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HomeMy WebLinkAbout0180 WHITE MOSS DRIVE ��v GL�i� �as.� ��'. ;�� _ r......,«..... � ...�.,e.�...�. �.,.....� ,.,..-..w� �..� � � ., Town of Barnstable Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Shed Posted Until Final Inspection Has Been Made. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Registration Registration Number: B-20-1463 Applicant Name: Kevin Jones Approvals Date Issued: 06/10/2020 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 12/10/2020 Foundation: Location: 180 WHITE MOSS DRIVE, MARSTONS MILLS Map/Lot: 046-143 Zoning District: RF Sheathing: Owner on Record: JONES, KEVIN E Contractor Name: Framing: 1 Address: 180 WHITE MOSS DRIVE Contractor License: 2 MARSTONS MILLS, MA 02648 Est. Project Cost: $500.00 Chimney: Description: Building shed Permit Fee: $35.00 Insulation: Fee Paid: $35.00 Reviewers Note:shed is 10'x 10' and located where shown on plot_ Date: 6/10/2020 Final: plan. RMCK Plumbing/Gas Project Review Req: � Rough Plumbing: Building Official M Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within`ix months afteyssuance. All work authorized by this permit shall conform to the approved application and thelapproved 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. 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) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy • Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. it ns c acting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: e� Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �J ECTION n lure ■ plete:item A. Si .s?s 1,2,and 3. 9 ■ Print your.name and address on the reverse ❑Agent so that we can return the card to you. X Jle� ❑Addressee ■ Attach this card to the back of the mailpiece, B. RK ved by(Printed Name) C. Date of Delivery or on the front if space permits. ,e - 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: ❑No A�eV- n _T/o ri e s �2a rs�oz s/Y1�Cls� /mot� , D�� •i 3. Service Type ❑Priority Mail express® II I IIIIII III III I II II II I I I IIIII I II II I II I I I III ❑0 Adult Adult Signature ure Restricted Delivery ❑Re.9lstered Mail Restricted, QXertifiad Mail® Delivery 9590 9402 1933 6123 1781 87 ❑certified Mail Restricted Delivery A.Retum Receipt for ❑Collect on Delivery Merchandise 2. Article Number(transfer from service label) _ ❑Collect on Delivery Restricted Delivery ❑Signature ConfinnationTM ed Mail, ❑Signature Confirmation 7 17 100 0 0 6 7'S 9 6 5 7i3 1 '1 1'1 1 ed Mail;Restricted Delivery j Restricted Delivery _.i$500 PS Form 3811,July 2015 PSN 7530-02-000-9053 bornestic Return Receipt 1 USPS TRACKING# � •--<;_� ••• �:�••• � First-Class Mail Postage&Fees Paid t. USPS Permit No.G-10 9590 9402 .1 • i1 3 1781 87 United States °Sender:Please print your name,address,and ZIP+4®in this box° Postal Service TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN S'T. HYANNIS, MA 02601 Town of Barnstable Building BAFUMMM Post This Card Soihat it is Visible From the Street-'Approved Plans Must'be Retained on Job and this Card Must be Kept • MAS& d$ Posted Until;Final;Inspection•Has Been Made. - t639. &here a Certificate of Occu'pancy,is Required,such Building shall Not.be Occupied until a Final Inspection has been made. . Permit Permit No. B-18-740 Applicant Name: JONES, KEVIN E Approvals Date Issued: 05/18/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 11/18/2018 Foundation: Location: 180 WHITE MOSS DRIVE, MARSTONS MILLS Map/Lot: 046-143 Zoning District: RF Sheathing: Ow O 111148 Owner on Record: JONES, KEVIN E Contractor Name: Framing: 1 Address: 180 WHITE MOSS DRIVE Contractor License: 2 MARSTONS MILLS, MA 02648 l` Est. Project Cost: $8,000.00 Chimney: Description: Additional Bedroom and garage on top(2 car)with bathroom and Permit F $90.80 closet. Fee Paid: $90.80 Insulation: Extension of living room and dining room. Exterior layer ad new Date: 5 18 2018 Final: entrance for basment. Existing bedroom will become an / / entertainment room (first floor) �� Plumbing/Gas Project Review Req: !` Rough Plumbing: 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. Rough Gas: All work authorized by this permit shall conform to the approved application and the+approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road.and shall be maintained open fort public inspection for the entire duration of the work until the completion of the same. { , Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Regulatory Services Thomas F.Geiler,Director + BMWSfABM • A3993.116 Building Division ArF p►�'t° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERNIIT# _ $ FEE: $C?v SHED REGISTRATION 120 square feet or less i l e-D Gel hi r Y ,ag S I7 hl. //S Location of shed(address) Village Property owner's name Telephone number q6 Pam' Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? 'U Old King's Highway Historic District Commission jurisdiction? n � 3a 30 3v Conservation Commission(signature required) �� �� US �' —9 .tAl 3 — P PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 ` i i I i f 5t�4z: I Y 5 a ti .�i��r rv3�13�,Id ti 4?�Ifco a �r I •r7- y,.• st,t &pk t,i Y,rl P� ✓ Y t11 i . +'fit•flip�j ; • Z.,ufsq f;�,rs,;�F •�� t�,I•ry �E� � t9 i rr a •� i• .a: a `,eo + t/. �R.Y'.5.�'� �>� ? . J0SF#)4_D. DALuz TELBPHONE� 773.1120 j Building Commissioner EXT. 107 j .. TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 August 11, 1988 Ms. Pamela R. Andris 176 White Moss Drive j Marstons Mills, MA 02648 RE: Lyman, 180 White Moss Drive, Marstons Mills Dear Ms. Andris: I apologize for the delay in responding to your letter. On June 21st Mr. Bartell, Zoning Officer for this department investigated your complaint. At the time Joyce Lyman, daughter, explained to Mr. Bartell the reason for the dog runs.. She advised him that she has a license for three (3) dogs and works for a kennel. The dogs on the property are hers. In addition, she takes care of dogs at customer's homes. Mr. Bartell explained to her the zoning restrictions and he was satisfied that Ms. Lyman was aware of the consequences should she violate the Town of Barnstable Zoning By-laws. I trust this answers your concern. Peace, J s!(eph D. kaLz ilding Commissioner JDD/gr i :.l Pamela R. Andris 176 White Moss Drive Marstons Mills, MA 02648 (617) 420-0701 June 6, 1988 Mr. Joseph DaLuz Town of Barnstable Building Inspector Main Street Hyannis, MA 02601 i i Re: Ronald and Helen Lyman 180 White Moss Drive, Marstons Mills, MA Dear Mr. DaLuz: Let this letter serve as notice that Joyce Lyman, the daughter of Ronald and Helen Lyman of 180 White Moss Drive, Marstons Mills, is running a business out of her parents house under the name of "Pets Plus" . It is my understanding that White Moss Drive is a residential area and that it is illegal i to run a busines out of any home on the street. Should you have any questions, or need any additional information, please feel free to contact me during the day at 9/75®50"7� Very truly yours, Pamela R. Andris 3118a Iq -75,cl -r4l,j /a c,(4 a'A 4-r i Ib' doe i ° aP 4 CL)h-$ N 0 A,7,Q �s e � "411 r Clf{!� GfI r �� /4 c a C( OU,c a �� . / cv� c il.�� ,a a d ?�� jevVu p4,rr�y 74 end js. elr opL/y Tk 4-d 4 0/6 CS' 0).4,1-f ` 0 11CJ A-1 . A9. �� �/,� y C/ AC(L1,3 .01 Ma .54�0 �AS � ,r.e.. boys . ` �tiI M . 7A.4T xflP* �/f Ptc,S'O!