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0024 EATON COURT
a �, ���en � �����- - � LL �� �� 12-28-1998 03:39PM cROM 3tEET'9ER. ENGINEERING TO ie0942829's P.01 3 F (1 /Z t4 41 <J . S TO THE BEST- OF MY INFORMATION, AS--HUI 'j'" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNS ABLE SHOWN ON THIS Zor-�z � /Q� c79z S. ZG PLAN HAS BEEN LOCATED ON, -� GROUND AS INDICATED ~•,; �fS1' r'�� SCALE s s4`.--��J . DATE Sara. ,�_ a CLIENT •to � ��I>�i 235 GREAT STERN ROAD - '—!`— P 0" BOX 713 _. t?ATE PROFFSSIONAL LAND SU SOUTH p Qis MASS. • v io-i:: 9.2 o 00 398— o63 TOTAL P.01 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S 15-I-t'l o f>?f w Telephone Number (Scar 1 y 3 2 —S 19 P, Address 1 Z-9 PyNw1g iF43�7 License# CS - 01 Home Improvement Contractor# WC-A5'7-'4 3yl0 Email Seen ` C� � cAScc.��n� Cc�,M Worker's Compensation # {oS(�Zyg 2F�1 y2(o�l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 574 ZZ10 117 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION C, M A i(e� Map Parcel t� Application # Health Division oGL� -yam Date IssuedAA Conservation Division �� �6' <)��4Application ee Vo Planning Dept. :V41 Permit Fee cS'>, Date Definitive Plan Approved by Planning Board ^ v� Historic - OKH _ Preservation/Hyannis Project Street Address Z E_A_FQtA- ('o ZT- o f&-k n Z_63S_ Village Cani k'r, Owner ,\ntAIPrFTgvl�riA SI -X:9'L Address Y DJ Z_kulF Telephone",S-0 .32y - ZZy q \�1 Csr'g� r-� MA& o 1 s-g i Permit Request 1-=Xt STItAC Ft EFLn otiAF R Akgxk� \-mA ft ►mot,,jecr-3 COW?J21E� \, AA N -ro tgir- \, �t4 EEF==� LJTX-�k New Talc-\agm Fes+-s n Fk Sto b t le Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay co Project Valuation (CH,(M . Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Na 1.=tlG 'W c wg 1S Telephone Number �e YS- b Addre STot� (A� 1� o icense # � i RATIAAAA N\Ac O Z�3 ome Improv ment Contractr# Email orker's C mpensation # ALL CONSTRUC N DEBRIS RE/TING TING FROM THIS PRO ECT lLL BETAKEN TO g} Fl�o �-f SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # -DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ,ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL j� t1 ��-7 FINAL BUILDING F� �j'�9fAd DATE CLOSED OUT ASSOCIATION PLAN NO. c—•' g•' �rARY LANDSCAPING&IRRIGATION 129 Queen Anne Road,Unit C 508-432-5198 Cell(508)737r 13 Harwich, MA02645 olearylandscaping.com info@olearylandscaping.com Mr.&Mrs. Jonathan Sigel 2 24 Eaton Court Cotuit,MA. 02635 _ w Landscape Construction Contract This ag reement is made on the 19th of October 2016,between Mr. & Mrs. Jonathan Sigel,whose address is 24 Eaton Court,Cotuit, Massachusetts("Owner"),and Dan O'Leary Complete Lawn Care Inc.DBA O'Leary Landscaping & Irrigation of 129 Queen Anne Road Harwich MA "Contractor" for work to be performed on the aforementioned property of 24 Eaton Court,Cotuit,MA. For valuable consideration,the Owner and Contractor agree as follows: 1. Dan O'Leary Complete Lawn Care Inc. DBA O'Leary Landscaping&Irrigation proposes to furnish all of the labor and materials to perform the following work for the Owner as an independent contractor. A. Site Work: r • Remove fence as needed to create entry to the new construction area. Store fence on site to be re-used by fencing contractor. • Move spa as discussed to driveway by transplants for the duration of the pool 1 ` installation and the re-install when needed. • Remove existing wall at driveway and wall to east side of spa store stone for re-use. • Remove five(5)trees along the fence line and stump grind as needed for future planting area. We will also remove the spruce on the front corner of the house and the stump. Per new wall design the existing Oak in the wall will need to be removed and stumped out to construct the poured wall. • Install protective fencing along the left side of the house and the right side of the drive to prohibit damage to existing plant material during construction. ®,I L.��ANY LANDSCAPING&IRRIGATION 129 Queen Anne Road,Unit C 508-432-5198 Cell(508)737-4413 Harwich,MA02645 olearyhandscaping.corn info@olearylandscaping.com • Install silt fencing and hay bails on North East side of pool to protect area from run off. We will install straw bales and a 3" silt fence and stake the bales every 2'. This will be maintained throughout the construction project, and be removed upon finish.grading. (Mary LeBlance to approve.) • Clear all trees and brush from the construction area as discussed and remove all stumps from site. Stock pile any loam for re-use and remove all other debris to local facility for recycling. • Grade entire pool deck area to P below finish grade. We estimate the need for 175 yds. of fill at this time $25 per yard graded. (This will be determined on order of work layout and material from pool excavation). B. Hardscape I: $64,000.00 • Excavate for footing to wall. As requested we will bring to the frost layer and set a 10"x 3' reinforced concrete footing. This footing will be installed to industry standards as designed by Donovan Concrete. We will pour a 3000Psi concrete and install rebar for structural support. • Construct wall using 10" poured wall Specs per town included. • We will remove all stone from existing wall and entrance to the work area and store for re-use to re-construct entry wall near parking. • The new wall will be installed with round New England Fieldstone Veneer to the poured concrete wall (specs to be included)to the entire wail area specified. (Approximately710sf)Measure squared footage to be applied in final billing. • Install approximately 15 sections of Aco drain that will be mortared in place %2"below the wall cap and be brought to daylight with 1-1/2" schedule 40 pvc through the front to the wall every 10 Feet. Included in this price are galvanized slotted drains. (Stainless steel available on request) • Fix granite step at deck by installing a 12" compacted processed base and leveling to height as needed. • Move spa back into place one the pool deck is completed. C. Loaming and seeding: 14 =.��?CRY LANDSCAPING&IRRIGATION 129 Queen Anne Road,Unit C 508-432-5198 Cell(508)737-4413 Harwich, MA 02645 olearylandscaping.com info@olearylandscaping.com • Spread loam in all new planting areas and cover existing lawn areas to repair after tree removal and wall construction. All lawn areas will be top coated with 2"of soil were disturbed and any new areas will be graded with 8" of new soil for planting and or lawn.(plantings to be determined). • Upon completion of the loaming we will repair the irrigation to allow for proper coverage. in the existing areas and the new areas will need to be defined.(Irrigation repairs are done at$75 per hour plus materials.) • All existing lawn areas will be hydro-seeded and returned to original'look.' Any new areas will be covered in the planting specs when provided. D. Hardscape II: • To finish this phase of the project we will install the 2' x 3' thermal bluestone steppers to the drive and to the gate going to the pool equipment. These will be set on a 4"layer of compacted processed base materials. • We will replace the wall along the driveway nearest the overflow parking to the original size and location. • The parking area will be re-graded and covered with 2"of 3/4" chipped Bluestone. Items to be discussed: • Lighting • Back filling of pool deck • Planting • Irrigation • Alternative wall options i CYU- AsR'Y LANDSCAPING IRRIGATION 129 Queen Anne Road,Unit C 508-432-5198 Cell(508)737-4413 Harwich,MA02645 olearylandscaping.Cotn info®olearylandscaping.com 6. Client is responsible for acknowledgement of all permitting needed and will be responsible for any and all cost incurred for the permitting. Further, by acknowledgement of this contract the client will allow O'Leary Landscaping & Irrigation to pursue the needed permits. 7. O'Leary Landscaping &Irrigation will not be held accountable for any increased project costs resulting from damages to any underground or otherwise concealed utilities or structures including,without limitation, irrigation systems, septic systems, septic/sewer piping, utility lines, etc.that was not accurately identified and labeled by the client prior to commencement of construction. 8. The Contractor agrees to indemnify and hold the Owner harmless from any claims or liability arising from the Contractor's work under this agreement. The Contractor agrees to carry general liability insurance, automobile liability insurance, and worker's compensation insurance. 9. No modification of this agreement will be effective unless it is in writing and is signed by both parties. This agreement binds and benefits both parties and any successors. Time is of the essence of this contract. This document, including any attachments, is the entire agreement between the parties. This agreement is governed by the laws of the state of Massachusetts. 10. This acknowledgement of Agreement states I have read and confirm my acceptance of the Landscape Construction Contract with Dan O'Leary Complete Lawn Care Inc. DBA O'Leary Landscape & Irrigation of 129 Queen Anne Road Harwich, MA, and agree to the terms set forth in this Landscape Construction Contract. Dated: 10-1 O1 Signature of Owner: 44 �aa' , / J RSignature of Contrac v ani 1 W. O'Leary Office of Consumer Affairs& Business Regulation-Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting Home Improvement Contractor Registration Lookup To search by registration number, enter the registration number in the textbox below and click the 'Search' button. ......................... Search by Registration Number 187814 (Search You must click the "Search Registrant" button to search by name or location. Search by Registrant Company name 1 Search by Registrant Last name ......._... City/Town Search Registrant State Zip code Click on the registration number to view complaint history. You can also view arbitration and Guaranty Fund history. The list is current as of Thursday, May 25, 2017. Search Results RESPONSIBLE REGISTRATION EXPIRATION RegistrantName INDIVIDUAL NUMBER ADDRESS DATE STATUS Dan O'Leary Complete O'Leary, Sean 187814 129 Queen Anne 05/17/2019 Current Lawn Care Inc. Road Harwich, MA 02645 4 ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. y f https:Hservices.oca.state.rria.us/hic/licenseelist.aspx 5/26/2017 The Cawwarr Teals u,fMaw adrmetts Department r fru&sVscf Act.