIE — - nf:ne`rPmC, 1 — ! !!16l1 N�lili 3l�1fGlf a ■■■ _ Eno. — ■■■■ = — — l . ■ . I j I • r—L J 1 I F....1 Q ` J N E CALLED SOUTH ELEVATION-(SIDE AT PROPERTY LINE) O O CALLED WEST==--TION-(REAR) O 0 m scuF:va•=r-0• Z 1- _ 8 t°wwZ 1Lt ����rrnn Z li — _ o.�. 8 FEN m ,.-- i .- ......... it • _ owa" "� • Egg .d t\ `t� ��— .�� all Wnow ;'' a ..'em.Riiig 1 yryt I �NTt�i'r_r�r.• i;�ys dYJ ilPi 1�" .' ,..•+ivis'rNiivrsii�" •I I fll► - - - �/tHFa — - - - — �...,., gym., I r I I In- III I_ IHh!!1H1iitdIIIi � IF,Hglig�1:2151 III ._ I_II_ .gall■ :2"11IN-1124111111111111 . ■■ 1 1 - GA i i 1 RAGE _ I i>a - _ I- - EVA EL TI ONS _ - I '� .,I i � e � • _- rMxti._-- I I I O CALLED NORTH ELEVATION-(SIDE AT PROPERTY) y J O CALLED EAST ELEVATIONS(FRONT) J scn F va=r-0 1 SCAlE:716'=f'-0' A-2.0 - A-r. ,.' ,,,,, g'F,J LI Ny 1 ucs I •fii ,uoinuw 1 Ietka4M1 IYI rj ••••••••• NEi '0-,•d • ..�_..4...�. —�.._.._ �• � I. M YENZIE MaL. _._�•y_({_i_•_y_j_..._•{r__ a11_•s�.�y.J{•-11 :: • - �• €yb .,,s'` f CJiu� =W • H J Q • N_ La O CALLED EASTLEVATION-(SIDE) 6 V O SCALE:v4•=iw• C7 co c O H • s ZCW7ce 8 K N m u I 6. - •3i fi�iiI e5 ��� _ ltiniN ' ifs :lin s 1:1 _.iu.:■::.` JIF::::::: II0 - ■■■.;.u■::.:� I1jLj a...... x: l�ylsl9mi��wi4vNiV •-��•• :I i311t1�1Gy11[��114Y1LSd�Wf - O ___.. .I II :I iiiivwiiifiiri=ik- :�iiiiiaiieiiiiiiieii:ir,' MTV:, m.� �., r ......_......._........................ �,..._...._.._.... :.._._.._ .3: ._..::::._..3'� aNfQI■iff:!lBiNf■fR' wr.aem..cvu 1O '— :71l--1 V:iir, 'x oast.onrwei �O COVERED - PORCH ocwM� ELEVATIONS CONST.DOGS OCALLED EAST ELEVATION= (REAR OF HOUSE) SCALE:1/6•=1'-0• A-2. • • • \ GvI O a4LIN k{ w A<rm ROn coin°[ fir> l>09a] . .Ul.wN • ROOF MATMOSS.BOTH LEVEL, x>w>lnwmv Mucw.ce REM., w�iffasraMwIR c mmLING FELT �`� .. MOWER. ..KEU E gYltUrv=,S 11 DRII . r.A>fx WOKE OWi°°umvl MATCH sEWOIRI awua II �> • l I II• .I ~J Q B 121 AE Zm • row��ue nu N 6 a • d PAO>� a> r . - N 03s . . h.CO%PLYWOOD 511ECTUNG ' liiipi ...I . , Ca ORO ABOVE TRIM WINDOW ORS r.4 , 4 I , wwwa0.l,,o cN lx .°m . j 1 — 410' vx....,11,.... . mw.EOMwdl. cw..aro • w.owuc[ •... wY..muos - m • OS hl•l>M M co.,,,,,,,, a.m. • . ,m.,,,,;:;.:.;.. - GARAGE p • op, 0i, 1 -. oo,,,`„ -vp>,. ss s �? SECTION :��:�i�.:�,�b�.:�S:��,��..'• �' CONST.DOCS. . - O SECTION AT COVERED PORCH SCALE:ll 7=1'-0• I, 4 4 5 1. . A-3.0 • .. J • -o `N 'q r ',,RtNbisS• .,_. . L4IN cvI v `r o.surrur . rs 1VE . M<KEN21E EN.,1 I G I F L. J Q PROVIDE MEL NSW.AT VASS. cc 7.,„ .a=.mvu O (_ s • .,..@ ouMTeu L,y®,,. Nf' S Z w �. �< • N=�D�GEE OVERHANG 3 a cc • c. � .-. TE=ow="ro •• �..' Tu .Gvu..a Ear< N.nza MMGM and MINTED qS m N w onu w ww ow -IAfll• w._.r-_"'"..b. "oaw®.vma wwwrzum v.0 x • S t tA • o VaM. T a ; DN EFERS An 10 r - rf noa. _f�„moo,Et}OEM. GUM°" Ai t. I� n,�woN ws�wu amTTTu . ._� i \� D SECTION� 4 c.m.mum.Ta.e Y�M �� -,y n - — ff nnA�R�ems;\ and DETAIL 'ice gi c:Er 1,E mi n mow" 4 ' J /., O v,? / CONST.DOCS. C.) DETAIL SECTION AT COVERED PORCH 0 SECTION AT COVERED PORCH SCALE:3/4'=1-0' I 2 ! 1 SCALE:IR'=1,0. I 1 ! A-3. 1 • • • • • GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES:(CONED) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: • 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: _ MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY • SECOND FLOOR HOLDDOWNS: DWELLINGS.EIGHTH EDITION(180 CMR),AND ALL AMENDMENTS,WHICH I.ATTACH EXTERIOR WALL STUDS TO TIE DOUBLE TOP PLATE AT THE If^PLYWOOD-(EDGES BLOCKED) IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. ROOF WiTI(QTSP CONNECTOR AT 32"0.C.PROVIDE(9)-I0dx I NAILS Qj Rd COMMON OR GALVANIZED BOX NAILS®6'O.C.EDGES AND TO TIIE STUD AND(6)-10d NAILS TO TII DOUBLE TOP PLATE. II'0.C.FIELD. O(I).CS 16 COIL STRAPS W/(26)1031(0.148"x3"LONG)NAILS WIIEN 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT STRAP IS APPLIED OVER PLYWOOD SHEATHING(IS'MIN.STRAP WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD REQUIRED WHEN USING BOA CONNECTOR PER NOTE Z',"ROOF FRAMING I)"PLYWOOD-(EDGES BLOCKED) END LENGTH AT EACH END OF STRAP)OR(30)8d(0.131 x 2}'LONG) W FRAME CONSTRUCTION MANUAL FOR ONE-AND T\VO-FAMILY CONNECTIONS", Q Sd COMMON ORGALVANIRED BOX NAILS®3"O.C.EDGES AND NAILS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAMING W . DWELLINGS ,AND THE'MINUMUM DESIGN LOADS FOR BUILDINGS IT O.C.FIELD. - MEMBERS.(IT MIN.STRAP END LENGTH AT EACH END OF STRAP). STRUCTURES AND OTHER STRUCTURES(ASCE]-03).THE BASIC WIND SPEED FOR THE EXTERIOR2. WALL STUDS ON SECOND FLOOR TO BE ATTACHED TO PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE STUDSSTUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS 16 EACH END OF STRAP.(IF STRAP IS LOCATED AT EXTERIOR WALL, CATEGORY'B'. COIL STRAP W/(14)IO NAILS NAILS AT EACH END OF STRAP)WITHA PLYWOOD-(EDGES BLOCKED) CONTINUE STRAP TO SINGLE STUD IN FIRST FLOOR WALL IF THERE STRAP CUT LENGTH OFFRd 18.4 THE CLEAR SPAN ACROSS RIM BOARD. A Bd COMMON OR GALVANIZED BOX NAILS•2^O.C.EDGES AND 'IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE l 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL STRAPS TO BE SPACED AT 32.0.C.