/� . �fi-r 0�Sa A.' b/L auk (/j a1 S r 5 SQ S4140 Ci.4 AJ Y a/C.4 XII Al, /eat 6 A,; �fj ac d�A J -*tc e ?k.� C-CAJA) 405 C• T�.� Au d w 0/t 9s ,mod it iQ `�o w •0 �s r!�s C 6A�� O J P a�5 ,A'T G,rusTna�Ki y�/C�c`r.og 71i� �SNL� a a 5S• SCa i�d�! Z- 4 K e awry, n - fty4AX S \CIL b�_ SS a_ - i - ' . I � �. �. t f . . � ;� - .Y ,, Assessor's offioe"(l�t�floor): y �U 0*taEto Assessor's map and lot number. ..... .....................$......... Q� Board of Health,(3rd floor): g fO Sewage Permit number ................. . .......... BasasTsnte. t ..�j Engineering Department-_(3rd floor): moo rb 9. 0� House number ..:..............................:..... .........°. ......... o mo d� APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........C -_ ./.`�,!1�-u. ....�17�/ �1� 1'.`� . ....................�(� 7� .. TYPE OF CONSTRUCTION 1. .LI.I�............ J.4...T1.��..-.:............................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for ,a1�permit according to the following information: .Location .........`.���.. 1 !........ SS........(/..( . .v�.�/...... !•�/`T.. LL Proposed Use ........?.�n���: .........7.�f/1.:.:..1�L ........................................................................................................ Zoning District ........ .?........................................................Fire District ..... T../.l ........ Name of Owner ......`'7�-9-G- ..... g��! ,.....N41. ..Address .....P. r..!vU ... / r..eF/ �f�-.•v�• � Name of Builder ......................................Address ....... , ........................................................ Name of Architect ..................................................................Address Number of Rooms .............b................ _................................Foundation a,... , ��! (. ......`'. /�.) !�..:: ....... �nn. �!7 P95 ............. � f........�. ................... Exle for w..0 -........... .......[]....._:.......... ..... � /../". ......Roofing ... Floors . ! .G•/.�!.V /�� 1'L.1N�?............Interior ..'...............-........ ............................. Heating 4.t �� ��........ ...........................Plumbing ............. ... 7¢,!..T/.,..?................................... Fireplace ..`....I-1 ........................................Approximate Cost �� Definitive Plan Approved by Planning Board __________ ,//z/-_-_/�7y_19_p 6. Area Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 3 Z� L�G� I 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. Name ... i!/../.. �J / ... :. .. Construction Supervisor's License ....... (..!.�.. ./.y�...... GREENBRIER CORP. A=-63 OQ4 "7 4 No ....P�.9� Permit for ...... ...Story...... Sijjg ...T.�Milv Dwelling........ ............. ........................... Location ...Lot 41...6.,.......�q...White Moss Drive ........ ...................... Marstons Mills ............... ............................................................... Or........Greenbrier Co p.!....... .................................. . ............ Type of Construction .......Frame...ra.me.......... ............ ............................................................................... Plot .... Lot .............:.................. Permit Granted .......June 23 , .......19 87 ......................... Date of Inspection ....................................19 Date Completed .......................................19 TOWN OF BARNSTABLE Permit No. ....3.09.02..... BUILDING DEPARTMENT "8EM } TOWN OFFICE BUILDING Cash uv�� HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to GREENBRIER CORP. Address lot #16 180 White Moss Drive, Marstons Mills 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. Au us t 5 87 8 ............................ 19................. ..............Builds gInspector.........;... n -- I PERM` ^'Jt•�- ' TOWN OF BAR.NSIABLE, MASSACHUSETTS BUILDING . PERM ` A=031-004 - DATE Julie. 23• 1g 87 PERMIT 151p. v w APPLICANT ADDRESS P.Greenbri@r Carp• O." Box 51.0, Centcirvi e �7 � t. .7 Family 'I (STREET) (CONTR'S LICENSE) PERMIT TO Bul1u Dwelling 1 Single Fmily Dwelling UMBER OF (_) STORY DWELLING UNITS -(TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) Lot #16, .180 ilhit e Muss Drive, 14arstons Mills ZONING RF , (40.) (STREET) DISTRICT I 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 'I (TYPE) REMARKS: :Jewa a jf 8•],.• k9 Bond AREA OR 768 sq•• ft. VOLUME Sly( ESTIMATED COST 45,000. 00 FEEMIT 1 G so (CUBIC/SQUARE FEET) f'� ,L ,� ) OWNER Greenbrier Corp. ADDRESS • •' "� �'�n �3rV1 .LL BUILDING DEPT. ., THI)IS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET; :,ALLEY OR SIDEWALK OR ANY PART THE :_I-THER TEMPORARILY OR P F(MANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NdT.SPECIFICALLY PERMITTED UNDER THE BUIC)JN P 0VED BY THE JURISDICTION. STREET OR ALLEY GRADES ,AS'WELL AS DEPTH AND LOCATION OF PUBLIC{SEW G CODE, MUST BE AP- ERS MAY BE OBTAINED HE APPL FROM THE DEPARTMENT OF PUBLIC WORKS.'THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE TI C'A MT OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. .,FROM THE CONDITIONS I MINIMUM OF THREE CALL APPROVED PLANS MUST BFj RETAINED ON JOB AND THIS P.P,LICABLE SEPARATE INSPECTIONS REQUIRED FOR WHERE AS ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL F PERMIT {{�'OE REQUIRED FOR FINAL INSPECTION HAS BEEN �� � ELECTRItkkf.,• PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL°INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL'N.OT BE OCCUPIED UNTIL ' MINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MARE• •:F': 3. FINAL INSPECTION BEFORE Is OCCUPANCY. �4' 'y POST THIS CARD SO IT IS -VISIBLE FROM STREET BUILDING INSF3_,&ON APPROVALS,;+,' PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTIOPI APPROVALS z 2 Z� �� t ' I ° ee HEATING INSPECT) N MEALS 3Fj} aR Q.. ENGINEERING DEPARTNIE(JT .t 8" ls OTHER 2 '/� e BOARD OF H��� �O / �Q U G v ., WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME NULL AND VOID IF-CO►,6 T R U C T I ON INSPECTIONS INDICATED ON THIS CAR CAN BE 1 TOR HAS APPROVED THE VARIODUS STAGES OF WORK: 15 NOT STARTED 4� I TSI ( MONTHSOF DATE THE ARRANGED FOR BY TELEPHONE OR�NRITTEN CONSTRUCTION. PERMIT 1S ISSUED AS NOTLD TBOVE, i NOTIFICATION. rf +• �.i}, •f FA q '71 I A? Ti f� t4 L• '♦ Nr4�5 l�r. 131.57 S 3 kt r . ft 7 '•� T � la�•}u o� LoT 17 taw Nf Y"�t ` `• .' t S. �37SO F2S V , w:�l CERTIFY T"T THE 4 . } r7 SHOWN ON THIS PLAN IS • LOCATED ON THE GROUND O r • AS INDICATED �acfe I ZZ s �• "♦ � Ll��lD TE REGISTERED LEVY Et ELDREDGE ASSOCIATES,INC. CLIENT Lgabrlbir CERTIFIED PLOT p r"_ r� ENGINEERS - LANDSCAPE ARCHITECTS JOB r+Q..Lf1.3. PLANNERS-- LAND SURVEYORS oft 8'1f' ^ 889 W MAIN SFFtEET S Q 0 Lo'T ►S Z� �� o-r Flo ,�• l N IN Low t � LoT w p I`( j LEG i EXISTING SPOT ELEVATION 0 I i PROPOSED SPOT ELEVATION �+ ��(N OFMgS I EXISTING CONTOUR ---0— —— I PROPOSED CONTOUR 0 P A U L ti� ��\,5l1 OF NOTE: THE LOCATION OF ANY UNDERGROUND o A � ROSIN SEWERAGE WELLS OR OTHER UTILITIES SHOWN ON " LEVY . No.10050 0 THIS PLAN IS APPROXIMATE ONLY AS DETERMINED A F �� �0- , y FROM RECORDS AND/OR VERBAL INFORMATION. u��'o GIS .31341 THE CONTRACTOR IS RESPONSIBLE FOR THE a� si N �-� ��s �FCI6TERE� VERIFICATION OF THE EXISTING LOCATIONS IN THE FIELD. STE ENGINEM_ R q D EVY a ELDREDGE ASSOCIATES,INC. �R( ®S D PLOT PLANCLIENTS ENGINEERS — LANDSCAPE ARCHITECTS JOB NO. �� ! PLANNERS — LAND SURVEYORS DR. BY,� IN i 889 WEST MAIN STREET CHKD.BY: /-5,g-/2 4r�l CENTERVILLE9 MA. 02632 LSHEET-LOF—2- SCALEi ��' L DATE AL-&, lat NO?E /F E/TNeR THESEPT/C TANK OR ;� .ZO FT. M/N. LE�fCN/wG P/T ARE M04E 77f++•9/V /2"BELON/ `'. 