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FVires 6 months from issue date Regulatory ServicesBARN la.rdV.Scali,Director a 39- A�0 OCT 0 3 2018 Building Division Paul Roma,Building Commissioner p b AH W 00 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERART APPLICATION - RESIDENTIAL ONLY /_ /� Not Valid without Red X-Press Imprint Map/parcel Number (P7 16 f I Vo Property Address bo 41 Lam IX _,to DQ6 3 - !1 , _ Residential Value of Work$ a Minimum fee of$35.00 for work under$6000.00 - Owner's Name&Address �►'1(', r 2s r ''1 0- W Lapp C�Contractor's Name H Tom' (�r I K A Telephone Number- - Home Improvement Contractor License#(if applicable) Email: SCE p bLo D 1 ZbY1' ►'1 Construction Supervisor's License#(if applicable) (25 t4S M gWorkman's Compensation Insurance: Check one: ❑ I am a sole proprietor -❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Gya h► Is -1Jr u Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑�Ref f(hurricane nailed)(stripping old shingles) All construction debris will be taken to t kls2rl -� (hurricane nailed)(not stripping. Going oYer © existing layers of roof). / -side Replacement Windows/doors/sliders.U-Value r aximum.32)#of windows 1 ; #of doors: _ *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,'etc. ***Note: Property Owner must sign Property Owner Letter of Permission: A copy of a me Improvement Contractors License&Construction Supervisors License is. uired SIGNATURE: QAWPFILESTORMSIbuilding permit forms\02RESS.doc 01/25/17 Town of BarnstableBuilding • euxaA 14AWea g r st is nlearrtdrf�niSeoa,tTenh°oapft'Ottc icsou'\/iasinbcl ey.B;�Fsr oRie�n u;thairee Stl trseuecth MBAu pipltl romy edstiP`allal nN`so"Mt4buest.O tieecuR erteadm"uendt iohn JFoinba at&nInds"t heicst C�oanr�dh;aMs ubsete;bne mKaed pt e 1eliltPThos o r C Permit NO. B-18-3276 Applicant Name: SCOTT PEACOCK BUILDING & REMODELING INC Approvals Date Issued: 10/03/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 04/03/2019 Foundation: Location: 87 LIAM LANE,CENTERVILLE Map/Lot: 167 016 007 Zoning District: RD-1 Sheathing: Owner on Record: FOWLER CHARLES W $ n Contractor-Name JAMES S PEACOCK Framing: 1 ' Address: 87 LIAM LANE n Contractor license: CS 094500 2 CENTERVILLE, MA 02632 Ester Jo ect Cost: $65,000.00 Chimney: t$ �4 1vF Description: RE-ROOF AND RESIDE AND REPLACE WINDOWS , Permit Fee: s $331.50 cam£ Insulation: Project Review Req: ' Femme Pald $331.50 Date :` 10/3/2018 Final: Rr �� Plumbing/Gas r Rough Plumbing: ft Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six m onths�aft r"issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which.th is permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmgxby laws,and codes. Final Gas: This permit shall be displayed in a location clearly visible from access streetTor road 4nd l' Ashall be maintained open for publi sn pection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures�by thdiBuil�ding andf" Officials are provided on this p rmit. Service: Minimum of Five Call Inspections Required for All Construction Work r 1.Foundation or Footing a � � �. :. Rough: 2.Sheathing Inspection "" ` 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT c l 37ze Commonwealth afMassachuseffs Dkparbueza of lidasftial Accidents _ r Office E)fImat gations 600 Wiizyhi Igfo &Y-eet Boston,MA 02 wfov 7nasmgov/dia Workers' CompensafionI snranceA. fidavit Builders/Contractors/Electricians/Plumbers AppErant Informatian Please Print I&gibly Na=ah s ix�orgmizafiowhdividnalj_,SCl�I-`�' .R rat e.v t i�. v i'1 d;On `- Re VW. Address: Pi 0, box l 71 i V L4 L� M G i Y,l 5 S UI Cityr'StatelZip C>S j-e r V) Phone - V?,- Lf Are you an employer:'Check theapp:ropriatebox; T . o#_ o ect x 4_ I am a � P 1 . (+egnired}_ �_�I am a employer with ❑ general comfractor and I employees{hilt and(orpaz#-iime)_ * have aired the sab-contractors. b N ciiorc 2_❑ 1 am a sole proprietor orpartner listed on the attached sheet ?_ Remodeling s�Pand hale no employees T1ese sub-contractors have 8_ Demolitiozl work--g for—M any capac*ty_ employees and have workers' 4_ Building addition [No workers' comp-insurance Comp-insurance_ J. We are a corparationand its 10.0 Electrical repairs of additions 3_❑ I am a homeowner'doing all wort officers hate exert tsed�etr I L.[]Plumbing repairs or additions myst?I€[No war'k='comp_ right.of emmptioaper MGL 1 E,/of inc,tran av cerequiSed_� f c.152,§1(4),andwehe.no� � J� employees-[No workers' 13:W_Od. Comp_insurance rt quirt-d-I �'J �r�v�• *Any apptiCmt that checks box*1 most slso EUout the sec6onbelowshowing fheusva&ee compen< doupolirTinfumadan- }Eumeownem who subma Auks aria m inmxctLrg thEY UE doing all turd[-4IhM hut`amside contracture IImst staff a new afdsrit indcsti s: 'Contractors thst check this boot must sitached sa additional sheet shoring tha usme of&e smb-eoa ftactom and stela urhethw oenat those endiks have Employees If the sub-conwictars bn a emnlbyees,mey amst provide their warps'comp.policy number- Lam am art employer iTratisprmdding rlrorkers'compRrrsrrlion iruuraace for nt�employees Betots is the poHiy and,job site infor malt our Insurance CompauyNas:re: Crc l f7 i ft� 5 f-c•��'e� -1..-.vt<5 Policy#or Self-ins-Liti Lk, Expiation Date Job Sit,Adds )I c--r AAA, Ldne, CiVIStaWZip 1/1 Vi'�e, /"l G 3 Attach.a ropy of the workers'compensation policy dedaration page(shoxving the policy number and expiration date). Failure to secure coverage as required under Section 25A o€MGL c. M ran lead to the imposition ofclimiml penalties of a fine up to$1,500-00 and/or one year imprisactment as well as civil penalties in fhe fours of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator_ Be advised that a copy of this statement maybe forwarded to-the Office of Investigations of the DIA for insurance coverage veri cation- Ido hereby r it rtnder Id pen aWas be pommy thatthe inrfonriation pravi&d abrnte fs tine and"col ct Signature: 1 Date v Phone#: c( (P U^ - --- —0 zsr_al aisg-onf}'.