(EVERY OTHER STUD).STRAP IS NOT IT O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE E'•1 rL�' LOOR LL W,OR RAP THE BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S).IF REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS.CS 16 COIL STRAPS 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. SHEARWALL IN FIRST BELOW. AROVIDE HALF OF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE TO BE APPLIED OVER PLYWOOD SHEATHING. AROUND THE HEADEREND OF TW.PROVIDE HALF OF TIIE REQUIRED W �� COMPLETED BY VIE ENGINEER OF RECORD,THE CONTRACTOR SHALL • NAILING AT EACH OF THE STRAP.) O . CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN 3.ATTACH FIRST FLOOR STUD TO SILL PLATE WITH I-SSP PER I6"ON NOTE:FOR PLYWOOD SIIEARWALL TYPES 1.2,AND 3 LISTED TIE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL 'CENTER ABOVE.Rd COMMON OR GALVANIZED BOX NAILS 4(0.131 x 2 I"). a INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE VISIBLE FOR INSPECTION.IF DURING THE INSPECTION.ANY PORTION OF 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL USED AS A SUBSTITUTE. THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR PROVIDE A CONTINUOUS LOAD PATH FROM TI IE ROOF TO THE FOUNDATION HOLDDOWNS: INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE FOUNDATION. GIVEN UNTIL TIRE CONDITION IS CORRECTED AT THE CONTRACTORS • CONNECTION TO CONCRETE FOUNDATION NO REVISION/ISSUE DATE EXPENSE SILL PLATE CONNECTION TO CONCRETE S (IDU3-SDS2S W/SSTB24 j"DIAMETER ANCHOR BOLT INTO 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE O HOLDOWN.POSITION SSSTB24 W/ANCFIORMATE TO CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE DI - FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT ACCORDANCE WITH CATALOG C-2011.IT IS THE RESPONSIBILITY OF THE - v DIA.ANCHOR BOLTS AT 32"O.C. PLACEMENT. CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH NOTE ANCIIOR BOLTS REFERENCED ABOVE TO BE'"DIAMETER A30T PROJECT ADDRESS: MANUFACTURER'S SPECIFICATIONS. I STEEL ANCHOR BOLTS WITH 3.x 3"x i"PLATE WASHERS WITH 1" 20 GELDING CIRCLE 1 3.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL S.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-4/F) MINIMUM EMBEDMENT INTO CONCRETE. O fIDU11-SDS2.5 W/5BI3O01"DIAMETER ANCHOR BOLT. BARNSTABLE,MA • INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATONS. POSITION SRIX30 W/ MATE TO FORMWORK PRIOR TO HEADER SIZE I MADER TO JACK STUD TACK STUD TO SOLE PLATE CONCRETE POUR FORE CORRECT PLACEMENT. L4P-0"T04'-0' (I)LSTA 9 wsr4• •SHEARWALL CONSTRUCTION: . ROOF FRAMING CONNECTIONS: L4431"TO 6.0" (2)LSTA 9 (2)5P4• _ L-6'-L"T08'-0" (2)LSTA 12 (2)SPa• I.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLED) •' • I.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE STUDS ATEACI I END OF WALL.(UNLESS NOTED OTHERWISE) - 4 RIDGE WITH(I)LSTA IS TENSION STRAP AT 16"O.C.STRAP TO BE L=8'-1•TO IO'-0' (2)LSTA IS (2)SPH6• INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON L410-I"TO 16'-0" (2)ST2122 • (2)SPH6• 2.FACE NAIL DOUBLE TOP PLATES W/IW NAILS AT IS"O.C.USE(02)-IBd . NAILS TO RAFTERS.(REFER TO DETAIL I-RF) NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. 'ALTERNATE:THE CONNECTOR SHOWN FOR THE LACK STUD TO SOLE 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PUTS OF PLATE CAN BE SUBSTITUTED WITH TIE SAME CONNECTOR SHOWN FOR 3,NAILING FOR PERFORATED SHEARWALLS TO RE CONTINUED ABOVE THE EXTERIOR WALL WITH(1)112.5A CONNECTOR.CONNECTOR TO BE THE JACK STUD TO((ERROR.ATTACI I CONNECTOR WITH HALF OF THE AND BELOW ALL OPENINGS IN SIIEARWALL • - • '''Of ' APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. REQUIRED NAILS TO THE JACK STUD AND))LF OF THE REQUIRED NAILS • ALTERNATE:USE(I)117A FROM EVERY RAFTER TO WALL STUD BELOW. TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOABD.- 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT TSP CONNECTOR PER NOTE')',"WALL FRAMING UPLIFT CONNECTIONS", CONNECTOR TO BE ATTACIHED DIRECTLY TO 2X FRAMING AND SHEARWALL ENDS WITH(2)14d NAILS AT6"O.C.FOR SECOND FLOOR IS NOT REQUIRED WREN USING(1)112A AT EVERY RAFTER RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS SHEARWALL$AND(2)I 6d NAILS AT 4.O.C.STAGGERED FOR FIRST • ' ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. FLOOR SIIEARWALL$.- ' ` 3.BLOCKING TO BE PROVIDED ABOVE ME DOUBLE TOP PLATE OF THE NOTE: EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE S.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL • + ''' BLOCKING AT 6"O.C.PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE A.HEADERS FOR DOORS AND WINDOWS TO I LAVE(1)113 CONNECTOR AT ENDS. \` ,.ac•>T3 ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE ATTACHED THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. i^ T� McKEN Z IE DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(I)RBC LEGEND: CONNECTOR B.HEADERS 4'-1"AND LARGER REQUIRE(2)LACK STUDS AT EACH END ENGINEERING OF THE HEADER 4.PROVIDE 2%BLACKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE CONSULTANTS EDGE OF THE ROOF SHEATHING.ATTACII SI)EATIIING TO BLOCKING W/ C.PROVIDE(I)A23 CLIP ON TIE TOP OF ALL HEADERS AT EACH END OF Q SHEARWALL TYPE ad NAILS AT6"O.C.RIDGE BLOCKING IS NOT REQUIRED WHEN HEADER TO THE KING STUD ADJACENT TO THE OPENING. 1219 MILLSTONE RD. SHEATHING IS ATTACII ED DIRECTLY TO A RIDGE BOARD OR BREWSTER.MA STRUCTURAL RIDGE BEAM. D.PROVIDE 0)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF OI SIIEARWALL GRIOLINE (114)333.2144 THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4).)0d NAILS - _ • TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.FOR - FIRST FLOOR HEADERS PROVIDE(I)CSI6 FROM EACHIKING STUD TO • 0SIIEARWALLIIOLDDOWNTYPE '.�yttH TIE FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE"4" .'_4 ABOVE. !♦ SHEARWALL I)OLODOWN /gym\�. E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE'D'ABOVE ' IS NOT REQUIRED WHERE A SHEARWALL IIOLDOWN IS ADJACENT TO THE OPENING. SHEARWALL /_ /• �� ) ,•' r F.SILLS FOR OPENINGS LESS THAN 2.0•WIDE REQUIRE(U A23 CLIP AT PERFORATE SHEA RWALL.CONTINUE PLYWOOD ABOVE - " • TIIE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF AND BELOW OPENING\VRI I NAILING ACCORDING TO N Vr,/:_j/Y ` TIIE SILL PLATE FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 SPECIFIED SI LEA RWALL TYPE. .,D.r,FCI$TER®.' ✓ Z_ CLIPS AT EACH END OF THE SILL PLATE ON TIE TOP AND BOTTOM OF S C,_ THE SILL PLATE XIC,xi S OF KING AND JACK STUDS REQUIRED AT WALL OPENING �S/0PT .