14 Fr. M/nr. 40o/A: GRAOF, A 24'O/AME7ER. CaNCA-ET.E COVER Scs/EOULE¢p S/•/AG[ eE ,9R00aN7- TO GRA OE.6AN EXTRA r CONCRE`TE PV.C. P/PE JNEAVy CA ST /ROW COVER Sf/ALL C _= US MN EO COVERS / . Pb/TCN /F-/N OR/VE,WA y 2% MAN. CD/VCRL TE CoKER CLEAN .SANG Y BA CJCl0=/L L scwv UL8 40 P*LAYER o jyt`f fi%PE c Q o ' p "e QF 1�8�-j/B�. - MIN.P/TCN � �sAL. • I t � • • • r e • e o � SEPTIC •TANK BoX •tee • ♦ • • r • • a O WASHED S7?7NE - O • I e • • • tt � ,.•p•e �` • • + t• DEPTi! • to ' • o WA5NED STONE • o • • • • • • r • 1 �p o 0 qP = //.3.� C/PD r too • • • • • • • • + p ,•r PREC145TSEEPAGE 1MVrRT CGEVATIO L NS a t• + + r •• • . • • • ' 6 o OR EpU/v. • • a a t INVA"T AT OUILDING Z.00 FT pl r C P-.CrN--1 Fr. 0/AM. l/v4z7- SEV'r/C T.4N/C / &o FT, L FT. O/AM• C SEE TABULATJO/V, OV-744=7-SEPTIC TANK ZL zd FT. r /INLET DISTR/BUTION 8OXId-e 0 FT. SLcC�ryQN QF. GROVNO WA7-ER TABLE ®(/TLETDISTRI,B!/T/ON BOX7o,-�'0 Fr /NLE•T LEACN/NG O/T D oo FT• SEJ�VAGE O/SPO�SAl SYSTE/►'1 LEACH//V6 P/T TABULATID/V D.E'SIGN CRITERIA -SCALE : /.s a /= p" DIMENSION A XT. '01NEN5I0N IS FT. /TWA ER OF BEDRaOMS 3 DIMENSION C. Pr i GAR&AGED/SPOSAL[/NIr O SD/L GOG TOTAL Flow a4L.1DAy SOIL TEST */ SOIL 7ES7-*2 "/1. ?"EST i1lUM8ER of L EAcfIINO P/TS / fFLEy 9� -,E=LFy pATE OF SOIL TEST W$ S/OE LEs4CHJA14rf A;"--R P/T ,,s/ SQ, PT. 16 O �2-1 7 RES/ TS /JTESSD Y T 907T0M 4E4CNING PER P/r i9 SQ. FT t SUBS/L PE•RCOLAT/ON RATE,*/ — MJ/V,//NCN TOTAL LEACHING AREA 2-6 SQ. FT. PEIeCOLATYoN RATE 2 MJN.�/NCH ARSERVELFi4CNINGAREA 2110 SQ_ FT. a, *NTH of P A U L Noce`� Lorya A. rn D LEVY No.10050 p LEVY & ELDREDGE ASSOCIATES. INC. ,A , •. EL �O�c F� `• ;L�,� 2. 6 _ 889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632 0N0GR0UND kV,4TER ENC0411VT1�RE•O CL/ENT':CT�'E• P Er— OATS- 2 1,37 �' I3 �ROCJNO 1n/ATER AT =L_�—t/. JOB No 10 3 2 SHEET?- OF z _ Assessor's offioe �(lst floor): • ' Assessor's map and lot- number .(!... . ....... ...^dO/ �EPTIC SYSTEM MUST B F THE tOh Board 'of Health (3rd floor): f p �,TALLED IN COMPLIA d o Sewage Permit number " .. ... WITH TITLE 5 Engineering Department (3rd floor): a� G�I�EI�9T�►L COPE S' BASIL STABLE, o ° House number .0. ..... �b}9.6\0� ....................................... �.�...... ....... scar Pam' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN ' OF BA.RNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..:..... ? '/.5r!!...0 ......... i 1'V��,,, TYPE OF CONSTRUCTION ...................`/l�Q��......:. Ic4M 6............................................................ • ............................ 1/. '...:.19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........� � !........' (./I�.���... 5�:.... l/��.J.•vj......`..�1! 5 •1vS.... ��C, ......... , Proposed Use ........�G�..1,A)666.....F4,.n. Zoning District ........ i �y.,�..�.. ....'v.. ......... ... ��....................................................Fire Distract ...../.�!"!0�-�?� � G..../c. Name of Owner ..:... /ll .1�.......q44?4 ..Address .....r!. .or..... Nameof Builder .........��4/:' "E......................................Address ....... Pj ........................................................ Nameof Architect ..................................................................Address .........................:.......................................................... Number of-Rooms ................................................Foundation ,✓T ^ I ExteF for .!!`' .. . 1.� LJ. ...... .... /.0 ......Roofing ............. r..�1. L....... . .7 ................... Floors ....VIA).1 ...f��� i��.l..�� ............Interior ..:.........S..J.��Cr.(i.��.� 1�............................. 'rieating llU.1�......V .....ziv ...........................Plumbing ............. Fireplace ......Ad..................................................................Approximate Cost 14: MLI) . .......................... Definitive Plan Approved b Planning Board c.�� A'=-��19 PP Y 9 t Area ,1 .... .. ..... Diagram of Lot and Building with Dimensions Fee i&. SUBJECT TO APPROVAL OF BOARD OF HEALTH � 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. Name .`� iC:�� ►`.. �..</jam Construction Supervisor's License .......QC..!/. ...;.. GREENBRIER CORP. No 3.Q 9:Q. .... Permit for ..One...$ .QA.y.......... Location ...,Lot, #i6 , 18Q White Moss Drive ......................... la stony M' 1.1s Owner ......Greenbrier. Corr................. Type of Construction .......Fr.ame Plot ............................ lot ................................. June 23 , 37 Permit Granted ........................................19 Date of-.Inspection ....................................19 .- :Date Completed ..... L.19 �4 .t o • Locus Map Soil, a 500' MAY IE SYSTEM IANMERIDIAN �```;` .TEFHINEO USWG A /+ O� {'.y�TOPCON NIPER GPS RIN UNIT �" •ICI C7WN DATE Os/09/2018 "C 1190—TC MOSS DMW l.dam MAP 46 PARCEL 145 `GG OO N O 9J 61' N 1971'1]'W \ 'S Notes 1. LOCUS: #180 WHITE MOSS DRIVE (� MAP 46 PARCEL 143 C:I 2. OWNER: KEVIN E. JONES O 180 WHITE MOSS DRIVE y MARSTONS MILLS,MA 02648 3 3. DEED REF: Cart: #208821 •n s MAP 46 Im PARCEL 143 �^ 4. PLAN REF: Plan: 37857-8(SHEET 3) 79.5693 S!. ht b IL CAL \ y5. LOCUS DOES NOT FALL WITHIN A SPECIAL �ACNINO'poor �'u FLOOD HAZARD ZONE AS SHOWN ON /166 NHITE MOSS D411,E �, FEMA FLOOD INSURANCE RATE MAP No. MAP 46 PARCEL N4 ^` h o2 25001C-0541-J dated 07/16/2014. "Is"mc 1000;At �}�.. 6. LOCUS DOES NOT FALL WITHIN THE - \ SEPTIC TANK o`¢ NATURAL HERITAGE and ENDANGERED 17.6'<20 N21 x SPECIES PROGRAM(NHESP)AREAS OF \,.� 18.<IG teN ESTIMATED HABITATS OF RARE WILDLIFE PROPOSED ADO o and PRIORITY HABITATS OF RARE (240 S.F.) SPECIES. 7. LOCUS IS LOCATED WITHIN A ZONE II N r�W wnu�,�M_ WELLHEAD PROTECTION AREA. DECK 8. CONTRACTOR TO CONFIRM LOCATION OF /P ALL EXISTING UTILITIES. ACCESS a unUff °D Egl" EASEMENTS S(\T4 HOUSE •, n.p A *CP4SrF /� ZONE: RF S"�J77rf Da-G r. / REQUIRED EXISDNSL 2@4P45EPLOT AREA: . JS)O• II q n ', FRONTAGE: 15.020 0 e.l. 29,5693 e.J. 29,569}e.l. . Wq y" RAW FRONT YARD: 3741 169't .5'1SIDE/REAR YARD: IS' 53'3 17'} EXISTING p DRIVEWAY ,4 S.'1 4A *PER§ PART OR Of N SPACE RE ZONING DY-LAIN. BULN DEVELOPMENTS REGULATIONS FOR OPEN SPACE LONERS DAL d DEVELOPMENTS AND$UBDIV510N PETITIONERS PLAN 37857-8 9 60�?f /•�/u Prepared By. _ 49 HERRING POND ROAD 19 OLD SOUTH ROAD SSA"4pf l,E f/ J BU]1AR09 BAY,NA OQW2 NANTUCKET.MA 02854 (lN)BOBA33.0070 (tat)508.321.OW (lot)608A33.e2 wwwAn<ken..ax m w,Z 1166 NNITE NOSS DRIVE PROPOSED SITE PLAN MAP 16 PgRLCt III IN BARNSTABLE, MASSACHUSETTS "1 1176 NNITE MOSS DRIVE Prepared For, 46 PARCEL 142 P KEVIN E. JONES #180 WHITE MOSS DRIVE MAP 46 PARCEL 143 PLAN SCALE 0 4 8 a ;I,- 8 2O 30 A0 60 . L L—h 20 feet No. Dote I R".T—DeaalpUOa By Dole: Drawn: CI10<ked: SNeel: MAY 10,2018 REDAIE2 ZLB/AMC 1.1 sK�.+A��v1MnmNMn•e.e rn...ve.l\gym.m.e...M.\gym wn.ww Pr.u c.a., Bowers, Edwin From: Bowers, Edwin Sent: Thursday, March 15, 2018 10:22 AM To: 'fuddull@yahoo.com' Subject: Permit/Application:TB-18-740 at 180 WHITE MOSS DRIVE, MARSTONS MILLS for Building -Addition/Alteration - Residential Attachments: formal denial (9th)White moss Drive 180.docx Please see attached Your application has been denied as submitted Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 t 20 FT. M /F .6r17H4 THES PT/C TANfC O .. `.. 