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0025 RACHEL CARSON LANE
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Permit NO. B-20-1203 Applicant Name: STEVEN SENNA SWIMMING POOL&SPA DESIGN Approvals Date Issued: 06/22/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 12/22/2020 Foundation: Location: 25 RACHEL CARSON LANE,CENTERVILLE Map/Lot 190-204 Zoning District: RC Sheathing: Owner on Record: UHLMAN, MELISSA M , i Contractor"Name:--,STEVEN SENNA SWIMMING POOL Framing: 1 &,SPA DESIGN Address: 86 BRALEYJENKINS ROAD 2 CENTERVILLE, MA 02632 - ..---Contractor License: 172668 Chimney: Description: construction of 16x32x8 steel wall vinyl lined pool inground.Yard Est. Project Cost: $30,000.00 will be fenced off by 6'stockade fence. Self latching,self closing Permit Fee: $ 175.00 Insulation: gate equipped with door alarms. I Fee Paid. $ 175.00 Final; Project Review Req: Dater 6/22/2020 Plumbing/Gas j I Rough Plumbing: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aftep4MR&.Oicial All work authorized by this permit shall conform to the approved application and therapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. fix' --m----- - - �' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: �` Service: 1.Foundation or Footing .fA 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the 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 Parcel BUILDING DEPT. Application #, — o Health Division MAY 11 2020 Date Issued Conservation Division TOWN OF gARNSTABLE Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board N AZD Historic - OKH _ Preservation/Hyannis Project Street Address?` RCAC, (A (S�\rSr;y-\ r6 Village ceo rvv I It Owner _ e I Address OV kC,� Cr-�,b Jq Telephone�0� v' �-36 S0116 Permit Request C. n. 5L'4--UL, J l - 1 a l G1� I Vin Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain 6//� Groundwater Overlay Project Valuation CR) Construction Type Y1 eW Lot Sized 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 Kin 's Highway: ❑Yes ❑ No 9 9 9 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including.baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameUC4U Telephone Number 7711 `�q Address t License # ` ,�A (S /V► h D I Home Improvement Contractor# 1-7�, Email A. DC, GrWorker's Compensation #SLUWL g61C Q 17 S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO K7 f- 5 o c nf) (,5 alcoi SIGNATURE DATE Z��00 ' FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION 4 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH = FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r i ASSOCIATION PLAN NO. t T Town of Barnstable , 0 Regulatory. Services w asitxe•riztrr. s .. 9 MASS g Richard V.Scab,Director 16.39. n . Building Division Tom Perry,Budding Commissioner 200 Main Street,Hyannis,MA 0260E www.towmbarnstable.ma.us . Office: 508-862-4038 t Fax: 508-790-6230 w Property Owner Must complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorizeS WIAWLO oill r to act on my behalf, , in all matters relative to work authorized by this building permit application for. rfli_San (Address of Job) ""Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilize&before fence is installed and all final ' pections e performed and accep d.. knatom/ o r " Si tore of plicant V G Print ame Print Name Z�o w 4 Date Q FORMS:OWMERMISSioMoors } 17m Conzwomvealth of-Vassachuxetfs Deperhrtevit crf cud—ass&id Acddaz.fs O,Fte afInvestig:zdem ' 600 Washington Street Baston,MA 02111 wive:massgovldin '"rarkers' Campensat nnTnsurance Affidavit:Bgildex-s/ContcactorsJElectr cians!Plumbers Applicant Eiformat Qn Please Priut Le��bly Name(Busiqes&'Om u&&MmIY7 (n r Davv Address:_XL Z_-P A-FOA SC: C2 Citg{St ateli= V phone Area an imployerVE6ecktheappropriatebom Type of project(rehired). ' I_[9 I am a employer 4. ❑I am a general contractor and I P o3`er v 'save hired the sub-contcartors .6- ❑New constluctiaa employees(full andlor pact-time)-* 2,❑ lama sole proprietor or partnerr- listed on the attached sheet. I ❑Remodeling ship and have no smplayees These sub-confractors have g- ❑Demolifibn wad-ing for me in any capacity. employees and have workers' 9- ❑Builcitng addiction [No woricers'comp.insurance comp-msurance.I required-] 5. ❑ We arc a corporaiim and its 7 10.❑Electrical repairs or a,d&tiom 3_❑ I am a Dmeouner doing all work officers have exercised their 11.❑Plumbingrepais or additions myself- o workers t of exemption per MGL � � '�F- 12.❑Roafr insurance required j i c.15Z, §1(4k and we have no 1 employees_(No workers' 13-❑Other camp-insurance required.j Agy appicmaff=tcbedkstwx rlmust aLSo fi1louEthe secBoaheTow inn d�awo�cets'compersatinaporieyin��su� fiamevaruers who submit[h1S Sl da4u in n l$ey 8IL{loi>�SIE Wit and th ea hire outside CDIIt 9CtOZ5 most samit a new affidavit i"in such fCauhaciais$gatcheckirisd}oocmustaRteche�asadditiaasishod s'hotcmgthenazaeofthgsnh-c sand stale whether or not1hose emddnb.wa emplayees.Ifthesnbt t®ctmhaveemptoyLLe%they=Lstpm4idetheir aarkr3 vmg.paliqnmaber- I am an eutployar fleaf is prmsiriirlg workers'Cott perlsru`irxtt i�ts�irrrrfca�or�;}*eatplaS�ees $eTnav is flte policy arm job site _ ~ information. # Durance CompanyName: L"'A Policy or pelf ins.Lic_ t- "I y��� 1 F-kpisation Date: Job Site Addre I� �GcC1�C, .t:f ,� _ CitylSta#eJ7.tg: Attach a copy of the