-Do rtot"s�rife in flris arerr,��s c� rrr torch L--- - P - h' -----_ ---- -- - City or Town:. PermidLicense# Issuing Authority(drde one): 1.Board of Health ?.Building Department 3.City(ro Clerk 4_Electrical Inspector S.Plurrabing Inspector 6.Other Contact Person: Phone#., 6 I Commonwealth of Massachusetts Division of Professional Licensure r Board of Building Regulations and Standards Constrp i-6 -Supervisor CS-094500 EXpires:07/22/2020 JAMES S PEACOCK' 1046 MAIN S7 UNR 7 - g P.O.BOX 171 OSTERVILLE Mk,02655 z Commissioner VVVlIIVNN�� /re t,�omvna�uoea/l/e a�C�i��aa:tati•/zueeCta Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporabon Registration:, : Expiration 151853 f 07/06/2020 SCOTT PEACOCK BUILDING&,REMODELING ING JAMES S.PEACOCK_, 1046 MAIN STREET SUITE.7:,;:' OSTERVILLE,MA 02655'''s Undersecretary AORO® DATE(MM/DD/YYYY) CF� C> CERTIFICATE OF LIABILITY INSURANCE 07/19/2018 THIS CERTIFICATE 1S 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER CONTACT NAME: Germani Insurance Agency PHONE (508)428-9194 nIX No: (508)428-3068 908 Main Street E-MDRAIL ADEss: certs@germaniinsurance.com INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A: SAFETY INS CO INSURED INSURER B: Granite State-AIU Holdings Scott Peacock Building&Remodeling,Inc. INSURERC: P.O.BOX 171 INSURER D: INSURER E: Osterville MA 02655 INSURERF: 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 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. ILTR NSR ADDLTYPE OF INSURANCE 1=MD SUER POLICY NUMBER MM/DD� MOL POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X PREMISES OCCUR DAMAGE (Ea occu RENTED rrence) $ MED EXP(Any oneperson) $ A BMA0022118 07/05/2018 07/05/2019 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: _ GENERAL AGGREGATE $ 2,000,000 POLICY El PRO JECT LOC PRODUCTS-COMP/OP AGG $ y OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ST Y/N ATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICERIMEMBEREXCLUDED? N/A WC005-81-5464 06/22/2018 06/22/2019 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT I$ 500,000 DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Scott Peacock Building&Remodeling,Inc. ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 171 AUTHORIZED REPRESENTATIVE Osterville MA 02655 Fax:508-428-7625 Email:scott_peacock@verizon.net ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Town of Barnstable Regulatory Services KAMs Richard V.Scab,Director - �� Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-190-6230 Property Owner Must Complete and Sign This Section If Using A Builder I G11-a}li 5V, d IG(^ ,as Owner of the subject property hereby authorize �� e Ot �C3 ' to act on mp behalf in all matters relative to Work authorized by this building pertnit application for: (Address of Job)1 **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections 5 ormed and accepted. Sign!�,xq/of'brwner Signature of Applicant X� J S0- pea.Loct PmUt Name Print Name 1/0 Date v QTORMS:OWNE"ERMISSIONPOOI S .� � _ , ., ,� s �. #.,' � $F d i$ w ..:rM .r. �m •s •fit. 10 iLa a =t�z _ w ,,, „c Y. rDom*W i r i `. 4 ,�'' „ - ?e ,adaiza xi�ssa s 'Sx�Ts , •- x A ,` s' � . ma's e-_ =s wnj ,. '' Most .,. '. .,. �.�:, ,. ... .. < .. ...W.: IF ,.WE € _ � :<: �., d to "I -.is q';: �.. ..,.... �> _2 � Pjk" v^� *}:.; 3 :'! -:.�., � I ma jig PIZ'. nOWN , r, 4, s awl soy z ,:✓i.«, g...� 'ti Kam:.. ;e, ,a � ... ., •2" S':. - ,.;:.:a,. a !;,,. �. x... ,x. ..:. .. .. ..:..x... .�.. ;� ..✓.._ .... ry �� ,.. �fi"„ i MESA d. 1 S Y5F''iiC 3"S. ':.`� �'4ffi � 3,.. �-, ,,# � ,S. r /y Town of Barnstable Building 3A7eM st O P,Pxt e:<Tgd hiUsnsCtailr dF nSao,.�l TcI nhsapt=e�tc tisi:o,�Vn'`i sHibaMnls.e—B.:Fereonm Mt'h�a ed&eS tre;e, t Azp proved^`;P�la3 nsFMa ust t�e;Reta�ned on,Job and this C_ard Must be,Kept�" Permit eon° Wherea CertifiateofaOccupancy'�s Required,such Build�ngshall Not beOcCu�ed until aFinalnspectionhas�been made Permit NO., B-17-3702 Applicant Name: JAMES S PEACOCK Approvals Date Issued: 11/03/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/03/2018 Foundation: Location: 87 LIAM LANE,CENTERVILLE Map/Lot 167-016 007 Zoning District: RD-1 Sheathing: Owner on Record: FOWLER,CHARLES W s Contractor Name JAMES S PEACOCK Framing: 1 Address: 87 LIAM LANE i Contractor License CS 094500 2 CENTERVILLE, MA 02632Project Cost: $65,000.00 Chimney: Description: 2 Dormers, Roof and Sidewall and Ext.Trim and Replace 9 1?ermrt Fee: ; $381.50 ;, Insulation: Windows. eePaid $381.50 Project Review Req: i ,E Date 11/3/2017 Final: Y Plumbing/Gas Rough Plumbing: a � ;�BuildingOfficial Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and-changes of use of any building and structures shall be'in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street of road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion.of the same. Electrical The Certificate of occupancy will not Abe issued until all applicable signatures by the Building nd a Mire Officials are$prowded on thiermit. Minimum of Five Call Inspections Required for All Construction Work:4 '� v Service: 1.Foundation or Footing $ Rough: 2.Sheathing Inspection ,. . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.'Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to.be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map CD Parcel 1 W Application ~ I Health Division Date Issued !