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HomeMy WebLinkAbout0017 WHITE MOOR i':7 Gv h% h?avr Town of Barnstable i' ufll�lIlg 60c,"4:04f..., ..,-.s..- n^:..«q• .rr, ar:-. . 4i,i3e .,y�«.. ..�... ,..-..1. ,..�-..,R ,. t 1 (. -,Post This Card So That it is,Visible From the Street Approved Plans Must be Retained'on Job and this Card Must be Kept 4 �"'" Posted Until.Final Inspection Has Been Made �,� � I IP ° i63 �'9. � Where a Ce'rtificate'of Occu anc_is Re uiredsuch Building shallx �``�n.,�ia�" � p y � q g Not�be Occupied until a Final Inspection has been made." �"��� Permit No. B-20-738 Applicant Name: James N Jensen, III Approvals Date Issued: 03/19/2020 Current Use: Structure Permit Type: Building-Deck Expiration Date: 09/19/2020 Foundation: Location: 17 WHITE MOOR,BARNSTABLE Map/Lot: 317-066 Zoning District: RF-2 Sheathing: Owner on Record: PHILOS-JENSEN, MATTHEW J&KATELYN M Contractor Name: James N Jensen,Ill Framing: 1 Address: 17 WHITE MOOR WAY Contractor License: CSFA-047490 2 BARNSTABLE,MA 02630 Est. Project Cost: $4,000.00 Chimney: Description: Construct Free Standing 10x18 Deck Permit Fee: $ 110.00 f Insulation: t Project Review Req: E Fee Paid: $ 110.00 Date 3/19/2020 Final: S'1NI2-o ,,,\fx_"�0 Plumbing/Gas Rough Plumbing: i- . -. _ \Building Official Final Plumbing: ' This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for whichhthis 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. i 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 , ��- 2.Sheathing Inspection �.- ---- . Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 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: "Pers ns co acting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). cE• Fire Department - Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final. J i I . t ot M:,;;‘IG DEPT. Application Number...c(. 7 " 1SS .. * BARNSTABLE, ` I l', ;;9\ 0 9 2O20N.4659.5 Permit Fee Other Fee...TO'�' �� OF BARNSTABLE PermitTotal Fee Paid ..1/D -01.) �QrK..`� � al 12,o Z o TOWN OF BARNSTABLE Permit Approval by BUILDING PERMIT ivia, ,Iq- .Pare n (e le APPLICATION SCANNED _ Section 1 — Owner's Information and Project Location MAR 2 0 2020 Project Address /-3- I" V he) a.- Village V\S rO 6 be. . ' Owners Name In etT4 sew - a ►'irt Vt fiD i y A M tilk'Ins — vi .c•-e vv Owners Legal Address I - 'tL) In i - o M p o w V)01 City a.\--tA �i'a ( State M (4— Zip OR,63D Owners Cell# _C-.F) g? -4 v 4, t3-5 E-mail IA?L\10 S'(Z VVVa.L I • an lnA ISection 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ESingle/Two Family Dwelling Section 3 —Type of Permit I 0 New Construction ❑ Move/Relocate 0 Accessory Structure 0 Change of use ❑ Demo/(entire structure) _ 0 Finish Basement 0 Family/Amnesty 0 Fire Alarm Rebuild "Deck Apartment © Sprinkler System ❑ Addition 0 Retaining wall 0 Solar 0 Renovation 0 Pool 0 Insulation Other—Specify . ISection 4 -Work Description 0ANv.ecv i Yc_ �r',?__Q S 4-est vk A t c IO X 1 P 37 T.s.ct....tom- 11/1 Snot R Application Number........... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) • 110 MPH Wind Zone Compliance Method �--- ❑ MA.Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring [] Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public 0 Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: , --u\ Inc � I am using a crane ❑ Yes 1J No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No �J Section 8—Zoning Information Zoning District Proposed Use Re s die A fi a( Lot Area 021 3S�C7 Total Frontage I a 5 Percentage of Lot Coverage � #of Dwelling Units(on site) Setbacks Front Yard Required oZ S Proposed Rear Yard Required /S- Proposed Side Yard Required / S Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes El"- No Last undated: 11 n inn]2 ' Application Number I • Section 9- Construction Supervisor Name ors w s 0 . �-e vv.s-e Telephone Number, Sos) 3 6 ci C a 9 s Address -s S-- V) t i(b u0 J-4- City (l l0 s 13..,r-A_ State M iAr Zip O r t, 6 License NumberS5A--0`I4.490 License Type (-Ga. Expiration Date ,-/ /2 3 4:2oa Contractors Email k)��.U.Sp ( (Lc a s r 111Me-(-- Cell# ,co•9 3 6 cp 6 8 s---- I understand my responsibilities under the rules and regulations for Licensed Constriction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date 3 /y- /2o g t Section 10-Home Improvement Contractor Name -.'crt v,n p_4 t\) . +,S D IA Telephone Number c b <S,-q (02- 5--- Address 3-5-5 \)c ( 1 n,o St- City J/Q,f- Bac--,,tcfid.(,'tState 0I1-- Zip NI4G9 Registration Number 1 f a-7_d d Expiration Date Li l l.a /p2 3 -1 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation ' ed by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.G.. Signature 1 ,V\ .' Date r Z ( T 6 n i Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date • A; ',PLIC ANT SIGNATURE Signature .