1--ACH/1Y0 P/T .4RE /VORE 7-N-9N /2"dEL0Ic/ - -' Iq jwr 'm24'O/.4MET.Ek' CoiyCRET.E Cop.- _ gip.. S�HEOIJLE¢p SJI�LL �E BROUaNT 7-0 G�.4 OE'.�AN EXTRA Cp/yrC�ggy�F P V C:..P/PE rJEAV Y CA S7- /RO/Y C o k/ER S11,4 I-L- D� E.0SD COYERS MIN. P/7CN /,-/N ,ORI VA-- AtV 4 Y " 2 jg MAN. CO/VCWE77- _ COVER CL EAN SANG BACA,=/2L L/!?U/D LEY.L SC)iEvulA40 ,Z'LAYER vAe /SIN.PJTC/Y 1SC00 CrAL.TANK ® I • s ° o e • / • D e o OF SEPTIC ' X ' o aD 1 1 ° • • • 1 1 j o 4 a WASHED 57VNE - p 0 1 � ° • • • 0 � w°O e ; . ..d m r �o .1 1 OF..t�fFC7%✓�• 1 ° � °� 3 ¢'— I h • o 1 1 • DEPTf/ ° • 1 ° v , WA5XED STONE e a o 1 0 • O • m • f I O p c /!3 C p ► d a a I a Or 00 6 e 1 p ,e v PRECAST SS.6RAar PA"r 4C1.Aff IA'TIOJV S //'�'�!• O �P 0 1 1 • °. o o • 1 e o P/7 OR EQU/l! Frr G4�:1-rlpl 90.S C P/> J/WY2I�P AT �U/LD/NG Z�00 FT. � 6 t'7: D/AM. hV4EY SEPY/C Ti4NK &-4 FT, �E FT. PIA1�f. C�S E T.'18ULATJON, ov-y .ET SEPTIC 7ANI4 -ZZ .'-?v FY. - l/VLaETD/STJ'r/40UT/ON aOX9y 9>0 FT. SEC'J"YON o!= GROUND, kVA7-Efl' TABLE Od7LETDISTttI.��!-P/ON BOX94 �� FT, .5�1��4Ca� O/.S/v�e� /NLET 1.EACN/NG .�/T n a FT LF-,4CH11VCw .01T 7A4°411.ATION SCALE : %4'~ _ /-O- DIMENS/ON A 3 FT. tea:•;tCr'J4l CR/T�r�t/A o/J�9EJaISION ��FT. /VU.gBEk OF DEDRooMS D/w!ENS/O/d C GA�tB/iG�'D/SPOSAL UN/�' O!/� SOIL L'_dG T07.FdL ESST/�^IATED F'LObV _q30 0,4 _.I.OAY SOIL TEST #J SO/L TES7-*2 ` ' 7",e5r NUAIJEAt' 0.- L,EACNING P/YS / fFLEY. 94,Q �ELEY• pATE OF SOIL TEST `�/��I S�o S/DF L/fACH/NG -- RESULTS N/ITNESSE'D BY T "C. /-�E,40 BOT7"OML siCN/NG PEId PIT /✓�' SQ. RT. l t� PEACOLA7-/Ory J�,4rE, / J�^/IN�IIWCH TOTfiL LEACM/iYG .iIRF,A Z765, .S'(J FT. PFRCOL-+T/pN RAr7-Ae RESEI�[/ELEACNI/VGAREA SQ. FT. Z< -12./ _ ME'o/u/y /L OFtijq s � �o P A U L rya 7 Z-0/ 16 4)T/1T�/yes ,�glj U i o A. rn Sf�T/D o L"E V Y No.10050 LEVY & ELDREDGE ASSOCIATES. INC. -o .p ,O � •� EL• �, 6 889 WEST MAIN STREET CENTERVILLE•MASSACHUSETTS 0263, `�^ ,��` NO GROUNc7 Yt�i4TEF�' ENG'OU/VTLrRE� FJ NA `/ENT f CT DATE GJQDUNo !n/�TE�p'iRT ELEY. OA8 /VD, 1 0- 2. L 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15 204 Increases in Design Flow to System I No person shall increase the actual or design flow to any cesspool or to any other system above. the existing approved capacity,or change the type of establishment of a facility served by a cesspool, unless the cesspool or system is upgraded first. Upgrades to accept increased design flow shall be performed in full compliance with the requirements applicable to new construction unless a variance is allowed pursuant to 310 CMR 15.414. For purposes of 310 CMR 15.204,the approved design flow shall be the flow listed in the most recent Disposal Works Construction Permit. 15.211: Minimum Setback Distances (1) All systems must conform to the minimum setback distance for septic tanks,holding tanks,pump chambers,treatment units and soil absorption systems,including reserve area,measured in feet and as set forth below. Where more than one setback applies,all setback requirements shall be satisfied. i Septic Tank Soil Absorption System Holding Tank { Pump Chamber Treatment Unit ! Grease Traps { 10[5]. 10[5] . Property Line Cellar or Crawl Space Wall, 20 . Swimming Pool(inground),foundation drain 10 ' 10 10 i . Slab Foundation l 10[1]i Water Supply Line(pressure) 10[1] Surface Waters(except.wetlands) 25 50 !� Bordering Vegetated Wetland(BVW), Salt Marshes,Inland and Coastal Banks 25 50. Surface Water Supply- 400 Reservoirs and Impoundments 400 Tributaries to Surface 200 1 Water Supplies 200 Wetlands bordering Surface Water Supply 100 or Tributary thereto 100 50 100[2] Certified Vernal Pools I Private Water Supply Well or Suction Line �� Public Water Supply Well (2) (2) Irrigation Well 10 25 Open,Surface or Subsurface Drains which discharge to Surface Water Supplies or 50 100 tributaries thereto Other Open,Surface or'Subsurface Drains (excluding foundation drains)which intercept seasonal high groundwater 50 I table[3] 25 Other Open,Surface--or Subsurface Drains 5 10 (excluding foundation drains) Leaching Catch Basins& 10 25 Dry Wells Downhill Slope not applicable I5[4] [1] Disposal facilities shall be at least 18 inches below water supply lines. Wherever sewer lines must cross water supply lines,both pipes shall be constructed of class 150 pressure pipe and shall be pressure tested to assure watertightness. [2] The required setback shall be 50 feet where the applicant has provided hydrogeologic data acceptable to the Approving Authority demonstrating that the locationo the soil absorption system is hydraulically downgradient of the vernal pool.Surface topographyalone is not determinative. . Maximurd Wastewater Discharge Allowed Based Upon J)ot Size *if one parcel is within inultiple zolies,.use the more stfict limitation for parcel (bolded below) State 1+1/3 1+2/3 Defined 'rue Acres Acres •2 Acres' Acre Acre ` 10,000 13,333 , 00 30,0 =33,334 =40,000 =43,560 50,0o0 . =58,080 60,000 =72;599 80;000 =87;120 S.F.. S.F. S.F, S.F. S.F. S.F. • . SY S.F. S.F. S.F. S.F: S,F... STATE - . Ited Title V:-310 r''' ''—�� Dl,.b: C11'M 15.214 110 •110 220 330 330 . j 440 440 550 550 660 770 880 880 Lines *applicant ear} apply fora - variance. I STATE Red Ding. With I/A Lines Technology 110 220 330 440 550 660 660 770 880 990 1100 1320 1430 [I/A With - 660/acre Credit] (+not in town ordinance) r TOWN ORDINANCE Green Regulation of 330 330 330 330 330 330 330 330 . 440 ' 440 550 550 660 +tied Wastewater Zones Discharge ' *can not apply for variance and doesn't allow I/A. FOH-interim I Blue saltwater Estuary . 330 3 0 330 30. 330 440 440 550, 550 660 770 880 8.80 .: Frotection ' Regulation *can apply for variance, 7 t . Q:10FFICE FORMMhortToble LisGngWWDISCIIAItOE MAXIMLIWIdbc ' ~G Barnstable August 4,2009 snit"Mg Revised Januwy,� 2,2016 039. 2007 Counter Variances, Approvable By a Health Inspector Listing of Blanket Variances Granted by the Board of Health. 1) FOR ALL SYSTEMS THAT HAVE NO INCREASE IN FLOW - Septic system component to foundation setback- but in no case, no more than a 50% reduction in the required separation distance. A future reserve area shall be shown on the plan for proposals to increase or change foundation size on parcels when, in the opinion of the health inspector [or, if the-health inspector is not able to make a determination, after consulting with the Director or Acting Director] the proposal appears to provide very limited space for the proposed construction, septic system, and a future reserve area. C) FOR ALL SYSTEMS THAT HAVE NO INCREASE IN FLOW- System component installations proposed more than three feet below grade with proper venting (piped to the atmosphere) and with H-20 loading, but in no case shall the SAS be located more than six feet below grade. 3) FAILED SYSTEMS ONLY— SAS to private well separation distance variances, if located in the same general location as the old SAS and more than 100 feet separation is proposed, both from the on-site well and any and all wells on adjacent and neighboring parcels.* 4) FAILED"SYSTEMS ONLY— Septic tank or pump chamber proposed to be located less than 100 feet but more than 75 feet away from wetlands or a water course.