�dentr Office afhrPedwdem 600 WadfiW=Areet Bastun,MA 02111 I-mm alLgapl a Warlmrs' ConpeniaifanInsu-amce Af ffifavit Bm'ldeI-dCcII{IActarsMecfticianefP r�ern AppHcmd Tmfarmutian Please Print tee= (Za cats Lire you an mmplager?(Meckthe appropriate be= 'type of project(rer}uimdD_ 1-4 I am a employs wffi 4_ I am a genez-al contractor and I employees(fWI anfor pait4ime * lmve hired gm suer-cos acEas �- ❑New boa 2.❑ I am a sale prcpfletor arpattner- Tinted CM&e at#thed sheet 'I. ❑Remodelrug shjp and have no employees These nab-conftwlas haves 9- ❑Demalifsfln vvmiring far me,in any capacity eeplayew andhave wadcare, q- ❑Emldmg addifioa [NO `gip-MsuUMM CQLIgI_itlererartrt# -� I E] We are a mrporafioa.and its Eledricai repai m or adds 3.❑ I am.a home mux doing all Volk officers have exercised thEk ILQ Fh=biagrepaiss or additions myrogf c ems'o=p_ ugU of exeopfiou per MGL �oF1� insm,ace eq fzdj i c.M JI.M andwelveng 1� employees_[NO worm' 13_�flther i UALC- !I fS TALtATlI/ comp_i„sararc regizi e&] •Aapsgpfrar e-� rbeda �lmastalsnffio thssecl�oabeTaa•sh tiesaaai�es mm�p�•�*�,,•pn&epi uo� a. 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Start New Application(/HIC/Register/CheckList?contractorld=O&applicationld=O) I ................. ............................................................................................... -—--------------------------- ........... . ................. .............. Contractor.'HIC :Registration'Effective Expiration'Application'Application Create Task Name Number Status :Date Date 'Type Status Date ......................................- .................. ....................................................... .............................................................................................................................................................. ....................................... Dan O'Leary !Initial 'Registration Complete 'Active �05/18/2017:05/17/20191 .05/18/2017'Mafiage Registration(/HIC/Register/RegDetail?contractorld=77214®ist Lawn Care ;Application 'Issued Inc. ................... ................... ............................ ............ ...................... ............... ............... —--------- --------- (D 2017 Commonwealth of Massachusetts ......................................................................... ............... .......................................................................................................................................................................................................... ........................................... hftps://hic.oca.state.ma.us/HIC/Register/RegList 1/1 ytA ar to 3I O" -Donovan Concrete Form Company LLC 123 Queen Anne Rd Unit.D Date Estimate# Harwich MA 02645 10 I r1k lac E " OLf _. ILI i 0 f Y ���� r. �� � . �o . f I i 3� �� O Off �'l�. ^DES �Nc . 1-5 �E�Fta--7z-,-i .... �- S.�,fi •,. aj�¢ �: roc y ."';r 1. -�s �-:.�.t�.....{C-a � i,r f� � t ..� C�_. �c�. '! F� I� "-� ,_..1 ��}" �� '} 1(_y -:.1 P �ia� ���y f-i".� �` �.s 3 ;,r s. f�,,.; )�1�n.4 "`� ��..,��a P,+ i a - - -- 1 77 • pp r y + t /s P_A rr.j..��,� t•�-.. � �M �`:.+r-;�4"'R,�'8�.>`1. j �"�!�1,.,. +. ,�! ail �„'' _B.�••^] ��'^«.. �A `t ):..:+�!.,�,*:i..�• ~fit a_�,l...t f-�j•-jF.'r','t�__, SS � 1' � '�..�j �..:^a I Client#:37258 20LEARYDA ACORD. ' CERTIFICATE OF LIABILITY INSURANCE' DATE(MM/DD/YYM 11/07/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCONTACT AME: Dowling 8r O'Neil Dowling 8r O'Neil Insurance Agency PHONE Ext;508 775-1620 (A/C No): 5087781218 973 lyannough Rd,PO Box 1990 E-MAIL coi@doins.com Hyannis,MA 02601 ADDRESS: 508 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Acadia Insurance Dan O'Leary Complete Lawn Care,Inc. INSURERB:Union Insurance Company Dba O'Leary Landscaping 8 Irrigation INSURER C: 129 Queen Anne Road INSURERD: Harwich,MA 02645 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY (MMIDDIYYYYI LIMITS A GENERAL LIABILITY BOAS08823513 04/21/2016 04/2112017 EACH��OCTCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISESRENTED occ nce $3OO OOO CLAIMS-MADE OCCUR MED EXP(Any one person) $5 OOO PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- ECT LOC $ B AUTOMOBILE LIABILITY MAA508823913 04/21/2016 04/21/201 Ea ac iden SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) .$ Ix X HIRED AUTOS AUTOSW"ED PROPTY DAMAGE $ Per acciERdent A UMBRELLA LIAB OCCUR CUA508824013 4/21/2016 04/21/201 EACH OCCURRENCE $1,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $1 000 000 DED X RETENTION$O $ A AND EMPS YERS'LSA IONILIT WCAS24283410 04121/2016 04/21/201 X WC STATU- OTH- ANDEMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED?DED? � N/A E.L.EACH ACCIDENT $500000 I Mandatory In and E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below' E.L.DISEASE-POLICY LIMIT $SOO,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Job:Sigel-Installation of Wall Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION JW Dubis&Sons SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 79 Stoney HIII Road ACCORDANCE WITH THE POLICY PROVISIONS. Chatham,MA 02633 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1" of 1 The ACORD name and logo are registered marks of ACORD #S179761/M179760 CBD AtC R1J DAT8Ih4AltDpIYYYY} CERTIFICATE OF LIABILITY INSURANCE 04113/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THUS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder ie an ADDITIONAL INSURED,the pollcy(les)Must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and condition&of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certlficam holder in lieu of such endorsements. PRoaucat ACT EdcB Morin SULLIVAN GARRIlY&DONNELLY INSURANCE AGENCY INC PHONE 608 463-2514 F' .Wall 'smap Las, edca.mcrinjIsadIns.com 10INS1I1UTERD INSURe s AFFOROINGCOVI:RAGE Nalco WORCESTER MA 01609 INSURER A: ACE AMERICAN INSURANCE CO 228137 INSURED INSURERS: JW DUBIS&SONS INC INSURERc: INSURER D: 79 STONY MILL ROAD INSURER E: CHATHAM MA 02833 INSURER -COVERAGES CERTIFICATE NUMBER: 14358E REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. eiSR fYPE4F INSURANCE POLICY Human I P C FF CY EXP UNIft8 COI,1 ERCIALGENERALUABILITY EACHOCCURRENCE l CWMS"F a OCCUR PREMISES o=ne S. MEO EXP ore E NIA PERSONAL 5 ADV INJURY S Gem AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S POD 0 JEOT Q LOC PRODUCTS•COMPIOP AGO $ OTNEI@ ti AUNNIONLEL1ABILn 8 ISIN T Y S sue Na AUTO BODILY INJURY(Per person) S ALL ED AUTOS LED N/A BODILY INJURY(Par aaoldent) S AUTOS S NIREDAWFO8 AUTOG NED PROPERTY E S U011 L0ALIA6 OOCIIR EACH OCCURRENCE S EXCESS LIAR CtAIMbMAOE NIA AGGREGATE S CEO RETENTION2 S V=MRS COMPENSATION X D AND EMPLOYERS'U"LrfY Y 1 N Md"WPRIETORIPARTNEMECUTNE E.L.EACH ACCIDENT S 600,C00 A MR) EXCLUDED! NIA NIA NIA 6S82UB2E11426A17 04101I2017 04/04�2t}18 E-L.DISEASE'-EA EMPLOYEE S 500.000. ti at"t o R IPTION OF OPERAMONS Wow E.L.DISEASE•POLICY LIMIT S 800.Wo NIA DES RIPTMINOFOPERATIONSILOCATIONSIVEHICLES IACCRD1011,AddlgoulRemfllu&hWule,may 1:2aftchodItMONepeoolsrmulred) Workers'CGmpensatlon benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 08 0,no authorization fa given to pay: . da ployees In states other then Massachusetts If the Insured hires,or has hired those employees outside of Massachusetts, This certificate of Insurance shows the policy in force on the date that this Certificate was issued(unless the expiration date on the above policy precedes the Isms date of this Certificate of Insurance). The Status of this coverage can be monitored daily by accessing the Proof of Coverage.Coverage VGA tication Search tool at www•mass.goyflwdtworkers-compensatloMnvestigetlons/. CERTIFICATE HOLDER CANCELLATION SHOULDANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Oleary LandSCaping and Irrigation ACCORDANCE WITH THE POLICY PROVISIONS. 129 Queen Anne Road AUTHCRRED RBARES ENTATIYE xanl�cFr AM 02896 �...� t,S�g� oniel M.C"�wj CPCU.Vice Phis - ident—Residual Market WCRISMA ACORD 26 9014101 01988.2014 ACORD CORPORATION. All rights reserved, t ) The ACORD name and logo are registered mark&of ACORD } ......... ...... .... a ., This certificate is to certify that�2 r Eugene Dubis has completed a continuing education course-for: r r Mass. Unrestricted Construction Supervisor B;'. _ Student Information: Sign"e ;- Eugene Dubis t` JW Dubis&Sons,Inc. 79 Stony Hill Road 3' ` Chatham,MA 02633 f� „ Phone Number: 508-328-4370 Email Address:pgdubis@hotmail.com _�� . 'rV 1- License Information(Provided by student): MA,Unrestricted Construction Supervisor,CS-014264 Course Information: s" ` Course Type: Continuing Education for Massachusetts Licensed Professionals Course Name:Mass.Unrestricted Construction Supervisor Course Approval Number: CS-7900 Course Credit Hours: 12 Course Completion Date:2015-09-14 e ` Course Package Completion Code: 7737 Provider Name: ON-LINE-CLASSES.COM DBA OF INFINITY LC .} Massachusetts Coordinator ID Number: CSL-CD-0079 !. Student Affidavit: 1,Eugene Dubis,a licensed professional,hereby swear under penalty of perjury,that I t4 +, :., completed this continuing education course and personally fulfilled all mandated time h ` ? and participation requirements,and that no other person acted on my behalf in fulfilling " this obligation: Note:If you have any comments about this course offering,please mail them to the Board of Building Regulations s ,and Standards.attn Education Coordinator One Ashburton Place Room 1301 Boston,.MA 02108 e uk rs TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel d( Permit#' .