�„..„ Date 3 l�/a�z� c Telephone Number S e ,.c4`f (�2.85- Print Namec.w\� R �) �r�-�s � � � E-mail permit to: _Tc-K) Tejks-e IAG-- 0-0P14,c'n C f r. IVe- I Last updated:11/152018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) 0 Historic District ❑ Site Plan Review(if required) ❑. Fire Department 0 Conservation 0 For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization I, '\p I 1„, ��,k) \P\ v ITN — AS.e. L,.. , as Owner of the subject property hereby authorize —T-IQ vv\ s L vac. vim. to act on my behalf, in all matters relative to work authorized by this building permit application for: , / ' o-c. &� Z� i "`t r-c a " 1 'v-- wl L 1 r..o . +\kb�- ,Wa: &- A S-frciL f.2 (Address of job) 144 ,ft/)ak Signature Owner date OSA/ 4ci.s` D-7040 Print Name • • • Last updated:11/15/2018 r C Town of Barnstable f; Building Department Services Sf"BLS' •` Brian Florence,CBO a�� Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, NI\ �I 442 ik) fV i^ ( \bS " (As-e IA-- ,as Owner of the subject property hereby authorize _�-v.&- V , .v1/4,S.e ,,._ to act on my behalf, in all matters relative to work authorized by this building permit application for: I -3-- VA1 cria, Woe' (Address of Job) � ) r **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 7 . Signature o ner ' S a re of ppli t fq4**(/ J; elec 3-bo4se, If - - ----0,--KA Q C IV' -172--ik 5 `e- 17' Print Name Print Name ?ID `dlo Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:08/16/17 Philos-Jensen 180 Sq ft Deck Rebuild - 17 White Moor Way, Barnstable, MA • -c; Town of Barnstable,Planning&Development Department i r t i. Sketch ofProposed deck at 17 While Moor Way 9 t ' �' (le' Old King s Highway Historic District Committee„� fi��( I r i Barnstable, M.A.02630 4 200 Main Street,Hyannis,Massachusetts 0260I (OKH APPROVED ON 02/26/20 ) ri i- Phone 508.862.4787 Finail crin.loean/aatown.bamstahle.ma.us Mkt „ %,.,. CERTIFICATE OF EXEMPTION k" n ' Application is hereby made.with four(4)complete acts,for the issuance of a Caniacae of Exemption under Section 6 and 7 of Chapter`' 'f � , , f }t 470.Acts and ResolvesofMnrtmehuaatts,1973,as emended,for proposed work as described below and an plow drawings,orp photographs { � 0 , Acomp:a wing this application 1 U i La 1 y zU _'1 Date /1 i`f/,,"‘;// Address of Proposed wort[,Assessor's Map and lap 3i7-/236 6, ff ;`�.. f Houseri I7' Street Whire I IBe'ti. Way village: L ^�cs i-v-,11.4' i III \'\ Pit m �� IIII j . II �. ~,,, This application is for an exemption of the proposed rensttnMtoa on the grounds that work: ,_,/ 7 �` ^�`� Dd will not be visible from any way or public place \e 1f( i �''•.:" 0 is within a category declared exempt by the Old Kings Highway Regional Historic District Commission -- III[,It t II ❑ Ofigip�;'1 LI , , ```� {I I I Dec[,' DescriptewofPnpased.Work: st.slr� lit ,a is(i -_,_r-,L--a- f 2u-r s(IAr- s :ilk x t t li 11111 l At yA7I1l1II! a �e Ayc/k ki'/r3U1 vc74�STC,,,,C. G4C ckvriCcV Iv 4Cc r-is pct..:n'tvt7 �2r 4 pp)t ti4. � 77uu L g [ 4 JI ,trtt 11 I II1'1 f ►i , gdh o -�3 JINNI . "ii. � v I ,�- - ��� ` ' lAgent or contractor Z� yt`r..: ' lPleuatuinty. 'lrtvr,�ex �r�u.� Tel.no.CnR:TC,� G�.2 RS- IAddress .-cS (kl)r 1lvui Si 44Jaj - 0o-u-Ac1-&(�iC M """•t owner(please pint): d.'0(.o.Le a "'�' t'Dv-' ax no. Sis'n -ZyL P? e,S 'e* r1 Owtws mailing addream 1 2 a)1.iv• Mobc-' Ai ay c-v-✓.c- Wte M r ,.:?f_ S f) '` .'' . '�'`-Vo "a�;k�<e'ty ..,$ Signed,Owner/Contractor/Agent ''� "t ,, -..�.-"-'v-- Cx s .. 6 Facer eot�trze sets of the epplicaUon omd auppmti�downtonmtion '.c^'; •`,,; U S Flung Fee(see eaacbed schedule) ! For Commi This Certificate is hereby APPROVED/DENIED Date '. ,v,.,,)IL. ....,..,�" "": ,;a ..,r-„" �1, Commis«,Membm Sign s: � Js?' �, Ike i .' F 't V d . -, _;., i , ., . .r -,4 FEB 26 2020 e . ' ,r ,e- nstabie .t 'R '.1.'a -4 4 t �i�a i ..as YY ' o .. �'4f'j + ..v, per un� TiStIOwey CondhionsofapproveL• S' i Comm Gee pt �w .tea 5'.''.. 4 n$ aA7l Exemption Fare loll • CLIENT PROJECT PROJECT NO. ISSUE DRAWN BY I I DESCRIPTION Matthew&Katelyn Philos-Jensen Matt's Deck 030120 03 7, 2020 JJ Cover Page Jensen I 1 and icapc I we Y.e..rr.'Ys'4£;9e, Property Location ( , .} f j),r 7 White Moor Way Barnstable, MA a) k ^ WZW D C TOWN OF PROPERTY MAP 4 - ' Legend a BARNSTABLE - -•Town Boundary Y w �, Railroad Tracks to t 5!' - k Buddings N I. •..+ Q9 4pc ur..400,, r1 f:*°*ti a„arnaa 1 Farling Lots F In papas z o 3 Roads U 2_ Q- 'f' 9 M ca.vd nc..: $$ U,.pa,..1O N N U Pares M,0,•• y Water Bodies O O a.•-•1 ` • - N N �- k 0 0 . N N "'.., 0 ro o M .r1 .,� 0 4 O f O Cl 1111 w N+< o r o t fv . c. M"_- _ a. ... Rft:, f E 0 k,��,��� u " "•'oil , V 1 i - f '41..4r,r'.... 