- / JEMIELE11.1111.SHEET: . IK1 'Cl ' : .. - • • • • • • • MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH - - • SSTB16 5/8 12" - BUILT-UP CORNER STUDS I 50° ROOF SHEATHING /-ROOF SHEATHING EDGE NAILING (PER DETAIL.AU) SSTB20 5/8 16 p° 58" • ® SST." 3/8 20 k' 66" 2%BLOCKING BETWEEN / EOOF NFTER SSTB38 ]IB 24I' 74• _ RAFTERS(NOTCH FO0. • SSTRL4 7/8 281' 82' VENTILATION IF REQUIRED. NO. SBIx30 I 24• 96' REFER TO ARCHITECTURAL EDGE NAWNG PLANS FOR MORE INFO.) 14 SSP HDU HOEDOWN •NOTE:IN REBAR TO BE CENTERED ON HOEDOWN AND (Q 16'O.C.)� LOCATED 3°TO 5'DOWN FROM TOP OF FOUNDATION WALL 1-4• PER SIMPSON MANUFACTURER'S SPECIFICATIONS. ■ I 1 DOUBLE 2X TOP PLATE W - ' a . WREBAR' ROOF RAFTER PER PLAN.(REFER CI //-T c SSTB HOEDOWN ANCHOR 3"TOS°J I ,Md REBAR'd (PLACE SSTtl ARROW gpfTERTO A 1 I ITECTURAL PLANS FOR 01MENSIONS AND EAVE IJa ° J F. ON TOP OF"NCI{pR DETAILING) t12.5A(INSTALL PWOR TO • DIAGONAL BJ CORNER g • OLT' APPLICATION) DOUBLE 2%TOP PLATE PP HILOCKING EATIUNG)ADLTERNA�D 2X STUDSSTBHOEDOWNANCf10R EDGE DISTANCE 1.]5'FOR 2X4WALL BEAM VA BC(INSTALL PRIOR TO TSP(INSTALL PRIOR TO MIN.REBAR 2.75'FOR 2X6 WALL - OF SHOWN ON PLAN) WAEL SFIEATI{ING OR ON PLYWOOD SHEATHING) /2A1 HOLD DOWN @ PLAN VIEW 5"MIN. /-333-- TOP OF DOUBLE 2X TOP NOTE NOT REQUIRED IF r- PLATES,PROVIDE 90• ERA IS USED AT EVERY UH �xp)EXTERIOR BUILDING CORNER \J RAFTER TO TOP PLATE BEND O BLOCKING) RAFTER, ��• li 2x4 WALL • Q 2x6 WALL • H ate. Cli 6x6 DOUG FIR POST 6.O.C. 4"O.C. ISTA STRAP Q 16.O.C. . A11 $ $ 1 l �S = (PER GSN) III�'� +I- ROOF SHEATFIING REVISION/ISSUE DATE' HOLD DOWN /..� /`� �� �� (])-IOD NAILS i 111 (PER PLAN) ++ ++ (PER PLAHOLD NW ++ T,, �/ +�/ (y EACH END III ' = • II L1\ `\ PROTECT ADDRESS; PLAN VIEW ELEVATION VIEW PLAN WEW ELEVATION VIEW �� , 30 GELDING CIRCLE BARNSTABLE.MA NOTES: NOTES: SEE ALTERNATE _ I.ATTACH STUDS AT BUILT-UP CORNERTOGETI)ER WITH(2)ROWS I.ATTACH STUDS AT BUILT-UP CORNER TOGETIIER WITH(2)ROWS `-ROOF RAFTER PER PLAN OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SVEARWALLS. OF 16d(0,162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SIIEARWALIS. • ALTERNATE:ATTACH OPPOSING RAFTERS • t - 2.ATTACH STUDS AT BULLT-UP CORNER TOOETFIER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETIIER WITH(2)ROWS BELOW RIDGE BEAM OR RIDGE BOARD - - OF16d(0.162"x3.5")NAILS AT-I'O.C.STAGGERED FOR 1ST STORY OF164(0.162"x3.5•)NAILS AT4"O.C.STAGGEREDFOR 1ST STORY STRAPS • 4COLLAR TIE AS SHOWN.RIDGE SHEAR WALLS. SfIEARWALl3. NOT REQUIRED WHEN USING A - COLLAR TIE • _ . • I BUILT-UP CORNER @ • \� STRUCTURAL RIDGE BEAM \>J w END OF SHEARWALL • • HEADER SIZE QA © © pp © © © • . 4 F 1 I l=x'-0'TO 4-0' x„u-rnv ua na ` ...t•: . 1 d'A 1 I® L-41"TO6-0• IS Ls," nx, ' "d —a7 _,•--'—•—w13 L-6-1 roe•-0• o,Lnnx 11 1:1� - MCKENZIE II 'I'.Ialha s Ea' =IR w Ixlw ENGINEERING L=e•-I•TR TER IVL5T5{ Ilw 131nxx CONSULTANTS ria111111—' L-10'-I'TO(6-0' I2IRT3IR Iw DIAv 12]9 MILLSTONE RD. rrA xmv BREWSTER,MA OPTION#2 (]]4)353-2144 HEADER SIZE ® Q © © Q © ©• _ - L-r-0rod'-0• ''�jN OF 14 ,7. © O RKAs`r. 1-6-I'TO 6'-0• ern bn.c u^omotEn 1Iw Dlnxx .f./C '' IE: �. II • �1 L-S I'TO1V-0• P ,, 4,1J; x A •/ „/ I¢ L-10-I'T016-0" tIs eLn xwu 01 wxv. 1 2702. •7 / 1�hI,I,I�I�I 11 ua n- rcn m Ixw �O.n9FC/STEp'�Ce�W.'✓� �- -7 �K•c.E•vi.o•,o•440. Lt4t0. ..w�,.e0x.n.7L.F7,,,...ox,reAmno:N.ox.-'-" "."'"'.,n.R e'''''') 8 N p p FrFONA EG • 'L SHEET:_ '71 FRAMINGQ WINDOW AND DOOR OPENINGS - Si , WF • • • �RIN:Ga ' 'Al a".r„, LIN E.:..a I • NE MiKEN2IE «a GINEEaW Ira vo ..r °rt 1 . .t . . e . . . . e. a x AR1a�..� I.CD,r r I Tonwo�,w,E� 1 LOCATIONS AT W•00•V....10001I EACH DOOR OM 2 I .a r.a I j_IlL___ f _ < I �.6r �s —I ~ (II Ce r— J r.s ..� EDTO0 wN �wN,a U ui I I... J 1 1 N LL`moo"'"d I .�1�. co««Ew a ROOT eew—NI a Z-I Z pwr uran °g°•" 3 l7 Q t. • 4 ' .xa ew io ncwia,00nre SLAB APRON Y 4 S Ca N m vT ..N'urxro mow wwRnorrro Doom O 1 a W .• • CONC.�mtw 'nr,n wwma .. A_. a 1 ` I—— 3 I• % ...„ + I... wa"� :o�"IIIEWIR N b. o�N�o.E oN�o pvu � .. • —4.7. I .monwrcFDN le "wyrn�ro TO ACCOMMODATE SLAB APRON alatrrns ' I L L• J • 1 r J 1 w FOUNDATION O� .q• 1r r f, tr.. r r r j6ref —C :r a I<uGffi�i� �ti*I► and ANCHORING ' McKEt: PLAN CIVIL 1 No.3'*•8 . r� 9 / //V,' : Sa ,cof' CONST.DOC'S. 2-- OANCHORING PLAN__ — O FOUNDATION-LAN _ _ �aEEEu ��Noan� C— I'. I • • • " PRI N'Gt �' L NE, • D 1C ii•PU • ZIE u FOw w.m s MCKENING • • vu DIX,InmTMor�' ra.PONw Le. cuo[w G!N+S'EEi_J G2 . o s� ws� x'--.. WADE nn� I .-..,ti._.�m .pE J — I uume �� j I L I memo no.FOOTING J �oowwl momrol ev.COW.FON WALL KEYED TO FOOTING ••. • • 7` r'�'F' O7 DETAIL AT COLUMN • w •• •r• • • •. - M sca E'y4' t4 b } J O FOUNDATION ELEVATION-SOUTH WALL —' •,.• • • • • i 4 SCALE1/4"=10 ti CC • • • • • • A.ou • _ _ 0 CO ON COMPACTED _ •••••••••.• GRADE AT CQ N •• • • • NJ APRON SMALL BE • • . fg* SET AT 91'-1' iv., iGc - fv „. W • • • - • �. • • • 1 • • • • • �T.o.FOHvea enoNo5 Q .. •••.••- • ✓. ��l� • •_a • • • •,. \ �1�\�. • _ r EAST WALL BE.«ro.� r,A�.w: rro.�,w: g 2 N m •!• ♦: coH ems.\ us•v.15Ar wu,Aa r T.o PDHnv. 1 I PC m -i • O I\I • 'f 54 �" 1 moan r � L O `'�'� wv O♦ ..onus m.1°7,,o N A/. �.. ao.FOOTING C.O.leray - - • --.. ... I. �p WC,. vox aytDs DID•AvAY O6 SCALE I/4'=1'1Y FOUNDATION WALL 5 DETAIL AT APRON O FOUNDATION ELEVATION-WEST WALL - SCALE 3/4'=1'-0' I 1 ! 