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HomeMy WebLinkAbout0044 DORCAS DRIVE / 4 �� + , 0, �' r , . � "; , 400"A : � p. �, ' N, A 4, e w 4- „ Y L b LAWO o r k � f2E 'W i P 1 :I'.. . y1 P° w d C• e1= p r r 6 n a �x P ,. w -> ., t - p `+f ? Y o-:,',',�4 , x: a :. p 9 J I a a: # lvl? 4'. Jy'.. 7, ., .. 1. i S-c1r y % .,:p - ay C s, ., % ', ❑, a ,' { , 4, 1. k R v ia' y P y ,. .x,'.: ion C -0 'a': AN , ;'� y_: rt , ,. a , ? r,..,+ x,...:..:fin. > ., , .h, l.. - 't a ..♦ , iP'. , ,.r._.. a. .'.{ ..+ .. ,.. .:.a-.. ; ,.,r, M .. ..-., , ,,,, „ ,...,::. 4.,- r ....; Y ,. Y Y u,t• i 1 - ,t�:i 1 �' ,F-:i: ...,,..r.., W ,fi.. ....:.. Y ., 1 -:", x , :tail e ,- r- 1 W ".,..",. >:.. .t'. .- ..:.... - is. ,e ..:..,, , .<.,.,.. ... ..:Y...f. ,..., ,i, ............. ....... is;r. ._. .I3. ,... ,... - i..l.. ,,.: , Y':.'. 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Y A: , y ;: Town of Barnstable Bt111d111 � . . - PostThis Card So That it,is'Visib;le Fromahe Street _A;;proved'Plans::Must,be Retained on Job and;this Card Mustbe•Kept M 6 PostedUntll Final Inspection Has BeenMade r G Permit �s �Where�a C rtificate of Occupancy�s Required,such:Build�ng shall Not be`�Oc.�{cup�dunti�a�Fnal'Irispection has;been�m`a'dAe^� ; Permit No. B-18-362 Applicant Name: Carl Rebello Approvals Date Issued: 02/09/2018 Current Use: Structure Permit Type: Building- Insulation- Residential Expiration Date: 08/09/2018 Foundation: Location: 44 DORCAS DRIVE, BARNSTABLE Map/Lot: 277-038 Zoning District: RG Sheathing: 5 _ � Owner on Record: WEST, PETER W& DEBRA J Contractor Name '`Carl J Rebello Framing: 1 Address: 44 DORCAS DR Contractor License CS 084358 2 BARNSTABLE,MA 02630 �- � 3 Est Protect Cost: $4,039.00 Chimney: Description: Insulation Air Sealing& Door Weatherstri in Permit Fee: $85.00 P g PP g Insulation: &; . Project Review Req: 41, Fee Paid:;, $85.00 . Date: 2/9/2018 Final: x Plumbing/Gas Rough Plumbing: °Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work auth�onz6&by Yhis permit is commenced within si>gmonth aftertissuance. Rough Gas: All work authorized by this permit shall conform to the approved application' nts for w ZMF 6nd the approved construction docume ch{ this permit has been granted. . . � Final Gas: All construction,alterations and changes of use of any building and structu s shall be,in compliance with the local zoningiby laws�a d codes. This permit shall be displayed in a location clearly visible from access stree'Cbrfroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. A R �� Electrical v �R Service: The Certificate of Occupancy will not be issued until all applicable signatures the`f6 ilding and Fire Officials are provided on th s permit.by Minimum of Five Call Inspections Required for All Construction Work: Rou h: 1.Foundation or Footing_ x_ ,,�,�. .s., � g 2.Sheathing Inspection Final: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. 