1 m �J = ri , f © yo—� 3 Q i I0 in co Map printed on: a/14/20go this map is for illustration purpose.onb.H i,not Parcel line.,shown on this map an.only graphic I Town of Barnstable GIS Unit Anima-roes for legal boundary determination or representations ofoAnima-roes tag parcel.,The,are Feet regulator,interpretation.'thia map doe.Plot represent not true propmty boundaries and do not represent :tb7 Mafia Street,Hyannis.iii4 oabot N 0 333cum 667 n n-the-lemond survey.It may generalized-ut not accurate relatiannbpn t to physical objects on the map 508-864y624 C 0 an current condition•.and may rn such cfi as building Ineatiorta. a;Approx.Scale:i inch. 333 feet cartographic errors or omissions. I gic mv g ttwm.batable.ma.us in an u to c ID —1 C /� 0 2 a) d) i Jensen Landscapes Jensenlandscapes@Mac.com 508-362-2108 I TOWN of PROPERTY M , Legend BARNSTABLE Road Names a i is pr. WHITE MOOR « *e. l w *npr.sc'.i C I • r-- - (0C .ter+-... .,., - 'i N zF- ++ O ,z a y - x ' 0 0 7 7x; ! 0 0 - "'t" - N N ": ...., i in CI - 'II to 0 CD 7 F `; N' INtik.... 4z ./,-- • Oz O 0 co i _ e E-N ate.+ o IN �F CO tAir ' . t 4 "..:i 4 .4iiiik. ' ' ,4=,lr tt '54..' - LI) ... , . , - `11, , '--'.. '''' 4* 04 4 rn 0 v yf;. u , t Z ^ n ID I 03 Map printed on: 2/14f 2020 -Rus map is for illustration purposes only.It is not Parcel lines shoran on this map are only graphic Town of Barnstable GIS Unit J adequate(or legal boundary determination or representations of.assessor's tax parcels.lhey are af af — _J Feet regulatory-interpretation.Ibis map does not represent not true property boundaries and do not represent 36,MAIM Street.Hyanrus,MA 02600 03 0 42 83 an on-the-ground survey.ey.It may he generalized,may not accurate relationships to physical objectson the map 508-862-4624 N reflect current conditions,and may contain such as building locations. n j Approx.Scale:1 inch= 2 feet canto gis@town.barnstable,ma.us a v PP4 graphic errors or omissions. _ — — -- ._._._..__... a _ to N U to fri -J C 03 c Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 Al CO General Dimensions ; ` Y • L. Matt's deck I C:, 17 White Moor > Barnstable,MA 02630 a; �, la c oZS c i a) �.�% Header ,,. '� = m Decking w co ° lC v l d ii i I 110 l IJoist • r w 18'5 1/2"x10 footprint. �` 11 1 r 6'-91f8" '� VI NO ON 0 ❑ • 0 0 N N Stairs 1'8 3/8" w n la w n O in oM b a 40 g0 -v , ......-,Note 1.5"offset from house t { House lines o w a) 0 co Z J��^'`House lines 11� I 0 o G 2 I lderI I a O a E m 18`5 1t2" tin Ch Pka \—Nate 1,5"offset front house u O - to Li Notes: > X �./ Free Sending Deck,less than 30"above grade z G Check with building department on footing requirements 3; a) (depends on egress requirements) og m Prior deck was attached and removal left sill shingles a mess. c w Needs reeshinoling before starting deck consttructTson. c m c - a) • �. En _ • C c 04 4 `Jensen Landscapes JensenLandscapes©Mac.com 508-362-2108 Philos-Jensen 180 sq ft deck rrN' g ct Cd1V ' vG—ci m �J g co. \ C _> 4) a-+ ain 1. Z U co u E d ' j Egress from 17 White Moor h,� Tit Front door Garage door 0 0 Deck Slider N 0 Basement bulkhead w R inM oM �O FO tT • u Fro t door ° a)o v co t N ri o t OM O (0 N / I3 # w I 0 �'�` ,.a Ck € E Deck Slider ;T 4 m x z 2 Garage door i 3^ a L. .r L .." 4.) ,s _ c p J tn o a a lJ 2, C 05 a, Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 Philos-Jensen 180 sq ft deck ,`V.1, 6 * U ria�-VT-�� N FILE.. 2017-MIP-6768 REGISTRY OF DEEDS BARNSTABLE COUNTY FILE: 2017-MIP-6768, SHEET 2 OF 2 A CLIENT: COLLINS& CABRAL, P.C. UNREGISTERED LAND Q) El LENDER: GMH MORTGAGE DEED BOOK 28496. PAGE 126, PARCEL(S) FLOOD ZONE DETERMINATION ,--,1 I n OWNER:: GEOFFREY V. &MAUREEN H. GRAY PLAN BOOK 250, PAGE 99, LOT(S) 12 I CERTIFY THAT THE BUILDING(S)SHOWN ON THE ATTACHED PLAN HEREON DOES NOT FALL WITHIN A SPECIAL APPLICANT: MAT THE W J. &KATELYN M. PHILOS-JENSON REGISTERED LAND FLOOD HAZARD ZONE AS DELINEATED ON A FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD MAP FOR COMMUNITY DATE: MARCH 1 Z 2017 L.C. PLAN, SHEET, LOT(S) NUMBER 25001C0558J,EFFECTIVE DATE JULY 16,2014, ZONE X'. ASSESSOR'S MAP 317, BLOCK, LOT(S) 66 CERTIFICATE OF TITLE I ZONING DETERMINATION C THE LOCATON OF THE ORIGINAL DWELLING SHOWN HEREON WAS IN COMPLIANCE W1)H LOCAL APPLICABLE ZONING - MORTGAGE INSPECTION PLAN I SCALE.