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HomeMy WebLinkAbout0044 NYES NECK ROAD r i ACTIviz S e i i I 0 I 1. i 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 Map r93�3 Parcel Permit# 9 1 �O(� Health Division 203- 02_? 4C2� D3 3 b M oJQ N C� E1 , 1F'Tda`���sued �� is tion Fee Conservation Division t�Z���3 0 P�Wv e rrccc fbxh Z 2 PI I �p� Tax Collector Permit Fee q-- 5-0 �, . Treasurer / _. .m��4�jSP � TMAY�TE9 MUST y�,�.y �v3 STALLED IN C®�lLIA�i�,L Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONIAENTAL CODE ANL TOWN REGULPMONS Historic-OKH Preservation/Hyannis Project Street s Address lqq ���� Y1�C�. J�Lucc. Village Ctn I ct l-i ilk Owner 00-W�, buinholm j" aih► n-\Z Address _W00 pe-1 no(�C #,�,50 Telephone Permit Request (',one 1u 8 x 1►-1 1 SI'Gdu ac�r�iiic)� W t+h yi l b0,Z.mU1+ t2eiuj: Q 6L 0nAi(P 0000 t. kP_10W L all t)i(NUuJ,% alla iOWU\ 3 r\W �)i I i ,s . Square feet: 1st floor: existing �F� proposed I 2nd floor: existing D proposed Q Total new I Ti Zoning District Flood Plain Groundwater Overlay Project Valuation b 1�,t, )o Construction Type of Lot Size_U1��J1 0 Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family � Two Family Cl Multi-Family(#units) Age of Existing Structure ti" Historic House: Cl Yes ®-fro On Old King's Highway: ❑Yes Q<o Basement Type: U�Flul ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing - U new Half:existing j new Number of Bedrooms: existing_ new Total Room Count(not including baths): existin LD new 5 First Floor Room Count WrLoi(:hon w{cu 0J corn pl�;�i vn Heat Type and Fuel: P-G'as ❑Oil ❑ Electric ❑Other Central Air: O'yes ❑No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ado Detached garage: ❑existing 0 new size Pool:❑existing ❑new size Barn:0 existing 0 new size Attached garage:U-eet t ng ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes Leo If yes, site plan review# Current.Use Proposed Use BUILDER INFORMATION Name 72-uL L UQX . Con>:40Q.n.y Telephone Number - 7 I- Address PO 8 U x ) I Ub License# C S N W fcuD i c ITLP to-030 Home Improvement Contractor# 1 ON3 cL Worker's Compensation# L Ig35ct D-4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO NU(ne, 11 SIGNATURE - DATE J`0)4 W 1 FOR OFFICIAL USE ONLY - PERMIT NO. - DATE ISSUED MAP/PARCEUNO. ADDRESS ' ' VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION FRAME INSULATION ' rf FIREPLACE - f` ELECTRICAL: ROUGH FINAL 9 �-PLUMBING: ROUGHS FINAL � GAS: ROUGH.TJ X FINAL FINAL BUILDING Syr, ky w DATE CLOSED OUT ASSOCIATION PLAN NO. ` Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement-Contractor Registration Registration: 100932 Type: Private Corporation ' Expiration: 6/24/2004 OHC INC. DBA/THE HOUSE COMPANY Jeffrey Goldstein i : ----- P.O. BOX 1166 BARNSTABLE, MA 02630 Update Address and return card.Mark reason for change. (] Address Renewal Employment j Lost Card ✓/ie -t0a„r�r�o.uuea`!/c a�✓[�C�aaac/u�aetla Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registraflon:.:100932 Board of Building Regulations and Standards Explralon::.6/24/2004 One Ashburton Place Rm 1301 v:.;.. .r-. Boston Ma.02108 TYpp-:-,Private Corporation 0 H C INC.DBA/THE HoUSE:COM Te'{rey Goldstein'-,. 30 PERSEVERANCE YVAY;:UNIT 2 � 11yannis,MA 02601 ---- _ Administrator N al' tl signature �vl fie Board of Building Regulations One Ashburton Ace, Rm 1301 Boston, Ma-=02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE`-` Birthdate: 03/18/1947 Number: CS O42406 Expires:03/18/ 004 Restricted To: 00 JEFFREY GOLDSTEIN i PO BOX 1166 BARNSTABLE, MA 02630 :, Tr.no: 18201 Keep top for receipt and change of address notification. C , : " " H y t °•�`Y -IVNI i �`u M OT N ° " t F Department of Regulatory Services MAS& BUILDING DMISIOI t BYE-• ATE 1 E< I) 1") §�a�`,F..;.r r" }�#,.� .P.:;;,�.���.Ili�ldld�.,$I.!w. �1�� F°ia a.yr' ""�,..�',�,'"�• r i 4 THIS PERMIT CONVEYS NO"RIGHT TO OCCUPY ANY STREET,ALLEY OR:SIOEWALK08 ANY PART THEREOF,EITHdv ER TEMPORARILY OR PERMANENTLY4 Eta* CROACHMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PEAMiTTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION STRE! Jaw ':' ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORK$THE ISSUANCEOFTNISE PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY.APPLICABLE SUBDIWSION RESTRICTIONS. r; T• ,, MINIMUM OF FOUR CALL'INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON.JOB AND FORALICONSTRUCTiON'WORKf WHERE APPLICABLE;'SEPAftA Vy t.FOUNDATIONSOR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AN MEC ' (READY TO LATH): PANCY'IS REQUITED,SUCH.BUILDING_SHALL NOT BE ANICAL INSTALLATIONS:`.: 3.INSULATION. OCCUPIED UNTIL INSPECTION HAS BEEN MADE, 4.FINAL INSPECTION BEFORE OCCUPANCY M i an * . # • BUILDING.INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS.' ELECTRICAL INSPECTI N APPROVALSON " r .2 _1¢tihQe wl>~ 2 .-- ` a ' 10, T"�'v:S k .6 Y� .ID=I d4,_u. ' x'S-u.�.Q�.... �''t...