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Home My WebLink About0139 OLD JAIL LANE fq o01a( (Jad L Ina 1 T-0000 now" tons RIS a a two ampamom— "Ma man WK all _Mmf WOMEN some INN *xylem MOM A" N1 Im 9 tows t; NE Al MAI 6 NAN www"QJ0 0 ow W, 'none -woo-A w-w MOM �Jpjww 1, to too NO Its-am Town of Barnstable HufldIlIrIl Post This Card So That it is Visible From the Street-Approved Plans Mustµbe Retained on Job and this Card Must be,,Kept ,q�< 'w .aye s c' a. P w ��:a � ,_ .. ... .,p -. .. � d O tk3�,1� Posted Until Final Ins ection Has Been Made , ., ,„ . , w g� p, _ m ��Ty. Ilt w,w p ,a x ., d _. a 6 111 nua _ Where a Certificate,of Occupancy:is Required,such Building shall Not.be Occupied until a Final,Inspection has been made. Permit No. B-20-2054 Applicant Name: Timothy Cabral Approvals Date Issued: 07/31/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/31/2021 Foundation: Location: 139 OLD JAIL LANE, BARNSTABLE _rMap/Lot: 278-002-001_ Zoning District: RG Sheathing: Owner on Record: PIKE,KENYON C& LYNN M Contractor Name" TIMOTHY CABRAL Framing: 1 Address: 139 OLD JAIL LANE Contractor License: CS-1,105454 2 BARNSTABLE, MA 02630 Est. Project Cost: $8,169.00 Chimney: Description: Air sealing, FG for basement ceiling,sills,and�attic.flat,_propavents, Permit Fee: $91.66 y . 1 Insulation: 2 rigid for KW Slopes and common wall,vent bath fan to rloof,seal Fee Paid:/ $91.66 and insulate attic hatch,blower door and CST# Final: 1 Date: 7/31/2020 Project Review Req: Plumbing/Gas Rough Plumbing: -Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by thi permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the pproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall bed in compliance with the local zoning by-laws anJ codes. This permit shall be displayed in a location clearly visible from access street or road a�l d shall be maintained open for,�ublic inspection for the entire duration of the Final Gas: work until the completion of the same. � 4 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: , Service: 1.Foundation or Footing "tt Rough: 2.Sheathing Inspection 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ` Final: Town'of Barnstable BUILDING F.=T "din- �iartment Sert�itces fJUL-2 0 2u-J Building Commissioner TOWN 0 6AANSTA 2Q Mmdn Sh* Hymm U&eml - -= www.towialrar�tablerns 8 - ]hoc M& - T T _ _ ItIiID1�1TIAL ONLY UO square feet or lei lacaft ofshed(address) VMBF 3 -Pnpartyawmesum Tclepbwemar Yon mast fate with Qld wws MPway t7aas.( is reged�ed) -- - - $iga vilh�o�afor� .38d�c3•.�-4:30 MMUMN& IFYOUAMWMMTMJOR>bSiD 0FAW(W7=MMVZ CV11+Il1U5BTOM X&Y BILA RE`PJEW PROMS APIDA PLUS M TDB APMPRIATZ C4D+Il MSION FOR DMUA ••� TES FOW MUST BE ACCONMAMD BY A • - - T PI" EXISTING SOIL ABSORPTION SYSTEM 15 TO BE PUMPED _ M AND REMOVED. REMOVE ALL ASSOCIATED CONTAMINATED AND UNSUITABLE SOILS FOR 5 FEET AROUND & REPLACE LEGEND Loafs S WITH CLEAN MEDIUM SAND PER TITLE 5 & INSTALL NEW SEPTIC COMPONENTS SOIL ABSORPTION SYSTEM IN THE SAME LOCATION. EXISn" mT P xwo GAL SEPTIC Tom ' VARIANCE REQUESTED ABANDONS O LEACH►IT/ m I[ MAYBE GUMM WNWAY�Y UM A099 OE.WALM 61MMA THIS IS A O. CESSPOOL 310 CMR 15.221(7) — COMPONENT COLON asreieurION.BOxo EAB�arAeLE M' DEPTH TO FINISH GRADE. 36 in PLAN TEST PIT ® LOCUS U A P MAX REQUIRED — VARIANCE TO 72 in OF COVER REQUESTED. USE COLOR PLAN ONLY - FOR INSTALLATION PROPOSED FULL DETAIL IS BEST SOIL VIEWED IN ABSORPTION FULL COLOR SYSTEM -SEE d CIS A, DETAIL ELEVATION -. .. - ON MACE r 85.6.2 � LOT 9 .OF AREA = 60001 sf+- PLAN BOOK 336 PAGE 79 ( -- A'-SR MAP 278 PCL 2-1 150 ft FROM WELL 4 WELL w Bo �b e I IB 4 70 IB j 72 W s .. EX/8T/NO OwELL/NG DACE Tqe OFF ` S}.qB FA[VY Q•B9.