/ 3 /7 Conservation Division T: Application Fee ' �111�D1t�Ca DAP nn Planning Dept. Permit Fee V Date Definitive Plan Approved by Planning Board al 0 ra 1 Historic - OKH _ Preservation/ Hyannis BLS .I TO\IYN Project Street Address �-1 C(.b V1 Village Owner C 1Q1r1f,_C, Address s -7 L[ G vm LCLt t__.., Telephone 50,2 - o - - a 1 Levi 4-cr. yi l l-e Kt 4 W6 3 i Permit Request Square feet: 1 st floor: existing proposed d 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � �ow Construction Type WVOJ I`., Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure S Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: mull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) N)q Basement Unfinished Area (sq.ft) � II Number of Baths: Full: existing new 0 Half: existing l new Number of Bedrooms: :S existing D 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 ❑ r' Commercial ❑Yes If yessite plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 5� J C'f t ( - Telephone Number L &Do Address P� �. 1 - License # CS- d9 LI S-7D6 ®StC-f V �. Le, l 0 4 5�� Home Improvement Contractor# Email S C0 e_0L W. 0 Ve_✓'I Z40 Worker's Compensation # LQ 0 Cg— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i s c>-� vct.v r"C)04A, SIGNATURE DATE `J t 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 i FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Massachusetts.Department of Public Safety r Board of Building Regulations and Standards License: CS-094500 Construction Supervisor .LAMES S PEACOCK th �' PO BOX 171 "•'' OSTERVILLE MA 02656 'Ml"�`'� `��-- Expiration: Commissioner 07/22/2018 ,� ri7/rr�r:ur�urrirnnn�/�n/r'l�p,LJac�rrjab Office of Consumer Affairs Sc Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: MM Registration 151853 Type: Office of Consumer Affairs and Business Regulation Expiration:-; 7/7/201:8 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 SCOTf PEACOCK BUILDING&REMODELING INC JAMES PEACOCK 1046 MAIN STREET SUITE.T" _. OSTERVILLE,MA 02655 - Undersecretary Not valid without signature 600 Waste exf . as€� M41 02 yawn-, d e Farms€ t0 � -�c' _c L j Tr i-Xi area 03�pToyaWffi 3 ❑I on a bm--d caafractoz-Zmdi i yrpe of project(req eq_ emp;oyeeg(fall audibr Part-time).* lv-ve feed to sub-coa 6- Q--New consfructiag �•❑ I aaz a Sole or cathe € cd hb Q R¢,Y,n anct - a Hng llojees aesesab-co.�act=ha� o ` rat s in a Io a�dha�g o ers' �_ Ej-Demciaoa - emF IM--.v o-,Tms'catna_ a comp.=r,��i red,•,. j �- El We am a ta*ponian.3ggs E etscal repairs ar aaaho�s 3-Elaffl2 [LL1�J&TgEYII��a Q�fCct3i3vtRmia� � y J" jv fS�SS2�E�R�O ' perMG . L'— zh` xep 3ZS aY81��1dwa ' L LY]BIfF_ �1.��P7tr��n_n �❑ 44srmmcerz�4e&j g c_1j,2-61M ama wehwero. � -ItoOffepairs employe--[- o w,1&- i3-❑Mother coz tp-ice nqaire&j �OS r1 ffiS't EL�Q T�07tlie5YiEOL O.a1-9«_cnr.e-{nv�[Li8i11ZGEC'C�D��rfirs:r " �.—i''3TJ!'i2SFi�*SD Si[I�fFL F�.S Fs-�.'-i�•7*�+�ix.r' 2��'�7�C1ffiQD� -'Ca�^�rc��2u�sb _�eg��rlErc�s�e�n�a�si�rm�acm.:•�n,�+svhriit��agd�� t sQmtim7sI S�DSC7Efi+=namovffu-sdn-raDtMCftH -a.3,�� rani am eitfi7� al",ZS 3• a c g 1 �p� -�' P ,�i�c�r��rs'GGafY��iSf�£G:Y aaxs?aza�.r�s nP � yes �3e na4�i3fepir��,if jnbi spa?r-'TO1TlY[T1FQg� L-sumnce CaumDRE �.�e---� j�.,.%`� i��✓�3 lob T 1 Ll a'�'Y� LcL l�l e cityjstzwzip_ Ce 4er yi/lei ©a!� rie`:ach -copy of the v.-ae- n`sOmmPmsaeanpcd�-,c3.srm,-afraz p-z.-e(--hmy*g the poach $er and e j i argon&b2f . Fa�nce io s ea�-a�as rEq.�re�nnd�S�asf 2��oF:L��l�cau Iea�-�s�.%npositenrt of camiaai pena�es of a STr4Pt=p ��Q eat1.�'Corante earimp€isa �r�asp pezza�g�in famx o£a STOP WORK01MERandaHne of up:��?�{},.EItY a daY a��ai��alaro� Be adrssed��-",a caP�aims��s�•*,�Abe �d�#��atce ai �b"� - FIB 1.r �'.c SSi'iCTCiTi il`cC�.mac ut`_A4nl]5'1 1�1G�FBYs?p t J MML—I. the lIIif 6 - �F ` FIIL13'rFOFn�tF�32 Ol FiQ��04�$S$b�TB QI£� 2Gt �cr a ri in i€&ama-,i�,bp- compEta'v or fOi O'Ticifil a j or Tama: �p a�ense - T (c MT--o �e ,-1, a 'gas= .�7a r-ai j ev#ua• �.a e �o 6 AC O CERTIFICATE OF LIABILITY I DATE(MMIDDIYYYY) `.� INSURANCE RA NC E 07/10/2017 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 have ADDITIONAL INSURED provisions or be endorsed. ff 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 CON ACT NAME: German)Insurance Agency PHONE FAX 908 Main Street EMAIL ExtY (508)428-9194 ac No): (508)428-3068 ADDRESS: certs@9ermaniinsurance.com INSURERS AFFORDING COVERAGE NAIC9 Osterville MA 02655 INSURER A: SAFETY INS CO 39454 INSURED INSURER B: Granite State-AIU Holdings 000000 Scott Peacock Building&Remodeling,Inc. INSURER C: P.O.BOX 171 INSURERD: INSURER E: Osterville MA 02656 INSURERF: 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 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. INSR ADD SUER LTR TYPE OF INSURANCEINAn VTnPOLICY NUMBER MM pI D E MM DDP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence s MED EXP(Any one person) S A BMA0022118 07/05/2017 07/05/2018 PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POUCY a JECT LOC PRODUCTS-COMP/OP AGG S OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE UMrF S ANY AUTO Ea accident OWNED SCHEDULED BODILY INJURY(Per person) S AUTOS ONLY AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY per accident S S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S DED I RETENTIONS S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNEXECLmVE EL EACH ACCIDENT S 500,000 B RIE OFFICEMMEMBEREXCLUDED? NIA WC005-81-5464 06/22/2017 06/22/2018 Ifes,describe under (Mandatory in EL DISEASE-EA EMPLOYE S 500,000 ynd DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S 50D,00D DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Scott Peacock Building&Remodeling Inc ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 171 Osterville,MA 02655 AUTHORIZED REPRESENTATIVE Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD t _ Town of Barnstable: sw�zrsr„r E, . Regulatory Services `erg Richard V.Scali,Director. '°ran► ' Building Division, Tom Perry,Building Commissioner 200 Mam..Street,,Hyannis,:MA 02601, Www40WiLharfistable,ma.us Office: 508'862-4038 Fax: 508 790-6230 Property Owner Must complete And Sign This Section if using A Builder I C-ha rlLt.S W FoOlt' :as Owner of the sub'ect 7 Property' hereby authorize St. o- to act.on iny.behalf in all matters;relative to:, Ork authorized bytb s building perrrut application for. (Address of Jo Pool fences land alarms are the responsib l t -of the applicant. Pools are not to be filled or v d before fence Is. astalled and 4 final mspectiotis ruled and accepted: Sign . er S' ture of Applicant d�s td, Print Narrie Print Name`. 