✓ �-mot �J r 3 (j�tJ '' v 57 I S J 1 HEATING INSPECTION.APPROVALS ENGINEERING DEPARTMENT Y a BOARD OF`HEALTH , OTHER;': SITE N REVIEW APPROVAL T i ' WORK SHALL NOT PROCEED.U IL PERMIT WILLBECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS f THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGD FOR BY VARIOUS STAGES OF CONSTRUC-- MONTHS OF:DATE THE PERMIT IS,ISSUED'SAS TELEPHONE OR WRITTEN:NOTIFICA r TION. �'ti NOTED ABOVE �_ �. TION.. I. c :::::::::..::::.:::::.:::::::.::::.::::::::::::.:::::::::.:.::::::.::::.................................................................... :.....>:i»<>;;::;;>;is:>i»::;;?<;;:;;r::<:i::i::i:::::::>:::i::>i::>::>::>:::::i:;;>:;tz»>:::;::>:r,::;;.;::7<;;i DA /1 CORD,. :::: ::::`".::;<:: .:.;:<:.::: .::i... .;:::: :.:: .;>.::::v::; .: ....;:;>::;..: ,,,-: .: ss ;;>: .<.::.;: :: > .. .. ;.>:.>: :.;::;:.;;:.>s::.;;::;:.;:ci;>:i:> TE(MM/DD/YY) _ _ PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION WELSH & PARKER INS AGENCY, INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 433 MAIN STREET _ COMPANIES AFFORDING COVERAGE HUDSON MA 01749 COMPANY A ALL AMERICAN INSURANCE CO INSURED --. '—'—"—I COMPANY THE HOUSE COMPANY I B OHC, INC DBA COMPANY P .O. BOX 1166 C 1 BARNSTABLE, MA 02630 COMPANY I CQVERAGES.. 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE I POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR i DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS ( GENERAL LIABILITY BOP 7 9 4 7 9 2 0 2/19/0 2 2/19/0 3 GENERAL AGGREGATE S 2 , 000 , 0000 I (�COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGGI S 2 , 0 0 0 , 0 0 0 _ CLAIMS MADE 'J OCCUR PERSONAL&ADV INJURY IS I ItOO11ER'S&CONTRACTOR'S PROT I _ I L. EACH OCCURRENCE I S 1 , 0 0 0 , 0 0 U FIRE DAMAGE(Any one fire) S 100 , 000 MED EXP(Any one person) S AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT S TALL OWNED AUTOS BODILY INJURY ' SCHEDULED AUTOS (Per person) S— IHIRED AUTOS "-- - I BODILY INJURY _ NON-OWNED AUTOS j - I. (Per accident) I I ( PROPERTY DAMAGE !S I I I GARAGE LIABILITY i I AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT IS 1 �^AGGREGATE I$ t EXCESS LIABIUTY CXS 7 9 4 7 9 21 2/19/0 2 2/19/0 3 EACH OCCURRENCE $1 , 0 0 0 , 0 0 0 UMBRELLA FORM AGGREGATE S X I OTHER THAN UMBRELLA FORM S j WORKERS COMPENSATION AND WC7 9 3 5 9 2 6 5/-0 3/0 2 5/0 3/0 3 X Two RY L I M TS OETR I EMPLOYERS'LIABILITY _ _— EL EACH ACCIDENT S 100 , 000 THE PROPRIETOR/ X INCL EL DISEASE-POLICY LIMIT S 500 , 0 0 0 PARTNERS/EXECUTIVE � I !.OFFICERS ARE: I EXCL I I EL DISEASE-EA EMPLOYEE I S 100 , 000 OTHER I - I I I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS CERTIFICATE FfOt t7F:.'. «: :CANCt�ATtON . _..:: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, MAIN' STREET BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY HYANN I S MA; 0 2 6 O l OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Claudia Hubbell, CPCU, CIC CH A ACOR4 26.54...119.5):::::;: O ACQRR CORPORATION 1988. I +, .Z'sb�.i.�•-1h(°°`ss�taa'd) ��torsil F'� • sad Tw r 'ssa1 AssM�Est 8 prsycripttre Pxr3cuL•at ferdna , MAXIM cM i Ceiliaw ,FLU Now Axed(V,) 11-Yalut psa 8?GS to 65t?�Hester De�rse D Norte! 19 !0 6 Narcax! C,4.0 311 13 6 Q 3� 19 19 30 iS AFVE R IZY; D.SZ 11 19 10 • 3 Notsasl —d-��— u • 13 x • Q7 S , 1E I 6 -i• 13/. 9 19 1 .E3 AF UZ , 13 Z3 VA ?CA RS g y 1s•i. a.4.4 3t Ia i 34 19 19 Norsas( W 15Y. CSZ 13 u WA TVA ?Forxaat 31 WA ?VA1E'!. ' 4,4Z 31 19 b 9q AFM Y 13 1g la 94 AFVE 1EY. C;4Z 32 l9 19 ID AA t OF PROPERTY: • ~I�• h t a'�.1 .YL C,k, �.I�—� 1, ADTDRES5' _ 2, SQUARE FOOTAGE OF ALL uOR WALLS: 7r,, 3. SQUARE FOOTAGE OF ALL GLAZING 4, 'A GLAZING AREA(#3 DIVIDED BY UJ • G'I:AGE Q— AA see chart above):: 2;'l.3 /�-�-['l. 5;'SELECT PA � • . • TTLNG�.���,•�QZ�1v1F;N'rS NOTE: '0"CHER MORE INVOLVED METHODS OF DEIEKM] p,RE AVAILA$LE. ASK ITS FOR THIS INFORMATIDN. BUILDING IN•SPEC'IOR APPROVAL: YES; q�form4•�18a3a]a . Footnoie's to Table lillb: ng-,Jars ,r doorsskyliQhts, and Glazing area assemblies (including slidi is the catjo of the area Of the glazing 9017 ue do11 to the gross wall baserricnt windows if located !n walls that enclose conditioned spars�abube cxcludea.fram the�U-Value requirement. area. expr�si;d as a percentage, Ug to I% of the total Slazii?g 3 fc° f decorative lass may be excluded from a building design with.300 fte�of glazing are dance whit le v S r ,, accordance For,examp , the man acturer to = Aftcr January 1, 1995,�;lazing U-YalueS'must be fcsted and doctlsoenttd by the National' Fenestration Elating CnunciI (NMC)�test procedure, or'taiCea:fTOm T e 11.5.3a. -values are for e• *center-of-lass U-values cannot be Its a Cull whole units:'cent . • _ ume a ised or Oversized construction. If a insulation achieves tb a alucs do dot ass R-�S e cetltng R v be su sdmied for The n May insulation thickness. over the exterior w s with9ut coat tali, R-30 trssu -values Y res t the sum of cavity insulation and A-38 igjulation may be sub tituted far A=49 ' cet a- g ��ng m ,�be placed between use . For.ventilated gs, Insulation plus insulating sheathing (If. d) the conditioned SFacc and'tize ventilated p rdon af�the.roof. ra+hing (if ed). Do trot include 4 Wall R-values rcprtsalzt the sum pf the all cav_iity.' an plus inset g exterior siding, structural�hcattting, and aterior'diryw�l. or example, R-19 rcquirzlnen�ro u m a�met app to by E-15 cavity insulau n OR R-13,cavtty inch L p A.