� i 0{Q MINIMAL IY . `1 GRADING }�? /PAO POSED I.® - T / I �(6 ` OWED BI Bz. S / �.. . . 70 80 - TB � it 72 EXISTING SOIL 76 1� EXISTING ABSORPTION STRIPOUT SYSTEM CONSISTS Of lLAST1C vow i oLlueEas WITHOUT STOPS UTILITIES OAS LINE $yam - ELECrR/C LINE$ - UTILITY -INSTALLER TO OBTAIN DISPOSAL WORKS N ft►OLE A- ,� PERMIT BEFORE STARTING WORK. ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASS�� CODE ( 10 CNI S TITLE 6 SEPTIC O CODE L810 CMR 16). INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE SCALE: 1 in = 20 ft EXCAVATING.FOR SYSTEM. O _ -ECO-TECH RAPID RESPONSE RECOMMENDS 40 80 1 THE INSTALLATION OF LOW FLOW h-4I E FIXTURES A APPLIANCES. AND PERIODIC 0 20 0. -PUMPING OF THE SEPTIC TANK. SYSTEM IS NOT DESIGNED TO WITHSTAND PRINT ON 11 x 17 in - S VEHICULAR LOADING. DO NOT PARK OR 'PAPER FOR PROPER SCALE DRIVE VEHICLES OVER SEPTIC SYSTEM. Ala OF 4/e_ - `te Of hw s .I, - SEWAGE DISPOSAL DAVID'�1�o DnwD 9�y� SYSTEM PLAN -TO SERVE EXISTING DWELLING CfR1GHANOWR u"'. COUGHANOWR TARA E. No.093 No.a61 RILEY LNERIS)OF RECORD s Ir N SOjL E�vo uP ' t ' 139 'OLD JAIL LANE Rib Goor Rd s RRD DRESS BARNSTABLE. MA Ceomom MA 02633 Dowd ueHot aAm DATE.JULY 3 2019 508 364-0894=1-Am, ETE-4399 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 66 Application # l �� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee U91( �5' �- Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village. . Owner T.1d 11 7 c n le Address Telephone 6"0 Z 0 Permit Request �- c x �' ��. 2 ,� G 0,c C 4,1 +Te Square feet: 1 st floor: existing r 336 proposed 2nd floor: existing e®o proposed/,o d Total new . 90 O Zoning District C Flood Plain Groundwater Overlay Project Valuation 30r v o a Construction Type Lot Size Grandfathered: ❑Yes ZN(o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-FaZo # units) Age of Existing Structure Z O'5 Historic House: ❑Yes On Old Kin 's Highway: Yes ❑ No 9 9g Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other Ba inished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3 3 b Number of Baths: Full: existing Z— new �_ Half: existing D __new Number of Bedrooms: 3 existing L new Total Room Count (not including baths): existing _ ' new / First Floor Room Count Heat Type and Fuel: ❑ Gas Ail ❑ Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes�No Detache ge: ❑ existing ❑ new size_P ol: ❑ existing ❑ new size _ rn: ❑ existing ❑ new size_ Attached garage: ®'existing ❑ new size �d: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Au orization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# �. ; Current Use Proposed Use =�? APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1 J Name-", D'eiP ��a ! Telephone Number 5_0 T— '2 l T' '7 9 Address Z f S Je w n c, ?s C.. 1e, License# 5_�3 9 3 7 i Home Improvement Contractor# /S'1 S R' Worker's Compensation # l✓G Z,31 S 'S/7 Z>) o j c) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE t4 DATE 1 FOR OFFICIAL USE ONLY " APPLICATION# DATE ISSUED -i . p MAP/PARCEL NO. , ADDRESS VILLAGE OWNER Y 4 DATE OF INSPECTION: r FOUNDATION CASOdW&V S Z+1l FRAME INSULATION- FIREPLACE G ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH v- , .. " 1 . FINAL ' t { -,FINAL BUILDING ._ . ^ 1 DATE CLOSED.OUT :_ ASSOCIATION PLAN NO. f A TYC Guide to Wood �o �� dAr��1I0 �� W�d��oe � . ..,/w��v// '-"� . ''�r'' � ��]S8��0rr8�ffc Checklist for ��a�� (780C&YRj3O��/ A/ ' . Massachusetts--_- _-- - --- .~~_^�~^^^.~ . . Cocco . � . � CDm 1.1 SCOPE ` - VWnd Speed (3-seu gust).................................................................. ................................................. I' O mph Wind Exposure Category-'__----'-'-----'----_'-...'-----.'--.--_---__---'.---_-�'�B Wind Exposure -----.Eng�eehngRequhedFor EndnsPr�e�---.