� Health Division �' F BARNS TABLE Date )z�os Issued Conservation Division nV 1 1 17 n '� 5 APR I J AM 9: 44 Application Fee Tax Collector Permit Fee I,Sr Treasurer IVISIDNs Planning Dept. P..;T. Pin; =SYSTEM Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address _ �/� C O Village Owner Y[ 9CE- J� [I�(�� fin I Address Telephone 508 Permit Request , _ D204)/11 - O / 0if/ Square feet: 1st floor: existing_�R proposed 2nd floor: existing /fig proposed f'� . Total new 6 Zoning District Flood Plain Groundwater Overlay Project Valuation 75.4 'Construction Type (Ze!5 pr"v Lot Size 7 BUG-- Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure -7 Historic House: ❑Yes IgNo On Old King's Highway: ❑Yes 9XNo Basement Type: AFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /Q/0/116 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing Z new Half:existing j new U Number of Bedrooms: existing 3 . new I Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑-0ther Central Air: N Yes ❑ No 'Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9% Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Xexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization LJ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use a BUILDER INFORMATION ` Name1Q� � �°1 Telephone Number Z � �1�JriO 5 57 Address A JP f✓��C� � License# CS G� 40 5 Home Improvement Contractor#P 14A2- '2� rev c. l� Worker's Com ensation# � �0 ®l Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Vdjt 6L''1 SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DAB ISSUED ` R f MAP/PARCEL NO. r ADDRESS - VILLAGE t OWNER DATE OF INSPECTION: FOUNDATION FRAME i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 1 FINAL d ' - GAS: ROUGH �. FINAL FINAL BUILDING ! DATE CLOSED OUT r v r ASSOCIATION PLAN NO. n�t�r -• Town of Barnstable Regulatory Services sAMMABIA, Thomas F.Geller,Director 94,,E 1619, p`�� Building Division , • . fJIP Tom Perry,Building Commissioner � H annis MA 02601 . 20o Main Street, y . Fax: 508-790-6230 Office: 508-862-4038 Permitno. Date - AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION, MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernize e°owner-occupied red ion, improvement,removal,demolition,or construction of an addition to any pre-existing building containing at least one but not more than four dwelling units or to structures which are adjacent to, such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Estimated Cost 9-Sd Type of Work: AA ,A Address bf Work: )-A Oviner's Name: Date of Application: ©S t • I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling.own permit Y Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED ORK DO NOT HAVE CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT ' ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDERMGL c.142A. SIGNED UNDER.PENALTIES OF PERT(TRY I hereby apply for a permit as the agent of the owner: Contra ame Da Registration No. �( r c OR Date 0 er's ame r • Q;forms:homeaffidav _ � - ' 1, °FTMEIa� Town of Barnstable Regulatory Services J $ Thomas F.Geller,Director Building vis Di ion Tom Perry, Building Commissioner 200 Main Street, Iiyannis,MA 02601 Www.town.barustable;maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize: to act on my behalf, in all critters relative to work authorized bythis building permit application for: ("Ai (Address of Job) Signature of Owner to ¢. r i Print Name { t� 790 CMR AppwAbe! " Table JS-2-Ib(continued) prescriptive packages for One and Two-Family Residential Buildings Heated with Feud FuaL- MA7dMUM - MINIMUM Slab •Heating/Cooling Glazing Glaring Ceiling Walt Floor Basement pedmeta Equipment Ellicieaey� Ares'(%) U-value= lt-valued . R-value' R-value° Wall 6 R-value R- value Patwe 5701 to 6500 Heating Degm Days' 6 Normal Q 12% 0.40 38 13 l9 10 ti Normal R 12% 0.52 30 19 19 10 Normal 685 AFUE $ 12% 0.50 38 13 19 10 -...38 13 25 N/A N/p -----=--6 --------Normal-... .------- --.._.._..._..-- - U '15% 0.46 38 19 19 10 N/A 85 AFUE �i 15% 0.44 38 13 2S N/A 6 SS AFUE W 15% 052 30 19 19 10 N/A Normal X 18% 032 38 13 25 NIA N/A Normal 10 y 18% 0.42 38 19 25 6 90 AFUE Z 18% -0.42 38 13 19 10 AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: N 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: : 3. SQUARE FOOTAGE OF ALL GLAZING: ` d. %GLAZING AREA(43 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS US FOR THIS INFORMATION, ARE AVAILABLE. ASK BUILDING INSPECTOR APPROVAL: y YES: NO: q-forms-f980303 a 780 CMR Appendix J Footnotes to Table J8.2.1b: a Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 W of decorative glass may be excluded from a building design with 300 tf of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. 3 The ceiling.R-values do not assume a raised or oversized truss constriction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R 38 insulation and R-38 insulation-may be"substituted-for-R-49-insulation: Ceiling Rvalues-represent the sum of cavity--- - . ... insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. f The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5.• If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see.Table J5.2.Ia NOTES: areas and_U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. Glazing R-value requirerents are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value ' in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 r v' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations -= 600 Washington Street, Floor Boston,Mass. 02111 t— Workers'Compensation Insurance Affidavit Building/Plumbin /Electrical Contractors a Mir,!AD 1 17 T / ^0,3/l�','/f�/_ i Y'�)acp 1�3i':1>iCQ1lYPw .s.¢ ,6 z' name: /013 ill f�� 1 address• `f;t,s state:city z hone# / 6 3 7 J � Al r work site location full address): ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction MRemodel ❑ I am a sole pr9prietor and have no one working in any capacity. ❑Building Addition .L`..;':`"`.�*� ?u.. :, ......... .. . .. .1 I am an employer providing workers' compensation for my employees.working on this job. - r company name: L F IA�i �G�t3 f2 l 1J ,N address: 4 1AFAA-,1JP Au& city: K 1 h� et"I�t 7,k(2 1 phone#• -7 7 insurance co. . 0 A� lic # ,C 1 01 v ❑ i am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers'compensation polices: company name: address: city: phone#: insurance co, policy# '8/ uy3x�. �: `""*.:'S'rg,"" d, „e _ ,'�` 's;.,.> �....e+ , suTMt�s�, ex•-; :Pd company name: address: phone#: city: - insurance co. DOUCY r-y,,l_;,"' .i3.7✓ a xiK."i..:,." �5r'x ,nx ai ¢:tzr Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to'$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day against me. I understand that a copy of this statemen 'inay be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c rti u de the pains and p !ties of perjury that the information provided above is true and correct. r Signature Date Print name 1� Phone# 1:'�1. ' s 4 �� r official use only .do not write in this area to be completed by city or town official city or town. permittlicense# ❑Building Department ❑Licensing Board . check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (wised Sept.2003) - -' �C Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire,express or implied,oral or written. An employer is defined as an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. gin Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. imam City or Towns 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 fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. a '. v The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`n Floor Boston,Ma. 02111 fax#: (617)727-7749 phone #: (617) 727-4900 ext.406 Board of Building Regulations and Staneards HOME I MOVEMENT CONTRAC Re ist TOR --•-._. 143942 _ /2006 x Yf� E ate Corporation I 70BY LEARY F6 ~Q �V 71I V&T LEARY 7 46 LAFRANCE AV� HYANNIS MA 02601 1 �---�-� Administrator 171, BOgR�p''u!eQ/.1/i OF BlJ►LDI a j License CONSTRUCTIONS E.GU Num.ber4'�C- UPERVISOR ( a �S 084605 } i = �Ex-A rres 07/181206 Tr. TOB R st y0© no: 84605 Y IN g �e�etl LEAKY 46 LA.FRA,NCEAV� ; I HYANNIS, MA 02�a1�a+ i Administrator • r , . r y RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25:00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE p qqO Square feet x$64/sq.foot.= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.R.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf. 75.00 >1000 sf= 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck.._. ... x$30.00= (number) Fireplace/Chimney . x$25.00= (number) - Ingrodnd Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 Q-lei C ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # -:R- Health Division SUILD 3 DS Date Issued Conservation Division NOV 6 Application Fee Planning Dept. Permit Fee �� T - 5-- Date Definitive Plan Approved by Planning Board ®�N®�'BARNSTASL� Historic - OKH _ Preservation/ Hyannis Project Street Address 1`k fiber C'y Village 6 Owner is Q L Address Telephone 310 22-y h Permit Request IJ .5&v (Cu h:� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District _ Flood Plain Groundwater Overlay Project Valuation Construction Type v 1- oa L Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size'_ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name'- �"MA S q&JM-vW Telephone Number 6_0� 3 36-7 YI) Address o A1'< License # X-e-(41/ I eqA 07771 Home Improvement Contractor# /1,57/9 7 Email IPt�3LS ���'4/��'T Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO (�Neci fidL%)o pet") SIGNATURE 0 //� G DATE FOR OFFICIAL USE ONLY APPL,!CATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION .FRAM E INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL A FINAL BUILDING I � r.. - 1`� F r1:, 0c' c_ 0 DATE CLOSED OUT ASSOCIATION PLAN NO. f The CGwman7w-ah* Office Ofhp-VM%ffl&GM . rs Nu=nt Dn P[me Print R Addre= 36 72WV�n ri Axe you as employer?Qreckthe appropriate ba Type of project _ L-d I am a employer 7M 4. ❑I Mn a geverd co kactur and I 6. ❑New coasfr�iolx employ(full a=Lbr Part dime)* bay isin d the� M 2-❑ I am a sole orpmtmer- listed an the attached sheet` 7. ❑Rer,odelang ship and arse no emEployem T'ese sub-conh=ta have S. Demalfioa wading forte in arty capacitiyg employeec and bm roods 9. �Ruilcling.ad�� ' INa camp.i1sam� cm2p- l -1 5. ❑ We are a cmpo�and ifs 1 ❑Elect i repaxs ar ad aas 3-❑ I ama h=wwner doing all v k afseecs have exacmed fh m '1L0 Fh=biqZ=psim as addition ms�ance '1 i c.M JIM v6dwe have no � [J�Tdw�` 13_❑f�fher comp. ) 'Aiuys �atd�dsbaa#1—staImffiorl��vab9awshe dag&jawa&ed''++'q��m++""P�-F � #a.