-5 '. € 9lzcathipS• W . q wood,=*#r. or mass (cc cretc,aiazonry, 169) eo codas,but not apply to metal= a construction. °The floor'requirements pIy tc floors'o�er unc nditi lied spaces as uncondWO crawlspaces,basements, or gages)•Floors over o ide air must meet the eilir; rtgmr= '(he entire opaque portion Of any individual bas m {wall average depth less 50°fo below grade must mc_t the same oned R-value re uircment.as abov �cE3as doors must mccd!the door dU-Value reqoors of u them at basements must be Include with the ath gl g d-scribed in Note b. The R-value requirements for unheated$l s, dd additional R?for heated 31 s• resistasice�heat". g'u.se ompliaace aprpraarh 3;4, or If the building uzilixrs eleotn If you plan to install more than one piece Of heating equip ent Or.�re. an o e piece of cooling Fin°nt+ tic equipment with the lowest Icienc must meet or exceed c efficieriry rq try the selected pac3ca$e• cf� Y • For'He g'Degreo Day require dats of the t, sest city or town see Table 35-2.1a ttO.�S: a) Glautrg-aFtas- ra'di U-values are im c�ceptable.Ieve 'one-vale �minimum acceptable IeYels. R-value requirements are for insulatioi o end do not include sizuetural or U-vaIues must be tested an 0 b) Op ague doors in the building envel, t have a U-value no ccd or take from the door U-Value and documented by the manetfacturtr gjdaaco with the NFAC test�0 in Table J1.5.3b. If a door contains gl s djaa aggregateopaque door slue to etc2ine c rzting for door no) apliancelof the door.' glass area of the door with your win o s ` d use paq one door maybe excluded from th eagfl 1 nIe dga,cr as i space wall corapo ent iincludes)two armore areas with c) If a ceiling,wall, floor,basement aye, a R-value is greater than or equal to different insulation levels, the cam oven cam' ies if the area-weighted ra�� -value rc uircment for that c mpo, nt. G g or door components can ply if the are weighted,average U- the R q uircment(0,35 for value of all windows or doors is 1 ss th Or equal o the U-value rt;q ' _ 43 MARTINEZ RESIDENCE 44 NYES NECK ROAD CENTERVILLE, MA 02632 ALTERATIONS AND ADDITION THE HOUSE COMPANY P.O. BOX 1166 BARNSTABLE, MA 02630 SMOKE DETECTORS O.K. lg-q 4 .3 ARNSTABLE BUILDING DEPT. e'.a 5/9'— r-4 3r4•-- 1s-7 ua• �r�a• 00 i � O � .......... I b NEW W—ADDITION O— O� IIII III IIIIII b. AV29a 4 S . �O 0 - T-0 1 tY IT-4 117 MAY CLXG ABOVEL YT1y. B-Y 74• 9-4519' 3-2 lg 9-0 11'9711r 11-9114O IIIIIIIII R� Y�m BEDROOM MASTER BDRM 11'•9"x 14'-2" -� 11'-5"x 13'-2" 17-1 3!9' �- —17-1 1/a'� 24-2 5/9' �I FIRST FLOOR PLAN 1/811=11 MARTINEZ RESIDENCE THE HOUSE COMPANY 44 NYES NECK ROAD cn P. O. Box 1166 Al CENTERVILLE, MA BARNSTABLE, MA 02630 ` 02632 508-771-0303 3W-6' 23'-4' 8 0' 31'J3- i NEW FOUNDATION WINDOW —�I I 0,NEW FOUNDATION THIS-AREA &5C.7-6°`CMU orCONC.WALC ON 10"X 1'6"CONC.FT G.i 7-4' �•W/3 CONC.SLAB I I i I I i EXTG.CRAWL CUT NEW ACCESS i s s ZD --iz—z-A REMOVE EXISTING 10"CONC.WALL INF TING 10"CONC. WALL w/CMU or CONC. REGRADE&INSTALL 4"CONC. SLABon COMPACTED SOIL INFI LL EXISTING 10"CONC. WALL w/CMU or CONC. REGRADE&INSTALL 4"CONC. SLABon COMPACTED SOIL FOUNDATION PLAN 1/811=11 MARTINEZ RESIDENCE THE HOUSE COMPANY 44 NYES NECK ROAD P. O. Box 1166 0 A2 CENTERVILLE, MA BARNSTABLE, MA o 02630 N 02632 508-771-0303 0 i 39'-3 31(r - 7'-11 3le'— '1 23'-4' e'-e'� 31'-4' - - - - - - - - - - - i r— II II II NEW ADDITION b II II II S } I I EXISTINGCRAWL EXISTING FULL BASEPdENT I I I I v I I I II I I i 8070 I I I I I II II I I ► II s yes ]668 m OREMODELED SPACE D rem I ® � o I _ EXISTING � I I ' GARAGE �4 - I II _ BASEMENT FLOOR PLAN MARTINEZ RESIDENCE THE HOUSE COMPANY o A3 44 NYES NECK ROAD P. O. Box 1166 c CENTERVILLE, MA BARNSTABLE, MA N 02632 02630 0 EXISTING 3/4' 2x8 RAFTERS 16"O.C. SHEATHING 15# r 5/8"CDX PLY. PAPER 20 YR ARCH. SMNGLESkRIDGE nnVENT;.vEKTEDx# hFG��i fDRIp'IDGE EXISTING 2x6 RAFTERS 24"O.C. y N (3)1 3/4"x 18"LVL 3/4"SHEATKNG •L� STRUCTURAL RIDGE / (� FBI ^ 2x4 COLLAR 71ES 24"O.C. !!!«l 1 R-19FGINSUL.lx3 w N r x N STRAP 16"O.C.1/2 GYP EXISTING 2x6 RAFTERS 24"O.C. `\ R-19 F.G.INSUL.R-14.4RIGID (2)1 3!4"x 10" \ v INSUL.Iz3 STRAP 1/2"GYP u 111L!!!1--�dyyyJ LVL BEAM 2z8 JSTS.l6"O.C.R-30 FG INSUL O 2x8 JSTS.16"O.C.R-30 FG INSUL lx3 STRAP 16-O.C.1/2"GYP 2.4 STDS 16"O.C.1/2"PLY TYVEK ^ lx3 STRAP 16"O.C.1/2"GYP W.C.SHINGLES 5"ESQ.R-13 FG -SUL I/2"GYP TIP. EXISTING2z8JSTS.24"O.C.Y' 2z10 JSTS. "O.C.3/4" T&G PLY R-19 FG INSUL. SHEATHING R-l9 FG INSUL EXISTING(3)2x10 BEAM 2x6 T&PT SILL 2x8 JSTS. O.C.3/4" T&G PLY R-19 FG INSUL.L. 