------�-_-..-C . 1'2 APPLICABILITY � _ Number cf Stories(a roof which exoaedoOk� 12s�peohaU6econs�en�doston4 �°~ ob�des �2a��eo �^ � Roof Pitch ' �z~ K�eonRoofHa�h ` ` ^ Building ' Building Aspect.~Ratio vL`'/ .......................................(Fig°v................................................. - ^ � Nominal Height of Tallest ......... ..........................(Fig4)................................................ 1.z FRAMING CONNECTIONS ^/ General compliance with fram' connections....................(Table 2)................................................................ � , 2.1 FOUNDATION Foundation Wallsmeeting requirements of78DCMR54O41 ' � Concrete............................................................ ~*~ � �mncn*te Masonry....... ............................................................. .............................................. ................ 2 FOUNDATION'-. � � 5/O^Anchor BoKs4nbadded or 5/8"Proip netary Mechanical Anchors as an alternative in concrete only. o�uu -general --------------'--`( a�e4) Bo�Spao�gf�mand�o�tofp�ba----._.--_- _--.__:.�._-- �� 2^. Bolt Embedment-conon�e_-.---.__-'-__�-�-(Fig .....................................:........... V in. 'a7~ Bolt --- � men �mason�---__-,--'--._-�-� --�--�.--_-_--_--' in.�!:15^ � PlateWasher.................................................................(Fig 5).............................................. 3^x1/4" � Jj FLOORS � Floor-framing member spans checked ...............................(per 7OOCMR Chapter 55)................................... ---''-`^ -'- ~��^^~~~'' ve"/ ^ Floor ,- ----------'--� -' --_-''-_`��u� '� FuUHo�hVVaUS�dsadF�orOFen�go�so than 2hnmE�ehorVYeU(F�O)....--.-.--------.. � M�dm�mF�urJo�t8a�aoks ~ ' � Supporting Loadbearing VVaff§orShoanmaU................(Fig7).................................................... ft :5d o� xoaximumcannlevonao Floor Joists ' Supporting Loadbeahng Walls cvQheanvo/................(Fig ..................................................... C./ ft :5d Floo�Bna�nQodBndvnd�-__---_--. S)........ ' Floor Sheathing ......................................... ................(per T8OCMR.Chapter 55)............................ MoorShea��glh�kneso --__-__'_-.-`-_:_(per 78O __-- ' pkzor�hma��gFas�x�ng_------._-..---_-��..(T�b�2)- � dmaUsa� �' �edgo/I1,71field 4.1 WALLS � Wall Height ' 0 and Table V�d Story Offsets -_---_---- (Fig 7�8>__-_ ' --_-__--� | �� --_ 4-2 EXTERIOR-WALLS 3 Wood Studs 71, Gable End Wall Bracing vvu�,�oo+mor�angm � U�g11) �� ~ SP or 1 x 3 ceiling furring strips.@ 16'spacing min.With 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double� ^~'^ ~~ GpDc�Leng� ` ' ' G) ' � � �_. 4Kft nnhcpCnnwe��nhm nfiGdcnmmnnnnOn\ `- ` ~o\ )` ' ' ��-.�� -v�- �. ��'i��-��/.�~�.��| ' t ATVC GWde,f0 Wood Construction iii Hi rh IVind f(reas: 110 fn h lYind Zone Massachusetts Checklist_ for Compliance (7s0 CA`[Rs301.2.1.1)r Loadbearing Wall Connections / Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Z ✓ Non-Loadbearing Wall Connections . Z Lateral(no.of 16d common nails)................................(fable 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ..........................................................(Table 9) -" in.S 1 V Sill Plate Spans ........................................................(Table 9).................. .. ft--o' in.511' Full Height Studs (no. of studs)....................................(Table 9)........................................................ . Non-Load Bearing.Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans......:......................................................