= saber&iss dates 8�pas�d sIf+ s d�enb�6c�i�eca�c s�ctsabmitanesra 3a8t z.e�� t cb�3c sir4,bay roast a3 ,e�s¢saaiS�al sib sbesrrng tLen of the mb-oo �adds robe c Gaut 6w sot sly • ewers.Tfr]�sn�r�m,��,����ffier�stt�as�de•�a aar�as'a�p-paT�i�be� I lam as sycplr��sr tliatisprauirlug�rsarkets'avagreresabiar�i�tsnrasss fcr ezrrptn}�ex Sdotiv is rii�spalicy aird jah €x�arraairaa PO•ficg A.-or Self-inL Lim¢ W C,10 Job Site Addre= 21 Cr C 15taf g: 1/)T Affsch a crape of the Varlets'compensaf mpol- y deddmmfiaa pap(showing the poUcY er and emphmtion date). Fad to seeme cover age as requireduuder Sect 25A o€MM c-152 can lead to the impos m of cAmi ial penalfaes of a fine up to$1.54D OU amVc3r arse-yeSrimpfiso as weR as civil peualfaes.in frie firma of a STOP WDRK OMMaud a ih e of up is$250-00 a day against the violator Be wised ffid a copy of tlzk statem maybe forwarded to the Office of Ime s offhe DIf4 for finmmw coverage verifna3ion- Ida berisby car*under fikapafnx andpeudger qfpwj'W7 du&ths afar u grnf�d,�dabara is true arnd car�ect Phone A- 59336--71/0 a.ftid nss wZy. Do wt wft in a be rrmappfeted by diy arfairu ajoldnT � CkyarTaww- I=ing Amfimity(or4e one): L Board of Heat Buffirmg Depaztnent 3.cityiraim auk 4.Electrical FusgectQr 5.Pfimbbg raspector 6.of&w Contact Fers= � Phmm 9: . 6 a1:Y._ ..I.l.�aR J _ _ .■:.•il.! �.an w _I �nl. ••�.R 11 .1 ■• • ••■7■1i!■. r.n■U i!ILY:n.11 411 to yl nn, .•�w •■. aYt•1 tr t■tL r_(u1i .r1 �•/n . •an■�.. : - •�R.■ f. is r• :O■O rn■i :.. ..nl. _r • ■.■ Im, my ■ %I I/ / 'I .�lnl�■ : .t1 fa•t• alt1: .t:t •r ii..at.• _Y..Ir wf:11.lt r.l .•I .1■•n .1 .a. �•J: �a1\I • •. .a■• ••a .1 a..l i■ 7\I •aat■- �■_J= �• .■ : •I.t �.n:- .1•A .It• ■. 1■■al■ is .1 >.��n.:n w • : • r_ �. �!I.n ••r of on • • • . ■�- • :t. 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ZI i �t ..tioil, n0111� •- ■ 's• 70_8 1J • ' •11 caaEll ' 1• • i = ti► ' �• 1 i s •� ft�C�rgd�tea �a�d Caarr zrr H'rbalr �rrsd�i'errr:11�a'zgh �rrd�i3rxe - • RIM 1_1 SCOPE. - V&d Sped•(3-sea w4 11D mph Wr d Exp=ra CryVft _ g Expost¢L-CafegntY-........_--Emb For finfSa Ftcjes# 12 APPLICs4m[L Ty - • MTIber Of k ies(a roof 4 idi ems B to 12 siapa shag be mtzsideted a slaty) � stories 5 2 statues - Fbof Ffi (Rg 2) 512[2 Maim RD f Height _ [Rg 2} BiAding l idtti,W (Fig 3) _ft9 3T SurlcFrt?g L��L (Fig 3) ft s Sir Scalding Aspea R.afra tLN (Rrg 4) .<3:1 tsominat Height aFTallest DpeiimgZ (Rg 4) - 5 Tw Cere at compranrs wFlh fratnirig tint er csas_ (Tahla Z) 7-1 FOUNDATION ' ForndafiDn Watts meefing of 7B0 CMR 5404.1 ..__-...-.........- -------•-------_�.=.____ - 22 ANCHORAGE TD FDUNDATIOAiI�I - 518`Anchor Bob imbedded or 5/3`Proprietdy'Ma hanid Anchors as an aftemafive in concreta onfy Boat Spacing,general..._.----•-------- - (Table 4} in. . Bolt Spacing from endFjoint of PhAe (Rfd 5) in.s 64-12`. Bolt Embedment-mnrxnL- —(F►9 3}--- h Y T, BDttEmbedment-nlasDTtiy (Rg5) - ` irr__>>-154 ' Pfabe washer. (R9 5) 3`x 3'x Y4 3.1 FL.ODRS - FToorftatning member spans checked ' (par 730 CMR UWter 55) - Madnrurn Boor Opening Dimerzsbn —(Fig 6) Full Height Wall 5frrds at Fbor O-psrirngs less than Z from Exterior Walt[Fig M&ximLk zi Fbor JoM Sef mcim _ SuppoMV Lrradbearing Wails Dr Shesrvralt (Fig 7) ff 5 d Maximum Carrfle►ered FioorJc&ds _ SupporfTng Lbadbearing Wans arSheatwan (Rg B) ft:5 d RoofBr8cu7g of Fndwans: Floor She afhh9 Type . _(per 7B0 CMR Maptl r ss) FloorSheaffungThlcimess -(per TM CMRChapfer55) Boor Sheaffi¢rg F;istetimg (i ahie Z)_ d rm�s of in edge! infield Wal Height Lrg* earhg tiaralis - (Fig 1Q and Table 15) ft 51Q'. htarr-Laadb r¢ig u�aIIs_ (Fig 10 and Tabla 5) pp Wal Stud Spacing ._ [Fig 10 and Tabu 5) _In_5 24 ELM Wan Stacy Offseft - 9s 7&�8) —:It.g d 42 QCrEPJD -WX.LLS' Wood Sf Z& r rrarihr.ar;ngtir;*3DS (THi?iCG J __._ .�X_-- $_in. Nwi--�ewbg walls. -'(Table 5) Ga ble End Wa!(Bracing Pith fde igirt Endwaif Surds_ _ (Fig TO).. WSP Attic Roar Leng$r Ig 11) _ ft LW13'Gyp . s urn Cerikv Lmvffi(if MP not L _(Fig 11) _ft;--"w and 2 x4 Cbnf[r orJs LaDNW Brain Q 6 ft a_c-(Rg 11�_-...-___�_..__ or T x 3 cTmg fi araig sy� 16`sgardng trmt.wil 2 x 4 spacing in end)ors#or truss bays Double Top Pla - St - , (Fq 13.and Table 6) wide to Wood Carrsfruc ian ht 1f7'gh end Ar eas. 110 rxpfi Ward Zofce ' Massachusetts Checklist far COmpliAace(no czm oo1-7-1.1)' Loadbserurg.Wad[CcInneafians - LahxW(nog of 15d common nails) (Fables 7) hran-[�Badr►3 Wid C3nrrec6o115 L=-&sal(na.of 15d common rm&) (Table S) • Lzad Besting Wad DParruigs(mod Wgest ape=g but check aff openings fnr corrPhince tts Table•9) Header>`pai-s (Tabla 9) —ft kL!;11, Sill PL310 Spans (Table 9) —9 in_ . FLx Height Sfuds (nix orsiiids) (Table 9) Alon•�d Bmmbg Wag Dpenings(reaud b pd openhsg but check al operrnngs for=npffance to Table 9) Header Win.---__ (Table 9) _f- kL 51z &f Plaf m Spans---- - (Table 9) _ft iri_s it FEA Height SbIdS(M.of studs) (Table 9) . Exterior VFA- sheathing to Rest Upli$mid Shea<Shntrltaneousfy{ _ - Wh nLurr Mdnng Dimenwon,W . Nouriiral Heigfst of Tallest Dpenlne ..... Sheaffiing Type (note 4) - - Edge KaH 5pacifig - (Table 10 or note 4 ff less)Feld Nall Spacing (Table 1D) - kL ' SfnearConnecfron(nv_of 16d common rta�s)(Table 10) _ -- Pettent Fu1 alght SheaHimg (Table 10) -- ' 5%Addaional Sheathing for Walt with Dperrung>5'l�(Design Concepts) I wdmutn BuUcrng Dimension,L _ hiorrit W Height ShmWing Type_ - Edge Nat Spacing (Table 11 or rota 4 if less) Q?- Field Mail S (Table 11) _ U- F pang . Shear Connerfon(n4 of 15d cornurmrr nab)(Table 11)_______c— - Perzea FulF•1-reight SheaUng (fabler 11) — 5%Addbr onal Sheaffthtg,fbr Fall wtth'Opeding:1-Tr(Design Cnncepfs) Wall Cbdd'ctg - - Rah d fDr Wind Speed? S_1 FDOFS - Ranf Raring,m ember--p ns checio--�V For Raffers use AWC Span Tool,sea BERS Websiie) �f pvwhang — (Fgure 19) $5 sirralier of Z or L!3 Truss or Roller Connec5otrs at Loadbearing Walter Pnupffetary Connectors _ - fdt _ (Table 12) _ P� Up '�f� (Table 12) 1= _ pIf _ Shear (Table 12) S= <51f- ' RSdge Strap Cannectiorts,if collar ties not ftsed per page 21--(Table 13) T= pff Gable Rake Ouffooker-- (Fgurt:2D) .— t_<smallerof2`orLIL Truss or Raffrr Connections at Non tnadbearrrg Walls - Propdetwy Connecters - . T Upl _ ( abler.14) tt= lb. . Latard(no_of 15d maim on rA1.$)—(Table 14)-------- = I6. - Roof Shealhbg Type (per78D CUR Chapters 53 and S4) RDdSh afhing Thrdmess - 61.?Ff 15`Y►r5P - Roof meting Fastening -(T-ably 2) IJnf with the ents of •1. - This ch sf-Of be met in ds artirety,e=udrng the spezfic exception noted rn 2.tO rt urretn 73D CMR53D121.1 item 1. ff the checkM is met ht ft entirely t ffte following metal straps and twld downs are not mquh-ed per Hie:WF--M 110 mph Guide: - - a Sfe:d&imps per Fgum fi b. 2b Gage Straps per Figure,11 c- UpMt Saps per Fxjure 14 All Straps per Fgr m 17 Comer Surd Hold Downs per FrgLim lRa and Ftgure lab _ 2. -E=epfiom Dpe nkq heights ofup to a it sfraH be permitt5d when S%is added to the percent full-height sheathing shcivm in Tables 1D and 11. 3_ The:bottom silt plat--in a steer wags shall be a mirm nim 2 In_nonmW H akness pre=xe-tBated#L-grad-a- •_ . .•. 74F�`C Grcirfe to k�aQd CarrstracEiolf i�I�ib�fr �uz��irerts:IIO rrtp�r,f�r�d�a�xe . Masgachusett Checklist for CDmphance(nD.cfil��Di? 4. _ - a . From Tables 1 a and t 1 and locarm of wan g and Sr.UM Asper#Ratio,die petit F*He fight- 5headhing and Rd Spacing raqLdreamrft= _ - b. WDad SbUtiraf Panels sham be mmno.s7n Nlckness of711 B`and be inshdad as fufiot IX - f. Panels shalt be iRltaDed sfreng@i�s paralied is s3vds, - ii. U hoib= l)oinis sl�mn oc=aver and be Waded to framing. •. . M. On single staty mrtsfruc5on,Panels shall be affalcfked to bofl=n plates and iDp inwnber of tha dotibie tap plate, - iv. On hAm sdnry consfr urn upper parie&shaII be atached tD fuse�P m=ber of the upper-double`top plate and b band joist at botbm of paneL L3pperaffatlmsentof lower panel sW be nods b band joist andioweraffachmerst made to lowestplafe atfustff6xt=hg. V. HnrimntW nasl spacing at dqubie top pit band joists4 and girders shalt•be a double rcW of 6d sta2gwed It 3 inches on cenler per•figures barDw:Ue fml and Hortmnfa!NW-mg for panel AftaChment �g Pin a)ns:�+horise or[�ori�nfal addition—squired if projer#'s i rtsrle or dosei•iD shore(ge:neraliy,south of Rfe 28 or norffi of Rfe 6) b)verficai addffion—not rexiulred unie=f#seM is mdmsivi renuvation to the first floor c}repiar tnentv,%¢idows—needs energy conservation campfrRM-7-only(chap R3) S.WcK>d Frame Construction Manual(WFCM)for 110 MPH,lxposw-e B maybe:obtained horn the A•meria n Wand Cauncsl (A.Wb)vabs� - -AT.EIM= II 11 t ti tt H I _ i'i ii Ir m n ri - < X r tCLi i Ir+ +t • L� iIr t tt tI F •i I1 LI >ff ii It 1 1 E - •Q �1 it� - I � � � f [ [ t l I Ll - •i �. [ t . t [ n [ [ _mil �Sl • _ _ SW DeWff 6a Next Page - Uertic t and Hwin T NarTmg Data. for Patel Aftchme ' ut iC�1, d 1 fa nfaii t affihg . fb E Pa=l Attm:zhm nt h GENEP.AL NOTES: 6.ALL UNDe4GROuND PIPING 5FW-LDe INsrPLLEo PDOL WATER UNE - 6'WATER UNE TILL IN TRENCHES W.IICH ATE M. Af I,Y 5MOOM n� - I,.M15 DRAWING SET HAS DE@N PPEPPReD i0 PNO FREE OP ROCKS. W: LEDGE ROCK. DKK COCK .ODTNN ilia Id?OUIISp DUILDING PERMIf5. It 2Oe5 HAROPMI.OR D0LL-R5 ATS ENCOUNRRED.nE CON�RPCfORS AN O OWNERi SUOi LIMO SS OP Mml Cam. OP 9 f eD @ARM OPeSMID DENEAn1 OM SHOP DE PMP 54N_1 DE DEFINCD IN nE Pl- CON5TRIJCnON CONrk — >.PLL PIPING_._A.L M 5CF@pLLE 90 PVC.PL I? 4 F 2.PLL CONSTRUCTION PRAC1 5 AND WII M NO e0 PD LOOPS.LE GNGN POINf VDENNi51ANGD LOw g MNNMN PKOCEDII°.E5 SHALL CONFORM f0 LAR5f PILING RLLe5 MI MR AnONS�OR- POINT DKNN5 Sw•LL M INSTALLED 10 LICENSING PKILIfAR VARIES CENSING 5WIMMING AND WPDING P00.5. 