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O. Box 1166 o CENTERVILLE, MA BARNSTABLE, MA N 02632 02630 0 nt IKEToyti Town of Barnstable °^ Regulatory Services B"NMBLE, ' Thomas F.Geiler,Director 9 HASS. �pr 039. �`0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied 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. (� Type of Work: $� -Im i� '�'� U� Estimated Cost",0 DOD b Co Address of W ork: n w o nx- Owner's Name: Date of Application: 5' I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIE OF PERJURY I hereby apply for a permit as the agent of the er:. 4- JUu Q�z, Date Co r Mat Registration No. OR Date Owner's Name Q:forms:homeaffiday. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= i yU x.0031= (33. -13 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE QO�L square feet x$64/sq.foot= N.���° x .0031= 2��o I�1 plus from below(if applicable) 06 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 .0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee , projcost 4 The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street 3 Boston, Mass. 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Date (X� 771 .036�3 • �• '•• 'hone# _ Print name da not write in this area to a completed by city or town oMdal oflicialuseonly - [3BufldingDeparbnernt ' permitgcense# ❑Licensing Board city or town: - ❑Scicctt ten's OISr_ contra person: .Information and Instructions • .' comp ••o their • a 'oaf r ens tr ers to provide workers • ter 152 section 25 requires all employ p , viassachusetts General Laws chap 'oted fromtl�e"1'aw", an e�rcPloYee is.defined as every person irithe service of another under any contract ees.._As clu-'9. --frO--- ------- ._ ._._.._._... . -- .. .... ... . ..... ...._..- ...._ . )f i e,'express or imp lie or or An emp y partnership, corporation or other legal entity, or any two or more of to er is defined as an individual, p ship _ rise,-and including the legal representatives of a deceased employer, or the receiver or the foregoing engaged in a joist enterp trustee of an individual,,partnership, association or otfier legal entity, employing employees. However the owner,of a ellYn house having not more than three apartments and who resides therein;•or the occupant of the.dwelling house of dw g another who employs persons to do maintenance, construction or�repairt �d�b,a dwelling house or on the�roimds or errant thereto•shall not because of such emp ynl employer. building appurt ... MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance br renewal to construct ,...., of a license or permit.to operate a business or nce with the insurance coverage in the commonwealth quired. Additionally,neitherthe a h as not produced acceptable evidence of comp commonweal 'nor any of its.001 tical subdivisions shall enter into any contract for the performance of public work until ceptable evidence of compliance with the to cnrance requirements of this chapter have been presented to the contracting ac autho#ty. .. .: ,. .. rr• Applicants box that applies to your situatian�and' letel b checking the b pp yo . Please fill in the workers compensation affddavrt comp Y,by company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Departmertt,of Indust Accidents for confirmation of insurance coverage. Also be sure to sign and * ate the affidavit. The'afdavit should•be returned to the city or town that the application for the permit or license i"s d artrnent of Industrial Accidents. Should you have any questions regarding the"IaRt"o,!-VlkQu being requested,not the Dep aitmet at{hd number listed belo obtain a i i6rkeis' compensation policy,please call.`the Dep w:? aie required,to City or Towns provided a ace at the bottom of��he Pleas e b e sure that the affidavit is complete and pruned legibly. The D eg artment has p the a hcaa._Ples e, you to fill out in event the Office of Investigations has to contact you regarding pp .. affidavit for u - da may e' to i .peunHUc,ens umber i ichwa e,used as a refereace:nwn�er.�Tlie:affi nits be sate to sri e e n angements have been made: ent.6�'n�ail'or FAX unless other arr the Departm ,>, Y,,;�, Y Yld should ou have an estions, . ations would like to thank you in advance for you cooperation and n • am.. The Office of Investig. - .. please do not hesitate to give us a calf. r The D artment's address,telephone and faxnumber. . • .. • . , •v_,,... ,. . - The'Commonwealth}Of Massachusetts a.4. ent of Industrial Accidents m _ - • rt .. e a P . •. • '� � p>flce at 1nYestlgatlans . 600Washington Street ","�;; Boston,Ma. 02111 , far#: (617) 727-7749 BOWS BC CALC@ 2002 DESIGN REPORT - US Thursday,January 23,2003 15:56 File Double 1 3/4" x'9 1/2" VERSA-LAM@ 3100 SP Name House Co_Martinez.BCC: RB02 Job Name Martinez Description Roof Beam Above Stairs Address 44 Nyes Neck Road Specifier City, State,Zip - Centerville, MA Designer Joe Madera Customer The House Company Company SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc 1__1c 12 ® /�hQ/7OA I I I 1 � T� I —I I I-------- Standard Load-25 PSF 115 PSF Tributary 11-06-00 �_ J � ,b,. ,�n��"'C'�:fi�xs�.Fa�'., ,�„ � ,��� �s c a'„f i�' � � '� � � � ,•„��,. � �__ .k ea9ET?