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For valuables,please consider Insured or Registered Mail. o For ar ,ditional fee,aRReturn Receipt may be requested to provide proof of de'v'ry:1'q,obtain Return Receipt service,please complete and attach a Return R@ ipt(PS Form 3811)to the article and add applicable postage to gover the fe ndorse mail'i ce".eturn Receipt Requested".To receive a fee waiver for a icate returnee a USPS®postmark on your Certified Mail receipt is re d. a For"ti�ii dditional,fee, delivery may be restricted to the addressee or addressee'4, titfaorized agent.Advise the clerk or mark the mailpiece with the endorsement"Pbstricted Delivery'. a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. DELIVERYSENDER: COMPLETE THIS SECTION L;UiWtL-t1t: I HIS'ZflE(;I IUN UN ■ Complete items 1,2,and 3.Also complete A. Sig,ature item 4 if Restricted Delivery is desired. X ent • Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by( to ame C. Date o Del e ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? Y 1. Article Addressed to: If YES,enter delivery address below: No Gc.�G7i+ mot.4L 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7003 1680 0004 5458 3701 (Transfer from service lab e, _ PS Form 3811!August nb i t Domestic'Return Receipt t + i t 102595-02-M-1540 UNITED STATES POSTAL SERV qA P Postage&Pew Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN ST. HYANNIS,MA 02601 �u �y twr�ca;c Ill:��,�l�l�fl,�ll��r�ll�It,llls�,ll�l�i�ltlfl��pll�i��ltlil ea °PINE t°l,� Town of Barnstable Regulatory Services BMWSTAB * ASS. E ass.M Thomas F.Geiler,Director i639. 1�� '°rFor�+A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 ,Fax: 508-790-6230 i p March 01,2006 Susan E Gaughan 87 Liam Lane.. Centerville,MA 02632 RE: 87 Liam Lane, Centerville EXIT ORDER Dear Ms. Gaughan: Under the provisions of 780 CN%State Building Code,Section 3400.5.1,you are hereby ordered to immediately discontinue the use of the cellar/basement area for sleeping purposes at 78 Liam Lane, Centerville.Please notify this within 14 days for verification of removal. Your cooperation in this matter is appreciated. Sincerely,- Jack Fitzgerald .J Local Inspector TP/DB I r. . .:. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1926 1875 Route 28-Centerville, MA 02632-3117 508-790-23804iFAX: 508-790-2385 i John M.Farrington,Chief Martin OT MacNeely,Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M.Pulsifer, Fire Prevention Officer October 4, 2005 Mr. Thomas Perry Building Commissioner- Town of Barnstable r 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: Pursuant to MGL Chapter 148 Section 28A, I am making you aware of and request your interpretation of a suspected illegal basement bedroom without proper egress at: 87 Liam Lane Centerville,MA 02632 During a recent fire alarm inspection for a building addition at this address, I observed a suspected bedroom in the basement of the existing portion of the residence. The room had a made bed, and closets full of clothing. The owner had stated that the room was being used as a temporary bedroom until the addition was complete. The room does not have adequate egress to be used as a bedroom and the owner was made aware. Please call the fire prevention office at 508-790-2380 with any questions you may have relative to this situation. Thank you for your prompt attention to this matter. Sincerely ti� 11 C.J •'T- t' Francis M. Pulsifer - Fire Prevention Officer -7 "Commitment to Our Community' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 gt1y�,��Parcel Permit# Health Division Date Issued �'a� Conservation Division Application Fee Tax Collector Permit Fee Treasurer ,' ' ?TIC - TIC SYSTEM POST BE Planning Dept. U. T.ALI LED IN fr'W-1PLIANC IF Date Definitive Plan Approved b Planning Board TITLE 5 Pp Y 9 eTAL OOD;'AP Historic-OKH Preservation/Hyannis T0?1u N rEGULj,"rIO :a Project Street Address g�'1 U oLw, Lrcvx�e Village Owner U.�CJIIN t4�-��Li Address AM t— CA w. U_V-,9 �,�e Ot tt Q Telephone 0 ' 410 — C1 q-No Permit Request 0, ' &4,1, t0 X i L( Q vk t-,y d 00P 6 r,�e PLAN by &kR Su III MO) Square feet: 1st floor: existing iO proposed ( - q6 2nd floor: existing 1.940 proposed `7 6 Total new Zoning District P, — Flood Plain Groundwater Overlay Project Valuation 10,00c) Construction Type C,wL Luc)o A �A Lot Size '06S A e. Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family j�' Two Family ❑ Multi-Family(#units) Age of Existing Structure 20 4g2 Historic House: ❑Yes XNo On Old King's Highway: O Yes )'No Basement Type: Lr ur Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 2 Basement Unfinished Area(sq.ft) LF 9-7r) Number of Baths: Full: existing 2- new Half: existing new Number of Bedrooms: existing -2 new I Total Room Count(not including baths):existing ''1 new First Floor Room Count 7 1\uo A- �,c1S�ic Heat Type and Fuel: XGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:)4existing ❑new size Shed:❑existing ❑new size Other: VmA 1, Iox 1(4 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Syk —4ZO —C(17 Zlo Address g�pr"[ U m v., LCS yQ_.. License# t�o . 