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: p� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT N7;P J Town of Barnstable REc�bi--. HAWMAULA200 'Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-362 Date Recieved: 2/6/2018 Job Location: 44 DORCAS DRIVE,B'ARNSTABLE Permit For: Building-Insulation-Residential Contractor's Name: Carl J Rebello State Lic. No: CS-084358 Address: , Swansea, MA 02777 Applicant Phone: (508) 567-4109 (Home)Owner's Name: WEST, PETER W& DEBRA J Phone: (508)362-1372 (Home)Owner's Address: 44 DORCAS DR, BARNSTABLE,MA 02630 Work Description: Insulation, Air Sealing& Door Weatherstripping -- t � Total Value Of Work To Be Performed: $4,039.00 0 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S..officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. 1 hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Carl Rebello 2/6/2018 (508)567-4109 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $4,039.00 Date Paid Amount Paid Check#or CC# Pay Type �._.Total Permit Fee: $85.00 2/6/2018 � $35.00 Paypal .......�_.. �,,Paypal Total Permit Fee Paid: $85.00 2/6/2018 $50.00 Paypal i Paypal THIS IS NOT A PERMIT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma -� Parcel - 'Application # p Health Division Date Issued �- Conservation Division Application Fee Planning Dept. Permit Fee l V�'t' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village 1641ZA 5:eA-ff e Owner Address Telephone 6�o E3)36;7,'13`7 71 Permit Request AL7£R&kj UJY-r+i_t, Poor -ro-P r4us7et dh•occn/j ;jtS-Tovtn Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Mu '-Family (# units) �?FwCo Age of Existing Structure Historic House: Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 0 Full ElCrawl ❑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 inclu ing baths): existing new First Floor dr 4m Cour_l Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other , x.. r` ; Central Air: Yes ❑ No Fireplaces: Existing New Existing wo'o /coal st<ue: 0les q No B ge: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing,.❑ new, size 6 Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other cam ' 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 c Jg:soA 5-roo Y Telephone Number 5-06 . �23 7 9 �� Address g 3( tt7 A-(rJ License # G SF �9OeZ� Home Improvement Contractor# 140,360 Worker's Compensation # 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ` rA 4� 4;'rC5_A._ S•-rA—irr e 1 SIGNATURE DATE r F FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED? MAP/PARCEL=NO._ ADDRESS VILLAGE f OWNER DATE OF INSPECTION: 1 -- FOUNDATION - t . FRAME s' INSULATIONS i � FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' ROUGH ,;r," t: FINAL f` '� ..,:� FINAL BUI�D:ING.; L ••:x�' ..> �± i !j DATE CLOSED OUT ASSOCIATION PLAN NO. k v r GENERAL NOTES: ' 1. PANELS ARE ATTACHED TO E)"ROOF W STRUCTURE WITH&'X V SST HEX LAGS 4r OC.TYP. 2.ALL RAIL AND MOUNTINGS ARE RAT®FOR p p 110 MPH WIND LATERAL LARDS 8. EXISTING ROOF FRAMING CONSISTS OF h rW RAFTERS 18'00 4. PLANS ARE DRAWN FOR SOLAR INSTALLATION ONLY.'ALL DETAILS ARE NOT SHOWN. s 3 TRLE: PLANS PHOTOVOLTAIC 827 WATT MODULES FE)"CHIMNEY IV SPAN c EXPG rxg* RAFTER ,rH 8H2 PITCH co or. agaum Mwr Aml GENERAL NOTES: ' 1. PANELS ARE ATTACHED TO EXMi ROOF W STRUCTURE WITH 4'X 6'SST HEX LAOS 4r OC.TYP. 2.ALL RAIL AND MOUNTINGS ARE RATED FOR p gig F 110 MPH WIND LATERAL LOADS S. EXISTING ROOF FRAMING CONSISTS OF F `, rW RAFTERS 16'OC t 4. PLANS ARE DRAWN FOR SOLAR INSTALLATION ONLY.ALL DETAILS ARE NOT SHOWN. TITLE: PLANS PHOTOVOLTAIC 827 WATT MODULES EXTG CHIMNEY 1s'SPAN ° EXT'O rw RAFTER 18'OC 