��v.z�.# �' x. .'�� :!"1 s e BO 61 2310 Ibs LL 2310 Ibs LL 1422 Ibs DL 1422 Ibs DL V661 Horizontal Length-'14=00-00) General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-00-00 25 PSF 15 PSF 11-06-00 115 Member Type: Roof Beam 1 flat ceiling Unf.Area Load Left 00-00-00 14-00-00 10 PSF 5 PSF 04-03-00 100 Number of Spans 1 Left Cantilever No Controls Summary Right Cantilever No Control Type Value %Allowable Duration Loadcase Span Location Moment 13061 ft-Ibs 81.4% @ 115% 3 1 -Internal Slope 0/12 End Shear 3310 Ibs 44.8% @ 115% 3 1 -Left Tributary 11-06-00 Total Deflection L/182(0.921") 98.7% 3 1 Repetitive n/a Live Deflection U294(0.57") 81.5% 3 1 Construction Type n/a Max. Defl. 0.921"(Limit: 1") 92.1% 3 1 Span/Depth 17.7 1 Live Load 25 PSF - Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing +1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning " product installation. BC CALC®, BC FRAMER®, BCI@, BC RIM BOARDM, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUDS,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC® 2002 DESIGN REPORT - US Thursday,January 23,2003 15:56 File Triple 1 3/4's x 18" VERSA-LAM(g) 3100 SP Name - House Co_Martinez.BCC : RB01 Job Name Martinez Description - RIDGE Address 44 Nyes Neck Road Specifier - City,State,Zip - Centerville, MA Designer - Joe Madera Customer The House Company Company - SHEPLEY WOOD PRODUCTS Code reports ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 1:�__A- 0 12 Standard Load-25 PSF 15 PSF Tributary 12-00-60 i _.. s BO 131 3600 Ibs LL 2479 Ibs DL 2479479 Ibs ILL Ibs DL Total Horizontal Length-24-00-00) General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-.00-00 25 PSF 15 PSF 12-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 36474 ft-Ibs 45.3% @ 115% 2 1 -Internal End Shear 5319 Ibs 25.3% @ 115% 2 1 - Left Slope 0/12 Total Deflection U388(0.741") 46.3% 2 1 Tributary 12-00-00 Live Deflection U656(0.439") 36.6% 2 1 Repetitive n/a Max. Defl. 0.741"(Limit: 1") 74.1% 2 1 Construction Type n/a Span/Depth 16.0 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT-, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 a�- c�f � r wok;, F1x The Town of Barnstable RAR E.ASS. 0• Department of Health Safety and Environmental Services 9 MASS. �A t639' MPy° Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: 6, �, / l�,q�2 i 1 -o Map/Parcel: ,�1 3 Project Address: _1-17 Al"5's /y G L 1`t O, Builder: !-)�,u sr Caly-nc r1.v/LL c The following items were noted on reviewing: -/7 r/,/ &/ /�L Ile W'gw 32)19�5- Po S E /= r, c� 13q i H ZW 235"i 'i^11'NT I0 /�� T/i-yC r 0 2 I Reviewed by: Date:�� q:building:forms:review Town of Barnstable Regulatory Services Thom F.CpeiWro tiiMW $uu g Dlebion office: $08-362-4038 Fax: 506.740-6230 NOTICE T4 THE BUILDING D"ION OF WnIRDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR M PROJECT congwwtionsupervisor ucease Q � bavby certify tlxat I am no lmuger the Consuuctiou Supervistn listed an the application 8br the project under ccnsftwUou as authorized by building pe=it Ceo4 k.v/l�e I also cert41W an 200_ ,,.,I notified the property owner,that the project under com raction mutt ccase until a successor licen0d Cowaction Superwisor, is sttb tatted on the mortis of the Building Divis M LICENSE H OLVt x DATE TOTHL F.01 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 ParcePO Permit# 7 Health Division Date Issued (d (0 2000 Conservation Division GD Plr 710 Fee Tax Collector SEPTTI� ��SYSTI IUST'BE Treasurer INSTALL.0 f e ;``Ji,,, �D'L1 ANLE Planning Dept. � ENVI!y�C AND } Date Definitive Plan Approved by Planning Board t , Historic`OKH Preservation/Hyannis .� es efCk- Project Street Address Village r�p Owner C ail G2�ld�l�� Address 4,�� T-X :75-7-IZ-57- - Telephone �� O (J�l4 1 Permit Request �00 L i u GA L VZO W,07 Z) Square feet: 1 st floor: existing oZ proposed d floor: existing D proposed Total new q 9� P P 2n g��� P P Estimated Project Cost Zoning District lZ�-,-/Flood Plain Groundwater Overlay Construction Type 14d®��� Lot Size �? aG 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 El Other Basement Finished Area(sq.ft.) Irgb Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new — Number of Bedrooms: existing new J Total Room Count(not including baths): existing 62 new 7 First Floor Room Count Heat Type and Fuel: ❑Gas XOil ❑ Electric ❑Other Central Air: YYes ❑No Fireplaces: Existing _� New l -Existing wood/coal stove: ❑Yes XNo 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 ❑ Appeal# Recorded❑ Commercial ❑Yes ko If yes, site plan review# r Current Use (�; Proposed Use ��✓� J BUILDER INFORMATION Name Telephone Number � � � Address c �" License# L eq44's- M14 �9 2,4;95:5 Home Improvement Contractor# 914 : Worker's Compensation# W41�5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE L -FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' y' MAP/PARCEL NO: t• r ADDRESSp �„ F VILLAGE •J �' L ' OWNERa � � .