• 1"s 40' I BY-LAWS IN EFFECT WHEN CONSTRUCTED, WITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS ONLY, OR y #17 WHITE MOOR, BARNSTABLE, MA EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS G.L. TITLE V!L CHAP. 4OA,SEC. 7, UNLESS OTHERWISE NOTED OR SHOWN HEREON.A CONFIRMATORY INSTRUMENT SURVEY IS ADVISED WHEN STRUCTURES ARE SHOWN TO Y w BE ONE FOOT OR LESS FROM PROPERTY OR REQUIRED ZONING SETBACK LINES. w Q N/F PENN CENTRAL RAILROAD NOTES: Liu C �c ',INN u7001.4 INSPECTION PUN WAS PREPARED FAN THE WENT AS SNOW 6V SNEER I.AM)IS NOT INTENDED M REPRESENTED ID BE A PROPERTY 9 405/I Ica N 1 25.00• NO COWERS MERE$r.THIS PLAN UNN07 USED FOR PRfPARIG MO GESWIPRWS ORISIRUC77OV W ESTABLISHING FlOOr H'.D(Y W BUILDING $5 LINES DNS PLAN AND REPORT APE NOT BASED ON AN BS7RUMENT SURIAT AND ARE PREPARED FOR ND SUBM7TED r0 INE CLIENT HEREIN FOR MORTGAGE O PURP S IMP.Y.NE sILL 8 O7 ASSUME UABL/rY iW ANY OTHER U$. W a I.RIE LAND AS SNOMN HEREIN B BASED W QBNT PURM9fE0 IHFWAIAITW AND MAY BE SUBJECT 7D FURRIER OUT-SALES 7AIMCS EASEMENTS AND RICK - _ , m OF WAYS IRIS PLAN IS NOT B/ENDED TO BE RECORDED U a 3 NO INSPECTION OR SFRORCAOW IS MADE CO NMPUED AS TO HAZARDOUS WASTE MATERIALS W TT SITE u • 15'Set back •.TT¢PRO°EH7Y AS SHOW HAS BEEN LOCATED AND MFASI/RFD W NNE WORD FROM INEORMARW BI THE am DESCRIPTIONS AND RECORDED RANI NO MEASUREMENTS HAM:BEEN MADE NTH ANY SURLETTNC INSTRUMENTS ,• S THE BUILDING(S)SHOW W MB PLAN HAVE ERHD>BEEN LOCATED IN TNF Rt7O BY A TAPE SURIEY CR ARE SHOWN ON A RECORD PLAN PATH MEASUREMENTS LOT 12 TO NE PROPERTY BOUNDARIES 0 R ... L 0 T 11 ODO ZONE DESIGNATION/S BASED ON NNE ROW PLAN PL N AS SO1EMA 7TU OW SWAIN NNE ETMA MAPS THE ROOD DE)WATIU LS Y NOT BASED NI ON ACTUAL FIELD ELEVARWS W AN ELEVATION MINUTE 1 O O 21,840E SQ. FT. REMARKS: O O N N r J SHED - SHED I. TITLE COMPANY..CONNECTICUT ATTORNEYS TIRE INSURANCE COMPANY d 0 Ell -4 W R. ;V n N/F PEAK OnODnp(DECK-m LL ?o 'T STORE'//. a. __...... 'I PAVED, • s3.P".; .,I ;% Q (Q ' 1 DRIVE ,T # Cl)ci h I r ' C Y ail E iP.' R .. N u O v Lk�. TEMPORARY =ti _ 2 A;gl ,n l'it O y� EN WRN AROUND 125.00r i I °',' A:A: eft O M 24 if0+ N u. U , 71.' TO y` q N, , s-,I. a0 .a.� M 4n STON r EDGE DRIVE` , $ ""' ^� '-i-s, • ."`.'° 1 it i W ' Ln WHITE MOOR X �.. � yy ., E tT ll SHEET 1 OF 2 „` c-k, ° ' .�r 3 , c1 tel CERTIFICATION I CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE NM THE @,J PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF Z n N I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE LAND SURVEYING PI THE COMMONV,EALIH OF MASSACHUS7T5 250 AND BELIEF, TO THE ABOVE ATTORNEY,BANK AND CM!?SECTION 6.00 AND iN7N THE REMARKS SHEET ATTACHED NERETD Q3 p. AND THEIR TITLE INSURANCE COMPANY, THAT THERE Ot v ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS C N EXCEPT AS SHOWN,AND THAT THIS PLAN WAS .••"'•. • 'O PREPARED UNDER MY IMMEDIATE SUPERVISION. ;'•M •'•. ;''M Li - c • f� J JOHN L. LIBBY CONSULTING, INC. Y� I 4� JOHN L. LIBBY CONSULTING, INC. �( cn CONSULTING LAND SURVEYORS �th ' ssi CONSULTING LAND SURVEYORS r, ff v, 24 LOGAN STREET, II52.3 NEW BEDFORD, MA 02740 24 LOGAN STREET, 52J, NEW BEDFORD, MA 02740 IEL'(508)999-0106 3/17/17 >3 /� .."�'� 3/17/l7 � A7Oby700®gmDD.com 7EL•(50B)999-0106 t1 AibDy70002moJ.com LII THIS PLAN IS FOR MORTGAGE PURPOSES ONLY c m J c 4. 06 ., Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 Philos Jensen 180 sq ft deck '�W 0-5 • l � C N 4-, W u_ 1 3 a9 wU f6 L V E a —/ 1 • • 0 0 N N o 0 - Rim joist - _ • W a r, Beam 2x8x2x18+ft. II u)o o .117- MIMI 11111111111111111111111111 III IIIIIIIIIIiIM 11111111111 Iiiiiii iiilI1 Iillllllllllllls111111 . ,' 1 - zo o 0 W - - Nr 1 LiN N r+ OMO O f6 N e Cinderblock railing a o a E Support 6x6 pier to beam o support E 0 v O. m G u0i C m C 4 ft below grade 30"elevation above grade 7 -. 4 v a ' V 3 C C C i 1 07 CN N n Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 Philos-Jensen 180 sq ft deck : tj --.-D,--• o co if Y No?S N/ - r' '' F t N 74 V, .4w.'W 4,fr . CW4/1 / I . , ii--, s_410 Ar _7411 e. „rid. �� 1.♦ ' �I, A 40v. - 0------0,.-... is. . . . wr. tE.....,... NM oM 1 -11)7 ..... ...... —"iv 0.-----j—...,„ Ag, ,11*----- -- _ Mr V . 1144 - ., ,_... lor 41%"440,0.,,,I1*-4111 ----1.1.7010,_ r : 'r ' ' ' WIP4 4111111°fr 0 .4.. I • � aI 411 00-1* 0.i 414 , . - , 0 aO nG � i i' lim O to r I , r , ; r �r .) 410 'f ' o I U g n m o , :-.) c Blocking 2x8 joists 16"on centertn ks......:`J...,,, •+4x8x18'+beams , ',----. a . v ,1/4... .") ,. n ''o . _ c so C o. r A , . 08 N C• Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 --Materials -Wood v. cal • Posts - 6x6 southern yellow pine pressure treated N E • Beams and Joists - 2x8 southern yellow pine pressure treated • Decking - 5/4 bull nose syp pt 0 E{ • Stair framing - 2x12 southern yellow pine pressure treated Railing system ;. • 4x4 posts southern yellow pine pressure treated Y GB • 2x4 bottom span southern yellow pine pressure treated as • 2x6 railing top southern yellow pine pressure treated • 2x2 syp pt ballusters w • Grill system -1x6 southern yellow pine pressure treated ripped -Fasteners o 0 0 0 • All connectors (joist hangers, cast-in-place post anchors, etc.) shall be galvanized or shall be N N stainless steel. Hardware to be hot-dipped prior to fabrication shall meet ASTM A 653, Standard 'M o M �o zo Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process, G-185 coating. Hardware to be hot-dipped galvanized after fabrication shall meet ASTM A 123, Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel u Products. z o o 0 A,, W� N O 0 O CO N • Fasteners and connectors exposed to salt water or located within 300 feet of a salt water shoreline a 0 a o shall be stainless steel grade 304 or 316. 