workers'coanpensationpolkc declaration page-(showing the policy number and expiration date). Failure to secum coverage as required under.Section 25A of MGL c 152 can lead to the imposition of criminal penslties.of a fine up to SU0D 00 andlor one-year imprisonment,as well as civil penaltiesin the farm of a STOP WORK ORDER and a fine of up to MO-00 a day against the violator. Be a&rised that'copy of this statement maybe f awarded to the Office of Irrve, gations the DIA for insurance coverage y,-erifICah n 1 do here&y c under the s and penahmies ofper,fury diatthir i farmfft&irprovvW abmre is hwe mid carrect Si�ature: -7(] Bate: Piiane� � d"l �,7'tc�-�` � '1 - - QaFcial use only: Do not wFrlte in thb area,&be cmnpleted by city ortown official City or TGmn: PerudtUcense# Issuing rluthordy(orcIe one): 1.Board of Health 2.Building Department 3.Cliy{Towa Clerk 4.Electrical Inspector S.Plumbing tor' 6.Other. Contact Person: Plane 9: MORTGAGE INSPECTION PLAN LOCATION: 2S RACHEL CARSONLANESrON CITY,STATE: CENTERVILLE,MA 3'RVEY, 1NC. APPLICANT: MELISSA UIILMAN CERTIFIEDTO: SAGEBANK PAWX2W= SCALE: 10=3& cJta�earnwht bN drat► PREPARED: FEB.10,2016 WWW808ToN8URV8YIN cQm Z LOT 46 21,9948 +t � boo shed T story € Q- x L 50 FLOOD DETERMINATIPgRgN �i ltoPr�►= K-kVmKWApWxgm a DEED/REF: 11087-18I �ompertyfau6tataeesdmisruadan PLANRBF: 272-58 IOF ZONE: COMMU�NITY PANEL NoZ �1Cf� `� , r++sboay.,,..sro�toewpdreouurleprinaed amp EFFE-CTIVEDATE: — 7benermanuNruuttaree.ro TSep d+envaaata�medm the� te�aeitnquira 9�ontedoaeee{raerlaahetrn. ofr�Mw/meirtgardingmrs&r elkctu the ditteeleoasbraleq orre IRaor Meldee wforccmerttaniao under V M.QL.Wile VILChWtv4ft SerFoa7,aadtGofaroroorrtodehmedgof�jOrimFmret�stuteilhrt Y sfFropmly 51a�#t! !inns aetprasskam®ddokdlweoa. Thtt is Wore 6enndiry ar tuk Ixiweneourroy,77uspGa alw1J ad 6e uud kreeptrroethrn,rKada�purpertt or serNhedee of A+�Y l►err Quo(.'C01has,PLS • VAR _ — ppT 2 SIGNALING oolg�ard® CONNECTING DOORALARMTOSENSORSWITCHES MODEL Q, WIRES COMING FROM THE DOOR ALARM MEETS UL 2017 OR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR READ THE DOOR ALARM MANUAL FOP INSTALLATION ON ONE DOOR FIR SENS CONNECT BOTH SENSOR W P FRAME. THEN USE THE SUPPLIED — — — — — — — --- THE O P ALARM. SENSOR SWITCH ` THE SCREEN DOOR , p LISTED TO THE SENSOR TO SWITCH CONNECT TO T i @ I DOOR ALARM JUMPER WIRES THE TWO SENSORS SHOULD BE HOOKED UP IN I SENSOR ^� (SEE DIAGRAM BELOW). , SWITCH uard e PARELLEL WITH EACH OTHER. purl ^ '» THE NET MUST BE REMOVED BEFORERNSTA CATION SWITCHES&SENS — —' LED ME 13Y TURE IN MANUAL \ 0 PASSTHRO SWITCHES GO ON THE FRA ON THE DOOR TSELF— SEEP" DOOR srxlxa MAGNETS GO EGIUIPMENT NEEDFD MOUNTING SCREWS ND 4 SCREWS \ ` HORN A.ONE DOOR ALARM AND 2 WIRES, B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET A ` FOR DOOR FRAME&DOOR JUMPER .C.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET, sW Res "SAFETY BUOY" d r_ AND 4 SCREWS Figure ABOVE GROUND POOL YUARM _FOR SCREEN DOOR FRAME AND SCREEN DOOR. a IF YOU HAVE ANY QUES7lONS CALL US AT 1 800 242 7163 MAIN DOOR 85dF!at TO feet IN GROUND POOL ALARM SCREEN DOOR sENSOa DOOR ALARM The horn Is SENSOR SWITCH WITH REMOTE RECEIVER SWITCH p a o ■ • ■ o y PD1g�� , z O PASS TTH CHU . R I aid in the detection of unv •" w oc a roduct has been erv�ed areas• POOLGUARD DAFT' w m Tnt intrusions into unsup AND NOT A LIFE SAVING DE V' ,Z„ m vA HORN ALARM SYSTEM equipment currentl' SAFETY A d In conjunction with the sacedures. use r 0 Poolguard's should should existing safety P Family OI Products t 3VVIRFS f and should not affect GATE ALARM WIRES Helps Protct Your Family �W.poolguard.Com SWIRE Figure 5 Gf r 1 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, 1098s'ac�husetts 02118 Home Improvement Contractor Registration Type: Individual Registration: 172668 STEVEN SENNA Expiration: 07/16/2020 D/B/A SWIMMING POOL&SPA DESIGN + �' 87 ENTERPRISES RD P. HYANNIS,MA 02601 µ'� , Update Address and Return Card. SCA 1 d1 20M-005/177j Vote (�ammxootLlsC�/�1L o�6%UGILOOCLc�tlt6et�2 ' .. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYFrP:Individuai i before the expiration date. If found return to: R istr &X Expiration Office of Consumer Affairs and Business Regulation q 7268E, 07/16/2020 i 1000 Washington Street-Suite 710 STEVEN SENtV' f, Boston,MA 02118 D/B/A SW IMMIN3G _00` 'S A DESIGN i STEVEN SENNA'+ 87 ENTERPRISES 10 .* HYANNIS,MA o2601 Undersecretary Not valid without signature f AC 01/27120 ' 0mmpn M 1.5 AS R tF l - 'E#i�t PI t0.' l OLMR'faS it'd DES NOT �OR UMMMY A o8 �Ai.'m rm coust4m flY Tm jscu{u f TM >t�AIST�riTfB A QQKM=r 8MV=rfmcluIrpMN TM MSM INLO P)t AM #ca#,er�a�sudecvtg�rraxssG�frS% � seart�staat A'�a�amat>to>a1l�ist:e>�daegrn�can� �$ta C�9 ftolder�l�tt>�t;ttcitetalcs� sruega S added 1= mtokm M39 URM1 34 main t • # 8? 2 $ 7TI-Q643 West kr M 0,26-3 t .aam Ste` ss- SUEDOMgm POCT"-bpi ag.gmw s r: C;Q1�E3Jampt { '�}!S 'I�DF?�F�PtiPAP8� 38H:CMidiAdES$�t3S�TD'iF��EIfi}�TAgQ>�f�R�IE#�.iCYP ? ItVOt[.ATSZ MlffH��AV BMWt�t1RL"Ott�ttiDNflFAflkllL�DiFRAC�ORCRI�it 9�Ef"1t�i�5F�'#'iDVutil6hl"t111s CEMCATE AWAY EE ISSLiH'!OR MAY PEwm.7,P_wamkwcE AFF=w SYTkE Pmj=G 18 1 NEFEW 6 SI,B=TO ALL THE T'I . �4FSLf1� P .LRMS �ftAY#fFtrdESE� 8YPAIGCdA�IVIg 3 E�:PS2B 8 0 01/27/20 `warm aCcuted+u $ 2 Q fl fALS)�RaLI.198837Y • Clklli�4"c a l3CCttS � tA~u t7¢� �s �Q OQt� [iH�1�ALAf3GAi:QRi$ S 3'092.02Q �Pi A�iti GA LUTADPUESFflit PAQOtIG£S-CDMt+(OP+ABS S {}4{1 DIY{} Mu= L= avr"OOMStWaNts!sr womr-a —Mom AWAUM { i IYStItiRY{ParP9 S is 4 t1E13�.