5'ARnJP AND ANNUAL VNNRRZATION a HOf nD'AND 5PA5 C R25-22-5-/—5>. 6.PLL LNDERGROUMJ PIPING 51'IALL DE S..TIE pOffOM OF nE P00.DeD(AND PNv PRIOR 10 CO—R. I-5 nMeS WORK NG PR@5511 p ILLJ SHALL M PREP OP:LPRGe 5fONe5. PRIOR TO COVER. FROZeN CLODS OP e—KIDDISH.SNMPS.OR 9.SME u5E OP 1HE FK4.ITY IS DEPEND@Nf-0N • . WASTE CONSTWJCnON MARRIN.5. PROPER SWeRVI510N,MNNRNlwCe.AND 5-1cr �_ 5.MW GRAVEL DASeMAre RIPL USCD SHALL CONPORMPNCE 10 SNe1Y BGLLAnONS AND - - co.N t W CLESW.COAR` SMID.OR DANK— CONSIMRAnO 5 DY DOTH 0-9 M US P5. ' GRAVEL.co—.NING 1—OR NO PINGS,OR oRGANIc AuremN..AND CO—P,1G OMe TO CONSTI2UGTION NOTE 5: . . I - NO COARSe FRAGMENTS GREATER TITAN 51%INCMeS I _ IN pIAMERR,f1E GRAVeL DASC AMRRW.$HALL I.CONCRER DECK Atl POOL.P@RI-1 S- - pE PLACEp IN$FW.LOYV LIPiS M1D MIO - SLOPE PROM POOL INCH/PT.MINIMUM WTFI NO - - I ODSERVPDLE PONDING OP WAreR. COMPKRD. 5.TIE P0.LONANG ASSUMPTIONS 1xAve DeeN hNDC 2.CONICKCR 5 HAVe F MWIMIJM • 9'-p' I 9'-6' CO—S-fRENG1H OF 5.000 V51 PN 21 DAYS. -0 TIE P�PATtAnON W n RR RRO RR I -iJ0 SPECIAL CONSIOE4AnON5 PIO.'.Qe(N Rp TO N,L IRINPORCCp CONCI'Rre CONSTRtLnON SMALL- De P�RPORMC IN 1 IN'ACCORpMICe IN—CORD— n � Sf .. KGOMMOJATC HIGH 5eA50xV1 GR0INDWAR4 Roll—OP K SIB MID-- CONDITIONS. - WITH KI 110. . LONGITUDINAL POOL 5ECTION -rIE PoaL WN.L De wsrN.Leo ON A LevEL. ' PLL rslr.wokclNG sreeL SHN.L conwOkm fa COMPKRD D SE. ASTM-615.GRNR 60. WELDED vAIS MCSN 9'W.L -MW REOUII'�p LMIDSCAPING MID/OR RETNNING CONFORM f0 PSfM-IBS.'ALL E-OS O cONCRETE NOR:P00.DIMeN510N5.A5 NOTEp.MAY VPRY TO _ WPLLC SJ 15 NOT PAREW ni15'SCOPE OF WORK: EDGES SFWA—A A f--••CFVW ER. KCOMMODAR KT4tN.SHE CONpInONS. - -PROPOSED POOL.A A OM5 NOT ENCROACH WON 4..V CONRPCTOR SHALL SHORe OR DKACE A5 Ma—Al • _. - - N eA5e ME . PROPERTY DOUNp!•RY LINOS. pLL STAGES W CONSiRLCnON TO CN511Re,STRIJCTi➢LV- -POOLS.WCn-MID.Ok$D IC SfN91L1fY Af P11 nMPS. -P00.IS Se WR.D DY PIDI.IC WARk FJJp MUNKIPPL SOWER: 9.NUY NOTED DiSCR@PANCIe9 W.L DE OkOUGI'If i0 T6 -N0 VAR-5 ATE Re--o f0 ODTNN ATYEN110N OP T.0 DESIGNER PRIOR fO INSTA "ON 6 MW RIN6 DE WO O -OReNfAT10N MID LOGAnON OP FILTRATION 6:ALL WIRING f0 DE RP—I, DY A LICCNSeD EOUIPMENf IS FRV. Cf VEOFIC. XHCMAIIC CLECTRIGIMI IN PGCORp 5. WITH ALL MUN OMIN Mmn I 4 .. ': - - xom.I.mmAwp WT> b�ua>Pm u+ll-`AKm Cweft piAGRAM IS PRNT C POR C POOL C' a STATE AND LOfJV.C CK -ME SOL'WLI WHICH TiE P00.WILL De N ALL CONCRETE PECK SURFACES NS.f,O HAVC DROOM ` INSfA LeD'WILL FIAVE A REARING cAAKITI' FINISH OR EOI1VPLe NT TO PROVipe a—f0 OR GISATCR MANI 5.000 LDS:/SO.Ff. -IP-I�SISrANf Sf➢SACE. - -n2 P00..ONCE PILL—.NN.L DE MNNTNFRD Af g,MEGHANICx D CE5 SHIxiL De USED f0 HOI"1001. . ,. Ifs DESIGN WATER LEVEL ELEVAn N AT ALL REINFORCING 5—IN PLACE AND M NN 1-5• 2•'CLEMANCC M N.ECN EARTH AND STeeL. POLLOWNG OF PROPER WI—ZAnON -CACeVLRE5 WILL M THE R@5PONS"U- . OP tFC.OWNER.: .. -ALL POOL V"N51ON5 S I—ME Ef OR E%OLEO - TO.PU e _ NATIOxW.SWIMMING VOOL WSnME I-NDATdJ5 - - 'SUCTIMPON' PC2 TYPE O"POOIL DOING CON5TRI I2E - - DETAIL at MAIN DRAIN Trn .. DETAIL at 5KIMMER �nu span �' .• tP.k!_ ro�.luxcnowx�oun- .. I- row sxeu y - cD�KmniNcgr nRKDYco _ TYPICAL WALL DETAIL _wIn nmxc J I DETAIL at UNDERWATER LIGI'iT DETAIL at INLtT i FILlSPOUi .I•_I'a .• RevsloNs HENDRICKS POOLS,Inc. , AITnNIiRCi1PPa. P 0 B 309 e`I�x eoe L�6 5 k k MA 02771 _ _ � .fit^S�•.oyk��a 5TAN19AM 6UMIlf POOL DEf&5 ° Qw FOR PE51DEW&CON5MIC110N - -* rrn:rxll 5CALE:A5 NOTED DRN.BY: JOM DATE: - - Job No: Rer,awn: Dn.nng Np:'__ CHENEI'AL NOTES: 6.PLL UNDE RGROUNIO PIPING SNAIL De INSTPLLED POOL WATER UNC 6'WATER NNE TILE - IN ne!NCI'@ l$ 11I ARE P.ELAfI LY 5MOOfH _ n I..TMS DRAWING'5Ef HPS BEEN PREPAX£D TO AND I-OG ROCK5. \M1 Re LEDGE ROCK. F K _ .OBfAN THE_OUIT�D BUILDING PERnnlT5. IT DOES HARDPMI,OR DOILDERS PRE eNCOUN2RE D.Ti£ UEQ -NOf 17-NeATE X0P 5 OP WC AMONG TRe NCH DOTY'OM SHOILD DE PADDED USING A --- --. CONf�PCTORS MID OWNERS SUCH LIMBS 0. MIN MIJM 0P 9•'TAMPED eARM Cat SPND BENEATH -""-"" "- -'- 51iN.L DE DEFINED IN TFE THE PIPE 6 _ CON L CONSIRLICnON CONTRACTS. 7.PLL P PING SHALL DC SCHCOILE 90 PVC. FL 22;NL CONSTRUCTION PRKTICE5 PAID yyITH NO DEAD LOOPS.LN OINf VDCN STAND LEAN TENANCE PROceD � L CONFORM f0 POINTO MeA xy� _ VARIES hR LAf 5f PILING-e5 PAID MQ AlO POR PCIIM AND MMUPL wIN1E 11P fO aV.PACILIfATE L ICEN5ING SW1MMING MID WADING P00.5. b - - --- HOf f1D5 ANp SPAS<R25-22-SWI/NBSJ. B.ALL WDERGRCnIND PIPING 5'IA1.L De - _ - i S.fIY DOTrOM OP T11E P00.DED(AND ANY PRESSLRE-TESTED�1.5 nMES WGRKING PRESSlBe DKKPILL)91PLL DE FREE OP:LARGE StONES. PRIOR TO COVER: FROZEN CLODS OP EARnI.RIAD15N.SNMPS.OR 9.SPPEUSe OPtHE GKILIN i5 DEPENDENT U'ON WA`e CONSTRUCTON MATERIALS. PROPER SWERVISION,MAINTENPNCE.PAID STRICT 4.MN GRAVeL DASC'MATe-LMO SHALL CONSIDEC�CRRATIONS DOTIT OVN�@P_/yJp IJXRS. ` CONSIST OP CLEAN.COARSE 5 .OQ DNJT.RW • GRAVEL.CONTAINING LITTLE OR NO PIr.ES.OR ORGANIC M✓ME-,MID CONTAINING urne ro CONSi12UCTION NOfES: . I _ NO COARSE PRA6M 5 GREATER hVJJ 51.INCFE5 - - IN DINJRTER,iFY:GRAVEL BASE MATERIPL-L I.CON rwo DECK x root, PERIMETER m wi - De PLPCED IN SNPLLOI•V LIP15 AND AND SLOPE PROM P00. INCH/PT.MINIMUM'NIT{i NO .. . • ° _ - r - i COMPKTeD. __._ 2ABLEN.OP WATER. 9-O' - 9'-6• 5.na P0.LOWiNG ASSUM➢nONS NAve DeEN M Oe 2.CON CONCRETE.'"_L NAVE A MINIMUM ' POR THE PREPMAnON a TtRSC DRAWINGS: COz"vRe551ve SiRENGTT OP 5,C+00 P51 MTER ZB DAVS. ' . - - -NO SPEGVL CONSIOERAnONS NS 801ARED TO Me -PLL REINFORCED CONCTteR COnISTRUCnON SHALL . KCOMMODATE NIGH SEASONAL GROINDW'ATER P@T80RMEDIN PCCORDANCE WITH THLILATeSf EDInON OP KI 71B NJD DETAILED IN KGORDANCe . +• - CONDnGNS. Vv1TH KI D15. LONGITUDINAL.M,OOL 5ECTION -TFE Pool Wv-L De IN51R1ED ON A D,p Re1MOKCIN4 5TEel-B L CONPa M rO COMPKTED BASE. ASTM-619.GRAIR 60. W2LDeDWIRC MESH.hw_L . .' �' - - -ANY ReOlI180 LPNDSC.MING PAID/OR RQfAINING CONFORM TO PSTM-IBS.'PLL efwOSeD CONCRETE NOR'POOL DIMEN510N5.A5 NOTED.MAY VARY f0 PLL(S>15 1101 PNtf OP MIS'XOPe OG WOPJ"' EDCe5 SNPLI NAVe A A"CHAMFER. PCCO t MMODAM AC SITE COAminON15. -PROPO`RP POO_A A DOe5 NOT CNCROKH LPON ,a THE NTRAC COTOR SHORE SHALL OR BRACE AS REO'D.AI - ANY:EASEMENTS. PRCNERTY BOUNDARY LINES. ALL StAGeS OP CONSfRIGTON TO EN51DR SiRILTiRN. 1-5. 4TIL00.15 SE TL ,Oa I C WATER PMJ STADI Al'ALL r - MUNICI 5e_R: 5.AW NORD pIXREPANCIES SHALL DE BROIJ@If fO THC -NO VPRIAINCe5 ARE WOLIiR P TO OBTAIN AT2NfION OP n-E DESIGNER PRIOR 10 INSTPLLATION MPROVPl� OG ANY RIN6 N M WORK. -ORIeN AnON PAID LOCATION OP PILTRAnCaV eL PLL WIRING r0 DE PETD°ORMED DY A LICENSED - - eOUPMENi 15 PRO.JeCT SPECIFIC. XxRMATiC ELECTR NPN IN PCCORD 5. `MTTi PLL _ _ pIAGRnAT 15 PROVIDE✓P C_AR TY SfAiE AND LOCK.CODES. • MlC rTm O �r.raZtl.vM avnvOFid WxlR _ _ -TFIE SOIL Df'GZN Vh11CN TFE POOI-WILL De P.N LORE Ren!MCK Nt fO PRPROVIDE .10 NAVE OROOM mV x 4T v[ I- IN5TALLED'W:LL IANVE A DEMING CMKITY xtll COLLAL TO OR GREATER TIiA1J 8'000 LDS:/50.PT. kIP-RESISfNVT SURFACE. -hle POD...ONCe PILLED W, L De MAINfAI P AT B._-IC-DeVICeS SNPLL De U%I2 TO HOLD POOL - Ifs De51GN WAfeR LCVEL ELEVAnON AT ALL RQ INPORCING STEEL'IN PLP a PAID MAIN NN 2"Clen g DETYVEEN ePRm PAID 52EL. IMI-NG OP PROPER VANTERIZAnON PROCEIT s WILL BE Ti@ Me ONISIDILMY - OP T .OW R.: PLL POOL D NSICZN5 5HN.L MEET OR EZCCCD Tom- _ON_SW1MMING:POOL.N'n STPNDPRDS -- .. FOR'TYPe Oil- OL,BEIN6-CON5TRIY:eD. _ _. DETAIL at MAIN DRAIN wATrx uxe Tnc - DETAIL at SKIMMER v - - - .a aemroRaxc aam - Izcc.evo r.TTeei: .. /u srom I .,,k:n�a evcTxlul coxoulr, - - `. I � roaL eneu P_ / ro Juxcmx ED.r m - I'IOJpa�Her wrew[o •' � - _ SGIL-I 1 _, n / zwrnmuue nrz TYPICAL WALL DETAIL DETAIL at UNDERWATER L1G"T - DETAILDETAILaAiNfT k FILL5POLIT - SGIt.I•'I'd •s REV15ION5 __ HENDRiCKS POOLS,inc. ARIIWq 0.GNPP3. P,O."'30S �"`enu Seekonk MA OZ771- i E�, srMnAa(UNITS POa[?MA 5 J �QuA FOp F.�5vwfl&CON5fKLICtION � SCALE:0.5 NOT[D DRN.BY: JDM DATE:. - Job No: RemSron: Dravnng No:-_ HENDR-1 OP ID: LL13' IC7"Ho` � DATE(MMIDD/YYYY) �.