0 • All nails shall meet the requirements of ASTM F 1667. Threaded nails as stated in this document m include helical (spiral) and annular (ring-shank) nails. Wood screws shall meet the requirements of 3 ANSI/ASME B18.6.1. Bolts and lag screws shall meet the requirements of ANSI/ASME B18.2.1. o 3 N N • 3" #10 ss screws a' a • 1/2" x 5.5" SS bolts, nuts and washers grade 304 or 316 r N 09 2 Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 4'ill f c h /�} u Vl . TO a.) °6 r N N z��' O -t 0 0 e****------:'-'1.'-..--ii.-';,lil-. '. ' i.-.).E 0_ • O O • N N v m M M �! � �O zO �, i .. a1 z o 0 co v x b W O cV cn 0 w N 25"& 18"WP Fail Safe Footer-54"to 72" a o O M O N CC tpM- , / J I • r c rts -.. v •r .} } GAS ' 4j Y { C a _ : a C . ' .. 0 . . • ._ 1 C 1 n Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 18" base 54" FailSafe Concrete Footers with Rebar Post and Framing Attachment Details ,� 01 ,, 5/4 syp pt decking 4.) I '��l o •2x8 pt joist c w. ti blocking ea c l,; t Hurricane tie or °� . • Cross toe nail with i� a aa) 3"#10 SS SCREWS •,, .-- I-{ - d: a 1/2'x6"hex bolt with i . washers, nut :' 0 0 • Simpson CBSQ66-SDS2 '" o N N N 6x6 pt post a LIo zo 54"Failsafe pier with 18"base on 4"3/4'tamped gravel u a) zo co LN o w 0 w t N OM O fo N Notched post• a o a M In o Cu 1 Finished Grade • co r z_ N g� n m in c J N N N ry ti a Ipr U a N '�: 10 C 11 C Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 {L) 2 iF Fail Safe Footer Concrete Specifications z 18 inch System Diameter Height In Inches Cubic Feet Cubic Yards 80 pound bag of Redi Mix Concrete 18 Inch Base 18.50 Inches 10 inches 1.39 Cubic Feet 0.0516 Cubic Yards 2.5 Bags of 80 pound Redi Mix j. N 18 inch Reducer 18.50 to 12.25 Inches 8.57 Inches 0.98 Cubic Feet 0.0363 Cubic Yards 2.0 Bags of 80 pound Redi Mix ro c N otc 12"x 18"Tower 12.10 Inches 18 inches 1.18 Cubic Feet 0.0436 Cubic Yards 2.0 Bags of 80 Pound Redi Mix 3 a; N 1 Tower System 36 Inches overall 2.16 Cubic Feet 0.0799 Cubic Yards 4.0 Bags of 80 Pound Redi Mix Z.W o u� a 2 Tower System 54 Inches overall 3.34 Cubic Feet 0.1235 Cubic Yards 6.0 Bags of 80 Pound Redi Mix 3 Tower System . 72 inches overall 4.52 Cubic Feet 0.1671 Cubic Yards 8.0 Bags of 80 Pound Redi Mix ,o 0 0 0 N N a wN N 25 Inch System Diameter Height In Inches Cubic Feet Cubic Yards 80 pound bag of Redi Mix Concrete uu)cn o re-) 4o xo 25 Inch Base 25.50 Inches 10 Inches 2.78 Cubic Feet 0.1031 Cubic Yards 4.4 Bags of 80 lb Redi Mix Concrete - 25 Inch Reducer 25.50 to 12.25 Inches° 8.57 Inches . 1.51 Cubic Feet 0.056 Cubic Yards 3.0 Bags of 80 lb Redi Mix concrete chi - z O 0a) w 12"x 18"Tower 12.10 Inches ' 18 inches --1.18 Cubic Feet 0.0436 Cubic Yards 2.0 Bags of 80 lb Redi Mix Concrete b N .u{ o - ' w'.-1 .1.. N I O c O m N 1 Tower System _ 36 Inches overall 5.47 Cubic Feet 0.2027 Cubic Yards 9.4 Bags of 80 lb Redi Mix Concrete a o ,a.Z ,, ' w 0 2 Tower System T - . 54 Inches overall 6.65 Cubic Feet 0.2463 Cubic Yards 11.4 Bags of 80 lb Redi Mix Concrete ") w ., o 3 Tower System 72 inches overall 7.83 Cubic'Feet ` '0.2899 Cubic Yards 13.4 Bags of 80 lb Redi Mix Concrete O r t CO '@ Z • lil • •g a . to , C N U1 C Y 'A, + raj N n U .0 . . . , _:. . 1 `r .6' 4 - .I,: . ,C , - ^ Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 POST REQUIREMENTS ,01 ii z • G i U All deck post sizes shall be 6x6(nominal)or larger,and the Q) I i‘ \ ., maximum height shall be in accordance with Table 4 and measured '7314 from grade or top of foundation,whichever is highest,to the I o underside of the beam.Under prescriptive limits of this document, I = 8x8 nominal posts can be substituted anywhere in Table 4 but are c limited to a maximum height of 14'-0".Posts shall be centered on Y aa) - - . footings. Cut ends and notchesG of posts shall be field treated with (1,4 IA an approved preservative(such as copper naphthenate)[R402.I.2]. z o `'= µ The beam'shall be attached to the post by notching as shown in E a a+ • Figure 8A or by providing an approved post cap to connect the I beam and post as shown in Figure 8B.All 3-ply beams shall be IN N o 0 0 0 connected to the post by a post cap.All through-bolts shall have N N WNwr , • washers under the bolt head and nut. Attachment of the beam to the 7 o o L - side of the post without notching is prohibited(see Figure 