[$Fdl19 �R j ! j sAC6GQCfl�E t S 3 SOWf~ M9tu Z=75 1/27120 s 01/27/21 mp wanrnr rur tstt .. a C S 'D4 aL3II { �AlYftfidH� ill t 5 -saw $ 2:00 00D Ll Onc cP aicc{aisr Evsec =wwAademmt Mao*"**os"ap,01*1" s�v za s SLYAM TO BE MVEM tIMsR sm VORMS BUROMIM t� t i7EiCA, 01.42ER � - StiOEtLD'A�1'f�''i� Tmmmm �QF3CI<�S 9E�At�ICEi-i.lzfl97:FflRE WE a7ERtC7SiNk1K NQTI WP.L 3aEVFRSA a A ' 1 C IIVJUutt IVL'%va rtV {g �iAGQ�GQFEPLTRATtCY{+t Atl rtgtjta sertStd. Pima Nae phmm ACaRD2fi��a1� TT�ACC�3»�d�aees +� +�? w ,71f � _ J j 1 i , t� i i IN ACCORDANCE WITH ANSI/APSP/ICC 5 2011,THE M o INSTALLER IS RESPONSIBLE FOR PLACING ONE SKIMMER $ FOR EVERY 800 SQUARE FEET OF SURFACE AREA AND ONE R�1'uI�N RETURN FOR EVERY 300 SQUARE FEET OF SURFACE AREA. ry SKIMMER 8' 4' RETURN 2'Rx3'2" a I 2'Rx3'2" I• 4 I I 51 ------------z ' i I : 1 ROPE 2 r n�N 8 ib 8 I -� SAFETY 2 Rx3 2" LIGHT I = AND FLOAT 8 Ste Option 1 51 f � p p . - -------------- I - 41 RETURN 4� 2-Rx31211 i 1 i - 2 2'Rx3'2" 2'Rx3'2" 81 41 8' 8' 'RETURN i y: i 1 �L 2- ---------------- ---------T----T_---------_- ------.------------ 3'-4" bu WATERLINE J -- 3,-4" 8' }— --- -- --------—------- ---------------- 3'2'--------- 2'Rx 4,-8„ �. �8 StepOptlon 2 . RETURN ICC 4' I-- 6' ____I--- 14 8 a 32' 7 I CERT#ESR-2782ALWAYS ' :at ...: RECTANGLE-2FT RAD 16-0 X 32-0 ,_gtATIER P� DIVING/SLIDING EQUIPMENT SHALL BIS LATHAM S TE E L C DESIGNED FOR SWIMMING POOLS AN17 ." (� SHALL BE,INSTALLED IN AccoR ANCG$ y 42" STEEL PANELS PERIMETER: 93'-8" VOLUME(US Gal): 16700 WITH THE DIVING/SLIDING 6QUIPMONf' PWG#: MANUFACTURERS SFECIFICATION41 a. SURFACE(ftz): 509 VOLUME(Liters): 63200 rt PLEASE,coNTAcrTrle{DIVINQIBIING ,; , �y EQUIPMENT MANUF°AC%'UI�I�I (Q�"1 b 8 1JSRE24S1632-16 LINER'(ftz): 512 DATE: 1/1/2016 DSR: 149 dS TiHEIR9PEClf?ICl1771dN® Step Option,'3'. .. RE24S1632 COVER(ft=): 612 SCALE: 1/8" 1'-0"• MEETS DePTHA SHAPE MINIM STANDARD ANSI/APSP/I O- R 1 M C'TANGL•E-2FT RAD-PF SHEET: 1 OF.2 IN ACCORDANCE WITH ANSI/APSP/ICC-5 2011 THE , r INSTALLER IS RESPONSIBLE FOR PLACING ONE SKIMMER FOR EVERY 800 SQUARE � FEET OF SURFACE AREA AND ONE RETURN FOR EVERY 300 SQUARE FEET OF SURFACE AREA. 81 8 SKIMMER 8 4' RETURN ` 2'R02" 21Rx31211 ww 4' _ . 5 �------------T " . _ € " 3' 16' 8' 2 = i I'MrN. 8 I SAFETY ROPE 2'Rx3'2'1 LIGHT = I AND FLOAT B' Ste I I I p Option 1 5 -----------y__ 4' .._ = RETURN 2'RxTV 2'Rx3'2" 2'Rx3'2" 2' 8' 4' 8' 8 RETURN 3'-4° 6 WATERLINE?-- — 21 3,-4 8' - -------------------------------------------- 2'Rx3'211 4�_8u .8 Step:,.Optlon 2 .� N. �� ;„- g s , 2'611 RETURN ICC 4' �-- 6' 14' 8' E CERT#ESR-2782 �+ ALWAYS DIVING/SLIDING EQUIPMENT SHALL 84 ATHAM STEEL RECTANGLE-2FT RAD 16-0 X 32-0 e0T4ER POOL DESIGNED FOR SWIMMING POOLS AND n SHALL BE INSTALLED IN'ACCORD�AN00 { 42 STEEL PANELS PERIMETER. 93!_8° WITH THE DIVING/SLIDING;EQUIPMaNT gii VOLUME US Gal): 1 7 fzf� MANUFACTURER'S SPECIRICATiC1Nb G#: z SURFACE ftLEASE CONTA CT .. ( ) 509 VOLUME(Lite(Litrs): 63200 THE DIVINf�/rm411�INq a�y�r/J+, EQUIPMENT MANUFACTUN 314 PON, 2 8 USRE24S1632-16 LINER(ft2): 512 DATE: 1/1/2016 DSR: — 149 Feet First THEIR`SPECIPICATIONp. i Step OptlOn s - 'r ICI ro; RE24S 1632 COVER ft2: 1 MEETS DEPTH AND sH" ( ) 612 SCALE: " 1/8' =1'-0' • , STANDARD ANSI/APSP/ICO• 1 �kECTANGLE-2FT RAD r SHEET:: 1 OF 2 7 ,�sr9.- A •r � w.e., n n ' 2 128' nr -10- 3 to 5 14'-13/4" 4.to 8 „34'2" j -3 4 2 to 4 14-i 3 4" 3 to 6 33'-1 1l4" 5 to 6 28-0 " 3'-1 1/4" 2 to 5 16'-0 3 to 7 34'-2 5 to 7 30'-3/4" r " 32'-3" 2 to 6 32'-3" 3 08 32'-0 5 to 8 33'-1'1/4" Description to 6 161-01, 2 to 7 33',1 1/4" to 5 2'-10" e 6 to 7. 2'-10" Part number'to 7 14'-13/4" 2 to 8 . 0-314" 4 to 6 - 30'-3/4 6 to 8 sross000zX 8' to 8 2`-10" 3 to 4 2'-V 4 to 7 32-0 7 to 8, 12-0 8'SKIMMER " " ST0960002' ST09.60002i 8'RETURN ' 5' ST060000.1X ST0480001X 4' 64 ST0360000X 3 " MOO ST0300000X 2 6: I ST0240000r 2'LIGHT 1 a : ST0240000X 2, ;21? 4, r 4 4 ` CN0380241X Brame Brace 17- 181 181, 4l s IPC-STKPK25 REBAR STAKE 18"25PC 2: 2' 2 2 IPC-HDWSTRT150 BOLT STR 318-16X1"CM/NUT 150PC 2 2 2 2, ' ST6018B THKSHT STEP STR 6' 1, s 32, ST8024B' THKSHT STEP STR SIT N STEP 8' SSK-ST192S FE STEEL STEP STR-TRAD GN 3 TRD 1 ' 1 20 AF J�� wl 11 \\ I 00 A------------ I I i r I I I I I I I I I I I I I I O CID CV � I I � I A B C _ � D 4 _ 11 5 2 2-0"" 30-0 3- 111/2 340 16_1 112 30 0 2-0 16 1 1 32'-3/4" 2'-0" 14'-0" 34'-11 1/4" C q 34-11 1/4" 14'-0" 2'-0" 32'-3/4" 20° j 34'-0" 16'-1112" 2'-0" 30'-0 6 16'-11/2" 34'-0 30'-,0' 2'-0" 14'-0" 34'-111/4" 321-3 4" 1 2'-0" 2'-0" 32'-3/4" 34'-11 1/4" 1 14'-0" T u � � '�^"^� %,'f . ... , . n +a.m..�tlSr - ., - ° ' 2 to 3 2'-10" 3 to 5 14'-1 3/4" 4 to 8 34'-2" tom. , 0'-3/4" 2 to 4 14'-13 T, 3 to 6 33'-1 1/4" - 5 to 6 28'-0" - - 3'-1 1/4" ; 2 to 5 16'-0 3 to 7 _ 34'-2" :. 5 0 7 30'-3/4" . t "- - TO T 32'-3" 2 to 6 32'-3" 3 o 8 32'-0" 5 to 8 33'-1.1/4"x 6 16'-0" 2'to 7 .33'.1'1/4° 4 to 5: 2'-10" 6 to 7 2'-10 _ Part number 8escri lion .. F° 14'-13/4" 2 to 8 D-3/4"' 4 to 6 30'-3/4" 6 to 8- 14'-13/4" ST0960002X to 8 3 to 4 2'-0"- 4 to 7 32'-0" 7 to 8 12'-0 ST0960002' 8'RET " . ST0960002' URN 6 51 - ST0600001X ST0480001X 4' ST0360000X 3' , ST0300000X 2-6 " - �s ST0240000' 2'LIGHT 1 t ST0240000X 2 4 CN0380241X 2'Rx3'2 ,4 4 Brace Brace 17 18..1 18 1 , IPC 5 REBAR STAKE 18"25PC Z 2" 2 21, B -STKPKZ IPC-HDWSTRT150 BOLT STR 318-16XV CM NUT 15OPC 2 2' 2 2 ST6018B THKSHT STEP STR 6' 1. 