9 o LV A6. ik4 A Home Improvement Contractor# ®26 3 Z Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I t cyk FOR OFFICIAL USE ONLY L PERMIT NO. DATE ISSUED ILA g -MAP PARCEL NO.rj ADDRESS ! 7/4�1 _ r. VILLAGE, OWNER - ' DATE OF INSPECTION: # FOUNDATION CoK�7/JOIoy�Q t• FRAME c� Z.J?�my n G• <, ` INSULATION All FIREPLACE ELECTRICAL: ROUGH FINALS = PLUMBING: ROUGH FINAL_' GAS: ROUGH FINAL ` FINA_L BUILDING = 4- r Zy ` ,• { ,� 1 DATE,CLOSED OUT.- ASSOCIATIONTLAN NO. 4 04/27/2004 21:03 5004209726 LINDATRUM PAGE 02 1k - HOUSE CALLS Susan E. Gaughan,M5, NP 87 Liam lane Centerville, MA 02632 508.420-97Z6 508-420-8204 April 27,20U4 Thomas Perry Building Commissioner Barnstable,MA 02601 Dear Mr. Perry: I am asking for an extension of the building permit that was issued for construction of an addition at 87 Liam lane,Centerville. I have had significant difficulty in waving forward on this project due to the exceptionally cold winter and the personal problems as well as health issues of the builder. As you may recall,we spoke in January of this year when I called to find out why the permit 1 believed was applied for in October had not been processed. You advised me that it had been sitting up front since the end of October. I chose to continue to try to work with Steve Holmes as he has done fine work for me in the past. He has proven Impossible to reach in a timely manner and unreliable about his commitments at present. I have told his wife that I feel I can not rely on him to follow through on this project and that I would like the building permit. I have not heard from him. I therefore release Steve Holmes from any further responsibility for this project which has not been initiated. I have made arrangements for Dwight Giddens of 22 Flicker Lane,Marston Mills to take over.His number is 508-428.4797, I would appreciate your consideration in this matter. I Thank you for your cooperation. (� Sincerely, S �1 D JI. s c" Susan E Gaughan,MS,NP jL , Town of Barnstable 4 oFINe rog, R,egul.atory Services ThomasF.Geiler,Director Building DivIS10b. pIFD MP�k Tom Perry,Building Commissioner • 200 Main Street, Hyannis,MA 02601 t Fax: 508-790-6230 Office: 508-862.4038 , Permit no. Data 'S atb-q7— AFFIDAVIT $OlYIE T.MPROVEMENT CONTRACTOR LAW, SUppLXNMNT TO PERMIT APPLICATION "reconstuction, nraono� 2� o�o Tony MGL c.142A requires that heoorconstuctionofaad-renovation, ti onype g �eroccupied -improvement,removal,demolitin dj bg containing at Ieast one but not more tban foul dwelling units or to structures n with other rat to such residence or building be done by registered contractors,with certain exceptions, g requirements. Estimated Cost Type of Work: _ Address of To Owner's Name �Ut S uM VIGt Date of Application: I hereby certify that: gegistration is not regiwred for the fallowing reason(s): (]Work excluded by law ' []lob Under$1,000 ❑Building not owner-occupied Owner pulling owes permit Notice is hereby given that: RS PULLING THEIR OWN PERMIT MUROYEMENT WOPXDO NOT HAVE OWNS CONTRACTORS FORAPPLxCAB,.LE HOME IlY�PRO ACCESS TO THE ARBITRATION PRO GRAM OR GUARANTY FUND UNDER MGL c•142A. SIGNED UNDERPENALTIES OF PERJURY Thereby apply for apermit as the agent of the owner: �iQL Contractor Name Registrationhio. Date . CjtAS�M e0R 'he Com ruin earth of Massachusetts - De artmen#of Industriat.J�ceidents' ' ' 6a0'Washington. Street _ �` • Boston;Mass.. U2XX1 • yyarlters'•.C m ensation.lnsurance Affidavit-General Businesses / r MEN , •ti .r�++!t1':"1i'�' :. r ...• . . •'- � ... .{.>+- address: , ,��} A a �'!n• .�Z��• ho r� . _ -•\1• . • -•-" ' � rQ state. 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'•f .Lr•f••t'i� �.' r..:}t:: •''�`r. %:r5r,'•.•sii.,tj:}:as.(:; ii.�(,5}S,,sS•„ i.. 0'l1 ' insiir$ucebi J`rt'` ' 00.00 an or osition of erimfiisl penalties of a fine up to�1,5 e sa re :31 ed under Section 25A of MGL 152 can lead to the imp 2.911 ma, 1 understand that 3:silure t°secure coverag A enalties�the foY=of a STOP WORK ORDER and a fine of�lOQ.00 a day7 imprisonment is well as chdlp a Verlficati02L ; . one years hop be foI tti'arded to the Office of Tnvestigations of the DTAfor coverag copy of this s}atement maY b certifyunder the pain nd ponaties bf perf ury that the information provided above isfruuff an i corfect• I do here y Date Si�i'a. : on # 5'D�• ' L4 2C�. 7 6 ' IE print y ofricW use only do not write in this area to be completed by city or toga 0MC14 (]Building Department permitlllcenaa# ❑Licensing Board city or town: O'Cklectmenta Office ediate response is required i]HaslthDepartmenE , [}•cheekif i!>� - "[jOther phone#; - contact person: r oFVKWE Town of Barnstable Regulatory Services MMSTABI.F'w : Thomas F.Geiler,Director �b0 9. .•�a Building Division ArEo�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax:.508=790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 5 W104 JOB LOCATION: O L Ca w• [�Q �� t) p number street J village "HOMEOWNER": Cj Ag9 i,% eS®a ' q 10 "'1�I _6 name home phone# work phone# CURRENT MAIIINGADDRESS:_ SCgt/iiL'Q_ city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs.more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner'.',certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re tuirements. Signature of Homeowner Approval of Building Official Note:._Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section-127.0 Construction Control. . - - - HOMEOWNER'S EXEMPTION The Code states that An homeowner. erformin work-for which a building permit is required shall be exempt from the provisions .._Performing . of this section(Section 109.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonn/certification for use in your community. Q:forms:homeexempt Jun 07 04 04: 53p Rebecca O 'Donnell 781-585-028.1 p. l 05/25/2004 .20:34 5084209726 SUSAN GAUGHAN PAGE 191 6b, COVER SHEET FAX Susan E.Gaughan 87 Uam Lana CentwWe, MA 02832 508-420-9726 F-Ax- . �`Ok —4 2.0-ErLU� SEND TO .