* 5)}Additional seating at existingfood establishments, if no more than , 25% above the maximum grease trap capacity. 6) Proposals for six or more bedrooms, without any variances, are no longer reviewed by the Board. *NOTE: If there are two or more variances requested from#3 and/or#4 listed above,the applicant shall instead seek variances from the Board of Health at a public meeting. Wayne Miller, M.D. Paul Canniff, D.M.D. Junichi Sawayanagi Q:\POLICIES\CounterVariances.Jan2Ol6.doc TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION tA, c Map O Parcel T �' Application #��� Q T ).Health Division O��o ®�% Date Issued Conservation Division 6'y,a &/® Application Fee r �®xPlanning Dept. �� Permit Fee y-Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis . Project Street Address / �� vV f�'i �� /j''�ySS ,�QZ i y MnA!;%©w /v/i//S Village Owner �'� euml Address 190 Gvrl�1 e_ ��lu e Telephone mm g /tee x. 4/_ �;7 3.6/ 00 60 Permit Re ue"sf 0 1 Q Q ✓ �Vl cf� \ C�Ir 0 G nLew(Yw f ; in r000 ldiQ �. ,;, ...�,� �nl'rt6qlalyi Square feet: 1 st floor: existing proposed 2nd floor: existing 6 proposed Total new Zoning District Flood Plain Groundwater Overlay 1 Project Valuation b,0oo. Construction Type'. (A1nn .k A" ! Lot Size ��/,.S-GaI / 5r Grandfathered: ❑Yes CirNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure '54 �e, Historic House: ❑Yes LYNo On Old King's Highway: ❑Yes 06No � / 1 Basement Type: 9 Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new d Half: existing new 1lNumber of Bedrooms: existing new Q� Total Room Count (not including baths): existing new First Floor Room Count `7 Heat Type and Fuel: e(Gas ❑Oil ❑ Electric ❑ Other Central Air: des ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new siA Shed: Ell existing 0 new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review# Current Use ��,?_J-11,9 6k% Proposed Use ='*66 .. APPLICANT INFORMATION ,( (BUILDER OR HOMEOWNER) ,Name \ y/A� D^� T4elephonejNumber �� 3 O 0 Address License # Home Improvement Contractor# JtEail, UG�� �� ��'`�°God Worker's Compensation # ALL`CONSTRUQTIONb; BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE a w:iDATE . Q1 ( I FOR OFFICIAL USE ONLY t APPLICATION # - - y DATE ISSUED MAP/ PARCEL NO. 5 • ADDRESS VILLAGE OWNER s . DATE OF INSPECTION: ' FOUNDATION FRAME 4s INSULATION " FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. Ile Comurarrivealth o;jfMassachusdts I Depa rfirrent oflrndustl'ial Accidents f} te q f�ntistzgatiolu 600 Washington Street -- Bcrstoll,M 02111 Workers' Campensation Insurance Affidavit:Builders/CantractursMect6rians/Plumbers Applicant InfarmafLan Please Priut f eaibly <Name�UStD�S�Ig3llS�i4lrmlLndn+erina9}•: I��,fU�/� �0/�l Cityf5tat&Zig l3ra�LMS�r��e Phcne.� Are you an employer?Check theappropriatebax: ' Type project am a genera contractor and I e of F ]ect(re4nu ed): I_El I am a employer witF� I l st ❑ 6. ❑New const mctioa employees(full andforpart--time)-* 1lave hired the subcontractors 2.❑ I am a sole proprietoi orpartner- listed on the•attached sheet. �• [�]Remodeling ship and have no employees These smb-cadfractors have 8. ❑Demolition. working forme in any capacity. employees audhave workers' 9. wilding addition. INQ wpd:eve comp.insurance comp.irauxan�t mired 5. ❑ We are a corporation and its 10 ❑ an Electrical repairs or a ions 3.191 1 am a homeowner doing all work. officers have exercised their 1L❑Flumbing repairs or additions. myself[No tivaklmrs'comp. rigbt of exempfion per MGL 13.❑Roofrepa irs i m%i ce required-]i c.1:52.§1(4)6 and we have no employees-[No workers' 13.0 Other comp.insurance raequired.Z j #Aimy W icrw1-Bssrchec1abax#1�t also fMoutth�e swfiaabeIowshotciug dmirwoAere campensati apo&y inform dmL Romemnerswho snbmit s11is s±Gdaeu Indx=ng dey ue domg alf wcA and dim bire outside contactors oust suhmit a new afdxzk iadirs�ne SnrR rcoatnctors ff3at chea this boot mast&=dud?=addi6oaal sheet showing die none of the sob-eontmceaa and state whedter.or not Those entitieshme employees.'If the subtomtardaes hive emplafees,theynnrstprtn••i&their worken,comp.pang number- lam an eutplvyer that is pramzdbW workers'conrperu than inmiraucefor my empinywes Reloty is fhar po cy andiah site information Insurance Company Name- 'Policy Ai or Self-ins.Iic.4: ExpiEationDate: Job Site Address~ City/Statetzip: Attach a copy of the work-ere coaapensationpolicydeclaration page(showing the policy number and expiration date). Failure to secure coverage as req*edunder Section,25A of MGL c 1.52 can lead to the imposition of criminal penalties of a fine up to$L50D o0 andfor one-year imprisoumeut,as well as civil penalties in the form of a STOP WORK ORDERand a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement.maybe forwarded to the Office of Isrvesfigations of the DIA for i si urance coverage-umcification- I al'a hereby ca&f.y raider tine pinks mtd perraiYies afpedury that die ilrformadmi provided a bot g is bare mid carrect Si ature Date la VD Phone Ak- 0joldiduseanry. Do not tvrite in this area,to be completed by city artowl affictat City or'€'owns PerzmtMicense# Timing_alntharity(circle one): 1.Board of$eaIttY 2.Building Department 3.City1rown.Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: — --- -- - -- - - - 6 ormation and bastructious jassa�s Gehea3l Laws chapter 152 regm-m all empIoyees to provide workers'compensation for they empIoyees- pam=tto this sfiatofe,an m plvyee is&fined as.¢_-evrry person m.the service of another under auy contract of I'e, express or implied,oral or wrftten" An employer is defined as"an individual,pwtoersbip,associ�i&A Mrporafion or other legal e3 y,or any fQvo or more of the foregoing engaged m a Joint enfezpasa,and inclndmg the legal regrese�afives of a deceased eaxplayer,or the ret:eiver or tL�=of an individual,partnership,association or other legal entity,employing employees- However the owner of a dwelling house having-not more thin tbree apartments andwho resides therein,or the occupant ofthe- dwelling house of another who employs persons to do mainte ce,construction or repair work on such dweDiag house or oa the grounds or butldmg apptate�thereto shall not becanse of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also sites that'every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to com Tact buildings in the comm Dawealth for any applicant who has not produc ed acceptable evidence of cumpTiance with the insurance coverage requiz ed" Additionally,MCM chaptPa 152,§25C:U)stairs Neither the commonwealth nor i�uy ofifs political subdivisions shall enter into any contrast for the performance ofpublic work until acceptable evidence of compliancewith the insurance.. regzmements of this diapter have Been presented in the confiactiag anihoI*:' Applirauts Please fill oil file workers'compensation affidavit completely,by checking the,boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone nco ber(s)along with their cmtCacate(s)of insurance. Limited Liability Compames(LLC)or LimitedLiability Par[i�s(LLP)withno employees other fiian the members or partners,are not required to catty workers'compensation insaran= If an LLC or LLP does have' empioyeees,apolicy is regnuEd. Be advised that this affidayif maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage- Also