� CERTIFICATE�OF LIABILITY INSURANCE 10/25/2016 -HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS :ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT.BETWEEN THE ISSUING INSURER(S), AUTHORIZED tEPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ' MPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to he terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the :ertificate holder In Ileu of such endorsements . )DUCER CONTACT Loretta Brown nsure,LLC A FBinsure A/c°NN Ext:508.824-8666 (A/C,No); 508-880-0142 BOX 138 E-MAIL Ioretta(@fbinsure.com ioboth, MA 02769 ADDRESS: ;eph M, Bickel,CWCA,PWCA _`� INSURERS AFFORDING COVERAGE NAIC q INSURER A;Central Mutual Ins Companies 20230 URED Hendricks Pools Inc INSURERB: PO BOX 309 INSURER C :Seekonk, MA 02771• --- INSURER D: INSURER E INSURER.F: - )VERAGES CERTIFICATE NUMBER: REVISION NUMBER: 'HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD VDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ;ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, :XCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDTYPE OF INSURANCE INSD SWVD UER POLICY NUMBER MMI DYPOLICYEYY MM%D YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I—XI OCCUR CLP8110247 06/30/2016 06/30/2017 DANIA SES R ENTED occurrence $ 500,000 X Blkt Add'I Ins MED EXP(Any one person) $ 5,000 X Blkt Waiver PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a PEA F1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: - PD Ded $ 2,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BAP8630704 05/01/2016 05101/2017 BODILY INJURY(Per person) $ -* ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE - $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X SPER TATUTE OTH- ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUnVE FN WC8371906 01/24/2016 01/24/2017 E.L.EACHACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) MA E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 Equipment Floater CLP8110247 06/30/2016 06/30/2017 Lsd Equip 25,000 ACV/Special Form Ded 1,000 3CRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) 'imming Pool Installation, Service, and Repair. , , ° , :RTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN b ACCORDANCE WITH THE POLICY PROVISIONS. c -- -• - - AUTHORIZED REPRESENTATIVE ©1988.2014 ACORD CORPORATION, All rights reserved. ,ORD 25(2014/01) . The ACORD name and Ioao are reaistered marks of ACORD License or registration valid for individul use only before the expiration date. If found return to: a -\Office of Consumer Affairs&B 0•9G� Office of Con onsumer'A fairs and Business Regulation usine�l2egutati "JeCGi 10 Park Plaza-Suite�170 TOME IMPROVEMENT CONTRACTOR Boston,MA 02116 1 egistration: j expiration::_..-: Type: 144/2018 ; Private Corporation HENDRICKS POOLS ► C N THOMAS HENDRICKS PO BOX 309/304 TAUNTON "" Not valid without signature SEEKONK • , MA 02771 • Undersecretary^ s t November 1, 2016 Town of Barnstable Building Division 200 Main Street Hyannis, MA. 02601 Re: Swimming Pool Project at 24 Eaton Court,'Cotuit,MA To Whom it May Concern: I am the owner of the property at 24 Eaton Court, Cotuit,MA. I have engaged Thomas Hendricks of Hendricks Pools to construct a swimming pool on my property, and,I have authorized him and his company to perform all work related to that project. I would very much appreciate anything you can do to expedite the approval of Mr. Hendricks' application for a permit for this project, especially considering the proximity of the winter months and inclement weather. If you have any questions,please call me at(508) 320-2249. Thank you very much! Sincere nathan R. Sigel $nginee�4ng Dept. (3rd floor) Map ,/�S-S Parcel � ®�I � Permit# (� House# ay�3 Date Issued Board of Health(3rd floor)`(8:15 -9:30/1:00- e _Fee• Conservation Office(4th floor)(8:30-9:30/1:00 2:00) ' Planning Dept. (1st floor/School Admin. Bldg.) Owl? ST�� INE Definitive Plan A annin Board 6 of 19 Z3 �'t g '- l �D I �J ,(� _ i BARMA&S. E, e i� 12 ��r.ed �'1 S/!s, Pad"{ ro 1 MASS. '�� EO MAr a`� TOWN OF BARNSTABLE Building Permit Application Project Street Address Village r Owner 1 (12 :Er/IG-4 *' Address 01 G Telephone -Permit Request ,�-----�� First Floor square feet Second Floor q �f�'i square feet Construction Type (A.J =k. Estimated Project Cost $ F , (� Zoning District Flood Plain tr-) Water Protection 1\F Lot Size Ar 3 Grandfathered i]Yes Dwelling Type: Single Family Two Family ❑ Multi-Family(# its) Age of Existing Structure 0-?AJ H' c House ❑Yes (�' o On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl alkout ❑Other Basement Finished Area(sq.ft.) 0 O&) 157 Basement Unfinished Area(sq.ft) ° 17 cAd 5 Number of Baths: Full: Existing New o� Half: Existing New J No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Flooi Room Count Heat Type and Fuel: bd�as ,❑Oil ❑Electric ❑Other Central Air ❑Yes L Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) a 4 ❑Barn(size) ii ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use r, 11 �1Z_ - Proposed Use Builder Information Name g i I oDe?�- ) Telephone Number 2 Address�2- J��.'7T U It ru p License# L %_ G (7)'57 E / C Home Improvement Contractor# (f f �-- Worker's Compensation >tl&4 L440 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR ! DATE <9 (� BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) t o-SuRP?� FOR OFFICIAL USE ONLY PERMIT NO. i DATE ISSUED MAP/PARCEL NO. ADDRESS i VILLAGE OWNER DATE OF•INSPECTION: FOUNDATION FRAME -4 7 b, " INSULATION - = - - FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ItJGH r FINAL" - FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. - - } a } °FINE ram, Town of Barnstable Regulatory Services « snxi AS& « Thomas F.Geiler,Director 9�A tb ,���' rFp.19.,a Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 1.1, 2005 f Peter Bilodeau 59 Seapuit Road Osterville, MA 02655 Re: 24 Eaton Court, Cotuit To Whom It May Concern: Enclosed please find a bond posted against damage to a roadway during construction. Our return of this bond indicates that a certificate of occupancy has been issued for the property and that the Town of Barnstable has no further interest in the bond. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. Sincerely, :. Sheri Theroux Division Assistant q/fbrms/bondre12 TOWN OF BARNSTABLE ; CERTIFICATE OF OCCUPANCY PARCEL ID 055 Oi9 GEOBASE ID;- 314.1 ADDRESS 24 EATON COURT PHONE COTUIT ZIP I LOT 52 BLOCK "' LOT SIZE DBA DEVELOPMENT DISTRICT CT 1 PERMIT 41532 . DESCRIPTION SINGLE FAMILY HOME (BLDG. PMT_ 034048) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental.Services TOTAL FEES: THE BOND $.00 O� CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Psi* E� _ * fARNSTABM + MASS. ED Mf►� BUIL N BY DATE ISSUED 10/05/1999 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 055 019 GEOBASE ID 3141 ` ADDRESS 24 EATON COURT PHONE COTUIT ZIP - LOT 52 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 34048 DESCRIPTION 3BR/2.5 BA/2CAR/STORYI/2 CAPE(SEW#98-659) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: BILODEAU BUILDERS, INC. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $620.00 BOND $.00 CONSTRUCTION COSTS $200,000.00 1 101 SINGLE FAM.HOME DETACHED 1 PRIVATE + BAMSTABILE, ; MASS. 1639. A� E'p IIA1� BUIL ''- G I IS BY DATE ISSUED 10/14/1998 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CAU_INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. 10-11 • 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 41 1 TING INSPECTION APPROVALS RING D PARTMENT 2 _, �� B ARP OF HEALTH OTHER: LO( L' SITE PLAN REVIEW APPROVAL �- 6D WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. l � / \�C_ � ` -�-- � �� A !, o y l !A am ghdr UAW ol 'Q�rsr td.Fl" _. 4 - p •.w...«.+nl,r..r......w....a�..�........e�s w•..1...w nw�•ww 14- Nj ace 2-l 1 toD I s .wry Mn.•u w wr as�.�..w�.•.vm�a+.r rs w.o.aw.w»wq�.w.�ewM rswrw.� .. 1 d f ,Tr w o i5 t vt 40 yj J _ s... — _ z•8 44 cr— .H•>Ir1 j • I MO�. •{w1lY,L I r s � ' �� ` ,p„.wrrr+iw..,,.�......._,..�,....rr,+.,....a]e�c u.....wwa..•....� ._.__. .._..a_ � "•1 I i j I..~w..w..ww.w r jet r G s �. lawn . N �a z4' TE14 IJ11il� IW' ' s i a i i `nawra Mr ww .rw.srs.n.n+t r e.w w�—A"M^+M���"�wA.+�•.r.� Frt+e� The Town of Barnstable BAMSTABLK � Department of Health Safety and Environmental Services OrFD .�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW < j }n _ Owner: �� lL `� V t Map/Parcel: /Parcel• Project Address: `d � Builder: T The following items were noted on reviewing: Please call 508'862-4038 for re-inspection.' \r .inspected-by: ��-- Date:— b� �1 C,y q:building:fbnns:review 1 77ie,Commonwealth of Massadlusegs Department of Industrial Accidents OIBce allm►es�f�8tloos - ' 600 Washington Shed, ' Boston,Mass. OW s Workers' Coco ensation Insurance Affidavit cs � aft /�— y �sae: .�,.;.::: e: ovation• ��U 7 Q r phone0 t;ftV � � � Q I am a homeowner performing all work myself. Q I am a sole proprietor and have no one worldng in any acity I am an employer�roviding workers' compensation for my employees working on this job. eomonnv name• address: .f OD dtv- ' ` �! ( ( I C r , f shone k insurance to 0 -ZA niicva ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: com anv namr• address: ...... �. � _ �R. .. .. i .wN'.w1000aKxrJ iwM.• insornnce cR team anv name- address! dtv phone ....: • •+KY::, '^^f•e••r,�jN'o• :. M.vlyy�µ:r•+6 iS:...:�Od(L... .. . ...... . ...... .... fey#' ..: :�.-: .�,... Insurance eo: ,�� ,�. •,.. FaOnre to serene coverage m required®der Section 2SA of�tGL IS2 eau lead to dm fmpesidm of ettims i pmaidn ota Asa ap to SI3OLN asdlor me yem,implUougueng ea wea as eidl peeaides in the form of a STOP WORK ORDER and a Qua of SIOOAO a day against me. l tmdersta d fort s copy of thb atunam may be to the OMce of Investigations of the DIA for cuvGMSe was. I do �y e t aralties of perjury that the information provided above is&W.and con+rd Print name ��� (1`� ,r 1 Phone i1-:ML 42 2, 7 C use ody de not write is thb area to be completed by city or town oQidd tows: parmiNBoema N OBuNins Dew OLte:�e Board chff lmmedbte response b required OSeleemeea's Ocoee Meam Department perzon: phone k ❑Other (Mn"G 9/9s PIAI Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers compensation for their employees. As quoted from the "law",an employee is defined as every person in the service of another under nay cam' imp ' . oral or written. , of hire, e�cpress or lied ` An employer is defined as an individual. partnership, association. corporation or other legal entity, or any two or sore of isle foregoing engaged in a joint enterprise. and including the legal representatives of a deceased employer, or the rec..