�ManObr+ Opts Ofllcp bcefton 91l�C9�bCBLrm Fat fiveo • _ Ptwe number 4tr nt ❑R.Oy AMP �pla m ❑mo&"mow ®For your i0ftf""Off Total papas,=Mdhg COMMENTS .................... �c�.,.....-............. .. 1. �a .... . �. .� .....9�.?t®+n 5.....: emu! ....................................................._.......................... .,....... . ...... ........................................................................... .. ... . .. .... .. ............ .. .... ...._..............................................,.........h.*.. .. ..5....... ...p j ........ ..................................................................,........................................................................................_.......................,..............................._ :...................................::::.:...... e: s.:: a k. •� ci::: : + ::c : ::: :;1 ::::i7.: :::::::e ::: . ..................................................................................................................... ..................I............ ............,..........................,...... ...................................-.............. ............................................................,...:..,..................................._....,............................................... . ......................................................................................................................................................................... :::;:::::.:::.:::: ::::::.:::::::..........::::::::::::::::: ::::::::::::::::::::.......:::::::::::......::::::......::::::::::::::,:.::::::::::::: .r: :::::::::::: ....... UoThl, CO,�n A�q_ -vh - l "1 # )_AZc i � i( ho{ C �.O•G'� ram, 0,, Ctow up -� ` c�sfi► 5 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 qb square feet x$96/sq.foot= I3 q qo x.0031= phis from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= 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) T re VENLAFAXINE HCI ((°EFFEXO-KXR�� 1 9 c BUILDER INFORMATION Name s c-UI CLVX E (:;A cC4 .&" Telephone Number Address Lk o--w" LAP- License# N"6eNo y_ VW - Home Improvement Contractor# 1 Zb�Z Worker's Compensation# y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE c_., Gi.t,( DATE SI t t I(� BUILDER INFORMATION Name stA*.0Lvx- . E ',"IAOJM Telephone.Number Svc -4 72-0 —qt1 Z( Address L%aw" a vx sz License# �WA w Home Improvement Contractor# I 2-b�3 Worker's Compensation# � ` ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ' SIGNATURE, DATE S (1 1 0 `7D 2 5 1 TOWN OF BARNSTABLE BUILDING PERMIT AP LICATION Map /lo Parcel Permit# �, Health Division lob,I A 4 a 00 r) Date Issued --4 Conservation Division c Application Fee Tax Collector Permit Fee c (p Treasurer [/ EMRT@C SYSTEM C- s WSTALLE®lid COMPLIA�� Planning Dept. VVITH TIME 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CO AIM TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address Village Owner < Sw�%I �o�,e�fJC��'i7 Address �, � Telephone s_�Y_- 0 2 r ��6o Permit Request 0:wl exAjz� ' &g2y til��J o 4 0� <g� e Square feet: 1st floor: existing 02 proposed 2nd floor: existing proposed CT26 Total new Zoning District / Flood Plain Groundwater Overlay Project Valuation 193,,10 r Construction Type 6&00-0 A.-t0e Lot Size '.3G Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ff" Two Family Cl Multi-Family(#units) Age of Existing Structure 20 4 Historic House: ❑Yes &No On Old King's Highway: ❑Yes �o Basement Type: bf ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) -E 87 3� Basement Unfinished Area(sq.ft) jggo Number of Baths: Full: existing new 1 Half: existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing T new First Floor Room Count Heat Type and Fuel: 1'6as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes l o Fireplaces: Existing 2-- New Existing wood/coal stove: ❑Yes ®1Go Detached garage:❑existing ❑new size Pool: O xisting ❑new size Barn:❑existing ❑new size Attached garage:®existing O e ��flYw size !�v Shed:❑existing ❑new size Other: 00'V winf ao Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes dNo If yes, site plan review# ..Current-Use Proposed Use BUILDER INFORMATION Name lhvj Telephone Number Address la .b,oj( Z-5 3 License# 00002 31 116 R AJ A-4e Home Improvement Contractor# IV3 V,� �Tf��11•:S 117,0 a2 yl Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /0/20 !0, t FOR OFFICIAL USE ONLY :.:PERMIT NO: t DATE ISSUED r j MAP/PARCEL NO. ADDRESSi*' VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION FRAME 01- S'D Z--O 3 INSULATION p FIREPLACE \J ELECTRICAL: ROUGH FINAL .PLUMBING: ROUGH FINAL GAS: ROUGH t ' : FINAL ' FINAL BUILDING DATE CLOSED OUT r - ASSOCIATION PLAN NO. � i i P`pF THE)p The Town of Barnstable BARNM LE, Department of Health Safety and Environmental Services 7 MASS. 0 s679' �e p)Eo MAC Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: J; �c t�Q r1 G Map/Parcel:__/ (9 1 Project Address: L/a n Builder: _�• 11 C�6�1no The following items were noted on reviewing: t w\ V- v 4- l d r* i 4r e 34e tiU v Q VIXII o-ri.Ae �- S Vr\LILo-vA -a)(\ 0, YYI )'K-'P' 12 Reviewed by: Date: q:buildinglorms:review `\ The Commonwealth of Massachusetts ` - Department of Industrial Accidents ' = — ONCE 01/OYeSt/98110/IS �y t 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit i location. city 7`�ICS /6/p � a me# ❑ I am a homeowner performing all work myself. am a sole rietor and have no one worlds in ca acity % %%% %%%%/%%%////%%//%%//G////%/%% /%%/G%///%///%/�� 'I am an em I r din workers' mp coensation or my a Ioyees reworking on this job. :;:fi:::.;n}a;;;.Y: :•:::,.:•7w.?:?:? <?