1 32, ST8024B THKSHT STEP STR SIT N STEP 8' - 1 SSK-ST192ST� FE STEEL STEP STR-2 RAD CN 3 TRD 1 - 1 AF 2'011 ,• - g 2 \ 3 00 ------------ -" 00 I I I I i . � I I I I _ I - I I O I _ I ------------- 4 � I A B C D. 4 , ,, , ,, „ ► 6/ i 5 Z 2-0" 2'-0 -11 1641(2 30 0 � 2 0 16-1 1/2 34-0 D g 32'-3/4" + 2'-0" 14'0" , 34'-11 1(4" C q W-11 1/4" 14'-0" 2'-0" 32'-3/4" 2'0�� Cj 34'-0" 16'-1 112" 2'-0" 30'-01. 6 16-1 1/2" 34'-0" 1 30'0" 2,1.-0" �f 14'-0" 34'-11 1/4" 1 32'-314" QS 2-0 32-3/4 34-11 114 ATH' AW TH IC COLLECTION STEP fit' .•,� Coordinated Colors! r M - steps an s are available a . e a 4 4 to s spa n t n 4 . ° • : Straight oman 8' '8'Roman Curved Step R igh ' Available in Standard tax Available in Standard and Cantilever r - and Cantilever Tread Straight Sit`N Step Four Available in Standard and Cantilever f • .� ,'� "`� a STRAIGHT AND RADIUS MODELS Ladder teps Fl I �•^ ;. x u Corner Steps Guam I ..Sb •- F ^.F.��-.:+ .p ^^a ay • .. �� W _ ._ r ���+.,`m'^...,...._ � "vw+oa.'yu.:yuayvF i ram. ,.�. . .z A .v �, � _ � - � 6 Four-Tr ead French Curve Step F •.ruLL_ Y 3 F r,,• �s ^-,,.,. , , s • 4 Available in Standard and Cantilever ,,�` • ,V . , Corner Step _ Available in Cantilever Only x .. 2'In-Wall Ladder W _ Available n Cantilever Only ,8 , '• - s ��' Four Tread Straight t i, t r a, _± w 2'Radaus Inside'Com er Available Standard and Cantilever6' '3�. '] Available in Standard and Cantilever o Gathering erang Plac es ro4 .... . ,. v µa,. ..� .. , :.. �'llllrw3+N W'•r� ,r- -. - • ® �' "'� - u `KS a a •"' wov w- a r..p ,. u., � ;,>• _ n �s w y+4 • '""„�j.-. ._., _....;q,�,-.„,w.•.•,: ,.w . `,.,. Cm+ '� >" d »-`""-....._. - '- .- Nw '*•"+•h++. ' h ` .. ar K y .. +, .row ' „ „. Is: .,.,,_.. , '.,. r B`�•• ♦°p •^r,-_w. - �' r- ". a °+ w .. �r,a .: ,+♦t s ..�. a� ... y„ � �w."':"T^.+•a.•F ✓"_Ct. �f a I. � u .rpPP• . ° gy ' .- p M. -. ♦.+7 -..P...w„`•".w+. �'' _+...+.. g L�h? aiW�'y` r; 4 y'*i. i; I „' '. � .. i E .,�itiY"^I"'.:w�" *w... ^y. _ _„y' . '•M+w°•w�..w....,"'.. _ n"" r.. ' rv)p :.+..r'"""i+P. _ 5 r,r >. _ ,, '`� ,.: _, - Swim N Lounge •,•. / ... / r .; T � Available in Standardg ` I - I u ,� . - 6 vaila S ■ EC) LLLr— T _ t. and Cantilever , C ,1 �I O N' 10'Roman End Ste # P 8 Sunledge -.•„_ � 8 Step N Lounge Step Available in Standard and Cantilever Available in Standard and Cantilever .. f,;. Available in Standard and Cantilever THERMOPLASTIC STEPS SPECIFICATIONS THERMOPLASTIC STEP NAME Model Treads Height Cantileve White Grey Blue Features Of Our - S Gran ite Granite T In-Wall Ladder ST2002 3 42" X X X X Thermoplastic Steps STEP COLLECTION 2'In-Wall Ladder ST2003 3 48" X X X X 2'Radius Inside Corner Step ST0018B 3 42" X X X 1.Standard Latham Steps are 2'Radius Inside Corner Step ST0019B 3 42" X X X X molded from a solid sheet of 90'Inside Corner Step A STI015P 3 42" X X kX X coextruded Luran®*with an ABS • substrate resulting in a strong, 6'Swim'N Lounge* . ST6007B 42"148" X X one-piece design,that 6'Swim'N Lounge* ST6008B 42748" X X X will never delaminate,splinter, 6'StraightStep ST6018B 4 42" X X corrode,or puncture. !` _ _ --. _ • 6'Straight Step ST6019B 4 42" X X X 2. Raised,slip-resistant tread pattern allows for safe and easy c - — -• -- "� "'� ' 6'French Curved Step ST6lI8B 4 42" X X pool entry and exit. 6'French Curved Step ST6119B 4 42" X X X X 3.The high-impact strength and - g �� ._ � � 8'Straight Roman ST8130B 4 42" X X X flexibility of weatherable polymers :_, -n. 8'Carved Roman ST8132B 4 42" X X X X to w ithst nd the stress of frost and back fill saturation far better " T 8'Curved Roman ST81336 4 42" X X X X than other materials. 50 8'French Curved Step ST8118B 4 42" X - X X *Lurdng is a registered trademark of Styrolution. 8 French Curved Step ST8119B 4 42" X X X X F r FFFS, 9 Strai htSit'NSte ST8024B 4 42" X X X =i s g P Total Encapsulated Support System :r 8LStraighhf Sit'N Step-> ST8025B 4 42" X X X X 8'Curved Sit'N Step ST8049B 4 42" X X X S 4 8'Curved Sit'N Step ST80506 4 42" X X X X TES Support System + � (Total Encapsulated Support) 8'StraightSunledge* ST8060B I 42'Y48' X X X — '€ #4*� Y 8 Straight Sunledge ST8061B I 42148 X X X Latham Thermoplastic Steps fi' °.��� ;-k� 10'Straight Roman Sit'N Step ST1024B 4 42" X X X utilize the patented TES Support ., * ar 10'Straight Roman Sit'N Step ST1025B 4 42" X X X X System for optimum tread support and strength. o C yin y� /y y� p/y t 8'Straight Super Sit'N Step A ST8070P 4 48" X - § IJ�/ �i/(���h (L/(d Beauty �vy 8'Straight Super Sit'N Step A ST8071 P 4 48" X X X X -All 6'and 8'models come standard with recessed jet locations. 