-� - fi' r •' • , 1 v iJ •' ! ` .- ,•_ •II. f ) l DATE OF INSPECTION: FOUNDATION FRAME , INSULATION ` •f4 A i FIREPLACE ELECTRICAL: ROUGI� f FINAL•'(10 PLUMBING: ROUGH" � FINAL r GAS: ROUGH FINAL`, f FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. lo %` r=%" �,✓ • r r • r , •ice, • �• �, - f , f i f Garnick & Scudder, P.C. ATTORNEYS AT LAW 32 MAIN STREET POST OFFICE BOX 398 HYANNIS,MASSACHUSETTS 02601 GERALD S.GARNICK (508)771-2320 LOIS M.FARMER JOYCE W.SCUDDER FAX: (508)771-3304 PAUL J.ATTEA March 21, 2001 Elbert C. Ulshoeffer, Jr. Building Commissioner Town Office Building 367 Main Street Hyannis, MA 02601 Re: 44 Nyes Neck, Centerville Dear Mr: Ulschoeffer: These attorneys represent Daniel M. Martinez and Claire B. Martinez concerning proposed conkructi6n to be performed on 44 Nyes Neck Road, Centerville, Massachusetts. A building permit was issued with regard to this construction on October 10, 2000 and is scheduled to expire on April 10, 2001. The owners request an extension of the building permit. They felt that they needed additional time to ensure that the structure of the first floor is strong enough to withstand addition of a second floor and have consulted structural engineers with regard to that question. In addition, they are seeking more detailed plans and specifications before finalizing the plans for construction. Please notify us as to your decision in this regard at your earliest opportunity. Thank you very much for your attention to this matter. Very truly yours, Gerald=S.-Garnick Lois M. Farmer '. LMF: slg cc: Claire Martinez i-3 AIR N'STin,13 j, L N E F, Lj PP J'N V 9AM lj NJ"' j- ARc4,r-,1 Department of Health, Safety f and Environmental Services J-1 ril. ;21: 0 'j BM MAW / VTeYr` - 1639. BUILDING DIVISION EXPIPATION BY 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 CALLNSPEC7 MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR CONSTRUCTION W FOR ALL CONSTRUCTION WORK: 1 T S OT S 1.FOUNDATIONS OR FOOTINGS APPROVED PLANS MUST BE RETAINED ON JOB AND 2 PRIOR To COVERING STRUCTURAL LATH). PLANS E APPROVED ED N BE RETAINED NED N AND HERE APPLICABLE, SEPARATE P S OV P S MUST T 1 0 JOB E REA R RED FOR ARID KEPT POSTED N FINAL INSPECTION N W THIS C PT POST UNTIL TIL T C L I SP 0 TIO �AND MECH_ HAS BEEN AIDE HERE A CERTIFICATE A E F CCU_ PERMITS T ELECTRICAL, L BE E E RICA�P P CY S QUI SUCH BUILDING I SHALL 0 0 IC L INSTALLATIONS. LI BEFORE AN REQUIRED, B D NG HA N 2.(PRIOR TO COVERING STRUCTURAL MEMBERS' THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE R To T HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PERMITS ARE REQUIRED 3INSULATION. I L SP C OCCUPIED UNTIL FINAL I SP CT 0 1 H SB LL M 4.FINAL INSPECTION BEFO 3. . PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- RE OCCUPANCY OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. BUILDING INSPECTION APPROVALS • PLUMBING I INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 LS HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 7N 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL F2 3 ENGINEERING DEPARTMENT ID OF EHEALTH WORK SHALL NOT PROCEED UNTIL AND ID F N] INSPECTIONS CAN T VOID I CO SP�C: PERMIT WILL BECOME NULL AND VOID IF CON. INSPECTIONS INDICATED ON THIS i WI 1; C THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY PERMIT L VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRYrrEN NOTIFICA- TION. NOTED ABOVE. TION. E -------------------- C;) ;i T+ Fri f-- of broken pavement ' v i r TIT ,89 E L 46 2' 64 r;, ray \ -' r� / •,. r.l I•r• CU 1 ao x / o .z CD v � x s m co 03O O X �0 W n X1S GP �-r Lx 16 . ter• J o w GARAG ( � i . ,47 e to c:, din fl v i \ top ru Ri /x ,U ' cn %0 cD :N��C A o m_r �c r+ 41l .�] cb> 0- N �' I to •� v� „j Z0 OR x f I O0 . z� Co !� low z 0 C„ --� ------ --- - - - - f Town of Barnstable aFt"E, Regulatory Services Thomas F.Geiler,Director EARNSUBLEMASS ,a Building Division 2003 A"U'G 20 AN 9: 16 iOrFD Mpg e1 Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 CE4'ISfOf� Office: 508-862-4038 Fax: 508-790-6230 COMPLAINUINQUIRY REPORT Date: Rec'd by: m4� Complaint Name: -Oan l•el C4,'fr /ila ,-6 n e .2 Map/Parcel .2 33 1 q Location Address: h1�il /1/y� s /U�c l� /i Originator Name: 4,7r4--vp ,l 61 is 41{f„z Street: <r4/ rl/r <.r Village: C State: /?a : Zip: Telephone: Complaint Description: 0 r- S Z fr(a c k o n ,Pa Pc,( ex . L7 FOR OFFICE USE ONLY Inspector's Action/Comments Date: �� 2 D Q Inspector• - �et� k ea u e —n( Y C iv 74 cove S 1Y �_ r-r�—�YGY,� e n-n , IrC Additional Info.Attached.. r- - lvl- MASTER BDRM 20'-1"x 12'-5" 0 " O 0 BEDROOM I S BATH j MASTER BATH n BEDROOM �/ 11'-11"x 10'-4" �J FP O LAUNDRY/MUD FAMILY ROOM i SHOWER DN UP PATIO "NJ I " DINING KITCHEN l i Ic 48'-0" 6'•0' 4 b CONSTRUCTION CONSULTING 16 ANCHOR DR,ORLEANS.MA 02653 PORCH 506-140•T745 FAX.1.255-.2 SCALE�,/9� FOR CLAIRE BJORNHOLM RE-JY?11100 