}ti,.�:>,'v«.$${ .n...... . . . ......,..•:.ax•:::n:.:n:.:n::.::::.{..�:::::::..:•f:::{:.}:.:r...:•:::• . r.....,.. r. :n::.. ..:•: t..a. :.n....v...... ..r.......::.}::?+::v..r:.:.r....:..... ..L....::.vnnv...r...................... ...:.. ..... ...L•:v:••:•.•.:... 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OrAmd 9195 PIA) 1 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 ma;ntP„ance, 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. � Applicants licants. please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and 'address and phone numbers along with a certificate-of insurance as all affidavits may be supplying company names, submitted to the Department of Industrial Accidents for confirmation of�nsu.,-ante 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 ensation policy,please call the Department at the number listed below. are required to obtain a workers' comp 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 pemr incense number which will be used as a reference number. The affidavits may be returned to the Department by man 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. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0[flCe of lovestlgauOns 600'Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 . I r oFtHEr�, Town of Barnstable Regulatory Services snaxseaBM Thomas F.Geller,Director riess. 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 owzier-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: ��Jl�� f�,I, 4',Qyf9 AV,&OfStimated Cost 3f y O 0 Address of Work: X7 Z/ Owner's Name: Date of Application: 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 Notice is hereby given that: OWNERS PULLING THEIR OWN PERNIIT 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 PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Regis ation No. OR Date Owner's Name ° r I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 �U Alterations/Renovations $25.00 Building Permit Amendment $25.00 Igo FEE VALUE WORKSHEET NEW LIVING$PACE { 1-7 _ .—square feet x$96/sq.foot= / //S2— x.0031= plus from befow(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 4'+� square feet x$64/sq. foot= / x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= 2262 x.0031= g a 4 ACCESSORY STRUCTURE>120 sq.ft. 1 ( 4 to 4 >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= )L0031= STAND ALONE PERMITS _ v h v Open Porch x$30.00= (number) V ` D 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 \b 2 to projcost Tla CMR AppaxUx! Table.15.11b(continsr4 FOOD Fuels prescriptive Packages far dce and Two-F=111 Residentlsl Hrzildiagi Seated With MIi`{1MiTM •xeatiag/Cocling MAxfMum Wali Floor B:sernons Slab Giaang Crlaring Uling + prr;mcW Equipment E!Ficiarcy� Arcs'('/.) Li•value4 R-v4u� A-valua K-valuas Rw i Rvaluer 1'a�Se 3701 to 6500 Eiesting Degrre 6 Narmnl 12`/1 0.40 38 13 I9 10 6 Namua R12% 0.57 30 19 19 !0 6 15 AFUE S 12Y. 0.50 31 13 19 10 N!A NIA Normal T 15% 0.36 31 13 1s 6 Normal U 15`/. 0.46 38 19 29 10 N/A 15 AFUE 13 2 UE 5 N/A 15 AF Y 15% 0.4.4 3a 19 19 10 6 W 1Sy. O.SZ 30 N/A Normal 18`/. 03Z 31 13 25 N/A NIA Nomtai X 19 25 NIA Y lgy. 0.41 31 8 90AFUE Z 18% 0.42 31 13 19 10 6 90.AFUE AA 18`/. 0.50 30 I9 19 1a ADDRESS OF PROP ERTY: d 1. 17 / SQUARE FOOTAGE OF ALL EXTERIOR`VALES: 3. SQUARE FOOTAGE OF ALL GLAZING: 167 4, a/a GLAZING AREA(#3 DNIDED BY#Z): 5. SELECT PACKAGE(Q--AA-see chart abave): N OTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFO BUILDING INSPECTOR APPROVAL: NO,. s , f , q-forms-f980303 a 780 CMR Appendix J Footnotes to Table A2.Ib: lass doors, skylights, and Glazing area is the ratio of the area of the glazing assemblies ('including sliding-g basement windows if located in walls that enctoes toconditioned al dla7 n gawp space, be excluded froxcluding m the U-value doors) to e the area, expressed as a percentage. Up to 1/°•of excluded from a building design with 300 IV of glazing area. lass may be For example,3 ft=of decorative g Y = After January' 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with Nationa l Fenestration Rating Council (NFRC) test procedure, or taken from Table 11.5.3a. U-values are for the N of be used. , ter-of- lass U-values cane , •�; cen g achieves the full whole units: ized buss construction. If the insulation o assume a raised or avers s • he Ce1 ig.R values do not insulation may be substituted for R-38 without com ression; R-30 uis Y , 'or walls wt P insulation,thickness over the exterior insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity • sheathing if used).For ventilated ceilings, insulating sheathing must be placed between insulation plus insulating sh g( ) insulate o ventilated portion of the roof. the conditioned space and the v 4 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 e6 mple, in R-19 iimulatin sheathing.eWall requirements appment could be met ly to by R-19 cavity insulation OR R-13 cavity insulation wall constructions,but do not apply to metal-frame construction, woad-frari1e or mass(concrete,masonry,log) s oar requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, e floor q � requirements. re it or garages).Floors over outside air must meet the ceiling qu a depth less than 50°fo below grade must g all with an average p o an individual basement w , The entire opaque portion f y s doors of conditioned meet the same Revalue ded with other glazing as . Basement dodoorsssm must sliding door U-value requirement basements must be included w g described in Note b. _ abs. d-scn 'The R-value requirements are for unheated slabs.Add an additional R 2 far heated s to Install more ' If the building utilizes elebtric resistancneohea one piece of coouse compliance ling equipmproach 3,- ent, the equipment or 5. if you lwith the lowest than one piece of heating equipment , efficiency must meet or exceed the efficiency required city ore town sealab selected le ge J5.2.1a For Heating Degree Day requirements of the closest NOTES' acceptable levels. Insulation R•values are minimum acceptable levels. a) Glazing areas and U-values are maximum a p R value requirements 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 11.5.3b.