8'Curved Super Sit'N Step A ST8072P 4 48" X w 8'Curved Suer Sit'N Step p A ST8073P 4 48" X X X X -AU models come standard with o Latham-'s strong,sturdy thermoplastic in-wall step adds � • - 8'Step'NLounge ST82006 4- 42" X X Xi pre-punched gasket holes foreasy alignment. functional beauty to your pool. Our unique brace system 8'Step'N Lounge ST8201B 4 42" X X x xl creates a stable,solid step.The thermoplastic surface will JO WCS-180°Straight ST9001 3 42" y' ' WCS-90°Corner ST9002 3 42" a never delaminate, splinter,corrode,or puncture. Modular bracing allows for WCS-6"Radius Corner ST9003 3 42" One-piece molded structural grid optional deck support. Our wide variety of steps provide you with many choices WCS-2'Radius Corner ST9004 3 42" system supports the entire tread surface and prevents material_fatigue. for steps to enter our pool,built-in lounges,and even a WCS-8'6"Radius ST9005 3 42" A y P g WCS-9'Radius ST9006 3 42" sunledge for a comfortable place to gather. WCS-10'Radius ST9007 3 42" �����® 787Watervliet Shaker Rd.,Latham,New York 12110 WCS-I I'Radius ST9008 3 42" (4 = . 800-833-3800 1 Iathampool.com = *Requires brace extensions for 48"height-same model accommodates 42"and 48"wall height(part number PN70962)Printing behind everypoo/ 383 Elgin St.,Brantford,Ontario N35 Ica Canada ATM�� lathampool.com color may vary slightly from actual product.All colors/products subject to change without notice.Models not marked may be 800-638-7422 I lathampool.ca 046`0 available as a special order,please consult with your customer service representative for details. behind everypoo/ lathampool.ca A Requires pole kit support system;modular grid system not available. ©Latham Pool Products,Inc.2017.All rights reserved. AD204.18 1/18 cf Town of Barnstable - Regulatory Services Richard V. Scali,Director Building Division' g BARNSTABI,E KASS,` � Thomas Perry; CB0 , �_,,.,s. Building Commissioner. �� 200 Main Street, Hyannis,-MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 a Fax: 508-790-6230 June 1, 2015 -r ' P_z James Visco � 25 Rachel Carson Ln. Centerville, MA. 02632 RE: 25 Rachel Carson Lnr, Centerville, Map: 190 Parcel: 204 Gu . Dear Mr. Visco;` i o Uor This letter is in response to application number 201502474 submitted to build a deck at the , above referenced address.'Unfortunately, the application can be-approved as submitted because of the following:. „ 1) Construction documents are incomplete. Specifically,`no framing plans have been submitted showing how the deck is to be constructed.'' Please submit the required documents. Do not hesitate to contact this office with any questions. r }t s Respectfully, L. Lauzon Local Inspector ieffrey.lauzonCalitowii.barnstable:ma.us (508) 862-4034 _ TOWN OF BARNSTABLEJ B'LW1EDING PERMIT APPLICATION 1 Map Parcel Application # 4 Health Division _..._. Date Issued Conservation Division jEr#' Application F . Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis ~� Project Street Address ^ Village .-Owner" � 4 y I S C y Address S Telephone (00 I ,p ;Permit Request S D R Square feet: 1 st floor: existing )q g proposed 2nd floor: existing proposed v=' Total new Zoning District Flood Plain Groundwater Overlay _ aProject Valuation Construction Type. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting!d'ocurntation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f- A LA Cx� Telephone Number s y�- -Y / r �00 Address Q 5 R cL OCA-Lke>I License # 02t-3 9Rome Improvement Contractor# Email ; C_CM Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR �v_ -ems DATE I Il i I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION , FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t� ✓!F DATE CLOSED OUT ASSOCIATION PLAN NO. 06/18/2015 11:46 8785824509 Real Estate Marketplace A 03664 P.013/018 f' DECK DESIGNER Beam Layout Level 1 NOOSE _ � ,IE D(i F-i=TO r-D B I� lx2�us+s ` E 14"a c. zo —o BEAM LABEL BEAM LENGTH POST COUNT POST SPACING A (z) 2,9 PT' 20'10' 4 4,.Y P4 pSr% 6'71/2" B ,(2)Zr$ PT 20'10' 4 Y Fr 671/2" �,', c'tuclrrtu� to hccvr Jimp50n bL52 ZAq .^ Cj�n,mn: fzi rvof+h g Jimy�Son PC'-/N(E'� � 0 4,1�5 lz,o Sono } beS cJ/ ury f 'J All rights reserved copyright 02015 DIY Technologies Project 10:62838046t- - Page 12 April 28, 2015 Town of Barnstable Geographic Information System 170071 190206 ` #162 #14 q � t to- 190�05 � M V I - fP 170070 Y ' #150 f 190202 #9 170060 190204 #140 #25 t 190203 ' #210 190200 41 5 r 1 170046 i 190166 256 + 7" #246 190167#216 t~ 190160 * #29 190116#.2268 w2 Map:190 Parcel:204 Selected Parcel DISCLAIMERS This map is for planning purposes only. It is not adequate for legal VINCENT J TR x Total Assessed Value:$274700 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:VISCO, 1N - 'E , 1"=100'may not meet established map accuracy standards. The parcel lines on this map Co-Owner:VISCO REALTY TRUST. Acreage:0.51 acres Abutters are only graphic representations of Assessor's lax parcels. They are not true property boundaries and do not represent accurate relationships to physical features on the map Location:25 RACHEL CARSON LANE Buffer such as building locations. Deck Part Identification ® o Y ` O • s �' - F f y • i i ' k 1. Riser 6. Bottom Rail 11.Post Major Deck 2.Stringer 7. Baluster 12. Post Footer Components ` 3.Tread 8. Deckin 13.Beam { NOTE: Not to scale 4. Fascia 9. Rail Cap 14.Joist .. 5. Rail Post 110.Top Rail ©2015 DlY Technologies :a Baluster The vertical pieces of a railing spaced at regular intervals between posts. Beam A horizontal framing piece,which rests on posts and supports joists. Decking The boards used to make the walking surface of the deck. Joist A horizontal frame piece that supports the decking and spreads the weight over the beams. Ledger A horizontal strip that connects the deck to the house. Post Footer Concrete filled hole that the post is attached to. Post A vertical framing piece, used to support a beam or joist. Riser •'A board attached to the vertical cut surface of a stair stringer. Stringer The diagonal board used to support treads and risers on a stairway. Tread The horizontal surface of a stair. Bottom Rail + The lower horizontal piece that connects rail posts and supports balusters. 