9fl2 PITCH 4-1 ors aka" Orr: Aml GENERAL NOTES: 1. PANELS ARE ATTACHED TO EXT"G ROOF STRUCTURE WITH&,X 8'SST HEX LAGS 4e, OC,TYP. 2.ALL RAIL AND MOUNTINGS ARE RATED FOR p p fir 110 MPH WIND LATERAL LOADS p �j S. EXISTING ROOF FRAMING CONSISTS OF 4Z a 21M RAFTERS 18'00 4. PLANS ARE DRAWN FOR SOLAR INSTALLATION ONLY.ALL DETAILS ARE NOT SHOWN. TnlE. PLANS l� PHOTOVOLTAIC 827 WATT MODULES EXTG CHIMNEY I SPAN ° a ExrG 2W1""�iG`(J RAFTER 18'oo . SM2 PITCH . ors aaoatow Aml GENERAL NOTES: 1. PANELS ARE ATTACKED TO EXTO ROOF STRUCTURE WITH&X r SST HEX LAGS 4B' OC.TYP. 2.ALL RAIL AND MOUNTINGS ARE RATED FOR p p 110 MPH WIND LATERAL LAYIDS 8. EXISTING ROOF FRAMING CONSISTS OF 21W RAFTERS 16'00 4. PLANS ARE DRAWN FOR SOLAR ; INSTALLATION ONLY.ALL DETAILS ARE NOT SHOWN. TIRE: PLANS PHOTO NPOWER TAIL 827 WATT MODULs E)"CHIMNEY 18'SPAN o EXTG 2w RAFTER 1sT enz PITCHCHcH 4-1 Oft Oka" Aml 44 Dorcas '7r, Barnsia6fe. MA 0263d; USA C:�c�c��le earth ' earth 'eel 100 Sle 1 15 Maximum Span Calculator AMERICAN WOOD COUNCIL for Wood Joists & Rafters www.awc.org Species race-Pine-Fi Size 2x - - - — - --- Grade No. _.... Member Type Rafters Snow Load Deflection limit L/36 Spacing(in) 1 - - - Wet service conditions? Exterior Exposure N Incised lumber? Snow Load(psi 25 Dead Load(pst) 1 Calculate Maximum Horizontal Span Go to Span Options Calculator for Wood Joists & Rafters LIMITS OF USE HELP r RESTART Span Calculator for d Wood Joists and Rafters sPAN available for the Whone. Span Calculator for s Wood Joists and Rafters E also available for the Android OS. The Maximum Horizontal Span is: 14 ft. 4 in. with a minimum bearing length of 0.6 in.. required at each end of the member. Property Value I Species Sp ruce-Pine-Fir Grade Size M Modulus of Elasticity (E) 1400000 psi Bending Strength(Fb) 1388.62 psi Bearing Strength(Fcp) 425 psi Shear Strength(Fv) 155.25 psi S U N e SOLAR PANEL 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market today, SERIES providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system:output REDUCED INSTALLATION COST Mare power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROUST DESIGN SunPower's unique lblaxeonT^"cell THE WORLD'S STANDARD FOR SOLAR`"" technology and advanced module design ensure industry-leading reliability SunPowerT"' E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower Maxeon'cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per- peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 6 5% r t o • o THIN FILM CONVENTIONAL E E E MAXEON'm CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented all-back-contact solorcell, providing the industry's highest O efficiency and reliability S U N ROWE ' • SOLAR PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA "� ; {E IN CURVE l Measured at Standard Test Conditions(STC):irrodiance of 1000W/m?,AM 1 5,and cell tempemin—25°C f ] 1000 W m2 at 58°C Peak Power(+5/-3%) Pmax 327 W __ . i I ------ ) 6 1000 W/mz- Cell Efficiency n 22.5% ) Panel Efficiency n 20.1 % 4 800W/rtr� — - -- c Rated Voltage VmPP 54.7 V I 3 _ Rated Current ImPP 5.98 A v 2 500 W/rnz I Open Circuit Voltage VoC 64.9 V I ). 