MARTINEZ,RN AND DANIEL M. MARTINEZ,MD SHi OF PROPOSED PLAN OF 44 WES NECK ROAD FIRST FLOOR LIVING AREA 2163 sq ft i a 24'-0" � a , 60 ATTIC/STORAGE CN CHIMNEY' DN Eo M DN o ' ATTIC/STORAGE . io 2'-10 T4" 2'-10" 5'-6" CONSTRUCTION CONSULTING 16 ANCHOR DR,ORLEANS,MA 02653 508-240-7745 FAX 508-255-9042 SCALE FOR CLAIRE BJORNHOLM DATE q 12q MARTINEZ,RN AND DANIEL M. REV MARTINEZ, MD SHT OF PROPOSED PLAN OF 44 NYES NECK ROAD SECOND FLOOR 48'-0" 24'-0" 24-0". III I II , co ' — — — j I ! I 4 RECREATION " GARAGE BASEMENT/UTILITY IL zo III � II N 24'-0" 234" a - uLL HT BASEMENT E u PP u P CONSTRUCTION CONSULTING v 16 ANCHOR DR.ORLEANS,MA 02653 in 508-240-7745 FAX 508.255-W42 SCALE FOR CLAIRE BJORNHOLM R E�rj/2jj too MARTINEZ,RN AND DANIEL M. O MARTINEZ, MD ADDED SHT=OF- PROPOSED PLAN OF 44 NYESNECKROAD FOUNDATION WALL 13AStMtN 1 PLAN CRAWL SPACE N4pX P�Yw� . Coga TFs /5#f�zT 3o y,¢. �Phi �irV�t•�.t /2xSOr�o w►srs C�� zxs 7YI14 jw /60 c. C� ZX4 Pcs 4 • cTo�ST3 , �03 ` �o sr3 . ' • i ZXloPI' - . t '3obv rsi co,,�c �0x77 3o;c%"ems w�cs _ . Ci2oSS Di9r� 9 29-ate Fran r. S �o� g V. d GG-4-1A9 49. ,NvO o.4 Ki E L (wj .MA�-�T7�jAE Z ; EX/STi,✓Gj S T���Tu�2E f�0vi Ti on/_�/ �� �. tiJ NO Sr�2!/GTNiQ�i[ f/�/�Vb�j FRo�(/r AND -N 0 CF�'�Bpr N/GN6�,2 oaF/j s���vc s'rn F` 4+7 e — i I - — 44, i �11 UILE- IL L FlooAr fLEVAr/oN(SSE to/4 hF T El.�✓• Fo4 T YP, qaZ S, COAlST�u cT/oNCoI�ISLC GT//�Ly /�s4�c�o',e_D�2�.Af1,Elv�il3,Ml�. oz(oS3 � 24o- 745 SAX �8 2s3=9a42 V p aNv.PqW A,-M,Ffkje�III-rz, ,Nb oPoSE 0 AA017-/oA/5 To — of 44NW 5 NECK RO,66MERV1"9E , wIVIAZP Y4AIr I g /e o�ryQ)� 4F fx4 1w1N,oaw7niM /X82rK� PT wa -ffoYV i2 ors w#/ram w aa,Nos Grw_ BRBGaL.S.!✓�TH , i �; �7YP S/D/NG/-� —------- su - STRcccTlA�£ � iI i � ( BGldESToI✓€ � � I I D6�K s u oP TS II II — L¢kwL SPitc6 —I. In o 0.2L-4,4"S)AfA �oS3 P* iW saa-zrs- o z - Sr�o-cam q=��.:�R �9r2E �2,✓h��.v( .�-n/o f)4y�/fL Nl.M,ixrlMEZ eEV 0 y�.QPosE�.fooir K/S � air—�_ �4NYEs rX * r� TT }r�- �iARA-�.E Pc ooe /GAT/sae. D/L,oRL-�.s� ;v1.4 o2�z�3 _EFT All sde-;�774s�sae-zs3-9ofz _... `. ,TYP/GABToeNffo4N i4ND R6v D AA,017-14 S To 5ffr OF M CMR Appendix J Table J5.2-lb(continued) Prescriptive Packages for One and Two-Family Raid ential Buildings Heated witb Fossil Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wail Floor Basement Slab Hating/Cooling Aria'(%) U-value= lt-value' R value' R-values Wall Petimelet Etluipmeat Efficiency' Package I I R-value° R-value' 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 1 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Now S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 19% 0 32 38 13 25 N/A N/A Normal Y I8% 0.42 38 19 25 WA N/A Normal Z 19% 0.42 38 13 19 l0 6 90 AFUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: �Y3 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-`see chart above): YIY NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a t 780 CMR Appendix J Footnotes to Table J5.2.1b: 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 opaquedoors)to the gross wall area, expressed as a'percentage. Up to 1%of the total glazing area may be excluded fro the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 30 ft of glazing area. 'After January 1, 199� glazing U-values must be tested and documented by the anufacturer in accordance with the National Fenestratio Rating Council (NFRC) test procedure, or taken fro Table J1.5.3a. U-values are for whole units:center-of-gl U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construc ' n. If the insulation achieves the full insulation thickness over ttie exterior walls without compression, R 30 ' ulation may be substituted for R-38 insulation and R-38 insulation ay be substituted for R-49 insulation. Ce' ing R-values represent the sum of cavity insulation plus insulating sheing (if used). For ventilated ceilings, ' lating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the s of the wall cavity insulation plus ' ulating sheathing (if used). Do not include exterior siding, structural sheathin and interior drywall. For exampl an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-1 cavity insulation plus R-6 ins sting sheathing. Wall requirements apply to wood-frame or mass(concrete,maso ,log)wall constructions,butdo not apply to metal-frame construction. 'The floor requirements apply.to flooksover unconditioned spaces such as unconditioned crawlspaces,basements, or garages),Floors over outside air m t meet the ceiling require nts. 'Tl:e entire opaque portion of any indi idual basement wall wi an average depth less than 50%below grade must me-c the same R-value requirement above-grade walls. indows and sliding glass doors of conditioned basements must be included with the o er glazing. 13asem nt doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheate slabs.Add an ditional R-2 for heated slabs. ' If the building utilizes electric resistance eating use co pliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or mo than one p' a of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency quired b the selected package. 