'Top Rail The upper horizontal piece that connects rail posts and supports balusters. Rail Cap: The top horizontal trim on railing. Rail Post, The vertical post connected to the deck framing that suports the railing. All rights reserved copyright 02015 DIY Technologies Project ID:628360461 Page 3 t 01 rur rr -a to i ` fAn&CVI- MP-SOUS A4*SIa Do jarst P�ra�f Oaell�r jaast connecead to Rsa r Angie -00 y �t hum 40rNim v to W&OW Ctips I MI L SWV%W to z f+Y Jy � G _.r-ems.__* sy,�.4' s SZW T to Stmr- rsr trweryoisd,c�p td.0rn — = T _ �'" �Rtlofr 6i, ry ` + t T?SU-Seti�9 inr I ✓ y ea,,.es a,ff¢}" 1.1 '•sue .¢• &ACPast sF _ JiS-Series k Joist.ttartpfs All rights reserved copyright 02015 DIY Technologies f Project ID:628360461 Page 4 � f I _ ', .. - • i i LM Below are the Specifications'-And Materials + that you have selected for your deck. Overview Number of'Levels: 1 Footer Depth:o& Total Square Feet: 306 Live Load: 52 Dead Load: .10 Component Size Wood Type . Joists 2x8 Top Choice Treated Beams. 2x8 Top Choice ITreated Posts 4x4 Top Choice Treated Decking 5/46 Pressure Treated Railing Pressure Treated . Lattice x FooterDe th Live Load' 52• sf !Dead Load 10 psf • r All rights reserved copyright 02015 DIY Technologies Project ID:628360461 Page 9 ` 1 OEM= `Material List " Lumber Materials Item# Oty Description Usage Unit Cost Cost 468941 28 Top Choice #2 Prime Pressure Treated Lumber Rim Joist 16.77 469.56 Common: 2 x 8 x 16; Actual: 1.5-in x 7.25-in x 16=ft 468938 4 Top Choice #2 Prime Pressure Treated Lumber Beam 8.57 34.28 Common: 2 x 8 x 8; Actual: 1.5-in x 7.25-in x 96-in 4643 13 Severe Weather 3-Step Alkaline Copper Quat.Treated Pre Cut Stringer 7.97 103.61 Deck Stair Stringer 5705 14 Severe Weather 4-in x 4-in x 48-in Double Groove Railing Post 9.98 139.72 _ Treated Deck Post 488989 58 Severe Weather Mitered Ecolife Treated Deck Baluster Baluster 0.98 56.84 (Common: 2-in x 2-in x 42-in; Actual: 1.31-in x 1.31-in x. 41.75-in 42380 6 2-in x 4-in x 6-ft Treated Deck Railing Railinq Section 4.98 29.88 468933 2 Top Choice #2 Prime Pressure'Treated Lumber' Railing Section 8.67- 17.34.. Common: 2 x 4 x 16; Actual: 1.5-in x 3.5-in x 16-ft 468942 1 Top Choice #2 Prime Pressure Treated Lumber Cladding 9.57 9.57 Common: 2 x 10 x 8; Actual: 1.5-in x 9.25-in x`96-in 468945 2 Top Choice #2 Prime Pressure Treated Lumber. Cladding 21.27 42.54 Common: 2 x 10 x 16; Actual: 1.5-in x 9.25-in x .16-ft 468939 1 Top Choice #2 Prime Pressure Treated Lumber Header 11.27 11.27 Common: 2 x 8 x 10; Actual: 1.5-in x 7:25-in x 10-ft 468950 1 #2 Pressure Treated Lumber (Common: 4 x 4 x 6; Post ; .: 6.97 6.97 Actual: 3.5-in x 3.5-in x 72-in 468972 1. 5/4 x 6 x 8-ft Premium Treated Deckin i Stair Ste 5.57 5.57 .. 468974 2 5/4 x 6 x 12 Premium Treated Decking Stair Step 8.67 17.34 468991 1 5/4 x 6 x 16 Premium Treated Deckin Stair Ste 14:57 ' 14.57 468940 1 Top Choice #2 Prime Pressure-Treatedi Lumber Stringer Support 13.37 13.37 Common: 2 x 8 x 12; Actual: 1.5-in x 7.25-in x 12-ft Other:Materials Item# Oty Description - Usa a Unit Cost Cost 116239 40 USP 2-in x 8-10-in.Tri le Zinc Slant Nail Joist Han er. Joist Framing, 1.11' 44.40 69262 3 Grip.Rite 5 lb 9-Gauge 3-in Hot-Dipped:Galvanized Joist Framing 13.48 40.44 Smooth Nails 69139 2 Grip-Rite 1 lb 9-Gauge 3-in Hot-Dipped:Galvanized Joist Framing 3.87 7.74 Smooth Nails 37164 4 USP1-5/16-in x.2-3/8-.in x 6-15/16-in Triple Zinc Angle Joist Framing 3.11 ' 12.44 Clip 8082 2 USP 4'-in z 4-in Triple Zinc Deck Post Tie PostBmOrLed er 2.81 . 5.62 195492 10 The Hillman Grou 1/2-in x 6-in HDG Anchor Bolt PostBmOrLed er 1.17.- 11.70 21993 44 USP 1-1/2-in x 6-1/2-in TrilS16 Zinc Rafter Tie Joist Framing 0.58 25.52 56928- 1,, Grip-Rite.5 Ibs 9-Gauge 1 1/2-in Hot Dipped Galvanized Joist Framing 16.93 16.93 Smooth Joist Hanger Nails 10385 8 QUIKRETE•80'Ibs Setting Post Concrete Mix Footinq to Post 3.75 36.00 222710 1 QUIKRETE 50 Ibs Concrete Mix Footinq to Post 1.79 1.79 10149 4 QUIKRETE 8-in Concrete Forming Tube Footing to Post 7.35 29.40. 249069 8 USP 4-in x 4-in Steel G185 Post Base Footing to Post 20.97 167.76 37161 16 USP 4-in x 6-in Steel G185 Post Cap Post to Beam 3.84 161.44 29926 13 JUSP 1-3/4-in x 5-1/16-in Triple Zinc Slope/Skew Hanger CladRimOrStair 6.98 190,74 All rights reserved copyright©2015 DIY Technologies - Project ID:628360461 Page 10 Other Materials Item# Oty escri tion Usacie Unit Cost Cost 67377 82 The Hillman Group 1/2-in- 13•x 8-in Hot-Dipped . - Railing Post �, 2.87 235.34 Galvanized Standard SAE Hex.Bolt 41762 6 Project Pak 25-Count 1/2-in x 1-in Galvanized/Un- Railing Post 2.37 14.22 Coated Standard SAE Flat Washer 58128 4 The Hillman Group 4-Count 1/2-in x 1-inZinc Plated Railing Post 1.24 4.96 Standard SAE Flat Washer 43647 3 The Hillman Group 25-Count 1/2-in-13 Zinc Plated f Railing Post 4.74. . . 