1 — 20DW/m2 k Short Circuit Current Isc 6.46 A I 0 . l 0 10 20 30 40 50 60 70 Maximum System Voltage UL 600 V Voltage(V) 1 Temperature Coefficients Power(P) -0.38%/K Current/voltage characteristics with dependence on irradiance and module temperature. ) r� Voltage(Vac) -176.6mV/K F.-.___. _._.__. .._.__ Current(Isc) 3.5mA/K !' _` — - -- --- ---1 ____---- �,. _______ __, € TESTED OPERATING CONDITIONS _ t NOCT 45e C+/-2°C! Temperature -40o F to+1850 F (-401 C to+85o C) Series Fuse Rating 20 A t i 113 psf 550 kg/m2(5400 Pa),front(e.g.snow) Grounding ti Positive grounding not required Max load] w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back l _._ (e.g.wind) (4 Solar Cells- _ 96 SunPower MaxeonT""cells - _T T ! - _,-._.._ __ __._._..,.,_... r Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph (23 m/s) anti-reflective(AR)coating__ Junction Box IP-65 rated with 3 bypass diodes -- .-- M -- -- Dimensions: 32 x 155 x 128 mm [ WARRANTIES AND CERTIFICATIONS - _ Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties J�25-year limited power warranty I I Frame Anodized aluminum alloy type 6063,(black) I I 10-year limited product warranty Weight _ 41.0 Ibs(18.6 k ) Certifications Tested to UL 1703.Class C Fire Rating A` DIMENSIONS I 2X 11.0[.43) MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES - L— 2X 577(22.701 180[7.07] (IN) 12X 06.6[.26] lOX 04.2[.17] 30[1.18} — 322[12.69] 4X 230.8[9.091 �- (B) o v BII 1 V o, END _ o N N_ � -1559[61.39J —«.� - 46[1.81] —� ��--- (A) �- 915[36.02] ---�-� -- 1200(47,241 — t 12[.47] 15M[60.45] - I Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks s u n powe rc o rp.C o m of SunPower corporation in the US and other countries as well.All Rights Reserved.Specilications included in this datmheet are subject to change without notice. Document#001-65484 Re08/LTR_EN CS 11 316 0 SolarMG= urdracCode-Compli =imwaatimmwujaZ d UNI C Step&.Deterndnethe UpMPaftt>lead,la fibs),at each comection based one-Van You mnst also consider the Uplift Point Load,R(!bs),to determine the required lagboltattachmenttotheroof (b stare. Table 11.Uplift Point load Calculation Total Design Load(uplik) P _ I'd Step! Module length perpendicular rails B x ft Rail Span: L x ft Step 4 /2 Uplift Point Load P, IS Table 12 in ' roof I lagputl�out� des(tbs) typical t8ttber(AM) ttse Table 12 m select alag bolt size and embedment depth to, Lqsaewg=fwaff= satlsfyyourUpIdPointload Speak 3/,a * Forte,R(Ibs),requrements• Divide the upliftpointload(from gravity perbtdrtiveaddepth Table 11)by the withdrawal capacitgin the 2nd column of Douglas fair,Larch 0.50 266 Table 12. This results in inches 1?ouglast4rsouth 0A6 235 of5/161a�gboltembeddedthread depth needed to counteract the Engetmann Spruce,LadgepolePine _- uphftforce-ifotherthanlag (MSR 1650f &higher) 0.46 233 1":,;, boltisused(aswithaconcrete_ - or steel),consult fastener mfr Hem,Fir,Redwood(dose grain) 0.43 212 documentation. Hem,Fir(North) IL46 235 Thmad Southern Pine OS5 307 IeistheinstalleF'sYesponsi tq depth to verify that the substructure Spruce,Pine,Fir 0.42 205 and att achmentmethod is Spruce Pine.