(Table 9).................................. ft�in.5 12' c/ Sill Plate Spans......................:....................................(Table 9). 3 ft in.5 12" Full Height Studs (no, of studs)....................................(Table 9)....................................................... 7._ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousfy4 Minimum Building Dimension,W, Nominal Height of Tallest OpeningZ ....................:........................................................#'$'5 6's SheathingType..............................................(note 4).....................................................!/a. r✓r"a ifle Edge Nail Spacing................:........................(Table 10 or note 4 if less).............._.......: jl�_ in. Feld Nail Spacing able 10 ............................................... in. Shear Connection (no.of 16d common nails)(fable 10)....................................................... Percent Full-Height Sheathing...........:.......:...(Table 10).................................................... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ ................................. 6'8"................te 4 ............. JSheathingType..............................................(note 4)..................................................... � L.✓sp , Edge Nail Spacing.........................................(Table 11 or note 4 if less)......._.-...e.......... Feld Nail Spacing ....T in. able 11 Shear Connection(no. of 16d common nails)(Table 11)................................................... Percent Full-Height Sheathing.......................(Table 11).................................................... % 5%Additional Sheathing for Wall with'Opening> 6V(Design Concepts)..................... Wall Cladding Rated for Wind Speed? 5.1 ROOFS / Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) d Roof Overhang ...................................................(Figure 19 " ft s smaller of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...... ...................:......• -- able 12 U=3 0 If Lateral..........................................:..(Table 12).............................................L=176 pif Shear..........•............ .................(Table 12)............................................S=7 7.plf s not u . Ridge Strap Connections, if collar ties per page 21... (Table 13)..................... .....T= 227plf ' ' Gable Rake Outlooker......:..........:..:.................._..(Figure 20) (/ ft 5 smaller of 2.or L12_ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(fable 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).................. = . Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and,59)..........., Roof Sheathing Thickness.....................................:................................................... in.>-7/16"WSP Roof Sheathing Fastening...........................................:(fable 2) r .................. ..................................... Notes: -1. . This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of. 780 CMR•5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1Ba and Figure 1815 2. ' Exception:Opening heights of up to 8 f.,shall be.permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-gr6de. �VUE Town of Barnstable Regulatory Services BAWISTMAM''BI'a' Thomas F.Geiler,Director o;o- 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 e�la C" ;, , �C , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. 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INSTALLED IN Board-of Health (3rd floor): - Vr n }��r ` d� o" Sewage Permit number,,...$. ... .... a ..................... NNEN �i �nRTAL C0 BARRsTODLE, Engineering Department (3rd floor): r WN REGUI.ATI® 'moo 0"& 0� House number ...................................... ..