9). ., Provide diagonal bracing parallel to the beam at each corner post o p w greater than 2'-0"in height as shown in Figure 10.Diagonal b o w o w O w 4-,' N .._-—, bracing is prohibited on center posts.Bracing shall be fastened to a o a (13 M the post at one end and the beam at the other with V2"diameter lag o screws.For non-ledger decks,(see Figure 21)diagonal bracing o may be omitted at the beam and posts adjacent to the house. m 2 z a, a • a N C ,O J C n v • ` .' am s rv, ,. C : v a - Flu 5 N 6�at,_ 3 C 13 N Jensen Landscapes JensenLandscapes©Mac.com 508-362-2108 Table 4. Post Height for 6x65 and Footing Sizes for all Posts. cy N Post Heights' Footing Sizes' 5 �CHR C C C � a ` C C ~� o 0 —I CQ. co C/) Cl) « LL c0 N C LL 4! 'Li t EN CFo O. N i e) 'C 2 C 'C NE i ~ � d N 1 i; U V M C CI c a) CO 0 a to C Y co u. dS C <10' 14' 14' 14' 14' 14' 18" 16"x16" 7" aa)) 6' <_14' 14' 14' 14' 14' 14' 21" 18"x18" 8" z 2 18' 14' 14' 12' 14' -' 11' 24" 21"x21" 10" • u 5 .<_ 510' 14' 14' 14' 14' 14' 20" 18"x18" 8" 8' 514' 14' -14' 14' 14' 11' 24" 21"x21" 10" 0 0 518' 14' 13' 11' 12' 8' 27" 24"x24" 11" ` ' N N 0 0 510' 14' 14' 14' 14' 12' 23" 20"x20" 9" N N 10' <14' 14' 13' 11' 13' 8' 27" 24"x24" 11" W uincn cM 518' 12' 11' 8' 11' 2' 31" 27"x27" 13" 0 z o 510' 14' 14' 12' 14' 10' 25" 22"x22" 10" 12' 5.14' 13' 12' 9' 11' 5' 30" 26"x26" 13" 518' 11' 9' 6' 9' 2' 34" 30"x30" 15" o • <_10' 14' 13' 11' 13' 8' 27" 24"x24" 11" z 0 o °' 14' 514' 11' 10' 7' 10' 2' 32" 295(29" 14" G G' Irv' o ,� 518' 9' 8' 2' 8' . NP ' '' 37" 33"x33 16 ' ' : - -- a CO a 0 M 510' 13' 12' 10' 12' 6' 29" 26"x26" 12" - - 8 •' 16' 514' 10' 9' 5' 9' .2' . .35". 31"x31" . ., 15". • -, ,'; o }+";. - <_18' 7' 5' 2' 7' NP 40" 35"x35" 1 18" - , " <_10' 12' 11' 8' 11' 2' 31" 27"x27" ' 13" CO. 2 18' < :11 al _14' 9' 8' 2' 8' ; NP•". -- 37"" .,. '33'"x33"". 16"" ' ''.,-'a ., ... 3z - <_18' 5' 2' 2' 6' - .NP., 42". - 37"x37". ' 19" . . o N 1.Assumes 40 psf live load,10 psf dead load,L8(4 and L,/4 overhangs,No 2.Stress grade and wet c •service conditions, i r 2.Assumes 1,500 psf soil bearing capacity and 150 pcf concrete.Value maybe multiplied by 0.9 for v corner posts. 1. c 3.Incising assumed for Douglas fir-larch,hem-fir,and spruce-pine-fir. 4.Assumes 2,500 psi compressive strength of concrete.Coordinate footing thickness with post base and , v anchor requirements. 5.8x8 nominal posts may be substituted anywhere in Table 4 to a maximum height of 14'. a m C ,, .,: - 14 . Jensen Landscapes JensenLandscapes@Mac,corn 508-362-2108 „-- tO1 it STAIR REQUIREMENTS -riser may be open, but a,r . - shall not allow the G .0 Stairs, stair stringers, and stair guards shall meet the passage of a 4”diameter 4.) rn l g requirements shown in Figure 27 through Figure 34 sphere o 10'minimum and Table 6 except where amended by the local �. --I,- i jurisdiction.All stringers shall be a minimum of 2x12. tread with, Stair stringers shall not span more than the dimensions 7-3/4"maximum l shown in Figure 28. Ifthe'strin er span exceeds these riser, height shall 1' >,, g g P risers: lx material,minimum not deviate from � �_-„� a; dimensions,then a 4x4 post may be provided to l ,-, one another by support the stringer and shorten its span length. The more than 3/8" I `{ 06 '' 4x4 post shall be notched and bolted to the stringer .- .:f - treads: see.Figure 29 and Table 6 3 °; with(2) l2" diameter through-bolts with washers per i i s 0 Figure 8A.The post shall be centered on a 12" -- i 3/4"-1-1/4"nosing;nosing W @ 2 diameter or 10" square,6"thick footing.The footing shall not deviate from one u E a . shall be constructed as shown in Figure 34 and another by more than 3/8" attached to the post as shown in Figure 12.Ano • intermediate landing may also be provided to shorten © N O O the stringer span(see provisions below). If the total N N vertical height of a stairway exceeds 12'-0", then an =" 22" intermediate landing shall be required.All 4 o x o intermediate stair landings must be designed and constructed as a non-ledger deck using the details in this document. Stairs shall be a minimum of 36" in • width as shown in Figure 33 [R311.7]. If only cut z o 0 0 stringers are used, a minimum of three are required. G ,,- 9 For stairs greater than 36"in width, a combination of a mlO cut and solid stringers can be used,but shall be placed a o a M 0 at a maximum spacing of 18" on center(see Figure `" 29).The width of each landing shall not be less than ` g the width of the stairway served. Every rectangular '3� , landing shall have a minimum dimension of 36" ? Z measured in.the d rection of travel and no less than the g width of the stairway served [R311.7]. 0 inu c 0 J max. span = 6'-0" c N CUT STRINGER D. ' A y :v .. • . n . 