1 O SCALE:3/4'=1',0' I I 1 I d macr we • SO IOW m.a Gm,,,, Iro t lea Ia sum m�, T.D. to.SLAB enG.m Ar"". wmoN.Of 1 I 'j IV, uI ...TOM v,.wN..v. Hoe ^nr.3 p .T I I r rnm FOUNDATION 1 O rN.ATAPRONTI— 1— 1 I._ .....f .. ► 91.moE®a ELEVATIONS tY'' T' -- " and DETAILS . I I r .y .eFOo,wGm.vm.a1 ' -'p`1• MARK A. G� v.o.FOOTING o.>m+a1 . q CIVIL ` M N g�,I CONST.DOC'S. �* ��%) ® ANCHORING PLAN__ r O FOUNDATION ELEVATION EAST WAL ►'s4`i1 •' ,3/�G//y SCALE:114"=10' SCALE:114".1,0' S/ONE S— 1 .2 • • Nn "LW E': ;. • • • MAY ENGNEFYM; _ _ �N41.MIAWGIiEQp5.9Ep']IMG- -un.t Lk wa*alrixwt _ -I _ _ of , .. � DID ® © ® © 6_�___Jo ry••"+-••• ... 0p...F ,wp.ipow, Uj coNrwucus N.aow _J nwmrr wsn Q �a N U 11IU ftuliI11i1Ill 0 Ot9Ca a g m �oN ® d J Z W s ac _ Z a a m Fe pp — O oa ow x m n 1 no 2 [a � III i�i'IIJII 1 I o� 011 _ ' I F L 1011111! .,,O' I '11111 : . 1UHOi000III I A 555 CI \ II@,.` MRCP PUTS. 5 ..... md - o-4 mx _ 1- _ _ _I- - -I 1 ! 1 -I] 1 I 1 , ® FRAMING .x x � N .Fu..F�, o1 .<� ® 1 .d ® .F o 10 PLAN ,�n. s 111ERAWALL TARS /4) MARK A. ,:,,,, "°xo`°°°w,� McKEWZIE E"�L. .� CIVIL `^r CONST.DOC'S. I No ••8 /® ROOF FRAMING --= 0 2nd FLOOR FRAMING_ — -, ,��''' '' s' ``` 3/(• _ LED C SCALE:1/4'=1'aT SCALE:114'=1'-0' - - `.. __ . / = NORTH �J� I .3 - • • • • • • sty it;_ 4'. El #V 1 I u ",raerz'+ _ - E THIRD M n,.vr.av•M 774.117.0914 COLIAR1TS IN TOP TMOT.CD TAM L,a • Oia. �r rwrsY.Y,ENZE • , EEiGNEEAFN��G \� u`ra=d 9 �r HiaoEILIMM AT 70 OD.XDRIDCANE CDR EACH MAMA CO u ro . T ' MAW mIt .45 OA.D„rON-NORTH WN. rT 1 wu mrmmn am an L J GARAGE „OFM1' —1— SECTION iARK A. w3:UN i M _ O McKENZIE '_"Eti. ;E,1 i L yh CONST.DOCs OPARTIAL SECTION e '` ! '� ' SCALE 1(C°1'-0' I �."^S�S G J� i ONAL EN__; S- 1 .4 - • i 0. • • • 9. ;....::''''llp-,.1....Li:v:y.,.;1-': • Ax1 amexuurrs YNEE M VIGR EEF:W: • I ALL F7.111114G MEMBERS SMALL BE PT LA.. . I WITHIN THE TOP THAD OP'MIAOW PAPP 14113 °¢Ire.v Mn ormmual;peii r.ap ri�p I. W ac�rolar4�.s .roTMY w ir. J Q erw,so r.,oy r-I* Lail rone.•v or ra.ros.w,E Nam; CPS '''''.)Z \ i • i hi I. I _ _ 7 r I. Iit u Q Q 2 el 0 CO 0 co -• I eA vevu,mx iNI 44RAIOMEI[I Musa --. ` e _ - e I waw.umonomr roaro ROCK Touroamea O eanvurius nT wAur�a' . w. ..rz o®vnu auw RAPPED I m.n kk GARAGE FOUNDATION OVERF ;one iwr,LASw�W III HOUSE FOUNDATION wwrl m. a ••u.ewo La— lrerr- _ � I-- _ 3M OF sm.mE / _ _ �' � PORCH J '. McKENZIE r�MARK A FRAMING PLANS . — I - 4 ss�ONAI ECG" CONST.DOGS (,\ PORCH ROOF FRAMING PLAN PORCH DECK FRAMING PLAN O PORCH FOUNDATION PLAN \ )(PART PLAN OF EXIST.HOUSE ROOF PLAN) �2 � O(PART PLAN OF EXIST.HOUSE PLAN) m�n� (PART PLAN OF EXIST.HOUSE FDN.) g LEo SCALE:1/1'=1'-0• �NOFTH C^_ I .� • • SCALE 1/4•=1'-0' � SCALE:1/4'=7'-0• J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION :✓' if Map °LIs Parcel Application # �(� �l ( C Health Division <<:() < -5 1- 9 7S i®- 9--!P Date Issued 0 .,{ D Conservation Division Application Fee Planning Dept. Permit Fee � ur Date Definitive Plan Approved by Planning Board P Historic - OKH Preservation/ Hyannis L Project Street Address &6Lcij &4 Gi 1ed1& Village 6►MS-114365 — Owner-PH/6,p tivtiot le' A)41 LL/Lr Address o 664 d1A)6. ' U4 , Vh/e115,:th Telephone ,5& % �db Permit Request r-R6 P 6 .kria 6o b,,V06 _ �B 56 Sl 1 IVY Itot. dat-Itipb- a,'A) `U6t,o446a Square feet: 1st floor: existing IW proposed PO 2nd floor: existing proposed Tota new Zoning District Flood Plain Groundwater Overlay Project Valuation /6t M' Construction Type Lot Size f Vim' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Lt7 Two Family ❑ Multi-Family(# units) Age of Existing Structure i78-1'(Y y1) Historic House: ❑Yes ®'No On Old King's Highway: ❑Yes nVKo Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing at new Half: existing / new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing Co new First Floor Room Count (P 411 0 Heat Type and Fuel: gZ as ❑ Oil ❑ Electric ❑ Other c=a_ Central Air: G 4es ❑ No Fireplaces: Existing / New Existing wood/coal sto` : Yes C No Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existing cal new size_ Attached garage: Ga'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: c Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ °O cn s rn Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use A ,,1 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (41 Lt.� v tt& itlt56NiquiCb Telephone Number Sad AR g,?3 Address o?v.) LGr 11-6. O1 - License # 3 I I tY 1k ; 026, 5b Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 44005 i4 btu X d yth b- — Ft 14/3 a-- SIGNATURE C.ko_ezkaiiet DATE d© `" T /O 1 FOR OFFICIAL USE ONLY APPLICATION# 1 ''•DATE ISSUED ,S;_;:":...D L. .MAP/PARCEL:NO.:, .ADDRESS ' VILLAGE ! OWNER H. DATE OF INSPECTION: nrFOUNDATIOUr FRAME . . INSULATION.!1.-'3:TiON '• 7 FIREPLACE ELECTRICAL: ROUGH FINAL •, PLUMBING: ROUGH FINAL 9 ROUGH Wt.;.Pc t7:5 FINAL :Fat, ,DATE CLOSED OUT ASSOCIATION PLAN NO. .• • . , Town of Barnstable - , ��� ,fr _ Regri atory Services t- a�tu�s-rAst5 ; Thomas F. Geller, Director \ ,� BriiLding Division \ED µAt Torn Perry, B finding Commissioner 200 Main Street_Hyannis MA.02601 . .. . w w.town-barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 • HOMEOWNER LICENSE EXEMPTION ' Please Print /, /} CIOB L:OCAT1ON:: 20-) c £NCB a..4`°„LC.l i pa.,v 51,06,-- j . Apii- number street village • :PAWNER" �.//i it40 }ii� NA�[ £o` bV? SzS(E c6O7.7� i name �`1 homephopne)# work phone# CURRENT:MAIL-NGADDRESS:--!