�. .... ........ '°�F 6, • �YPY Definitive Plan Approved, by Planning Board•------------- _____________.__19________ . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF . BARNSTAB.LE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ............. ....................... .... . .................... .... ... .... TYPE OF CONSTRUCTION ... ?. .....`..(` C�'.L�.......................................................................................... ' ................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .!11..1............ ..........:.... ..............� ... . 1t.. E....� �� 1 ... ............:...................: Proposed Use ... ! ?. �� .......(9!qE..T�4'�j.LL ........................................ Zoning District ...��?.............................................................Fire District !7!� 1( 11.1... r . ress Name of Owner' ...al — .�:..\....... .�. ..� ). �J!11�ti�9%.... Address .............Name of Builder ' .�Qi✓ � .............. �` (1 ..(!S!.:. �OV&_... A li 3 Q ( P�-O AD. 05, c�2 Name of Architect ! •!>\. ....1.2. .d..........Address .�.:.V�/ �......... Number of Rooms .... .:....'.. ....... . Foundation ...to. ...fo1112 ..... ( q�"... .. j Exterior ...... 00...�.....W....�............................Roofing ..!.:jL?.P .......................................,................. o f // (��,p�... pp � . Floors w+ �...`"ZI11.�..1..........�..i.) �.....................Interior �.riit;.:1..( ' . .................................... ...... ......... reati ....................... ply -Iry. C ..........TL C C11 Fireplace ................................. .............................Approximate Cost .......... Area ./...A.............. Diagram of Lot and Building with Dimensions Fee .....1.... �AJd OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name4 Construction Supervisor's License OBERMAN, ROB & DIANA G. - 32 96 Two Story„„...... 0 ........ 'Permit for ....................... ' Single Familv Dw(�.11.ing........ ....................................... .... .... ..... Location .... ........1:3.9...0.1!q..�7 a1 1...Lane Barnstable ................................................................................ �Dwner'. Robeft T. & Diana G. Oberman *........................................................ Type of Construction .'F.r.ame........................... ... .. ....... .............. ............................................................... Plot ...................... Lot ................................... Permit Granted ....A14cjli4.§t... ............19 88 Date of Inspection ....................................19 Date Compl to .... . .... .. ...1....... ....19 W M fr* W, 7 fit i HOME OWNER 'S EXEMPTION The de state that : , Permit IS r "Any Home Owner performing work for whic squire shall be exempt from a building . (Section '1•,09. 1 .1 - Licensing the provisl.ons of this section Home Owner 's gages a g of Construction Supervisors) ; shall act as s person(s) for hire to do such work rovided that If a_ ervl or . , that such Home Owner Many Home Owners who the e this exemption are responsibilities aware that the for. Licensing a supervisor Y are assuming often g Construct on upeervisor (s Appendix q, Rules and Regulations results, In serious Section 2. 