-n=. nuswe of an individual, parmership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of ...a.d....s... ja. m„cos to do maintenance , consa mil=or repair work on such dwelling house or an the grounds o: building appurtenant thereto shall not bec:uua of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha. not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitb the commomvealth nor any of its political subdivisions shall enter into any contract for the performance of public work uatii acceptable evidence of compliance with the insurance dents of this chapter have been presented to the e�nttscttag authority.rity. .. - Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your •srtuitiaat sad mpplving company mates, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Deparanent of IndusaW Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have nay questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Deparanem at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Deparmunt has provided a space at the bottom of the affidavit for you to fill out in the event the Office of has to contact you regarding the applicaa. Please be sure to fill in the petmiUlicease number which will be used as a reference number. 'Ibe affidavits may be remmed is the Department by marl or FAX unless other arrangemmtS have been made. The Office of Iavwdgzd=would lice to thank you in advance for you cooperation and should you have any questions- please-io not hesitate to give us a call. ' /. The Dcparaaenes address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Omco of Ines nation 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 ri. ✓l(.Ci �O�IUIJW�hil�{ Q�l/VLCUKICLC•�u:IQ�(✓ DEPARTMENT OF PUBLIC SAFETY CONSTRUCT,01kU.P...ERVISOR LICENSE Nu�Der Expires:` Restrifted 1 „ 00 ���„" ET€R J BIl00ERU 237 PRINCE AVE MARSTON MILLS, MA 02648 pFTHE Tp�� The Town of Barnstable BARNSTABLE.e! Department of Health Safety and Environmental Services MASS. 0 1639. �e - pjEDMP�� Building Division 367 Main Street, Hyannis,MA 02601, Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Y ram ( Location EA-7-n Permit Number Owner Builder • One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: U v 3 '-r- Please call: 508-862-4038 re-inspection. Inspected by Date MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-12-1998 DATE OF PLANS : TITLE: COMPLIANCE: PASSES Required UA-= 592`'. Your .Home = 588 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- ,CEIL-INGS 2000 ' 130 . 0 0 . 0 71 ,'WALLS : Wood Frame, 16" O.C. 2871 �19 . 0� 3 . 0 155 GLAZING: Windows or Doors 413 0 . 420 173 DOORS 229 0 . 420 96 ,FLOORS : Over Unconditioned Space 19509 . 0 93 COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the 'building plans , specifications , and other calculations submitted with. the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the, cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment 'selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and -J4 .4 Builder/Design MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 DATE: 10-12-1998 Bldg. Dept. Use CEILINGS : [ ] 1 . R-30 Comments/Location WALLS : [ ] 1 . Wood Frame, 16" O.C . , R-19 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1 . U-value: 0 . 42 For windows without labeled U-values , describe features: # Panes Frame Type Thermal Break?. [ ] Yes . [ ] No Comments/Location DOORS : [ ] .1 . U-value: 0 . 42 Comments/Location FLOORS : [ ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints , penetrations, and a_11 other such openings in the building , envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 5" clearance, from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the. warm-in-winter side of all non-vented framed ceilings , walls,, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling. equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts in unconditioned spaces must. be- insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be, sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts ., - The HVAC. system must provide a means for balancing air and water. systems. TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] ' Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 . 4 . MISC REQUIREMENTS : [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools , HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department` Use Only) -------------------------- t a g f � • f � r nraaesa�i =$QR�Gt�iel;rrF ,L tt �s.w r.r...r�+.�.wrr+....r ra.x•w....am M�r+ri w i•w�� -- -- ��_ N Nk Cc cA^Pa�W6 sD aw }z' "lewoo`" Ti �YYfM11�W���141t.r�1.Y/IOIf MIIItiti wYI KQ)O�.MM�W WA�A - 1 -_ ,1 lent if ja+-�• T YaEY.a. � �•�/ARM-b... .. ffa� �- § I �� sSZF i — cA,E•st6st_'9ia..1 Kra M•efir I 1___� • - �� pr•wrwr.rwr�y.p.a awrrn.weyva au..r aw.G�O N.w+Mr fra raq�w ._.... .._..-- _.-_____.:..._..—.__.. n a- IMPORTANT - UPGRADE REQUIRED. STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR:THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED NOTE: A SEPARATE PERMIT IS-REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PER'MIT DOES NOT SATISFY,THIS,REQUIREMENT, ASPHALT SHINGLES " E X I ST I NG 150 ASPHALT PAPER 1/2 PLY,SHEATHING EXISTING VENTED DRIP EDGE UTI 5"ALUM.GUTTER - - IX8 FACIA IX8 SOFFIT " 1-1/4 BED MLD, IX6 FREIZE I I,FpT ELEVATION FONT ELEVATION � ' SMOKE DETECTORS REVIEWED EXISTING SAYE DETAILS /os TA LE BUILDING DEPT. DATE FIRE DEPARTMENT . . DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING STORAGE DAji STORAGE AREA \� I 1 I »• r'' I r.• - - - I I EXISTING \ DORMER - 1 • o 1 1 \ .RSO IN&VL EXISTING ___ 1 - Df3 WALLBOARD WALLBOARD 1 _ BEDROOM NEW BEDR DAIH OOM 1 STORAGE RB lwow_ TYP.CEILING LINE - -C---� I 1 EX19nNG I TY W*14 WALL - I s - EXISTING EXISTING NEW EXT.WALLS r ` M/BATH M/BEDROOM. - - REMOVE WALLS - I EXISTING - --------------------- I � _ _—— - - BASEMENT EXISTING RQOE ' CROSS SECTION DEADUR DgIE REVISION DRAWN BY PAGE SCALE JB Desi ns BUILDER JOB ADDRESS MR d MRS VINCENT BIR51GLIADESIGN NEW BEDROOM d BATH IN PLACE OF EXISTING STUDIO 04-05-2005 d► JB of I V4% 11-0" 0 24 EATON COURT GOTUIT MA• dOTE;' I PURCHASE OF DRAWMG6 LEAVER PIRCNA6ER RESPON6 SLE FOR COMPLIANCE WttM ALL 7 EXACT 911E AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3 ALL FOOTING&6WALL EXTEND BELOW FROSTLIKE VERIFY DEPTH, BOB)9bO990 LOCAL OW NS CODE&AND ORDINANCES,J B DESIGNS MAY NOT SE WELD RESPONSIBLE MU6T BE DETERMINED BY LOCAL SOL CONDITIONS AND ACCEPTABLE 4 VERIFY STRUCTURAL ELEMENTS FOR DESIGN/&RE WEST BARNBTABLE MA,02568 FOR WTE CONDITIONS OR FOR nff USE OF TNEBE DRAWINGO DMING CONSTRUCTION, - PRACTICES OF CONSTRUCTION,VERIFY DESIGN WTW LOCAL ENGINEER 'WITH LOCAL ENGINEER AND BUDDING OFFICIALS. DRAFT PLANT PENOIN CO OF LEACH FIELD V EXCAVATION 1015116. 0I5CREPANCIE5 IN A5 BUIL EXTE T OF LEACH w Q QALIRMATION TO 5 00 OUT5IDETHE A N 96 MAI FFr ! 2 JDACK, ``Z� LOCH NT OF LEACH FIELD. STEPP 25'S COVER BAC O5 ARE AS 8 IL Q'D. 9 46 + S. / A s j I�- A C. IN POOL AREA,@ WORK ` J �D ACCESS 1 / 00 BEHIND POOL T CAU5E SHADE, 1 GRAV PKG / G TRf�ON r AREA, VA4W/L.. 2 10 / WO D CHIPS E /F0 BE LOCATE �0 0 / o :TRANSPLANT l R/NG UTSIDE SETBK TO LOWER F NCE LINE. O HAYBALE5 OR WATTLE 51LT FFN f,STAKED C�. 11 O BURIED TO CATCH RU FF,MAI TA/N DURING WORK I O / FINSTALL PART/AL WALL A FTER P OL INSTALL. .'. .'.'.�.'.'.'.. Q 4"THICK EXPOSED AGG GATE P OL DECK,CANTILEVERED FUTURE / OVER 6"COMP ED O NSE GRA fD GRAVEL BY POOL CONTRACTOR.. 10 GRADE '` TR4NJy'q�L PLTG \ R` 1 >11JlLL FILL OPERATIONS,BY(A D.CON TO BE COMPACTED IN 8"LIFTS. m '�,' :''\ ''•' K AC P 5'MIN GUN/T`1 Po/.3ALT GEN RA TOR, 'OP.PEBBLE SHEEN m O ETBACK 7/-'25 Hen/ INTERIOR.COLOR TBD, WIM OU V-SHAPED 96 / 5ET BENC SHALLOW END, LGTS 6'BAND TILE, HEATER WINTER COVER, Q W i Q U L 30.0 � 6 cp ETC. INAL POOL DETAIL CONTRACTOR. / DEN5E GRA E IN LAWN RE50D O I ° P L EXCAVATION B Y P OL CON'.ALL GRADING OPERATIONS BY L.C. /111�F�STI�i OTj /O ./' .a new '��� APPR X l /// 9 OTEC DISTUR ED 00-l ZS YDS ROM POOL EXCAVATION PER POOL CONT. �URINGRCOX LAWN REGRADE I �, 10-4- ou/der 5 end wall W/METAL PLATE. � PROP POO 80 PLTG FLDSTN WALL FLUSH W/ OR 3 fVEAL TO POOL DECK.INSTALL 2" 0-4-l6:add specsEMOVE SPRUCE STU GRl D O osIT/VE DRA/NAGt� `` B'DE P 75 { METAL ACO STRIP DRAI @WALL,PIPED TO DAYL/GHL BACK SIDE OF WALL HL 15 0" DO / / OOO T�WAROS OR VE / ! FROM/2"TO 46'HIGH.REVIEW GRADES W/C.D. / O v C. / TW 105±- A5 NEEDED FOR THE WORK.LEAVE REMAIN/ G. '�06, / /�PNG @ I ACO STRIP DRAIN PIPED TO DAYL 3Hr \ 102 FENCE CO. TO REMOVE NON CODE H. RAILING REQ'D.RAILING BYOTHE .CORE RlLLED INTO WALL. /. /02 C GATE 8Y OT R5.MOVED BACK 5. ` `/O ROUND FIELDSTONE RETAINING LL,OVERCMU CORE, / ALL DOORS INTO T ( l BW NO VO/D5,DRY FACE NOTES: __.___ Po L AREA TO BE ALARMED., _ f05.'4 / 0 ..-• SELF CAPPED OVER/RE/NF09CED CONCRE f FOOTING TO FRO5T _ - / ! l. BLOW DOWN RIGATlON-PRIOR TO Tl1E WORK. PROVIDE DRAINAGE BEHlN6 WALL 2. DIG SAFE PRO CT PRIOR TOW K. / PIPE TO DAYLIGH.CONNECT TO BEHIND WALL ¢rH^ ER 7 1�� e 3. PROTECT SITE F M EROSION DURINGTER W/STAKED t fence WALL STEPS DOWN 1N 8"STEPS DRAT AGE OR PIPE THROUGH WALL. i G REIN TALL WHITE PVC CONNECTION. PRO POOL HAYBALE5ANATTLE SILT FENCE.SZ�E PLAN. OTTER WE ROUTE OF CURRENT LEADER �_ DE K I /9$ 4. ALL CONTRACTORS E FULLY INSUR . DAnIG T OR OW.REMOVE DW IF Ex� 5. HAND WATER TRAN5P NTS DURING TRLt�VSPLANTING 4 INTO LIFT e 5AVf.RESET 04.3 \ NG CURVE TO RETAIN MULCH105.13 / FALL BEFORE FROSL BW 1 DI 6. PROTECT VEGETATION$ IL STRUCTURES TO BE SAVED. E .HYDRANGEA a NLoO YEW 2 REMOVE FENCE TO HERE OQ i STORE YEW,REPLANT `� •�� FLOS �'� IL 7. LAND. CONTRACTOR TO U STORE SPA @ RIVEWAY T 3. CART GARAGE FiYrQ9PD AGGRFGATF AND REINSTALL. UTILITIES, D �lNING BYOTHE . PROTECT 106.46 � 1° SPA FROM DAMAGE DURING T WORK. RESET Fx 5'L GRAN/TE STEP. 104 TME CREATE(216"RISERS. WOOD Ex 7.5 O4 TW l 03 LGTG.INSURE ACCESS TO ALL Q 6. TREES TO BE STUMPED. BLUE 5 LICE CAN BE S FAB P T '" ECK 5P 4 PLTG BEDS W/2"PVC SLEEVES, GROUND. \\ O° 1D4. SEPARATE FOR LGT/IRRIGATION. _ (!