/�+ „,ie (144,6_ I /�S�� G> ci--- • • -.BA1 ,Sy $Lg l 4----- a city/town state rip code 1 current crent 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_ . DEFTh'I I IDN 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 borne in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building. Othcial on a foam acceptable to die 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/sbc understands the Town of Barnstable Building Department - minimnm ' cction procedures and requirements and that be/she will comply with said procedures and re ' emen . . gnahirc_o _H. coven�, Approvalf Building Dt5cial ' Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to couiply with the State Building Code Section 127.0 Construction Control. - HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work far 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 exc.uiytion an unaware that they arc assuming the responsibilities of a supervisor(sec Appendix Q, Rules&Reg-illations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly • when the homeowner hires unliecnsed.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 responsibilitics, many communities require, as part of the permit application., that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certifreation for use in your community. / ;,, • Q:forms:homnczcmp t . YHE toil, Town of Barnstable .,.�!_ Regulatory Services I ARNSTASL.1, • - - Ra - Thomas F. Geiler,Director,�ib3P \� -&)kAA. Building Division Torn Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.to wn.b arnstab I e.ma.us eA Office: 508-862--403 8 Fax: 508-790-6230 Property 0-wrier Must Complete and Sign This Se ion If Using. A Builder I , as rwuer of the subject property hereby authorize to act on my behalf, in all matters relative to wurk authorized by this build' g permit application for: • - ''dress of Job) Signature of Owner Date Print Name If Property Owner is appl 'ng for permit please complete. the .• Homeowners License Ex-mption Foini on the reverse sr Q:FORMS:OWINERPERMISS1ON F.") 0_ 0 [ 6 D'S co a.3 t ,. # 0 COSCC7 I . o Town of Barnstable *Permit#- �fl�w fr iss e e Regulatory Services Expires 6 months Fee saxrvszns�E \9� ��� Thomas F.Geiler,Director Nato:. PR— BuildingDivision Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number o2q' Ti Property Address �( 6 eLe1,04. �'(,YC'.�,P., 17(-1.r�'LcrtQ.Z (,t°i it/t 6 (.5t3( residential Value of Work `+b 02.,? Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address (Ph ( 1, A p .e K a o (,-E (2n G eLri.tii2CLCLe i�cLrlit,PtC(.P• r F A Contractor's Name G 11 t 3a V(-\J 14 e; Telephone Number ,J, Or",?9 - a cP(jc, Home Improvement Contractor License#(if applicable) 16 Q ,re 14 Construction Supervisor's License#(if applicable) 5r,I `3 n ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor JUL �� 0 1 O ❑ I am the Homeowner omp TOWN OF BARNSTABLE I have Worker's Compensation Insurance Insurance Company Name t. tQY 1 14,flu (0 )4 (? f Workman's Comp.Policy# (t,(j C n q,6--Q a i)4 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors g Replacement Windows/doors/sliders.U-Value • 31 (maximum.44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is req ' SIGNATURE: C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files lContent Outlook\4STGU5Q0\EXPRESS.doc Revised 090809 06/29/2010 10:36 5083622700 PHIL&JUDY ARSENAULT PAGE 02/02 , : 'ob/e9/2010 09:29 5083945460 GECRGEDAVISINC PAGE 02/02 Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry,CDO Building Commissioner 200 Main Street, Hyannis,MA 02601 www,tOWn.b iriistible.ma.us Office: 50s_862..4038 tax: 508.790.6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �- •�+ ,as Owner of the subject property hereby authorize _ � ti, f ��� �'�, to act on my behalf, in all matters relative to work authorized by this building permit application fon (Ad ss of Job) &Signature of Owner (Date 57 f`S e Ptil t Name If property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. CAUse sldeco11ikVippAataltoral1MiaosofKrindoVvacffipersty Imam ZicA1ContritOugoolA4STGUSCIC ROS.doe 'Revised 090809 r• a_ Town of Barnstable . a! A3= F',/tr(.,z.',1761E � Regulatory Services y ; 52 Thomas F.Geller,Director snaxrnB�. t M^�� Building Division i639• �0 Ar f p MOP" Tom Perry,Building Commissioner _a 7 k 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMLT# c9()o(D ( C; FEE: $ al(9° p f?, SHED REGISTRATION 120 square feet or less • .o 6&CC N Location of shed(address) Village t i%LP < t 1dM 72.,/VAGGLU 86o� �O 3 Property owner's name Telephone number 1° X /2 d,2 ?7 -OS1 Size of Shed Map/Parcel# Signa e Date Hyapnis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) /� ' 3/3/l/‘ PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 i • N.J .tlrfi .., • .4 • - N , I. • • 0 / ' 1± 1 / / L ►JG0• Cbq •• ._Lle.4.Le. lt • 4 4, . . 3 ., . .0 ,.' I . , /4---..., 4 .., . . ., .. . -�- . - , ) ,y,:, t / , . . 40 ' ! .24• aura / • 4 l m. l►i�i 1 / Al ! '%) ---4? • i ' . -k../,. • q9 • • P.-. N�' N v J i i yt iociHE„ Town of Barnstable Permit# �l� • - Expires 6 months from issue date irr _. _ - _ -.. ••.. -:Rggul:atory Services .... _•Fee-.. . 3?1.3 '-- .__.. - sn_xNsrtiat� �� .. . M"�' m�' Thomas:F.Geiler,Director :e3s ", .. -':"'�"' '..Building Division- _ e • - -• ••-• --• •--Toni Perry, Building Commissioner • •- 200 Main Street,- Hyannis,MA 02601--.•• •• • rz � �� Office: 508-862-4038 . . . ...•. FHB.-.� 4.