'For Heating Degree Day requirements of the lowest c' or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are'maximum ac ep le levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and not include structural components. b)Opaque doors in the building envelope must ve a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accord a with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and ag gate U-value rating for that door is not available, include the glass area of the door with your windows and use a opaque door U-value to determine compliance of the door. One door may be excluded from this requ' ment(i.e. may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall slab-edge,o crawl space wall component includes two or more areas with different insulation levels,the compon t complies if esrea-weighted average R value is greater than or equal to the R-value requirement for that cor},ponent. Glazing o door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the -value requirement(0.35 for doors). f� J 43 u MOOT frTi� ASSESSORS FLYING MAP 233 PARCEL 9 DESIGN DATA HI ZONES G.P. - SINGLE FAMILY- 3 BEDROOMS CUS - RESIDENCE RD-1 NO GARBAGE GRINDER MINIMUMS 7.1 DAILY FLOW = 110 X 3 ­ 330 G.P.D. WEQUAQUET BEARS AREA = 43560 S.F. SEPTIC TANK 330 X 200% =660 G.P.D. LAKE POND FRONTAGE - 20' USE 1500 GAL. SEPTIC TANK WIDTH = 125' FRONT SETBACK = 30' ' L�AICHII�Ta RM DEMN S SIDE SETBACKS = 10' REAR SETBACK 10' ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED NECK USE 3 - 4" DISTRIBUTION LINES IN AN BUILDING HEIGHT a 30 �_� .- LOCUS =-MAP 20'X 25' WASHED STONE FIELD CALF 1 25 000 - 36.7 AS ;SHOWN S _ 330 G.P.D./.74 = 446 S.F. OF BOTTOM AREA REQUIRED USE 20'X 25'= 450 S.F. AREA PROVIDED CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS 31AMAN= �QU�D 35.7 TITLE V SECTION 15.211 (1) - TO ALLOW A SOIL ABSORPTION SYSTEM TO BE 6 FEET FROM A PROPERTY LINE IN LIEU OF 10 FEET. BARNSTABLE B.O.H. REGULATIONS 100 FOOT REGULATION - TO ALLOW SOIL ABSORPTION TO BE 80' FROM I A WETLAND IN LIEU OF 100'. TO ALLOW A SEPTIC TANK TO BE 60' FROM A - WETLAND IN UEU OF 100. WELL REGULATION, SECTION 2-- TO ALLOW SOIL ABSORPTION TO BE 100' 36.8 38 6 FROM A PRIVATE WELL IN LIEU OF 150'. NOTE: THESE VARIANCES GRANTED BY THE TOWN OF BARNSTABLE BOARD OF HEALTH ON NOVEMBER 23, 1999 DATUM, FOP FHIS PLAN iu N.G.V.D. PROPOSED BVW1 WELL BEivulI�.�ARI�: x . �,�. TO r E' OF I^`,';� ^ 16' a BVW2 V z6 ed a -! 37.1 #2 27 $ .2 \ W d BVW3 '82•49'04• -®W 38{ n , 1 219.51 J 37.9 mm Rom ICU 7 LIMIT OF WORK a 3 f (fir , `'`\ EROSION CONTROL'�ESy dr BVW9 -�538) we �\ BW.5 Q g BVWB �,5 40 z7.9 \ �� BVW7 O 8 147 .- '� o a5.ra j 42.51� 40.4 is 37.1 BVW10 Co y NLn 1384 o CZ I 43.6 '1 Q � co ` 40.2 �.�.n r O n� Aa TO BE PUMPED q-0. AND flLLED BVW11 well 20' deep%ag f F 4 gg .� TM F 8.t3'% r�n�otable IST1N •, HOUs :� 42 p .s 8 I L ! 7 v a �,x 44.O existing cesspool 0. y 4 - T � BVW12 m o x 46.8� ! ., 71 V) w 125.9 LA 00 N o x 48.` \ raj LA 4) 1 ?J P \ o - x 42.3 , 3 41. Oi A 1 x 4 7: \ �- `� 'h` I 6VIN13 2,s ` \ . ® 40.4 � t BVW14 1 �e , 5 44.6 3..:7 `x 6.4 \ �:. ex/sting esspoolJ� \ EXISTINGXHSE is x 47 / 1 #2/2$ As - 9s 48.E f 42.94 2,7 , we}l 20 deep _ _ TEST HOLES BAXTER & NYE INC. 9/22/99 #P-9538 TESTED BY : S. WILSON WITNESS: D. MORANDI I COVERS LOCATED TO WITHIN PIT- #1 ELEV. = 38.0' 12" OF F.G. ELEv.=48.1 0 r -2" F.G.= 46.0 . 'A' SANDY LOAM 10 YR 2/1 F.G. =46.0 -6 INV. �45.0 F.G.- 44-46 'B' SANDY LOAM 10 YR 5/3 _ V INV. = 1500 GAL. 4" oIAM TER 2' LEVEL A ' '557 �'� 'C2'MEDIUM SAND 10 YR 7 2 44.8 INV. = 44.5 DIST. SCHe / SEPTIC TANK INV. =44.3 f', BOX OULE 40 P.V C. P/PE A INV. -44.1 INV. = 43.0 .f ...;...•;•,.: ;.r:•,.• ; j MIN. s1'�6" CRUSHED / :• . . ; STONE BASE •.: ':.. .....:,..... .. EL. 42.0 BOTTOM ELEV. ,. -PERC TEST : tt 25' 1 A = - - M nn^I IKIM- u►ATCD cI ry -_- zii n ~ -40" C2 STONEY GRAVEL 2.5 YR 6/2 Tw.1LJVVJ v ..� . NGVD AS PER CONTROL OUTLET OF a` - WEQUAQUET LAKE (® EL 33.5 M.S.L.). REFER TO CHAPTER 91 LICENSE # 4294 #44 Nye's Neck Road EL. 34.0 GRANTED BY MASS DPW; 5/28/60 �-. -------------- ••:••` - - PROFILE .:: in Centerville OBSERVED GROUND WATER -62" ELEV. = 32.8 NO SCALE -64" ELEV. = 32.7 Barnstable, Massachusetts 'I PREPARED FOR Claire B. & Daniel M. Martinez rmE Septic System Upgrade 4" PERFORATED PVC BAXTER, NYE & HOLMGREN INC. SCH. 40 (TYP) 9" MIN. - 36" MAX. COVER Registered Professional T� Engineers and Land Surveyors 812 Main Street, OstervMe,Ma. 02655 Phone - (508)428-9131 Fax-(508)428-3750 f-3/4"-1 1/2" WASHED STONE 2" PEASTONE 2.5' S' I: 5' I 5' j 2.5' - 20 0 20 40 20' - SCALE IN FEET - - _ _ �ZHacr.fi��r� = a Psr��u> r'� SCALE: 1"= 2 I' - T= DATE: 1-0/29/99 LYIN REV. DATE: REMARKS NO SCALE 7 7 00 SEPTIC SYSTEM e F�S�O^d.�ldC�` - - • - _ ` -DRAWING I�11A1�R PLAN REFERENCE: BOOK 1 PAGE 50 DEED REFERENCE: BOOK 9494 PAGE 108 HA 1999\99082\CIVIL\99082PU.DWG Job # 9-9082