be sure to sign and date;-he afIIdavi- The affidavit should be-r-et mmed to the city or town that the application for the permit or license is being requested,not the Depa.tmmf of Iudast ag Accidents. Shouldyou have any questions regarding the law or ifyon are mgoired to obtain a workers' conzpeusation policy,Please caa tiie Department at the number listed below Self-insured companies should eatr-.r their s elf-insurance license number on the sppmgriate line City or Town Offrcials t Please be sure that the affidavit is complete and printed legibly_ The Department has provided a space at the bottom of the affidavit for you to fM out in the event the Office ofIuvestigations has to co:atactyou regarding time applicant_ Please be sure to fill in the pennit/license number which will be used as a reference giber. In addition,an applicant that must submit multiple peonWHc rose applications i a any even yew,need only submit one affidavit indicating dent policy iafbration(if necessary)and under"Job Site Addmse the applicant should write-all locations in (citY ar town)--A copy of the-affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on fete for fufxQe'pennifs or.Iicenses_ Anew affidavitmust be filed out each year.'Where a home owner or citizen is obtaining a license or permit not=atEd to any business or comment ial vEntro (Le. a dog license or pemtit to bum leaves etc.)said person is NOT to complete f ais affidavit The Office of Investigations would hie to:thaek you in advance for your cooperation and should you have any questions, please do not hmsifale to give us a call. The Department's address,telephone and fax=tuber Cammmwul&of Masnchnsc is . IIegarf mein of Indusf dal Accidents floe ofve�trgtia �T�arsbingtan Strut BQstan2 MA E 111 ` f,-L 61T- -4 Qxt4-06 or 1477 MA&AM Fax#617-`27 7m Revised 4-24-07 w w vxws �o�fdia I AWC Guide to Wood Construcdan in High Wind Areas:110 mph.find Zone Massachusetts Checklist for Compliance(790 C,Jfx 5301.2.1.1.)' E3 Check 1.1 SCOPE Complimca WindSpeed(3-sec,gust).................».._...._........_............................._.......-_.........._..._.._......._....110 mph _ Wind Exposure Category_._.._...... ..__.._ ..._......._..._........................._......_..._ 12 APPLICABILnY Number of Stories ..............._.._._........__............_.__..(Fig 2). ..........__........... stories 52 stories _ RoofPitch _...._.._. _.... . ..._.... _.. .... ._...._..._.._.(Fig 2).......................:................ 512:12 Mean Roof Heigh _.:_.---. ._....._ ..._..._.... ......_...._._..(Fig Z)_._.._._...._._.... ' ... ft s 33'Building Width,W _._ ._.._...._.Y ft 5 W ....._...._.�.._.__.._._....:_......____..__..(Fig 3)..._.._.____......._.._.._._._._... _ — . Building Length,L ...................... _ F 3 — Building Aspect Ratio(UW) __._...:...._..._.._...._...._......._.(Fig 4)._......_................_..._:_------------ _<3:1 Nominal Height of Tallest Opening2 -----------_----__-----_-__.(Fig 4).................._.........._...._......__ 5 618' 1.3 FRAMING CONNECTIONS General compliance with framing connections........... (Table 2)...................................._.._..._._.._....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................._......................--........................._........ Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION1,3 5/8'Anchor Botts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only . Bolt Spacing-general......................I..................(Table 4).......................................... in- Bolt Spacing from endroint of plate _...... ....._.._..(Fig 5).._....__._._..._........ _. in.5 6'-12' — Bolt Embedment-concrete.._........._......._................(Fig 5)..._.._.. ._....... .__.._..._._....._in.Z T — Bolt Embedment-masonry._.................................(Fig 5)._..._............................._.. in.z 15' Plate Washer._................_........................_............._.(Fig 5).._.._........................._:........2 3'x 3'x'/4' — 3.1 FLOORS Floor.framing member spans checked ....._............_.......(per 780 CMR Chapter 55)..._........................... _ Maximum Floor Opening Dimension_._.___.._................:.(Fig 6)....................._._..�ft 512'or U2 or W12 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................................... Maximum Floor Joist Setbacks — Supporting Loadbearing Walls or Shearwall_..............(Fig 7).......-....._........................._......._it 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft S d .. _ Floor Bracing at Endwails................_........ (Fig 9).__................-._........................._.. ._._._ Floor Sheathing Type ..................__........:........................(per T80 CMR Chapter Floor Sheathing Thickness... :.._...... _-..... (per 780 CMR Chapter Floor Sheathing Fastening..............................................(Table 2)__d nalls at—in edge/_in field 4.1 WALLS I Wall Height Loadbearingwalls...._..._ ...._._.. ..................(Fig 10 and Table 5)...._.._:..._.__.._ _ft s to, Non-Loadbearing walls..........................._._......._..(Fig 10 and Table_5)._......................_ft 5 20' Wall Stud Spacing ..... ....(Fig 10 and Table 5 in.5. 24'o.c. Wall.Story Offsets . ....................................._. .._ .(Figs 7&8)..........__............._............ ft 5 d 42 EXTERIOR WALLS Wood Studs Loadbearing walls........... ................ (Table 5)...........................2x -_ft_in. able 5 _Non-Loadbearing wails....._............_......................_. (T )........_.._......_._...__Zx ft in. Gable End Wall Bracing I — . Full Height Endwail Studs......._ .___..._...... _.._.. .(Fig 10)........_............................ ...._.._......... .... WSPAttic Floor Length_. ........ ..._.._..._._........ .,_(Fig 11).................._......_. ...._........_ft?W/3 Gypsum Ceiling Length(if WSP not used)...___:...•._..(Fig 11)....................__... ____.__... ft z 0.9W 214 Continuous Lateral Brace @ 6 fL o.c...(Fig 11).......................... _..__.._..._.._...__. Double Top Plata Splice Length .................:..._..___..._._._.._..._...._..(Fig 13 and Table 6)_._._..._.._.._.__.....: . ft Splice Connection(no.of 16d common na-ils):....._.-_-.(Table 6)._............_..........._...._... _._.._ v f AWC Gaide to Wood Construction in High lend Areas:110 m f•Y nId Zone Mass'achaseM Checklist for Compliance(7so c&rR 53iii m.1)t L.oadbearing Wall Connections Lateral(no.of endnaled 16d common nails)..._»..._.(Table 7).�...__._»»..».._.....»_....._........... Non-Loadbearing Wall Connections Lateral(no.of endnaled 16d common nails)»__»...»(Table 8)._..........._.............»............ __»... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans _.. .._..»__ ...._..........._»...._.._..(Table 9) .-_._,..._...»..........:.._ft=in.511' Sll Plate Spans _..._......._»_. _»......:. (Table 9).____.._»»__...._......_ft_in.S 11' 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.51T Sill Plate Spans.... ..... (Table 9)_------_--- Full Height-Studs(no.of studs).»......»_».._ _»...__...(Table 9)..._...._...............................».._.... Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening. ......................».»......_...._»..._.....__..... ....... Sheathing Type........._...