�' strong enough to support the S ru 2 i Pinen psi and higher �P�loads calculated grades of MSR and MEL) 0.50 266" accardmgtio Sty 5 and Step 6. SouromAmerimn Wood Cmxg NOS 2OUTabte 112A 1132A.. Mates(1)7hra d nestle enrbedM in the side gnair;ofa rimer oratherstnttaaal member bmWdwM the btr�rgstnrtuae. (2)Lag bob must be bested In thenuddfe tlmd ofthe swmairal men*m (3jThese mitres are not vaW for wet servue- (4)This table daes not include shear capacities. (f neommy,corita¢a local engineer to specify log boh sae wfth regard to shear fig . ..:, (3)beta!l tog bola with head and washerfludi to wrface(aa g*Do not over-wWe. (6)Withdrawal design vabres f brligsaaw omecora shat>be raukoffed by applicable a4usanera f6ums if ma smw SeeTable 103.1 in theArrerfrmr Woad Counal NOS forWoad Construction Vse flat washers with kgsuews. 13 a GreenFasten`'GF1 —Product Guide Cut Sheets:GF1-L 812 R E• i - 5: =— — 5/54 — — DETAIL A ; 't --fi"— SCALE:21 u j Finish Options r BLK=Matte Black MLL=Mill Finish 877-859-3937 committed to the support of R-mewable Energy 0 EcoFasten Solar All content protected under copyright.All rights reserved.16/1712013 32 t r i STANDARD RAIL L FOOT n - 3 "8-16 X HEX HEAD BOLT 3/8-16 FLANGE NUT � ajv ; 17g' 0 MDA(�� 000 Installation Detail 0 —----- ©20as UMPAC, INC- SolarMount Rail ,4„ ��► 9 ME L Foot Connection ALMQUMIUF-KM 87102 M PHONE 505242 JS4-11 UMRAC-COL, URASSv.-0002 8• ti '� g � c m �.� d c o � - ✓'.s•' • 1_-Foalmatede.One Of1he 110HOWhV adiuded atu ninum alloW 6005- TJ,b105-75.60b'1-Ta '. UtMmata terrm-le:38ks%YwId:35 W Flr#dz C learorDarkAnodmd L Footweight vanes based on height-0215 lbs Wg) r Allowable and design loads are valid when components ate assembled with SdarMount series beams according tD a MOfiz ed ' Bolt UNIRAC documer fs- r . L-Foot For the beam tD L-Foot connection: •Assemblewdh one Amm F593'/6--t&hex head saaw and one srraledli�(/ -_ _ AM M F594 risen-ated tinge rn Flange ll[ �` Use anli-Selze Resistance tacb�rs and d to 30 ,of ioorque safety fa t=are determined accordnrg it}part; � I sewn 9 of"200Altunk m Design Manual and gfud-pwWtest Y - resultsfinm an lAS amredbd iaborabmy x !VOTE Loads are given for the F-Foot fo beam connecfton only;be SUM to check load Emits for stWak lag screw or other - attachment method 3 Applied Load Average Safeip Design Rice �sor� i Direction Ulfnmate Allowable-Load Factor; Load Factor, '�xaaaQu FS lbs(N) cA STrdmg,Zt 1766(7856) 755(3356) 234 1141 (5077) 0_ 649 Tension,Y+ 1859_(82�) 707 C3144) 2.63 1069(4755) 0.575 Ounenwons ed in inm uniew noted Compression,Y- 3258(14432) 1325{5893) 246 2[J[14(89Y3) tt615 Travel Xa a86{2162) 213,(949) 228 323(1436) 0_664 RANGE NUT END CLAMP a OP MOUNTING FLANGE NUT CLAMP MID CLAMP . T-BOLA a UGC-1 CUP T-BOLT SOLAR MOUND RAIL T-BOLT UGC-1 CUP.. �-----RAIL 00 N .000 00 Installation Detail ©2008 UMRAC, Mr EM- SolarMount Bail �,, °° 9LVD NE Top Mounting Clan ,uaaQmwao- w" vim a PHONE 505.2V-66-11 Universal Grounding Clips UNIRAC.CflM - URASSY-0006 c f �. m= Ran u�1 Cfr�s-Tt l� at Cwmp.dcra• ?/ZIZOt a===-Z AM Jun 02 14 08:49a � West (508)362-1372 p.1 10. ENTIRE AGREEMENT SEVERABILITY AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceatle, the parties agree that aR other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. Date jijssoo Stoots.for El S lar Inc, Contractor Date Debbie West . VV/ Date Peter West Photovoltaic Contract Page 9 of 9 E2 Solar Inc.,Contractor Debbie&Peter west Owner TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 277 Parcel 038 Permit# Health