•.2005� - ..:::: • Fax:'S08-790-6230 • "EXP S : E1 T� 1 L1CA�LON = RESIDENTIAL I O� C3ARRISTAE�LE Not Valid without Red X-Press Imprint Map/parcel Number ac 9'2 -b 5 Prop Address 2 C9'6L'd 1 l7 1U — aeoZ97 ),� den)srA 10 Rif/Residential Value of Work 3 S Minimum fee of$25.00 for work under$6000.00 Address ff L A I. A-,Q.J6iwitaT--- Judi At /4,1'�fir,Owner s Name& ` f ' _ Y16 Contractor's Name c6 if Telephone Number SZ) 5 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) , ❑Workman's Compensation Insurance Check.one: 1' ❑ I am a sole proprietor • WC.am the Homeowner ■ I have Worker's Compensation-Insurance , • • Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) . --71/69) 447 Vi Re-roof(stripping old shingles) All construction debris will be taken to a,„46-Ev..4iii ""/ ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home ovement Contractors License is required. Signature?kir .6 - Q:Porms:exprntrg . Revise063004 ::' : s and lot numb d.97- 5;/ �� • ,c&I- l - aw _ .. ..w... Qy0THEtoffy number ...... . 7 p 7' d`` °� (.. • ` #-00SEPTIC SYSTEM MUST BE 1 BARNSTABLE, i House number 20 INSTALLED IN COMPUANC % r6 q. `0�° WITH TITLE 50 Mp'' TOWN OF B.A�R Z::4 a=NO BUILDING /INSPECTOR APPLICATION FOR PERMIT TO datfiS. Li&i A ' / rf . TYPE OF CONSTRUCTION /' ,) 55 2 C ® 02 ,) jE5' 1979 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ,t/� Location . ..9.q ' =T l—- — ,.-4 ?/ nAI51194 1" ' LA cet.phvq�€/IZ - T _ Proposed Use / S ..,...- 7.Z v�� Zoning District R. '/ Fire District '3 / P 644145- ' r/P ,� �,, / -S i Name of Owner ...��7!� ,...1�/.1t: .�,1��/.`,t�.t�� Address 5? ' "1�'�I�I.E�:0...��•`v.�� ,/l�j� 1 Name of Builder Dai ...0,e, .q'� � .1,G7:.(/11A/Address .. X.A.7" ...thth...6 i...a/gegthlht-- Name of Architect ..ti14 Address 5 . Number of Rooms 7 Foundation IDr" A, S@tm - /� LL '' ! ,� / 1 f Exterior ���.��sP � Gdl�, �ll.l,!/.�t.C,�3..Roofing 15.2•44.4.1 Floors ��f '/ � / Interior 4/L' T Heating � ...rii ,af b .146 Plumbing dopp 1/� Fireplace / Approximate Cost 5-5/ *eve) Lay /820 4 Definitive Plan Approved by Planning Board 19 . Area ti4.A.- 5 8 ,"�0 r� Diagram of Lot and Building with Dimensions Fee % ,`5'6 -- SUBJECT TO APPROVAL OF BOARD OF HEALTH �O/U D tikSi --) 9 IIr bArr -1 t , , iv- 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...�,. a �'��`��� .. t Ungerland, Peter , . , J • . . --.. t 1 9 . • No 2128 Permit for -i-Jagle...F.amily. Dwelling _ .. 20 Gelding' Circle , 1 i ..- • . _ Location ....Lat.-99 " • ..- . /-- . " - _- Barnstable ' /* • - - ...-• .- _ :„..„ . ,- • .,, ..- . Owner Peter Ungerlalact ' . , - - "•-" ,- .-.' , „ - ..-- 1' , -- . - : Type of Construction Frame .,--• ... ) . . , -- -- - . _. • .-i er. ... • , Plot - - Lot #99 , — # ..., - -i•- 1 --•I :: -- •. —,,, , ..-- -•• ,-1 1 /- -- Permit Gianted Ja.rluar.y -161 19 80', Date of Inspection 19 x .; • ; i - ,,..: ...- - ,- , I t , .. ..1 r* Date Completed (St.itr 14'1- 19 .- ,, , 1 . .. d., - cro - - - . . , in tu. : -1 PERMIT REFUSED . - 1i .... ... . , r , tr,t, ....0.„fiiiiit.." ,,_ ., . .•• i - • - .„ - . . .. . . ,-- , ., • , . . . . s ...Ai , . - . :. _ . ...- - ......., .. ; --.0 . . - . ow, :1 v.)....7.; .1.,:' .." ''' ' l'. .• . 0 4. a.. }... el. CO :: ,.• .o.' ,• . y a) • .., ..-.••• .1.4. to . -, ' ..- .1, .", " .......- . . ..- . ., . , •,, , 4 1' , .,. 'Approved - ,19 ,- , . . , 1 . ... - . : • ' -;:- . .•-- - • - ..- 1 , #•,_ • - ,- -- - , . _ f'.- _ •, • TOWN OF BARNSTABLE Permit No. • . 1 Building Inspector .:"era7 Cash QO OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Peter Ungeriand Address lot #99 20 Celcip :.rcle, varnstabler Wiring Inspector Inspection date f r✓/G>; Plumbing Inspector -. y Inspection date - Gas Inspector Inspection date Engineering Department - Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. - (441- •'-'01s-- 7 -L.._...._..._, 19_.__ ... Building Inspector • TOWN OF BARNSTABLE Permit No. , � I .�4� 1 Building Inspector -- -- "M Cash• -- — ,e,o °vol 6 OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address ;PI ding Circle, Bu e. Wiring Inspector Inspection date 47 Plumbing Inspector / Inspection date Gas Inspector 1 Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. A.ril.'L•{i;5 Cy/16,(JU _._......._....__._, 19_. _V Building Inspector r 1:5 SIGN UA,TA ,St Lk .L.. FA AtL`-( - "S =36DZooAA t..to GA.:1Z134.6-E bRI 4-1C, Sz. t t t_N-1 FL-CAA./ = 110 4 3 % 33o G.P. •, liEP'rIC TA-t1C = S30,. I5o % • 4-95 6..PD. USE- t 000 6a.L.. bISPosAL. _PIT - L)cE. lovo GAL. . r tctJ WALL AeFA _ lSo s.F. / r _ �� SP-r-r 2 3"7S G.P.D. '7r. PL,c 0 o 1 Mi vraEciir T'Olc/t AQE •l�T Gjd sr:. So St ". A I .c - 50 s.RD. TOTAL -t7ES16.4 = 425 G•pD• Lc,-r 619 6E1.Z>LIG O2Ga. ToTAt_ lc:)a1L>f FLo4(./ = 330 6F D. 'PEQGDLQTIOtJ O&M : I ILI 1,A4 1 kr 02 LE-SS. e : ' .y�irn anti � r` Oiz :'fYi3 .n ¢4.© A tAk... \1.7. - : li"'r -r .. q3 Tor l-yo c.00.o n\\ . \�///\. A \ / r Q''�1 u� 12 LOAM P.ae I ,, + I o0o I JV SOBSOI ► 4'PPb MKT. iuv. G.O.L. q1,2 `.• 2."'Z ,-- �X yl.o SePnc Io ''• j _ IbIIV f TANtK .s— ---a 9o.d ODO Iwo t►N. �,, . GAL. 90,4 908 L H A' Ader r,T ..: (_ • Wirt4 •' WAfMED i srouE. 64•4 - itci h_4.0. _,,,i 1,../..2. C.EeTtF1ED pi-Ur PL.4J PgZpF-1 L� LcCA.T1 o-J ',rA 8t 12. GI;.'9' uo Sco.L --- � fir'• CAL 1 I I. Sc; PATE I '�i Igo kloWr . LGtZTII= Tt-lAT TI- E -OV►JbAT1011 Staow►J Pt_At\J RGr--E-R.Et.iCE •t z.c t_a1-1 cCW\PL,.(S V./►Tt-i 11-� 5I DE t_t►-ate II 4WDSET1,ncte, Vc-C�}UII:EME1.1Ty OG T►-4' LOT 99 -ro kikiLi Otf= 3Afaa5 Alt- • PL, "I' lz 22D pci, . rj j vA-rc l i 9 leo Q C 0 BQ)CTEtZ. 4. Li-(a- it-tC. RCGIS rtJe. LAW 5u21/4.r`\(oes THIS PLAt-1 .I; LIOT P✓ASCO 064 A6.1 oSTEzVtLt..G 0 MASy. 11.Icreu.ktAC=W i riot_./l'c\{ .4• TNL oc•c r-r,, i1-104LD APPLI C_At--.I-1- '7 t•br a. _ u ;cr, rL, t�l�IC:.ZMl►4t:_ LOT t_11-ta.-.; - - t'f-Er--. UfJe,e121-A1Jr..) Ij C> -SlGh.1 T .Q\TA • ta0 C-,Att;KAt. C.rz1+ JD�Q. _ _ Ildt`Lj P-Low = I tb 43 - 330 6.P.iD. _ -`�-1 o c1Q `�t -I c ATAL A+,1C = 330,S. (So % • 495 6.F• 99 # yJ US - 1 000 6A.