15 Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 10" ' ° U' . Stair Framing Detail ] Lo-- IJffl'uI _ Ti], 0 Zw71I1w4 l i N il /I— 06 '' 1- Grade• z _ u� a • • ; . • 12"diameter x 10 high • 4 ® al' . If , - O ' O 1 O O . N N v w f� �r 11..)O xO ' ' Top view . U y - z N N O �r• _1111-- w� wa�� ry I �� 0 �r a O • v N ,Z • @ al . rr P aci m v n m Ul t C • „ 16 Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 t �'t( From AWC rIW I,Attachment per tread at each stringer or ledger: • i 2x or 5/4 treads (2)8d threaded nails or(2)#8 screws=2-1/2"long w 3x_treads-(2)16d threaded nails or(2)#8 screws a3=1/2"long , i? stringer N. \ treads: 2x7 or 5/4 board. treads: see Table 6 6., »� Y,c it_ f'ii,A _ac 18"max ii 1$"maxS 3 aa`i - I {`- 11L6T , a) 1 s 2. 2x4 ledgers each side,full'depth of o tread;attach with(4)10d threaded a El..co co stringers M-, s. nails or(4)#8 wood screws a3"long I c- - CUT STRINGER SOLID STRINGER o 0 IN IN handrail �;- N N 7- � a--handrail shall =N '-N inM $M return at each o x o end 36"min.stair width a"i d , cut post at bottom tread (2)"/a diameter through-bolts o 0 0 CO ry ,- 1-1_, elevation when no stair with washers required only d o a 2 I 1 guard is required if guard is required;otherwise o use(2)#8 wood screws a3'/z" E i l long or(2) 16d threaded nails tzt ti im r. + Attach 2x4 bearing block using z 2 stair It (8)#8 wood screws>3-'/"long g -' io stringer {I ° r or(8) 16d threaded nails r E c J 4x4• Ii E J I N c post ' a „ UPI_ . ' - EN minimum e_ section -."1111111144°` 4 frost.depth 10"x10"square or C 12"dia.footing 17 N Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 § ` t C) U ' g '� c' U G� v g 10d threaded nail or#10 wood 2 threaded nails or screws at each end or tia"'0 I W screw s3"long,staggered in splice end;splices shall be located only over n' 2 rows � interior posts(Figure 3) Beam Assembly Details. —_ ^ -• -----\ (0 c El ip If a beam is constructed with 3-members,1 16" ^~� o c attach each outside member to the inside - typical a' member as shown here. yp FAN Z o Li u a O O N N O O N N v Ili l� 3 1\ Post-to-Beam Attachment Requirements. D o -o (2)Y2"diameter single3"or 4." through bolts with washers nominal or double. 1 ci O 0 00 2"nominal beam 22 t N o s5 w Q w N beam must — 234„ 3 rh a ro A bear fully on -a O a E M notched 6x6 Alternate Approved Post-to-Beam Post Cap Attachment. co O 6x6 rein. - Li), -. E o V I '1 m 22Y" r .__ Solid sawn or m g -y - utti pNbeam a in @� i ® I �O j t ,I,,u1, a l i} c) In ajji o l f� c t .. - / O i .: C Typical Post At Splice t) 8 0l it 1i 1: 111 a`ni 6x6'min. i,oh: Post < qi 1 C 1 Q N. q , Jensen Landscapes JensenLandscapes@Mac.com 508-362-2108 . d 0U fi w Joist-to-Beam Detail. ^D F--i! c a) 3-8d threaded OPTION'I OPTION 2* OPTION 3' o N toenails mechanical - od (2 on one side. / fastener or \ top of beam or 3 a) 1 on the other) hurricane clip joist I ledger and joist a) �i I hanye;\ I must be at same t-t p _ __. _ _ elevation w w beam O O i N N O 0 `see manufacturers recommendations for additional requirements - N N v w N w r-.7. in r"l 'rh H O 2O V N z0 0 m G(,\.ii G N Rim Joist Connection Details. ° a°Eko aO M co o in joists secure decking to top of rim joist with E o 10d threaded nails or#10 x 3" u minimum wood screws @ 6"o:c. ii ). E . (aj Z N a u o \� • C ® '• ca attach rim joist to end of each joist with cv,, i ' 0 (3)10d threaded nails or(3)#10 x 3" minimum wood screws i V rim joist a a x . fa C C 19 c Jensen Landscapes JensenLandscapes@Mac,com 508-362-2108 Town of Barnstable '� iidin �� a u g� =Post Th-s CardrSo That tt is.Visible From the'Streets Approved'Plans Must be Retained on Job and,this Card Must be Kept °` s Posted Until Final Inspection.Has Been Made _ i ° m° LW here a Certificate"of Occupancy isRegwred,such Bu�ldmg shall Not be Occupied until.„.,,,a,:jr:?,,,_Inspection has been made Permit Permit No. B-17-4068 Applicant Name: Jonathan Whipple Approvals Date Issued: 11/29/2017 - Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 05/29/2018 Foundation: Location: 17 WHITE MOOR,BARNSTABLE Map/Lot: 317-066 Zoning District: RF-2 Sheathing: Owner on Record: GRAY,GEOFFREY V&MAUREEN H ,Contractor Name JONATHAN N WHIPPLE Framing: 1 Contractor License:-CS=0 Address: 17 WHITE MOOR WAYq l 78683 2 BARNSTABLE,MA 02630 Est.Project Cost: $2,988.00 Chimney: Description: Insulation.Air Sealing.Adding cellulose to attic. Installing insulated �`. Permit •Fee: $85.00 hose to vent bathroom fan. insulation: -' Fee Paid:` $85.00 Project Review Req: Date: , 11/29/2017 Final: � Plumbing/Gas Rough Plumbing: .r,,4 - - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after""issuance. All work authorized by this permit shall conform to the approved application andth approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning 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. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildingand Fire fficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: „4,7 O �,: , ,, Service: 1.Foundation or Footing " = 2.Sheathing Inspection �i, Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: S.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 'PA,- Building plans are to be available on site �� -.y All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: vv k .�- `; ' Town of �i �ICI�Il��a1�D�� REC�E&IPT r _. x.r • an au ' 200 Main Street, Hyannis MA 02601 508-862-4038 ' "`0``D. Application for Building Permit Application No: TB-17-4068 Date Recieved: 11/22/2017 Job Location: 17 WHITE MOOR, BARNSTABLE Permit For: Building-Insulation-Residential Contractor's Name: JONATHAN N WHIPPLE State Lic. No: CS-078683 Address: , Webster, MA 01570 Applicant Phone: (508) 279-1110 (Home)Owner's Name: GRAY,GEOFFREY V&MAUREEN H Phone: (908)309-9419 (Home)Owner's Address: 17 WHITE MOOR WAY, BARNSTABLE,MA 02630 Work Description: Insulation. Air Sealing. Adding cellulose to attic.Installing insulated hose to vent bathroom fan. J ,) ra CD Total Value Of Work To Be Performed: $2,988.00 77.2 Structure Size: 0.00 0.00 0.00 Width Depth Total Area rn 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). I 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. I 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: Jonathan Whipple 11/22/2017 (508)279-1110 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $2,988.00 Date Paid I Amount Paid l Check#or CC# i Pay Type Total Permit Fee: $85.00 1 1/22/2017 $35.00 1 Paypal 1 Paypal Total Permit Fee Paid: $85.00 11/22/2017 $50.00 Paypal Paypal ri:''';4-'',:,- ,:...*::,?(, p >n . - x . :b. ,, C _., a° � . 12,„ , �t►,e ram, Town of Barnstable *permit#;D-/ 7- vaa >,f, "o BuildingDepartment `ee 6 months from issue dale .m P --- 1,, ,,,ST,m Brian Florence,CB() v 1 ���' Building Commissioner �ArFD MA't� 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS7 ERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 Property Address 17 ldlhi4e (Ylcxr Waj l O rrMbbIe, Residential Value of Work$ 11, W 2S. 00 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address k&kJjr Phl IU5- �PYk'SPn I "I While, rvknr 11)o.J, &1716-fable Contractor's Name qie9 f C1 14wnw Iifylvt T'tL')1 aPTelephoneNumber 6-4- 9.-s/77 Home Improvement Contractor License#(if applicable) IRO 520 Email: plc60ni 31(i(r� COir) Cons ction Supervisor's License#(if applicable) 0-5 _ loci(3'4 orkman's Compensation Insurance Ito „ ti Check one: ❑ I am a sole proprietor w 1 ihave am the Homeowner NOV 17 au Worker's Compensation Insurance TOWN Insurance Company Name Lib YY1 �-u cti ' 81181161A LE Workman's Comp.Policy# W(�—;�U— So I 1110— 02O)111 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ['Replacement Windows/doors/sliders.U-Value 3 1 (maximum.32)#of windows 2' yarn e c cA o,r 4 gr, \1 .pcikke-rn c s #of doors: I f'xfS-hYl\ W - d.Ot.I.)S ± c c O( *Where required: Issuance of th' permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: 0/41)t' s...15n/elli oil/ Q:\WPFILES\FORMS\EXPRESS2017 • Pleasant B Home Itn r0vement Contract coNTRAaoR.1lyF0RNMAT1 11 Pleasant.Bay Home Improvement P.O.Box.830 5 South.Orleans,.MA 02662 508-255-1370/508-237-5177 I :OWNER 11IF(2 ---►1 Name:Katelyn'Jensen Address:17 White Moor Way, Barnstable,MA ?_ Telephone 908 309 9419 i Email katelynojensen@.gmail.com • Contractor agrees to perform general constructionesworkEfurn�t,the material escribed in and labor as specified n s listed above. The contraeto agrees to perform said estimates for the:sum of$11,425.00: • i Payments to:be.made according to the following soh. &_dote_: O IS 1 1/3 upon signing of the contract=$3808 00 I 7 .. p .. • 1/3 upon completion of h of the services=$3808.00 i 1/3• . upon.completion of the services�$3809:00• i s, the contractor acting as the owner's went.In signing Permits required:by the town will be obtained by . Into e jab in hone for authorization.the this-contrace,owner authorizes contractor to do so.If additional work is requti�a to tamp. a professional manner;every effort will be Made to contact the owner by P . ( ��;.} 19 - d`-" ` �o' castor's signature Homeowner's signature /10 l l • ---------- Date Oat 1 I ***See next page for Notice of Cancellation ***Please do:not sign.page 2 unless.:intending to cancel transaction 1 TOWN OF BARNSTABLE Permit No. LU 1 L Building Inspector�AA rua Cash _$50( .44417 OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to D. r.. rnrtr' ction Address ^' Ti cif, Tor S. Yarmouth f, Wiring Inspector .` _ ^z Inspection date ,/ �!/f' Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. , 19 _ Building Inspector