__................_.......(note 4)............................. Edge Nall Spacing.-......_....................__..(Table 10 or note 4 if less)..............._._ in. Field Nap Spacing.......»................_.........__..(Table 10)......._...._...._._...... ». in. Shear Connection(no.-of 16d common nails)(Table 10)_.____._-._-_-..._...._..._.__._._........ Percent Full-Height Sheathing.._....._' __..(Table 10)_»._....._..__..»».....»..._...».._..._% 5%Additional Sheathing for Wall with Opening>61 (Design Concepts)_.-_.._-__.._. Maximum Building Dimension,L Nominal Height of Tallest Opening...._..._._.............................................. --,_<6�g• _ Sheathing Type_.._........_._............_...»»_ (note 4). ......._».._. ....._........... Edge Nall Sparing....... »..»(fable 11 or note 4 If less).............:....._. in. Feld Nall Spacing..._..__:...._ ......... ails)(Table 11).__...___.__._..».»_.__.... .»_.....;...... Percent-Full-Height Sheathing...._.......--........(Table 11)..._._..___._...... 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)........._ ._._.. Wall Cladding Ratedfor Wind Speed?......... ..................__...»__»_»»..._.._.:_..._.. _.._.._».,.._..»........_... 5.1 ROOFS Roof framing member spans checked?.__.. ...... (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .....»............................................(Figure 19)............._ft:9 smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplfft.._._..... ._._.:.....-......_..._»..(Table12)................:._.....__..._._._.._U__ pif _ Lateral...._._..................................(Table 12)....................................... = pif Shear».._.........»......._..».._.».».._..(fable 12).__....._' __ptf Ridge Strap Connections,If collar ties not used per page 21..._(fable 13)..»....._., _........._.T- plf _ Gable Rake Ouf Doker.........._.............................(Figure 20). ........ _ft s smaller of 2'or L 2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift_..._.._....--.»....._.._..._._...»(fable 14)....._.--...--....... .......»U-- lb. Lateral(no.of 16d common nails)...(Table 14)...............................+...:::L= lb. Roof Sheathing Type._._ »...»...»......._.......»...._.....(per 780 CMR Chapters 58 and 59)..._........ Roof Sheathing Thickness_....................._._ _:...___.......»___..:...._....__.__..».._in.a 7/16'WSP RootSheathing Fastening _».......».._»_........»(Table 2)..._.._ .... _ ._.._.......».._._ Notes: 1. This checklist roust be met in Its entirety,excluding the speciic exception noted in 2,to comply with the requirements of 780 CMR 53012-1.1 Kern 1.H 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 18a 2. Exception:Opening heights of up to 8 ft,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-grade. AWC Guide to Wood Construction in Sigh Wind Arens: 110 mph Wind Zone Massachusetts Checkliif for Compliance(780CMRs301.2.I.1)r 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent FulkLieight Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/1 ti and be installed as follows, I. Panels shall be installed-with strength axis parallel to studs. I All hortzontal joints shall occur over and be rated to framing. ii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row'of 8d staggered at 3 inches on center per the Figure, Vertical and Horizonfal ldaNng for Panel Attachment • 1 AWC Guide to Wood Construction in High Wind Areas:110 rnph Wind Zone Massachusetts Checklist for Compliance(7so crmR s3oi.2a•i)' -Mm THU[DOE RESM ON FEL4MW EISEsd MAK•S. AT 5b•e • 11 • 1 _I I `I F I ' 1 n 11 1 Y 1-I 1 /1 II I So of • 11 1 • 1 11 1 1 . N H 1 a rfas F'F- 1 1i 6 .I u2 if I I If u 9 .I 4 n II {{F if 11 s I d 41 11L 1 I r � LI H • � fl tI � IM&SPACM i tsAf�lEL V See Dalail on Next Page Vertical and Horizontal Nailing for Panel Attachment SHE� Town of Barnstable Regulatory Services • BAMSTABM ` Richard V.Scali,Director NAM QED plpl►�0 Building Division Paul Roma,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 J 19 , as Owner of the subject property hereby autfiorize f� �-�' //�� m.c• .Q to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **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. Signature of Owner Signature of Applicant ��lJ/�Y `�i✓ �11 w Print Name Print Name Date Q:FORM&OWERPERMISSIONPOOLS r� Town of Barnstable r Regulatory Services , pUIKE Richard V.Scali, Director Building Division • BARMN lk. • Paul Roma,Building Commissioner MAM � 200 Main Street, Hyannis,MA 02601 �plFD MA'1�' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOwNER LICENSE EXEMPTION , Please Print , DATE: - , JOB LOCATTON:� f ® �(J�/'/ aSs �/�✓U P O �0� �� ._Y __.. _ number street village C`F OMEO_wNER7: name G home phone# work phone# CURRENT MAILWg3 DDRESS:./!7 f� f'�/J%�� ��OSS ••�/!J laild2 S/il� /vl/q city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to -be,a_one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. . The undersigned"homeowner"certifies.that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature_of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)'for hire to do such work,that such-Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing`Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor.. The homeowner acting as'Supervisor is ultimately responsible. ; To ensure that the homeowner is fully aware of his/her responsibilities,many.communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this M' ye is a,form currently used,by several towns. You may care to amend and adopt such a form/certification.for use in your community: 1 B1�`� Dept. gar„stab�e SMOK DE ,- EC :>: S PREVIEWED n��p►a�'edby _ Lf U 1 BoilSTABI _BUILDiNv ,�;,T. DAT FIRE UEFAR TN]E tiT DATE BOTH SIGNATURES ARE REl ,..RFD FOR PERMITTING - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - 7 �-,- - - -- - t 71�`fT`I � 11 ' I' i �� ' I 'F — � 1 w I 12 - Ioo 10 i 10 -==T - - - - - - - - - - 410a - - - - - - - - i — I-- �1 E FR O N T E_ L— E T I O ICI c_ " V-J" Pn"_; Ln K I TC H E N I 'I I a� c rr>3l J I II DINING RM _ � .,- � T1 CAR FORTEc N. — i c I L� J N �. BOOR R EM O ECD ANC OPENING EXTENIDE0 TO 4-a :�^ ! LI I G RM _ i '-�r` Cyr Lr. i I II E N TRY ; I14 tL PORCH j 01 2400 1•............ � �E t•• _ � T E!lTN w..........WIJ To age looa'Es"� t f •< e scr� ;ovrc�s I;�^T �j `"'" .� < s�aaA S�:YE:NQiLO _; !lE taElGR?M it !• � �•(�i� � zivErao RNA. "";� ,� \1 � � } � �� � � ;.� i _. _� . 0 li PORCH c 1200 1350 1750 1200 L4-O"J L4'_6.,J 5'-10"J L1--0. j�'J J 30 BEDROOM BAT'H RNA c L.osET - -4 -C 1 MASTER E EEDRM BA HRNA 07 ii 15(�O o r` 5' „i _ o I II — N �i 750 -� I� p CLOSET CD i i Lc 3i BE0FROOM O I' w nit I nu i 1 rnI 11rn AI nnli 15 ` 1C� 1^+ o rl r t 0 120C� 3nO 17=�� 0� II ki l! I IIII 1111 1VIaM I Iiliill 11111111 r 1 0" -4" �r a . ZD I L F= FR 1 S3 T F= L-' 1R _ F� L- A N SCALE s s I z'-3"J ,l3'-O' 150 15.-5'1 r lo ;ll - - --------- CAR POFRTE/ o p Zo / - d, Jill • ENTRY PORCHGFR OU N ED EL- EC _ P L- AN I PORCH B A TH R M . CLOSET // BATHRM . MA�TEF? BEC4?Ivl . BEDROOMLI a i I 91 —i CLOSET > W. I nl ni m II IV�S I Iliil I�l! 191dtIM 1�IIIII IIIIIIIH ` �'`'�.EIR 1 !ST EL— EC _ P BAN C � —)� G PERIMETER �0 750 WALLS TO BE CONSTFRUCTEC L4 _(I,•� J WITH FR INSULATION f EXISTING CYOOR WAY TO WALK CD T L�y -1`• � 1 �.'