�. s $4. U f " 4 / 4/a ' ! ,. SPOzI IP (..„,se, l� '� GAL. te `' t _�tc/ALL Atz = lD S.P. ^ • G IG� SP- ,c 2.5 • 3S C .P.D. I \ � - � I ") 8aT->-Oi(/l QQA G E Gj SF:. I + A / �N/ i w Ts-i TOTAL T7ESIGIJ = .425 !9•P.r.-)• ToTA t_ -G .t 1_2,( Ft�w = 330 6.PD. � j/ 4�J_ it _ -+� • \\O or)vl✓rlci�t_&�loLl QeTE : �"its 2hcl u a2 LJESS. / . •� . 7 4- . .-LI.);kiL... iIGG.. .�.. , , . _ • • \„1 j \•\\. \ \( . , ,1 t t• -., Tor rw0 %i oo.a.r sT i1 /Iq/-79 G' K 1-�OL r • ter. /vim' •./ 4. 77T '_cl tr 4'Pio4 I o toy. • 5✓h;:r1IL 4� Z71Sf IW GAL. 9L . fox q c 9 S�nC t o 6.. •L,f 1 INV. TANK ..s- - G.A.L. 9G.o 'It..Z I - — P .N IT :.' Ma' • s v../ r�-U .; WAS1.11&D SToe4E. el, 'all �s{I Ilr?�- CEEC_TtF1CD PLbT PL 4.L1 _ PrZ OP t L_ _ L(DUI.T I O) .1 -Pidd.,:fir/, .,,.:-_. L ✓::. O s..IO SG!2ay. - CAL 111- 0 ' A.Tt I•Jf�, �i;. 1- ,Cr — 1 kbif it4y-e:-,• ... 1,,F7rJG'I. i 1> 1 C G I Z T t t= / T I-(A T THE F-0 0 n" L A. t 1(.) N S U0%ki J pi_ A IJ1 R i-c=a.V..E►.1 Ca 4-1E.►:L-•ni...1 Gc 1pL`!S vJ I1'I4 TI-4 5I DE LI I-�E- , Ci (1 utCEAAE►-1TS of -r►-it. ' ,— ,- �WLJ O� - ' - 7 �F J ram.. Z 60 1 6-' SS r)A.TG \ _ 5 ?< L )L, ,,fl (L., 'S C k ` t 1Y ItJG __Y__-�U Q/S, ATCtic. �. C IZCGtS r Z D LA,1-tD )"u 1otz.S "f t-1l` n t_A►-1 1%/ LJOT L' AE'n ot•3 AN OSTE0_VtL.l-G c) M,s•SS. ttJ5fC'J'-At=t,1; rv; \it_'t* x TI4(1 L-Ft ;r_7`, 61.4'wt1D /WV-)t_t <_AI-JT T LI U Ca,t'_ a 1-e T v l i r.-_l Ca(_,u t�J L= LcrY- t_t IJ�.� I-E. :..G. t\:i,.G--(• ' •-- • II o' s e -` ? ' 48'± / -• . ',: +TF,{ . • 1 T4►4 iC. q `� PrzoP pn ,, q\o't 1--24' O Arz a�A \ . ^i1N ~N 1 • /', q ' no 43, 643 s.F 0 No wo do f — - <_ SGAL C - SO . . , • .. • , • bra' ' ' ' " ' . I II . (--1.-N• , 1 , IMP _ ) 4, 11 , 1\1 • `•-i' ...1 - 11 . RAILROAD ."-----k I P. 1-1' 1 N • • i r o 1 )."'''------'-----'1 5' LP --/ 1---1-0;UI: v>. ,1) i_.0 T .,1 1 43, 843 +/- SF, • i I . E - 1 1 EXISTING ,‘‘' ... "---- ---..... , cti i 1 PATIO PROPOSED \ 1 g g i u I r5X20 -- GAR ' . PORCH 1 .il ii l I ,...._.---54'+1- ------- 44v. ,,.__ -----49•./.. .___ GELDING .. , . CIRCLE #20 • ..n O k• E.J• ; 1..., -.:' ' • )q Po ) . ' • 11 / .., '..\\11.\.N........_.,..„.„. 1 CI \..------51''/- ---I--•-•..„,_,..__,_....1 -- 4 -'•-, \/ —7— 1 .,. '1( -?'-'-- • ' i .— V-.c..., , 1 N 0 , —94 4,.......z -'''r ""--—--./,... '.` 7 • , t.,---r------- , N , \ • . . • .-- •-• ., ""---•-••, --., , • r:,, - LI \ ..., , .. _.... —..............., ,, . . - . 1 _,— -. / • ''..,..- „, / ' /:, : , ii . . -- ii —,, ' • ' cr- q 1 (;;; c3-' /1 / 1 I:31 •' / !fl / 4„. .,t.l. / „.,..,//,,,k) . P I / .., 11 i, , III • el , t. .„ ...., ...!. '' -:::::./:-AL.-:.:164 \ . 1 '40.•-',..,, ,--72(.3. •• . 1 . II •. \%,, .,,,• —P-ii)OPOSED _ ./. .;"''''N./c .. .., -, • -`_•_,...),1•..,1... •,...<4,,,.. AU...,.. :i•• / / /1,1.) 4..\ -.....*.... 4tb .,/ 11 — , . 11 ___ __......—___:::,.. ,.,...?,t,......,,..- „..-• 7 • .... _ .. --............--- ,.. .. • .."7 . f . ....(}V7 - 7, . SEPTIC COMPONENT LOCATIONS• -;---—-----:"- -.....- ----7`,7 TAKEN FROM AS-BU I LT CARD. -,. --—— I ._... . •-----::—,...-• ___--— -1 . i . • g , 60_----00' --- • 1 — •9 r"W . gl 1 11 1 - i 11 ZONE : RF 1 ii • SETBACKS , ,,....0,•,, -.. • : tr'..---'',.. ,.. .... , • .: . . ,. ... . , . . . . . . '' • FRONT - 30• -:,',' ': . . - , . , m '01 SIDE - I5• 1 li REAR - 15• . • .. . . .. .. .... ., . . . „ ...,.... , i .THE DWELLING DEPICTED ON TH I S • 1 . te' PLAN WAS LOCATED ON THE, GROUND i PLOT PLAN I .SUR Y.,-- SY CI ON DEC. 19) 201 I AND BR/AN SMITH 20 GELDING CIRCLE MAP 297 PCL 51 EXISTS AS SHOWN AS OF THE DATE • • t ; li OF LOCAT ION. • 1. BARIVSTABLE t MA • • .. , gj SCALE: 1 -40' JAN, 4) 2012 I' PI TH I 5 PLAN IS FOR PLOT PLAN • If • R PURPOSES ONLY AND NOT FOR • . . EAGLE SURVEY I NG , I NC ,RECORDING., DEED DESCRIPTIONS _ . 923 Route 6A • OR ESTABLISHING PROPERTY LINES. i. :01'.--(-. . Yu ritoil t hpo r t, MA. 02675 • .41:..VIA1)4.P". (508) 362-8132 'd'' . r4iket0 (508) 432-5333 • - 1 P ' . d TI . 1.,, -!I S PLAN 1 S VO I D IF NOT STAMPED iv 4.::,..rl 7.;"*..ALI;;„7.20-it±lE,,;;;;;;;;;;11 a r 4 . . d . . i AND SIGNED IN RED 0 20 IV: 80 Pi !! PROJECT NO. 05-124PPta . 1 . .• . , . 61065114 op • fe k\ _31614 tkN(':(ie R - , . AuJ'.----' 1 '•, 4.- A is i" Fit © W ' • a i C oNcea a i C� T - 0 �c�;ifF r�� dray pa SFcj70 11 . 6 „lo. . � ?'v,,,inC E, i / o 4!► j ,,,,,, arr Ii N o o Z ra O f RAILROAD li „ 'Ay , r" t I--Tli \ 11 - Tin I \ \ g QC s s9e (af / LOCUS \---------1 X3 so>. �/o CAP HIGHWAY � _ ,LOT F 43. 843 +/— S. F. 3'0,,,• a i EXISTING —. ` 1PATIO i 1 j GAR I 1 I GEL D INS' I i i , .20 oIse i 0 (:). ,\ , \,..-.4 . o�� _ ii ro fit (Ni Afik4 ---.'"........7../: 1apox , —p .. . .. .._# _ - i .. �i a�...,t0,,, C, 1 ,tie' t D. e G4 a �pJ 5 -4• 3j R /t9. SEPTIC COMPONENT LOCAT1DNS "'' TAKEN FROM AS-AL!I L T CARD S0.00' S 83°47'25'W CPI / CONCRETE FOUNDATION LOCATED J ��/� BY SURVEY ON APRIL 18. 20/2. ZONE : RF- l q` �� • o� O4, SETBACKS : v,C\ ' i FRONT 30' �- �iY N SIDE - 15' ..S I REAR - 15' 16> . F �`�`�H OF MAff9c 1 ti THE DWELL I NG DEP I CTED ON TH/SFRANK '41. PLAN WAS LOCATED ON THE GROUND 8 WHITING N BY SURVEY ON DEC. Is. 2011 AND �0•29869 �o• � PLOT PLAN EXISTS AS SHOWN AS OF THE DATE f, iFFOi Tte sw BRIAN SMITH. 20 GELDING C/ROLE: MAP 297 PC/_ 51 ,i ¢ OF LOCATION. (� °'Qr i_4� BARNSTABLE. MA jZ3 /z SCALE: l --40' JAN. 4. 2012 THIS PLAN l S FOR PLOT PLAN �/ //� REVISED APRIL 18. 2012 . PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC :I. RECORDING. DEED DESCRIPTIONS say Route Eil OR FSTABI !SWING PROPERTY LINES, Yomouthpoit, A. 0207 ice'✓ � .fr �• (508) 362-6132 5 (508) 432-5333 THIS PLAN IS VOID /F NOT STAMPED AND SIGNED IN RED 0 20 40 80- ,�..,--, _"._ _ PROJECT NO. 05-124PP ai ,, J I .. .. �: , RTC (----1-NH,.