��� �// ,�/'jx�`1/\ SPA IN lT5 CURRENT LOCAT/OW!'IGT. MARK SL f,ON PLAN. '� "" '" ' `" `/ O Q 9. ALL HARDSCAPE AREAS TO BE SLEE D FOR FUTURE ,OG � ' � ^�LIGHTING R IRRIGATION WHERE NEEDS 2"PVC. REMOVE TIMBERS C BLUE5TONE. X102.7h�n�� � , Q /O. STRUCTURAL INTEGRITY B HE RE5PON5 OUTCOME OF 71�iE DRAINING€REFILL OF SPA, E J 'l l BUILT STRUCTURES ARE THE RESPONSIB TY OF THE DEC ALL stoPEs GRADUaLL UTILITY WORK BY OTHERS., CONTRACTORS. CONTRACTOR lS RE5PON LE ` i COORDINATION REQUIRED. / i TO MEET LX. TW UPGRADING THE CONSTRUCTION DETAIL OF Y lTE HEY 3'x 4'+/-BOULDER To KE TRANSITION FEEL WARRANTS UPGRADING FOR THE LONGS OFT ID8 E AGGREGATE P B A I f �� 1" BETWEEN WALLS. PROJECT. CONTRACTOR TO NOTIFY DESIGNER/ OVANCE \\ FIELDSTONE RETAINING WALL O ' ONCRETE GRADE BEAM // QUOTE REBUILD E.Y. W LL OF ANY CONSTRUCTION DETAIL CHANGES. \ Q "CRUSHED STONE. p /7"+1-FROM TOP OF P ECK TO GRADE NEw o Too R REMOVE€STUMP TR ES ALONG FENCE LINE I I. CONTRACTORS WILL NOTIFY DESIGNER OF ANY \ 6 5H eR B OTHE CAU5/NG SHADE. DISCREPANCIES/N THE PLAN PRIOR TO THE WORK. LOAM€ / 12. POOL CONTRACTOR TO PROVIDE CONSTRUCTION 770 ADD GATES DRAWINGS ON THE POOL. \ 5PA i BOTH 51 LA -•-• -- + (/`./ LV 13. ENGINEER, TERRY WARNER, WARNER SURVEYING, �� "t N FENCE CO TO o� �Xff1 1 REME5H EXISTING l 508-432-6309 TO BE NOTIFIED IN ADVANCE OF ANY FENCE VIEW FROM POOL A / FENCE REQUIRED STAKING, PLANS AND AS BUILT5 REQUIRED FOR 4 PERMITTING OR THE INSTALLATION. �O / 14. ALL WORK TO BE PERFORMED BY SKILLED WORKMEN AND i \� �o ` j IPA bL an, TO INOU5TRY57ANDARD5. LO5 NEERETp@EXPOSED 1_5. POOL, LANDSCAPE*FENCING CONTRACTORS WILL ` NEW POOL O/ SAND 64 f0 GRADE UO COORO/NATE THE WORK WITH EACH OTHER d ELEC. � VIEW FROM PROP O / LINE PLUMBER TO INSURE A SMOOTH WORK FLOW. 16. LANDSCAPE CONTRACTOR AND POOL CONTRACTOR WILL . DETAIL A WORK FLOW SCHEDULE PRIOR TO THE WORK. _ l 7. POOL SHELL WILL BE SECURED FOR THE WINTER BY THE o / r(LEl2 POOL CONTRACTOR. \ l / 9� ` KEY. " /6. AT NO TIME WILL THE SITE W/POOL BE LEFT UNSECURED. / EX1.57-ING SPOTGRADE XD.Q µN"(9µpve I a6L.64c- -,� 19. LANDSCAPE CONTRACTOR 1S RESPONSIBLE FOR REPAIRING I LAWN, IRRIGATION, LANDSCAPE 8 ORIVEWAYAFTER THE \ } 94 PROPOSED SPOT GRADE X D.D/ WORK. \ PROPOSED CONTOUR 000 L 20. PLTG PLAN TO BE ISSUED. /{ / SHEET I OF I ! I I � I � � I I '� I I ,; ,� •4, 265 8,4XTERS NECK ROAD i I MARSTONS Mil.._L.S MA / I i I i i i i I I li i /' j •1• jI I I I I I I II I I I I � II j II i I II i I �1.1 I �' ' II i i i I I i i I / •� i / I + 28.5 2S I I I I I I / I I I I I I j v 0 II i i I f I I � i it �� I I ' — �� i i •�`, i• i i I v � I ', 'w I I i i i /' 30 0 0 037 + �18.5 CENTER POINT O � i `v OF DECK RADIUS `v O `v O O 0 DOOR/ COLUMNS h ID I1, i 0 \ , I I it i � \ \\ �\ • , I � ; \ I ! \ \ I I I f5' Op 3 I I � DPI + 8.5 TS 38.5 + \ i \ . \ }t'wZA •1TE + 38.0 + 38 0 WOOD STAIR 37.5 WOOD STAIR .6S } 7.- +i _ + 37.0 6p R 18'TTYP. !; v I - - - - - - _ vv v�� _ Z: _ !\ ALIGN DECK 1` : O i WITH CORNER + 43.0 6 °I� • Co. �RA;NIT�. 3%3, `\ + 37.0 ' 1 5 + 8 i . + 36.5 WOOD STAIR di i i i _-- ---- -- i I LBO' BUFFER LINE Xf. DEXX / 3'—O" HIGH WOOD1 1� ` I RAlL"`1NG/CONTIN. !; 42 \ I , i i\ I I I `\ `\ \ I I I ' •� j\\ i I \\ \\ \ I II i I � •,• I I / A 1 I 4 • I - 4 I � ~ \ � I I ! DATE: SEPTEMBER 15 1998 ----------- _ _ ------ REVISIONS DATE - --- ------ ---- - I I ' / , ------------- ----------- — ----- / --.------- / / I •1 i _--- /F I ------- I I ----- - ___ l -- ------------------------- -----------------'--- -_ / ; .� L.ANDSCAPING/DECK PLAN --------------- -- ----- ---------------------------- ---------------- ------ A A n n A /1 A I— A / A n r1 A r n ' /1 /"1 A A A A T A I\ I A F\ I I I-1 A 71 rl1 I /1 E LEGEND. �\ 8 9 79 52.37 Existing Spot Elevation �� CT EDS TRAN Existing Contour Q N Light Post O 88.42 N -o- utility Pole 0 Hydrant ,. -- Existing S.A.S. � per as-built plan N Existing septic Component �� and Verified in the 95.79 field Q� ® Cable service 00 6� ® Water service 8803 , ® Electric line/service 97.09 ® Gas line/service C 87,83 X #40 Test Hole location _,....: BASIN .94 f'a�e at ■ Concrete bound found X 9 4.39 4.3 ,,, " �""""""µ•, - , 87,88 .... 100,24 ® Manhole cover 89 Existing tree r? X 94.27 , 87.17 0 LGT 3'0.2 �� E 94,44 98 OASf , 4 } ,12 . CB DH FN 4� . ' � s � 98 03 Lot 52: -, � N102,34 X f 46 3ti5f S.F. ''10 X, 0,3 r „ ,. Proposed 1.1f Ac. ,.��' -) Patio 88.20 s X 102.75 a ✓ Map 55 T021 �o ParceV`19 101.96 101,70 o LGT 1 .48 104'3 5ao' 03,0` ' `� 1 ,75 105,47 31.66 1 Pool code fence, 88.87 '� 103,28 Stone O6 self-latching, self- " Parking '' " closing gates. y . .n 04,21 i. 9 t 10477 QG S,69 ` X 101.84 104,09 104 6c, ��� 16 N ;1]A ' 105.04 104,7 ool 105,05 106 94 /l Pi`op 105,10 � P 104,90 '' 8' deep / Stone d •� M 105,2 104.95 _`Porkinq -- -- - _ _ ,65 _ _ - - - , 105 0 105.0 i4 I JA 105,43 105,10 X +j M4, ; £`' 98,80 7.80 106.03 05 28 \ f r' , 104,11 105.79 10 5.5 6 X Prbp. 101 98 76 dtio + ' �k 104.99 '4zr l 7.13 X 104.74 97.62 ' Exist. Dwg. (Lower�, <` >° �>'" 99.07 ry.............._.., ..., .., 24 Deck) 10I N P3 � g # o Garage 106.46 Hd`� 103,40 TOF=106.65 20IN"OAK 6 (Assumedd) Tub .' 1 99.12 . r �z 10J,0 96.5�4�''" � 105,81 105.62 Deck F . STK 92,75. K SET 107.04 6,21 �o X 108, t (UPR�,k e 8IN OAK 1. 9 6.5 0 R5 83 105,51 10 8 99 1 . 95A2 105,0 1a 56 PLAN OF LAND+r,"s `too. T 1,71 102,84 98, 1 105.6 a 04,67 6I. ❑��: 5.97 4 52 43 102,21 FT ❑ILK Benchmark set SHOjYING PROPOSLID POOL Right car. bulkhead �p w >V 0 103,28:' 4,8 ' EL=105.80 (Assumed) X 109 60 �9,�ttK TC 105,28' . Q 103.49 10ol �r /N 102,30{ 980 ` ��� .w 96,6 BARNSTABLE' (COTUIT) 103,57 4. T PIN h 99 96,25 X 93,57 Way 102,1`� % �. ��` 9g 16 38 PREPARED FOR: 97.24 96 8?' 94,64 JONATIIAN SICEL 5 X 103,.3Q 'i 16IN OAK ``fY Gf ave' q P` oFA$sr�� {'' X 94.63 TERRY 1 � 24 EA TON COURT ANN ' NER.9788 1AtAR y No.38721 S SCALE.- 1`20' OCT. 7, 2016 99.81 TLRRY A. X, RATER, P.L.S. 22 LONG ROAD .Scale: 1"=20' 410� HARWICH, MA. 02645 4 (508) 432-8309 k�o� Project No. 16-274 I TOP OF FOLNDATION 20 FT. MINIMUM FROM M CELLAR SOIL TEST DATE OF SOIL TEST ELEV. ^ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY SWEETSER_E*JGINEERtNG CLEAN SAND - WITNESSED BY x ETE COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV ERVATION HOLE 2 ELEV•=. . 4" SCHEDULE 40 PVC PIPE PERCOLATION RATE MIN./INCH AT INCHES 'RCOLATION RATE MIN./INCH AT INCHES -� MIN. PITCH 1/8" PER FT. 2" LAYER OF _ _-- -- -- — — -- //8" Tt; 1/2- 6" DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HOR1Z TEXTURE COLOR MOTT. OTHER �� 'x _,iFt STONE .:. : _ X µ -- " 4" CAST IRON PIPE —t- [NOT NT }_. �P� !' %� C'4 REQUIRED (OR EQUAL..) MINIMUM _ PITCH 1/4" PER FT. ' 1 CU. FT. OF f _0 CONCRETE - 40- , C , { tiff A FLOW LINE ANCHORc� { J 10" _ ELEV. _ - - --------_ - MIN. LEVEL -�_o i� j ✓�..+ r' l 1, V. E V. I ( - r1 EL ELEV. - BAGAS FFLE ELEV. _ 6" SUMP -ELEV_ DISTRIBUTION ELEV' - HIGH CAPACITY INFILTRATORS WI'N LJ ip TLETTH BOX STONE IN AN 4 FEET 14 INCHES TO BE PLACED ON FIRM BASE) TO BE WATER TESTED TRENCH FORMATION 5 T 19 IN S IF MORE THAN ONE OUTLET — r:: 6 FEET 24 IN S 15 0 0 IF(TO BE PLACED ON FIRM BASE) SOIL ABSORPTION + LL r.J..' WATER ENCOUNTERED AT , _ ELEV. = WATER ENCOUNTERED AT ELEV. _ 8 FEET 34 INCHES SEPTIC TANK ZONE 3/4" TO 1 1/2" INDEX WASHED STONE SYSTEM (SAS) ADJUST - ND- DESIGN CALCULATIONS USGS PROBABLE WATER E ELEV. EXISTING SPOT ELEVATION oo'o NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM P R 0 FI LE OBSERVED WATER TABLE. ( / ELEV. = EXISTING CONTOUR ----Od--- GARBAGE DISPOSAL UNIT _ NO NOT TO SCALE BOTTOM OF TEST "OLE ELEV. = FINAL SPOT ELEVATION TOTAL T'OTAL EST1110 IMATED FLOWFINA �AL/DAr �. SOILLTESOT OCf REQUIRED SE TANK CAPACITY R ) GAL. I •�. � UTILITY POLE -O^ ACTUAL SIZE OF SEPTIC TANK ! ! GAL. • TOWN WATER SOIL CLASSIFICATION j I CATCH BASIN < 5 MIN./IN. DESIGN PERCOLATION RATE GAS LINE ----- G -- EFFLUENTLOADING RATE 0.74 GAL./'DAY/S.F. Lc,r I CLEAN OUT LEACHING AREA SO. FT. CESSPOOL_ C.P. Q :JACHING CAPACITY (AREA. X RATE) _ GAL./DAY RESERVE LEACHING CAPACITY R, GAL./DAY NOTES: '`LR;Ai S SHALL CONFORM TO D.E.P. r - \ 1. ALL WORKMANSHIP ANC, +�TITLE 5 AND THE TOWN RULES AND e2,��G �q REGULATIONS FOR THE SJBSURFACE DISPOSAL OF SEWAGE. F� ?` . -----_ �' / 1 2. ALL COVERS TO SANITAF Y UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED ;RADE. --- ------ f / � � / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 1 y ` WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN / 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED JNDER OR WITHIN 10 FT. Of DR►'/ES OR PARKING AREAS. / / /" 4. ANY MASONARY Mil TS USED TO BRIN'; COVERS TO GRADE SHAIi BE MORTARED IN >LACE. 5. NO DETERMINAI►CtN HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGII-ATIONS OWNER / APPLICANT IS TO OBTAIN SUCH DF"EPi A riON FROM APPR IRIA Tf AUTHORITY. 6. UTILITIES SHOW ARt 4,PPQOXIMA?I � ''ONL` EXCAVATION " RAC' IS TO (.A L A", 1->3�!- '� )33 Or UAS' Hn' PRIG 'Tt`f� � a*' tK ')N r }ro 7. Gf3N Rt^L. t+Kt + ,R ADE AS KE' AS 1A ` /' /` '� ee ® S17E C0NDITKP > r'RIOR 03M'41E_NCING .-,nP( ON SIL ANY VAR1A104 / -� �✓ IS T6 BE BROUGH` In r. AT IS OF THE DE49(* '�ICINEER $.1PARDEL� Y S IN `-LOOD %.UNE ��C ,/ /r �,. �'' \ •! 9. LOT IS SHOWN ON ASSESSORS MAP s' AS PARCEL a �.7CIri r! �(/? 5 v p a t..J.0 ,[_�:.��' ,5"".AJ 4C.�,J�`Y.4. :ni 4 \I'Tw I y. .� T A. i, i(rl r o ()iJMAb i. c► �,� 1»� �_�� APPROVED: BOARD OF HEALTH tv DATE — AGENT PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION ----- � -_--------_— -� 1 S WFETSER ENGINEERING ` 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 _ SOUTH DENNIS, MASS. 1398 3922 _ 02660 l % D F DATE SCALE ER�VtSED- JOB NO. LOCATION MAP REVISED - ----- SHEET OF r 0 1998 SWEETSER ENGINEERING