�%.,, � ��'_+,ivy,:= e ' r GYM / PLAY AREA MECHANICAL R O O M Ii f 1 7 I :{{ EXISTING STAIR ` li 325 Lr�•�;4 - ''-5::] y Ln!f s�OQ� ELECTRICAL LEGEND SYMBOLS DESCRIPTION v RECESSED DOWNUGHTS 240V OUTLET DUPLEX RECEPTACLE I� 110V INCANDESCENT BRACKET LIGHT 110V INCANDESCENT CEILING LIGHT DOUBLE FLOURESCENT LIGHT ` S SINGLE POLE S2 DOUBLE-POLE S3 THREE-WAY SWITCH S4 FOUR-WAY SNATCH D dd i DIMMER SNITCH dd P2 i 20 AMP PILOT LIGHT SWITCH- 220V 0 P dd t 20 AMP PILOT LIGHT SWITCH- 110V INCANDESCENT CHANDELIER CEILING FAN Q CABLE OUTLET EAVE LIGHT(PHOTO -ELECTRIC SWITCH) ELECTRICAL PANEL OUTLET b TELEPHONE ETENSION O SMOKE DETECTOR O ELECTRIC MOTOR NUMBER=HP w / INS ' i ' b ' ,1. .1`l�� •s� In 0 0 , Lo'r p l 7 all tea, °° i ti°gPt� d a\ k a r 16 o W HITS �� ' 1. �1 o5 L)9/va- LEGEND EXISTING SPOT ELEVATION 0 PROPOSED SPOT ELEVATION & �r, ��N OF- Mq� EXISTING CONTOUR ---0- -- ����y S9�y `AN OF 4f PROPOSED CONTOUR 0 �,( P qU L' rt, � P4 NOTE: THE LOCATION OF ANY UNDERGROUND L E V Y":' . R09�N SEWERAGE 'WELLS, OR OTHER UTILITIES SHOWN ON No.10950 0 o THIS PLAN IS APPROXIMATE ONLY AS DETERMINED ,o��FG� T �� ��� .31341. Q FROM RECORDS AND/OR VERBAL INFORMATION. ao THE CONTRACTOR IS RESPONSIBLE FOR THE N �Frw ER�� s� VERIFICATION OF THE EXISTING LOCATIONS IN �NAI IA% THE FIELD. N IN R A LEVY $c ELORECGE ASSOCIATES,INC CLIENT ta�2 PROPOSED PLOT• PLAN ENGINEERS - LANDSCAPE •ARCHITECTS JOB NO.l�32 ,PLANNERS - LAND SURVEYORS DR. BYS� IN .t 889 WEST .MAIN STREET. CHKD.BYs % i9h:'!s 'op - r.FNTFQV I I 1 17- MA n9R"4a . QuccT � nc 2 crn r c, l 9�0 r,ATc,`"?_ u.s. Postal Service" 0 RECEIPT CERTIFIED IT1 D estic Mail Only F AL U Qn Ln Certifled Mail Feet N $ add fee as epproPdate) •0 Extra Services&Fees(check box $- Postma U�/ rkt� Ratum Recalpt(hardcoPYl $- -r � RMr.Receipt(electronic) HetB _ �cerudlad Mail Restricted Delivery o $ i 1ti I O Adult Signature Required Adult Signature Reauleted Delivery$ p Postage 0 $ 0 Total Postage and Fees $ r- Sent To r-js' e r j-- ---- ea t a--- -t No or PQ�oX ' O Street andAp-- - .r ✓L1��.1C --�------------------------- Ciry stet ZIP+46 /O w :•r PORGM -tl D'-tU 4- I �M• BATHRM- BATHRM./ B EpROOM I I //J I Ou ® ' ' MASTER EpRM. II SW� III © L 8 O ATHRM. MA�TER BEp(2 M. BA HRM. mm womN / ,•\ , I 1500 a t1�1 �' Qr 2/OY MET BEpROOM •J/ 'O \•� .\•`. \ \— - MFSf®010E BEDROOM CJ' -6 1 > i to RACE5M w Bd00.T 0OR i ! - �" 2 \ / ' OL006T _ F' ta -� OlOB6T / ta r�Et�rr El°MIT B EpR OOM ie � t I � / 00.9E RAFEW I10(f I -a- \ww•�. ef'' \\ •\ 1200 1200 1000 s SM SCE n-lTuTr 0 S 1911 — \ [4'-O']B [4.�t6 [s-4"1 i E u I al I •\ 1tl�1 [S..4f b S .i S3 Miff-MYsffm FRIS-r FL-R. PLAN tF?.L-4-ij;-o1f50 �-sl FFZIST ELEC. PLAN t57 t57 ID IIP ROi IAIf SfiOF>IDi �i IDMPFOf IAR SfW-1IOi sc ALE ,:ee IEY1069mR Mum - �-U1 [2�11.11�0' � t9JIC iM it EAtE IAR[fl1010-88000 91W) ----- __ t R16'WJL VN9. WILU �II OININO RM. 11 ® , •gN� I •� IQ 411FAllYE EQIWfI ��. I �•— •'•�.\•� �� Q j14 1200 � 7 \\�� [4-0•� t - CAR PORT ,+ � = fiBOL,Ifs / % CAR POR TES -------_ _ O ------- —�— L4-U 1 rl �a - -- - •y• ..... i onoioR LIVINO RM. I 7 • �I� r= I�I'I + // I — O �/ �!I °000 I — ENTRY 1s , 14._ EN TR Y PORCH ' PORCH . Lr'JI § I GRc)ur ELEC. PLAN Iq SCALE 1:OO 2400 GROUIVE:) FLR. PLAN SCALE 1:60 I I 1 1 I I '-----J ' ------------- j -- --- ---------- -------------- -== b 1 1 AI {}CIE° 11 III F7L91ID CR0140 -- TT 7—'-- TE 1,1E90D m.IX FRONT ELE\/ATIOIV SCALE 1:00 AN M�..������;�,� .- „� .�_�„�..,�, J�r - 1`� PROJECT TITLE DATE No. DRAWN BY KAHDEL SHEET TITLE R� �`L� j �+�'� PROPOSED EXTENTION DATE MARCH 2017 FLOOR PLAN & FRONT ELEVATION PART OF 180 WHITE MOSS DR MARSTONS MILLS MA o z' \ �� SCALE w 1' CLIENT ¢ y v� KEMN PHONE 508 345.8QI CHECKED BY r � I • -A OF X STEP HEN J. SGOAN STRUC MURAL C OUTLINE 8PECIFICATIONB FOUNDATIONS MBiIOR •P No.4 c� GENERAL Fl:EXCAVATE TO LINESAND GRADES REQUIRED TO PROPERLYINSTALL711F. STRUCTURAL_ IUMgam `STUD BEARING WALLS LVL BE 1ST CODE CO\'FOR,VAN(E = i:G• ALL.WFRIA TIS WnRKWSSNIP AND DETAILS COVFnRN TO 1NEDTH' F'OUVDATIO\)ONUNDIa'iURB1:D SO1L OR COTTROLl!D STRUCTURALMCI:F7L. SI:I:. Fir ' EDMON OF THE,FOSS GIUSETIS STATE BUILDINGCODR 1110M..10 - APPROVED BY THE PROJECT ARCHITECT.REMOVE ALL SIL77'TDP.SOILOR �S+o SLI.E.VA77U\51L FOAETPRODUC75ASSDCU770.V\'.i770VA1.OFSIGNSPECIRGTIOV P 9 N1 TY)MISpR:VOTIVE.Rh'fl:'RFVCE'AST.i:\'OAROSI.VCLUDF.'DTHE'RFINTHATARIi APPLI(.iBLF SIIAU 70,\'AAB AUTERIAL FR(1_Il UNDER SL1RS ON GRADE A11 E\'GIIATIO:\'S F'ORIffK)OCO\hTRULTO:\"L\'CIJ/DI.VGSUPPI.IAIE�\7. � • 'Tn 771I5 PROJECT. S1IALLBE DRY'BEFORE PLID:\'GA,\'}'C.ONLRE7E LSL AT ®� (�� C� SI:11 A.tIEWCAN 1\57TnfTE OF 77.1fBER(:O\STFL'LTOS TISIAFR L'nSSTRL'LTn,N EXTERIOR WALL m G-2 771E CONTRACTOR SHLUJ.FAMILIARIZE HIALSFJF WITH 771E Cf.\7RACT F.1 F\7ERIOR(CALL FOOTINGS ARE TO REPLACED O:\'APPROVEDSOILATA �Rd W E cm� ,1RNIVQAf DEPTH OF 4 FT.BELOW THE LOICFST,ID dL'E:\TGROUNDSURFAL•F a7.LVD,IADS'-, ORjFCT S GINEE ISBEFDR\'CIROCE DING WITH TWE AFFE TED WORK 0F771£ 1 PROJECT E\'GINfEft BD7JRf PROCEEDING I[1TN TILE,AFFECTED U'ORY:.ANY EXPOSED 7T)FREEZING.ANY`ADJUSIl1E\T(1F ELElA11OA;C(1FF0117L\'CS DUE 1'O SLl1 VS.UF.PART.tIF,\'TOF(:OM.1lF.RCF..P520 FOALUVBfR 2�OUASI"I BLOCKS � g�. 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MASS COORDINATE SYSTEM MAINLAND ZONE MERIDIAN DETERMINED USING A TOPCON HIPER GPS RTK UNIT COLLECTION DATE 05/09/2018 1190 WHITE MOSS DRIVE MAP 46 PARCEL 145 N C? w E 9361, Oj N 49*2717" If Notes 1. LOCUS: #180 WHITE MOSS DRIVE MAP 46 PARCEL 143 2. OWNER: KEVIN E. JONES 180 WHITE MOSS DRIVE Oh MARSTONS MILLS, MA 02648 :H MAP 46 3. DEED REF: Cert: #208821 Cb P29AR56EL C 1 Sr 4J �! 4. PLAN REF: Plan: 37857—B (SHEET 3) , 9± N Q 5. LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS SHOWN ON 1186 WHITE MOSS DRIVE o Q FEMA FLOOD INSURANCE RATE MAP No. MAP 46 PARCEL 144 25001C-0541—J dated 07/16/2014. 6. LOCUS DOES NOT FALL WITHIN THE NATURAL HERITAGE and ENDANGERED SPECIES PROGRAM (NHESP) AREAS OF kA ESTIMATED HABITATS OF RARE WILDLIFE ROP 34 POSED ADDI!j and PRIORITY HABITATS OF RARE (240 SPECIES. 4P A G M 7. LOCUS IS LOCATED WITHIN A ZONE 11 .00, 5S± WELLHEAD PROTECTION AREA. CK C) DE 8. CONTRACTOR TO CONFIRM LOCATION OF X 80 ALL EXISTING UTILITIES. ACCESS & U77LITY-1 0 EXIS11NG EASEMENTS HOUSE Om A\ 13EDRO 1Q, 1 3) SF' C 806:1 4V ZONE: RF RE UIREQ* ExiSTING PROPOSED A. LOT AREA: 15,000 S-f- 29,569± s.f. 29,569± s.f. FRONTAGE: 11w 20' RAM 37.5'± 37.5'± FRONT YARD: EX. 30' W 174'± 169'± )00101 SIDE/REAR YARD: 0\3 15' 38'± 17'± EXISTING G DRIVE WA Y PER §240-17 PART "F" OF BARNSTABLE ZONING BY—LAW: BULK REGULATIONS FOR OPEN SPACE RESIDENTIAL DEVELOPMENTS AND SUBDIVSION PETITIONERS PLAN 37857—B 00. Prepared By. . AC 49 HERRING POND ROAD 19 OLD SOUTH ROAD BUZZARDS BAY, MA 02532 NANTUCKET, MA 02564 (tel) 608.833.0070 (tel) 608.326.00" (fax)508.833.2282 www.brackeneng.com J168 WHITE MOSS DRIVE PROPOSED SITE PLAN MAP 46 PARCEL 141 IN BARNSTABLE, MASSACHUSETTS 11176 WHITE MOSS DRIVE Prepared For: MAP 46 PARCEL 1142 KEVIN E. JONES OF I,I,,, #180-WHITE NOSS' DRIVE MAI o LAN M RACY MAP 46 PARCEL 143 0 32 No.377 Q/1' ell PLAN SCALE P SS\0"' 0 4 8 12 16 20 30 40 60 1 inch = 20 feet No. Date Revision Description By Date: jDrawn: Checked. Sheet: MAY 21, 2018 RED/IBEI ZLB/AMG: 1 of I S:\Autocod Drowings\6urnstoble\White Moss Drive (Marstons Mills)\180 White Moss Drive\180 White Moss Drive Ex Cond.dwg —-------------