____ -� 7___________ .., ______ 11 \ 1 1 1 RAILROAD � s :IA o 1 111 s c ;-1 k!. s� `r9e LOCUS %+, &/D-GAPS t4IGN6'dYLi �'F ,LOT 99, zQ� tl1 43. 843 +/_ S. F. o 1i , c EXISTING CI ' " 111 PATIO : CZ) GAR I No i 11 III \ . ::,z1,=., -,100 GEL I A p/_+� c4 rn #20 , .o N CIRCLE e' o0. / ..) F} M >NN- 7 74 J ilii v v d l� o.Aa i3 • 1I i a li ti . . ;114 P P--- 1 ' ii i8. SEPTIC COMPONENT LOCATIONS 1� TAKEN FROM AS-BUILT CARD. 1 1 60.00' 11 S 83Q47.25-W CONCRETE FOUNDATION LOCATED al BY SURVEY ON APRIL /B. 2012. 1 ZONE : RF- l SETBACKS : 1 FRONT - 30' SIDE - /5' REAR - 15' 11 �`N OF Algs ry'.. THE DWELLING DEPICTED ON THIS =. o''� (+'• \s PLAN WAS LOCATED ON THE GROUND -® � i N , Yr PLOT PLAN , BY SURVEY ON DEC. 19. 2011 AND 69 o' BRIAN SMITH. 20 GELDING CIRCLE. MAP 297PCL 51 1 EXISTS AS SHOWN AS OF THE DATE ''; �Ft�6Srtigt, O0. OF LOCATION. �s zrr�r�{ c �c� �- BARN�'TABLE. MA 5 SCALE: I "-40. JAN. 4. 2012 i THIS PLAN I FOR PLOT PLAN aIZ. /70/2.' REVISED APRIL /8. 2012 PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS R 923Route6A k OR FSTABLISHING PROPERTY LINES. > .. Yennuthport, WA. 275 j -1 �y (508) 362—E532 • (503) 432-5333 THIS PLAN IS VOID IF NOT STAMPED u AND SIGNED IN RED O 20 40 BO M PROJECT NO. 0 -124PP L 4' GENERAL NOTES: 32'1) POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES SHALL BE IN •ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS, • I f CD • 77 73 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY,GRADING, 8 8 8 8 CF FENCING,WALLS OR OTHER SITE INFORMATION. : , 1 F L. 1 L :......._._........................______.__......._____,...---- 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL i 8 ANSI/NSPI-TYPE 0 POOL-NON DIVING - I , 4' 6' - 12' 10' • POOL COMPLIES TO NSPI-5 . 40" ADDITIONAL NOTE �( - 7 4 8' 35'_4" DEEP �' - 16' DEEP IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY ' ACT IS REQUIRED: ' DRAIN COVERS ASME A112.19.8 2007 AT 3'-0"MIN APART 8 8 • AND 12'-7-3" • ENTRAPMENT AVOIDANCE MUST BE INSTALLED. • 4' • • CODE COMPLIANCE I A. MASSACHUSETTS l SF 5"SS - iil CF � 8 8 8 COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE CJ CJ 780 CMR(8th ED.) - CF-6"RADIUS CORNER FILLER(04211 x2) STEP STEP 6"R TOP ► 6"R TOP B. ELECTRICAL&PLUMBING 5 SS-5C AN STAIRGLE STAIR RFILLER PANEL(04120)06/04207) FILLER 8'STEEL STAIR FILLER BUILD �� THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING ' I BAR 1 201` AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO 3'�„ c TP,3LE, THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. ! TO\N °F$(aS1N' ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. I • 10' I 4'= I 6' L. 12' • 4'CONCRETE DECK _ COPING ' - i,/ BACKFILL WITH �. 3/8'0 BOLT: - ) CLEAN EARTH add( a Nuns Eq 17031302 7�7 THIS POOL CONFORMS TO CURRENT CUSTOMER SIGNATURE REQUIRED DATE .�1 � PANEL END FILE NUMBER: NON DI DIVING APSP/ANSUICC-520/I & ISPSC 2015 I CONCRETE III gfRAME BRACE STANDARDS FOR RESIDENTIAL I „,,� COLLAR Perimeter: 103'-3" NGROUND SWIMMING POOLS 1 • „��� (2500 pai) VINYL LINER e�t, HORIZONTAL ° _ DEALER ,�,, STAKE BRACE Surface Area: 541.00 SQ FT 33 Wade Rd. I m penal NAME: SHORELINE A7 a 0L ( Latham,NY 12110 ` POOLS CUSTOMER BRIAN SMITH Volume : =— 3 NAME: �� Dtar�axa ,: •�,• i . phn:518-786-1200 ..�.............•..• . DRAWN CSCOtt n/a -fax:518-786-0954 I—zW OVERDIGJ BY: IL • • • \-. N� OF r,4,16,6, i O� m�' �. _ • JAMES A. Alm JR. r s • JA61ES A.MARX,JR. 0)l¢ OWNER: F'f;M0 1 hood. my 074. 0) Brian Smith j 10 Mo+ to 1 r de ,t .� N0.36365 I doff -Pvinyt: o � G1STG�6O ���. 20 Gelding Cir. 3//3//0 • `�SSIoNAL��G' Barnstable, MA . aE�sai BugivaeMARXr 6365 1 • i��l : ,' ,�� ZONING DATA ; N ,----7,, PI ` !. ��" FLOOD ZONE DATA zo N. o �a_ .i ,0-, DISTRICT • RF-1 I n p=y'. THE LOCUS IS WITHIN FLOOD ZONE X AS CY 2- Cq MINIMUM FRONTAGE 20 SHOWN ON THE F.E.M.A. FLOOD INSURANCE MINIMUM AREA 43,560 S.F. • ';�o �� 1 '°-� 'u a i� , j RATE MAP, PANEL NUMBER 25001C0558J, I MINIMUM FRONT SETBACK .; 30' Z Eli I DATED JULY 16, 2014. m 0 � . 14 MINIMUM SIDE SETBACK 15' �, P _€ ` MINIMUM REAR SETS a x, ,&,,T,- ”-Nx•n-Wr- '114,Qtri2P---- -'- : i. ': r. _ ,#� MAP 297 .`' ,J rtad g�� o Q � LOT 32 a m o re �@';' el li'^' -.4—1g. 1 _ �. Z w LOCUS MAP 1" = 2000' MAP 297 .. NC4'11'12"W _ _ r — W a LOT 31 370.00' /—' 1 i.N� (� t N OFF lOT o o w ut U ogog a PROP. 16' X 32' POOL / �N`I m " MAP 297 •c�� , g CI, r N 0 x rn # Zra 6 z tl€ c co LOT 51 / ���, lEg LLJ O E'X DECK W�6,,,,, b� co il�� o 1.01± ACRES MAP 297 W�3`a`= � r- 1�- '� ^� LOB. 52 Zw gN �W � c cn 11////////A `� s r � �c�.A I _ �J®U"L /� • al, / Z w to g g g a Q `'� s s 4. f 7" s' / !AL,'"m w d 6 g- t-� CO MAP 29 7. . i - �` '�'�1 ,� � , S ,� A'Z" z Q �p LOT 64 � `. "- �� ' �u y ,._ W•iz 2§s M z f0 "-:.' :''' '3 L!4101' 'L �,."�+' ±' ` 7(; )JgfL-, :cie. , ram: �/ �"� °Vl N HT R C rt g..6* _ II' IA N5.9 kart gE a * .t.. K. x �%._. - ...- ,i. \� a "I s4' erV a i au g �� a a 2B 4 , ! k`/ �. z, 0. J J �1. PROP. 30 X 30 ADDITION -6,, _ � ► r �� ► m m . A �C��a"":' r� A z z MAP 29 7 `s3J?06:?6,, v- �, a►►�1°�s t ;z��®��® Q o x m LOT '50 �S2, w� _I o !y . �- B cn f a. • • L-110 I HEREBY CERTIFY THAT THE LOCATIONS v a m v SHOWN HEREON ARE THE RESULT OF AN __I ix = .Sp v ACTUAL INSTRUMENT SURVEY CONDUCTED BY 0- GRAPHIC SCALE G.A.F. ENGINEERING, INC. APRIL 11, 2016. z z ES SCALE 1" = 30' GELDING ( 0 .0 _ 30 60 120 `4... C liR CLE `\ (' . 4 l( 3 I ( co 0 N ROBERT A. BRAMAN, JR., PLS#45850 DWG. 1 OF H:\GAF DRAWNGS\2016 DRANiNGS\16-8721(BRIAN S CH)\8721\dwg\8121.dwg J