Division Date Issued Od Conservation Division iQ1 Fee 7 i Tax Collector SEPTIC Q1 - _ V INSTALLED N COMP MUST BE LIANCE Treasurer 1 5 WIN THE 5 Planning Dept. - ENVIRONMENTAL CODE AN Date Definitive Plan Approved by PI nin Board �� TOWN REGULATIONS ,� Historic-OKH Preservation/H annis e oP Project Street Address Lot 6,,Dorcas Drive Village Barnstable ' Owner Peter W. and Debra West Address 10 Pawkannawkut Drive, So. Yarmouth, MA Telephone 508-398-6193 Permit Request 3 Bedroom, 2 Bath, Single Family Home with 2 Car- Garage Square feet: 1st floor: existing proposed 936 2nd floor: existing proposed' 1,226 Total new 2,162 Estimated Project Cost $120,000 Zoning District R Flood Plain No Groundwater Overlay No Construction Type Wood .Frame Lot Size 65,459 Grandfathered: ❑Yes )�'No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Age of Existing Structure New Historic House: ❑Yes bdNo On Old King's Highway: Yes ❑No Basement Type: ❑Full 0 Crawl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 936 Number of Baths: Full: existing new 2 Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths):existing new 6 First Floor Room Count 4 Heat Type and Fuel: XGas O Oil ❑Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes )(No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Anew size 576 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNO If yes;site plan review# Current Use Proposed Use BUILDER INFORMATION Name Douglas W. Lebel Telephone Number 508-778-4700 Address 5 Hayward Road.. License# CS-008124 Centerville, MA 02632 Home Improvement Contractor# 124559 Worker's Compensation# WC4-0121281 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Licensed Landfill SIGNATURE DATE October 15, 1999 — FOR OFFICIAL USE.ONLY t• — -* , — — a PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS — VILLAGE `' OWNER DATE OF INSPECTION: i. FOUNDATION 'Z O _ { ' FRAME — INSULATION `�OO�`�7 a # F • a i FIREPLACE _ ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH- FINAL- GAS: ROUrGH .� 'V ' FINAL — r t l FINAL BUILDING DATE CLOSED,OUT ASSOCIATION PLAN NO TOWN OF BARNST,ABLE f , CERTIFICATE OF OCCUPANCY PARCEL ID 277 038 GEOBASE ID 43512 ADDRESS 44 DORCAS DRIVE PHONE 'g��.►��8 c� � ZIP - LOT 6 BLOCK LOT SIZE _ - DBA DEVELOPMENT DISTRICT BA PERMIT TYPE 47145BCOO TITLRIPTION ERTIFI FAMILY T �QFDWELLING' - O CUPANCY BLDG. PMT_ 41729 CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services j TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE Pff Ei. * BARNWABM MASS. 039. is x ED� IL DI►V BY N 1 DATE ISSUED 06/30/20.00 EXPIRATION DATE IL TOWN OF 'BARNSTABLE PARCEL I'D 2717 038 GFOBAS)E 11) 43512 ADDRESS 44 D�RCAS DRIVE PHONE zip LOT BLOCK LOT SIZE D.-, DEVELOPMENT DISTRICT PA L J[PTIC-IINT SINGLE �M PERMIT 4' 7'" 9 DESCR FJ'A T LY' DWE"LING SEPTIC NI'­)'_9! ---t38 0 PERMI11" TYPE,' PO'l LD TP IT L E NEW RESIDENTIAl'i BLDG DINT Department of Health, Safety CONTRACTORS: LEEEL,, DOUGMAS W_ ARCHITE"CTS: and Environmental Services i 'l- TAL FEES: INE BOND "ONS"PRUCTI'CIN 2 000 C,Q 101 Sa STABLE4 MASS. 1639". & FD _ BUILD 1,NIqD1V1S10N BY DATE ISSIJEI:_ Dr.,/1'!3,/1L-)919 E", THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE 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 FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. I MOM 01 P1*41 k 9[-.JUT ■ BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS z000 2 /11_00Q 2 � 2 V( c) <Z'-�* (alzolo 3 1 ATINWINSPECTION APPROVALS ENGINEERING DEPARTMENT C) 2cGC-D�f F HEALTH OTHER: A SITE PLAN REVIEW APPROVAL V I 0 WORK SHZNOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS,ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE.. TION. Indusionary Affordable Housing Fee Property Owner's Name / a77 Project Location �aS / /VF l lU 038' Project Value Permit Number Planning Dept. INCLUSIONARY HOUSING' FEE $ o J PAID PLANNI. G EPARTENI' �:....+.:r^-atir..�a...L-.,•b" Y.� �- � .. �-..- -.-�-..-- r�..:.r -^-�- -• r..✓,...,��� -•' --ram-. t.;, .«,,....'L�•,..._�j--. ��JL'r+..�.��.�`NV�.+ `oF,HE► �� The Town of Barnstable BARNS'fABLE, • Department of Health Safety and Environmental Services 039. -MASS. g p�EOMPy� Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection `�— Location "� � d'�-� S Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: C.(()Se, r-IP -r,0,0 rL,- 1Gt.j X.,N-e,—j n-�L D ( ,A 7N I, r. �A ll c a A k V r 0 0)-e e-la, 4, 1 (A.,Ad r &Ie Please call: 508-862-4038 for re-inspection. Inspected by <t—,,— Q�� Date I �" (qo Off t .r i '�y z Gay F .Q1001 D1�� PIZ 2 t V" rare 11 t yt TO THE IIEST OF MY INFORMATION, "AS-- BUILT" PLOTr PLANt. ;j KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS, All __ SHOWN ON THIS Y PLAN HA$ BEEN LOCATED ..,0 11. % ` �� �� ��� S"o y� GROUNDDATE arc Z 3,./9 g y SCALE S INDICATED �R° ''��;"°� � ' rP .i' trt s i3 YrS rt`'�� JOB_17Z j-o CLIENT SWEETSER ENGINEERING , n{{. 235 GREAT WESTERN ROAD r' P.O. BOX 713 ° DATE PROFESSIONAL LAND SU SOUTH DENNIS, MASS. RVEYOR 398-3922 02660 (FAX) 398-3063 r4 SMOKE DETECTORS O.K. NA/ STABLE WILDING DEP,TEm _,,�- �I •� II �.iFTn—E-�'`- :4�LLJyIcss Ru.�aV 1 . LEFT E1_IZVATI0N a + J .� _-- __ wrn unan h•vml—- au sto agnr }•.r su..xecc. _ ... 1 I.. f0rr ' ..._.__._ ... . . �.11 LU 3 ' � � � '� � .ri�n:n,rr w•n.,«a uya.n ey oc o.,r.m nry.nny e r 1„uruly�romar ' r4 • 1 I t IAAsTM SUITE _ 4 r,—ij[>wl m a r: I(/.4" I: '�� i:A' ..'•-. f:w•' [:10 T:2' ,.2.. i •:ID _ l.>aTaAr/Iti` T• l-y � r " I i.• ✓ _/_. _ _ _ _ _ It V� rem. vvuT ! - [CF7FF y . �i K"• ETtOCG QIO , wAfC 4raaor�uS u:o.• EC.TIO A A $ N pyE ACFNT 1[ITtHEN \ r b [i la:a.�aGs•---- D A O ARA Ax. i e �.sa lucfa:-,:;/ 6 •-nT.swrPluS. 50"428 ..+. o svl 1.\ o� ,•C.O. ta.e. _ .. ... " 1 �I 17-7 .i[f.arLm.w,G..a lam. �usfw Y 4G, m .opf.�om 5 An a'9TE .a:..' .\: D:O I \:> ♦:.� il.a'erewrr.uS. ae... r •.<caL_.ea .N'T.c.W'NlccTmcc ._..FAMILY jJ�4- � I p i I _ Al 3 Igavu>r oe o....I Any a ur pronm�le —�waru>Lr LRwS��a —.ra r�xw000 ----rer.!�eur ceGc Y i i __sae Usicur)- ' _ ___ir G;rd.61LL wISthFG ' .WATE2.T46'LE lm e:u• a'.O ' i I I i i j. .• I i OI •A:rpML.RrLLa6 r.Ol. •' Cai U!}�( ll..� i1"l Iwa..Tbrc,ea.•� 1. - <3311oq•!pr�rb All p�TM.. r 1 � - I er oco. w„ra ur prommr• oF�� The Town of Barnstable • •aiuvsTnsi.E. � Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 22, 1999 Re:Lot 6 Dorcas Drive,Barnstable ~` To Whom it May Concern: ti Based on information submitted to this office,it appears that Lot 6,Dorcas Drive is buildable from a zoning standpoint. Sincerely, jr Ralph M.Crossen Building Commissioner RMC/AW