14:22 Standard SAE Hex Nuts ,r 135639 4 The Hillman Group 2-Count 1/2443 Zimc,Plated Railing Post 1.09 4.36 Standard SAE Hex Nuts - }: Total Cost Without Tax' 1 791.45 All rights reserved copyright©2015 DIY Technologies ' Project ID:628360461 Page 11 � R o 1 s # Beam Layout Level 1 F ` ` PF T V f I , BEAM LABEL BEAM LENGTH POST�COUNT POST SPACING A "20' 10" - 4 `` 6' 7 1/2" B 20''10" q 6' 7 1/2 ... All rights reserved copyright©2015 DIY Technologies ax Project ID:628360461 'x y Page 12 4. t Materials Cut List: Level.1 . H Hr C11 I CCC CCCCCCCCCC CB JH E E E i LABEL NAME ' CITY LENGTH BEVELS LABEL NAME CITY LENGTH BEVELS A Header 2 r 20'7 0, 0 F. Stringer Support 1 •5' 0, 0 B Rim Joist- 2 14' 3 = 0, 0 G Cladding 2 '2',6" 0, 0 C Internal Joist 20 14' 0, 0 H-, Pre Cut Stringer 7 •2' 6" .0, 0 D Cladding - 2 2' 6" : °'0,'0 l Stringer Support 1' 5' 10 112" 0, 0 E Pre Cut Stringer 6 2' 6" 0, 0 u Cut Angles: L=Left, R=Right, F=Front, S=Side . All rights reserved copyright©2015 DIY Technologies Project ID:628360461 Page 13 B ® � s • Analysis Page: Level 1 ` LOAD AND SUPPORT: Your deck will support a 52 PSF live load. . Y Posts have 24" below ground support. DECK AND POST HEIGHT: You selected a height of 24"from the top of the decking to the ground level. The top of the deck support posts will therefore be 16" above ground level, r A rum Joists: ;- Set joists on top of beams, 12"; center to center. Stress Ana sis: Level 1 Joist Deflection 790 Joist Bending 175 Joist Shear 209 Joist Compression 209 Beam Deflection 239 Beam Bending62 ` Beam Shear 63 Post Stability. 166 t All rights reserved copyright 02015 DIY Technologies Project ID:628360461 7 Page 14 ; Town of Barnstable Regulatory Services �oF roty,� Richard V.ScaIi,Director Building Division t rt Tom Perry,Building Commissioner 9$ 11 9. `a� 200 Main Street, Hyannis,MA 02601 '°reo rna�" www.town.barnstable.ma us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION I I 1 Please Print DATE: JOB LOiCATION: number street village" "HOMEOWNER". �C�rY.e-A— t S,� C� name ,,��,, home phone# work phone# CURRENT MAII,ING ADDRESS: 30 O �� Saw w city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or,detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall•not be considered a homeowner. Such"homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the"Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. �. _ +Sign a Homeowner- k_ N. " Approval of Building Official Note: Three-family dwellings containing 3,5,000 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 persons)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,RuIes&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. -y 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 aSupervisor. On the last page of this issue is a form currently used by several towns_ You may caret amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doc Revised 061313 t a Town of Barnstable Regulatory Services MASS, E Richard V.Scali,Director o;9. � 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 as Owner of the subject pro 9 hereby authorize '`� to act on my behalf, in all matters relative to work authorize bythis boil perrnit application for: (7ethe f Job) ''''Pool fences and alarmsespons\tad Pools are not to be filled o utilized before fefinal inspections are pert ed and accepte Signature of Owner Sign Print Name Print Name Date Q:FORMS:O WNERPERMISSIONPOOLS 02/25/97 TQE 15:26 FAX 1 508 790 049.1 HYANNIS TOLL Z 001 February 21, 1997 Mrs. Beverly Eisenhower Rachel Carson lane Centerville, Ma. 02632 Dear Mrs. Eisenhower, I am writing to you today in regards to your continued complaints to the Town of Bamstable regarding our son Chris as the person renting our home on Rachel Carson Lane. We consider your current behavior to be harassment. Chris can, and will drive his truck home to have lunch if he so chooses. He has every right to have a few friends over as long as he and they obey the law, and he has every right to work hard to make a living, His actions have in no way broken the laws of the Town of Barnstable . Should you file another complaint with the town that is unfounded, we will take whatever legal action is necessary to settle the matter in a court of law. We do not wish to take,it to this level, but make no mistake, the next action we take will involve legal action. Tom & Pat McDonald The Town of Barnstable Department of Health, Safety and Environmental Services . = Building Division 619-��� 367 Main Street,Hyannis MA 02601 Office. 508-790-6227 Ralph Cros: Fax: 508-790-6230 Building Commissic Home Occupation Registration Date: / J �1 c Name: r-7 Address: 2,_f C--417-fo,%) L7� Village: Cf!�`TH E Ell;' Type of Business: INTENT. It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance, provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor, no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration.smoke,dust or other particular matter, odors,electrical disturbance,hm glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton opacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. 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K iti ti}iY` }xk 3 G titiY'Yvi:�>i:iy:•:}:::i:':::,•;y}i t::ti�$;'::j:i::vi:•:•i'tivi::: »$:is$::'ii:lS :•$;:z.:<::::'.O'S>iw:xi::ik�f ySQ:};Y:::i7Yi>.... rJ[ ] [R190 204 . ] LOC] 0 0 2 5 RACHEL CARSON LANE CTY] 10 TDS] 300 CO KEY] 113 610 ----MAILING ADDRESS------- PCA] 1011 PCS] 00 YR] 00 PARENT] 0 MCDONALD, THOMAS F MAP] AREA] 3 7AC JV] MTG] 2 0 01 PATRICIA MCDONALD SP1] SP21 SP31 25 RACHEL CARSON LN UT11 UT21 . 