15) .. . This lack of awareness unlicensed n,. t ms, articulari unlicensed persons. n this Y when the Home Owner hires person as It w ass our Board cannot proceed against the as. sUpervisor utd w h Icensed Supervisor.. The Home Owner acting ....UPer...I ....I.s.U,I t imate I r . Pons I e. To ensure that the Home communities require, n Is fully a re of his/her res certify that he/she s par of the perms application, ponsibfllties , many last page of thl nderstan the responsib that the Home issue Is Itles of Owner care to amenda fo m current ) a ,supervlsor . On the d adopt Y use y several towns. such a f rm/certification 'You may use In your community . i •, --------- TOWN OI BARNSTABL1 BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB. LOCATION. — um er Street a Tess G�SI J 55 ection OT town "HOMEOWNER" p�Oac1?l' Q(; 4 11 ame Home phone nutN pli.pne PRESENT MAILING ADDRESS 256o l ty town . : ::. ...::. ... ;. I' tate 1p co e . The current exemption for homeowners" was extended dwellings. of Six. uni-ts or ess an to allow such homeowners to include owner-occupied 1v1 ua for hire, who does not possess a license, r1 s to engage. an in- Facts as supervisor. (State Building Code Section provided that the owner :DEFINITION OF HOMEOWNER: . . Person(s) who owns a parcel of land on which he/she reside :side, on -which there is s or ' or int ,i s intended ends, to re- attached or detached structures accessoryotoe such ouse ne tand/or o six ffarmysdr6llino A person who constructs more than one home in a two-year period hot be • considered a homeowner. Such "homeowner" shall submit p B shall not is on•a. form acceptable bmit P bl t e to the Building to the Bu.il =�uilding Official , that he/she shall be responsible for all such work performed under the building permit. ect :The undersigned "homeowner" assumes r ion Building Code and other applicable codes f p i �y for compliance with the State y s, rules and regulations. The undersigned "homeowner" certifies that he/she understand Barnstable Building. Department. minimum inspection procedures:and that he/she will comply with said s the Town en P ures and requirements procedures and requirements.- .HOMEOWNER'S SIGNATURE w6wn APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic f .to comply with State Building Code Section 127t0 Construction will be required struction Control . 22.3 lJ�o L o r Z,0?"-`z ,0 NJ 73 i e � CERTIFIED PLOT PLAN _ o LOCATION SCALE . �. '. ,�. DATE .AEG. /7198S" PLAN REFERENCE . .46e7AI' f• I CERTIFY THAT THE .EX�STl�/G /�vND�}77a,v SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF .WHEN CONSTRUCTED. DATE./7/c1�J REGISTERED LAND SURVEY R BUILDING DEPARTMENT Permit No. ... o TMt� TOWN OF BARNSTABLE 32196 sin I TOWN OFFICE BUILDING Cash """""""" • HYANNIS,MASS.02601 Bond .....X......... CERTIFICATE OF USE AND OCCUPANCY Issued to Robert T. & Diana G. Oberman Address Lot 01 , 139 Old Jail Laze Barazstable• Mass. USE GROUP ,FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .............. Building'Inspector TOWN'OF BARN'STABLE° MASSACHUSETTS �i BUILDING PE RMIT DATE 19 PERMIT NO. APPLICANT ADDRESS IN0.) (STREET) (CONTR'S LICENSE) PERMIT TO (_) STORY NUMBER OF (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLING UNITS 1 AT (LOCATION) ZONING (NO.) .. (STREET) DISTRICT ' BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT LOT _ BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR VOLUME ESTIMATED COST $ - PERMIT (CUBIC/SQUARE FEET) FEE OWNER l ADDRESS BUILDING DEPT. BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING ECODEM USTRBE APTELY R PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL.INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF 'OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIREO,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL M RS('READY TO LATH 3. FINAL INSPECTION BEFOREE FINAL INSPECTION HAS BEEN MADE. L OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS -- -- 3 HEATING IN;P ECfiON APPROVALS ENGINEERING ibEPARTMENT t {! 0 ER BOARD OF HEALT to WORK SHALL NOT PROCEED NTILTHE INSPEC-7 ol r�ERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE RIODUS STAGES OF RK 15 NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED INDICATED EP THIS CARD CAN EBE N CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTEN NOTIFICATION. - , TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS 4' CAST IRON 12"MAX. 7 - 12"MAX. P- SCHEDULE40 4"SCHEDULE 40 PV.C.(ONLY) P.V.C. PIPE - ,� • � PITCH 1/4"PER.FT. PIPE- MIN. LEACH 74-' 3 PITCH I/4'PER.FT PIT PRECAST 76• �- �9 . o INVERT e a LEACHING \ __� %'0 EL •.•7�•3,9• INVERT INVERT e . e•;' PIT OR 7B, 7¢1 all SEPTIC TANK ERT DIST. V c w _ . EQUIV. ,•e INVERT /Soo BOX o; EL. j3.5¢ GAL. INVERT INVERT 3.ova 0: :i: 3/4��T0Il/2. W N6 ` �-� � 74' EL.,71,P.7 .-. ww �z•t, 8Z• �J -� , o EL7o.00 �o �- WASHED 73 , L�.�7oe � STONE Z-Z, T o / Ad --/.gt! DIA�7 &W.4>O.vrb�'e'Z> �.y-.O• - _- - _ b PROFI LE OF GROUND WATER TABLE o , T_� \ G o SEWAGE DISPOSAL SYSTEM _NO SCALE S0, 1- T 4)�� SOIL LOG WITNESSED BY : 6b DATE '�L. ??!1��/ TIME. .Z.00PoN G/�fa BOARD OF HEALTH r TEST HOLE I TEST HOLE 2 3MA.S . 'LG m b ) 74.ao . . ELEV. 7G. c ENGINEER / t� N i ELEV. . . . . . . .. .. . � . . . \ , - . . �r Z'=r- �� I mac• � �`°1= y� s��y,��Z- � i DESIGN DATA ' 7a'� r CL�ir�/ NUMBER OF BEDROOMS . . . . . . . . . . . CIO ` r// Q 70-0o �•7o,�ja TOTAL ESTIMATED FLOW . . 33d - . GALLONS/DAY �/ I o BOTTOM LEACHI NG AREA �'�`3'9 . SO.FT. /PIT/C',/�� I � TEST M/ i I� / �1 / s A+6GGl SIDE LEACHING AREA . . .�3�'-�. . . SQ.FT./ PIT/3Z j,� G/?D, ColtT45� .Sgn/D I '� S•9��I� GARBAGE DISPOSAL (50% AREA INCREASE) Z SS, TOTAL LEACHING AREA . . . . . . . . SQ.FT 1 i �z_64.�9O PERCOLATION RATE LE55 7W�.�!4 MIN/INCH493 I /�z" Ez,G3.oa 19r4•" LEACHING AREA PER PERCOLATION RATE .! SQ.FT ft.,0,P 1, U 1 4,�p d ,.Q. .WATER ENCOUNTERED �I Q NUMBER OF LEACHING PITS :qe-�E- APPROVED . . . . . . . . . BOARD OF HEALTH DATE . . . \ Ip AGENT OR INSPECTOR / J ��I\1E eta OF i 'Plo. 26100 �EGtlZfi 1OZ14-i.i 26T;— L, Q L, 3 3 G ' PETITIONER .v- �'!� � Pj �� 1 �� a �:.� l � c�.,� �, i TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS "� 11 C �rn�r /mw' 4 AST IRON 4 SCHEDULE 40 MAX. 12"MAX. 1 P.V.C. PIPE 41`SCHEDULE 40 PVC.(ONLY) - - `>�'LEACH � PIPE- MIN. LE ° PITCH I/4'IPER.FT. '�¢� 3 3 o PITCH 1/4'PER.FT. PIT PRECAST • /.' c LEACHING ` INVERT a �_ 74` o EL...7�..3�. INVERT INVERT e . e•i PIT OR SEPTIC TANK DI ST. ,.n INVERT EL..7-3s-37. BOX EL7o'fo j= ;:; EQUIV. /Soq. .. .. GAL. INVERT INVERT 3.aW w o' :i: 3/4'ITO II/21 l �� '�1 �'�' -, 741 1 EL.?/.•O7 EL 70,.61Rwo �• WASHED 8Z \ �' 12 w STONE - "`- DIA7q 1 PROR LE OF GROUND WATER TABLE mG, ' 0, I o �� bU / \ 1 ( 1 SEWAGE DISPOSAL SYSTEM NO SCALE S 1 \�� At"614L i SOIL LOG WITNESSED BY • r�sT u Z;oo P� ,�oiv G/Gla/Zv .�,-S, sc� �3 Q� I DATE:`�R��-. . �/1�.�'./ TIME. . . . . . / BOARD OF HEALTH � 0 .'``� / t � � i I j TEST HOLE Ig- TEST HOLE 2�3 - ENGINEER b' per, �G"/ i. 6 � N v 0 ELEV. . . 7G.ao . . ELEV. .��.•!4. . L IiY DESIGN DATA ooDGoi}s s i 7a,� CG'`jY 7L,/ ee NUMBER OF BEDROOMS 71,rJo TOTAL ESTIMATED FLOW . . . .•3d . GALLONS/DAY I / 1 ! BOTTOM LEACHING AREA SQ.FT. /PIT/G',/�D� _ / �. a �44- ! SIDE LEACHING AREA . . .�-3/'.�. . . SQ.FT./ PIT 3Z S.q"Z> GARBAGE DISPOSAL .N4A-19.(50% AREA INCREASE) S.q-,yp TOTAL LEACHING AREA .Z�'S 8 SQ.FT EZ.63,o o so PERCOLATION RATE MIN/INCH /•>Z /44� �2,64,• 1 , LEACHING AREA PER PERCOLATION RATEjBSQ.FT.�C,P.1>, G N4. .WATER ENCOUNTERED / v1 / 'I4-, NUMBER OF LEACHING PITS 4 / Q1 APPROVED . . . . . . . . 2 BOARD OF HEALTH DATE. . . AGENT OR INSPECTOR _ F4 -01 s�, ZN OF '9, / E,t/ 10 o EDWf.-iL jtT LLEY Jo. 26100 y ff . . . . � 'PtECI$ E �i�//S � t LR�`yp��`a �� i PETITIONER : C �• 79 •43. . oI3�72M �/. . 8ti ao1