51 SQ FT] 1660 CENTERVILLE MA 02632 AYB11974 EYB11974 OBS] CONST] 0000 LAND 30200 IMP 90200 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 120400 REA CLASSIFIED #LAND 1 30, 200 ASD LND 30200 ASD IMP 90200 ASD OTH #BLDG(S) -CARD-1 1 90, 200 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #PL 25 RACHEL CARSON LA TAX EXEMPT #DL LOT 46 RESIDENT'L 120400 120400 120400 #RR 1345 0056 OPEN SPACE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE100/00 PRICE] ORB12039/252 AFD] LAST ACTIVITY] 00/00/00 PCR] Y / GO J 15 Ae 1 R190 204 . A P P R A I S A L D A T A KEY 113610 MCDONALD, THOMAS F LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RC 30, 200 90, 200 1 A-COST 120, 400 B-MKT 88, 500 BY 00/ BY ME 11/89 C-INCOME PCA=1011 PCS=00 SIZE= 1660 JUST-VAL 120, 400 LEV=300 CONST-C 0 ----COMPARISON TO CONTROL AREA 37AC ----------------------------- NEIGHBORHOOD 37AC CENTERVILLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 302001 LAND-MEAN +0% 1204001 96618 IMPROVED-MEAN -70-. 25% ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 100%] LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADJS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR7 PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] Town of Barnstable Building Department -"' ComplainUlnquiry Report - /e — 6 ' b . L Assessor's No.: 0"I Date. Recd y' Complaint ,66 Name: 7 7.�;--5G03 Location 1�1 Address: OLE M/P Originator Nwne• Street: �2f- � ; State: Zip: GZG 3z Telephone: D/E 7 Complaint 7 _ Description: ` Inquiry Description: For Once Use Only Inspector's _ �.` Inspector. �, Acdon/Comments Date: C " 99 Follow-up Action `!d Additional Info. Au allied nyinr nifE ihu6bi UIVw-Depar=cnt File 1 �� c� bo r- 1 ___. � '� '�! �C. y� C - 1V —_! .� , _ � �, �� � � `� 0 MSC OE . Assessor's map and lot numberjA /-.•.. ./ ..... � (' SYSTE Chi' '`lAh1C� k/� jpddt, STATG� t,IT�1 Rt9Y1 }��lD Sewage Perri? number ............./.... ........;.........:. CO�� .............: � s1T f10yS• yofTNETo�° 'SOWN OF BAR.NSTABLE • BARESTADLB, i "6 9 .•� - BUILDI-NG , INSPECTOR �o M °'• APPLICATION. FOR PERMIT TO . .. .........................................................:........................................................... TYPE OF CONSTRUCTION ....... .... ., . ................................ .................................... TO THE INSPECTOR OF BUILDINGS: The undersigned he yap lies for ermit actor g to the following i motion: Location ...... .... . ..........�........ .... �......... .... e> ProposedUse ..... ... .... . .. .................... ........................................................ ZoningDistrict ....................... .................................. .............Fire District .......... .. ................ .......... ................................. Name of Owner ,........ :....._ .. Address ............ V. . Nameof Builder .......... ...........................Address .................................................................................... Nameof Architect ..................................................................Address ....................oq............................................................. Numberof Rooms ..................................................................Foundation ........... . :<.........,;..... ....,._. ............................ 77 Exierior ....... .: ..:....... ................................Roofing .... ... ... .... .. . . ... .... ...................................... • L� Floors .............. . ... .............................................Interior ........ .... .... .. ..... ....................... Heating ..... ...A...........�. .............'...................................Plumbing ........ .. .... Fireplace ' Approximate Cost ........ , �. Definitive Plan Approved by nning B ard -----------_-------------------19--------. Area ............................. . Diagram of Lot and Building with Dimensions Fee 1 .,.. 0... SUBJECT TO APPROVAL OF BOARD OF HEALTH CR 0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding th above construction. L.. . Nam ... ......... .............................. ... Small, Alan E. No 16867... Permit for ........one ....... ..dvrelli Location . Rachel Carson Way ............................................................ Centerville .........................................:..................................... Owner ..............:Alan E. Small ................................................ Type of Construction frame Plot ............................ Lot .....................&6..... Permit Granted .......F.ebr.uary 1 19 74 . . ¢ Date of Inspection ....... ..:.::.... .................19 Date Completed .. ../ ....17 .......19 PERMIT REFUSED T ................................................................ 19 ............................................................................... ................................................. .......................... ............................................................................... Approve ................................................ 19 ............................................................................... ...............................................................................