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 nt a the opaque ue door U-vlue to d than 0,35)compliance of the door, One door may be excluded from this requirem ( mayes two or more areas t .c)If a ceiling,wall,floor,basement wall,slab-edge,f crawle ea-weighted av space wall merage R-valueponent dis greater than or equals o th different insulation levels,the component complies 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). OPINE T . Town of Barnstable Regulatory Services 9 H�I E'$ Thomas F.Geiler,Director �A 1639. ♦0 TFo 3�a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �Sc" Z- .JCL#-oG(C— , as Owner of the subject property hereby authorize � 1 S 'WX& to act on my behalf,. in all matters relative to work authorized by this building permit application for: (Address of job) 2w arul� 16(01 03. Signature of Owner Date Print Name QTORMS:MW MWERMISSION r .� iJom7irY2Oozurea BOARD OF BUILDING REGULATIONS a - License 4CONSTKUGTION SUPERVISOR Number CS D00027, ^kg+ ; y �.. B�rthdate 01/30/1953' t e'• Vi Expires 01,l30/2004. Tr..no 14595 . ReMdMd �00 t ` "STEPHENM�HOLMES, PO BOX 2537/110 ROSAY LN' ( ,,, ' -� + :. t �HYANNIS11AA 02601 � v ' �I` 'tii� iP�' n?E'1:.'4 (atX 7t�jyyeap ar I i�v. eV f _.lf/�iorrim:O�iuueuGCY2 c _/G' JxzciG.•'>a' - - t t Bo a tl'af Ru I�is�g I��gula a us aid ai a, ,i HOML IMPROVEi1AENl CONTR.iCTOR ` t 4 c r t f Registration 103479 , z * K Expirationl 7/8/2004 x r w y �o PRISCILLA ST: z. Hyannis MA 02601 y M ' Y ��FTHE ram, Town of Barnstable Regulatory Services • snxxsrna[.s. v MASS. g Thomas F.Geiler,Director $AlfOINv'�A,O Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, sxxGc, CO (�� , owner of property located at lr "+Au"��'2 . �1� , hereby certify that S�w e, Lr ok v,,t`e.L is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# Z9 S , issued on I� Zq ©� I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. Sc,� b �— IIp . PROPERTY OW AR DATE q/forms/newcontr reference R-5 780 CMR rev:080102 Town of Barnstable �op•Metog�L • . ' -.� o� gegulatory Services Thomas F.Geller,Director a Bui,dio.g Division �'AIFc µA�k Tom Perry,Building Commissioner ' 200 Mahn Street, Hya�, 02601 , Fax: 508-790-6230 o ff,ce: 508-862-4038 permit no. pate S �1 L� AP+'b'IDAVIT CONTRACTOR LAW OUpp ME IMyRNT TO PFMffrr APPLICATION . er-occu ied • MGL c.142A requires that the,'o c o�onstrttctioneof an aadd tiontoon,repair,any p= existing o�w�tion,conversion, •improvement,removal,demohti n, _ rto structures which Bre b��g containisig at Least one but not mor four d-welling co tract za with ertain exceptions,along gffi other nt to such residence or building be done by registered requirements. C Estimated Cost 'Type of Work: Address of Work: Owner's Name Date of Application.: I hereby certify that: Registration is x1ot required for the following reason($): []Work excluded by law []Job Under$1,000 []Building not owner-occupied Owner pulling own permit Notice is hereby given that: OR DEALING WITFt UNREGISTERED ' OW�R9 PULLING THEIR OWN]?ERMIT CONTRA CTOR,S FOR APPLICABLE HOMER WOPX DO NOT BL&VE TINDER MGL 142A, ACCESS TO THE AMITRA.TION PRO Gp SIGNED UNDER PENALTIES OF PERJURY Ihereby apply for apermit as the agent of the owner: Contractor Name Registrationhio. Date •CAS(RM �OR , ' Il Owner's Name '{ ` • '.' ;i�'he+Coinmunvea�th of lVlassachusetts Department of Indusat• eeidents tri ' 6Q0'Was�iingtonStreet _ • • Boston;Mass..02111 .I , Workers',.C m ensatioa usurance Affidavit-General Businesses / if w),fir,• �„r.. :ter» Yi .y �r`�"r' .. I _' tr,- -------------- address: g l.t\�t4,; `Q » -72 t•�4 w -q state: ��' �`• ; 1.� ' ,��q, ^��b 3 Z_: '. e location fait address l--`L �."� Rau RestaurantBai/B;&i9Establishmcat work site dhaveno one 33ai►ess�e. ntos etc.)' Iota sole proprietor.an []Office[�SaTes(incln(ivag Real'Ssta e,A yvorldug in any capacity &' art time: 0}her ' t e C7 Y am an en 10 er with•. 'lo'ees(full /%/�j% //%/ %/%%%/%%%////%%/%//%%////%//�//%//%//ployees orlan on this job.. »• +.. ////% /�%// kers'compensation for my employees w providing v�or I��•'��loyer .l ._.. \;L....(t; •• ,,1,'' ;•' :•l '•,.y;. :. 5. t ': °•, •1};',,•in',,,•r�. i'.,r .`!. "+i?�Yr'+•• �i .. . ♦ 't .{ ,! •,!•• t,'�• 'ir. NT.r f. ':i�\>r.'.•,rr•. ',f,•r,t' �.l't• it '1. .�,.t»'jy{:451'E•ir ,.wi;•j 1' +51•�� .{i.:::•.. ' d.. :r.t.:• t{,t� ,�.\t•,'; '�:f,::1,tZ�i.4 :i!'r�•7'1,. � � • .•,. .. t i. ;;j.Ml•,�S ilCl{�,•:3".I.fy l.'•�:•r�.�i. '?S7•�,.'t+tli' •,r. 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'S`r t`,�r ,7:�.:yam• si=. s ♦ r:l •�•• •E4:; + ,'.r .•tr. . .: 's ., f�';� .s• �. ,, '. , t'S }f ss.!>•G+•.i�:'•' •t :'.'+.,r.." :< ': 'S S•; ,�r,'i f s •y. e„�. s s.. •.S" ,tYJ rL'•,•s'•ar tv,.S,t, r ,,. •• ri: 1•. r•• •r3•r. +.::ri, ,'sit+J:{:a4.1,•: �,:!.!'kS;':,L•»r.:l' O'13C.':tY"• .' ••�•,: in"siir$rirdbl+ri{.i. . •:` '' e coverage sa required under Section 25A of MGL 152 can load to the imposition of crimfttall5enat of a fine up to$1,500,00 an or Failure to aecur enaltiesn the fo]m of a STOP WORK O]tUER and a fine of106.00 e'day against me. I understand that X one yearn'impri+onn1ent as well as cttdlp . copy of sffitement maybe forwarded to the Office of Investigation of the DlAfor coverage verification I do hereby certify under thepain nd penalties of perjury that the information provided above is frac a1 i earl ecG Date �.Signature I � 7 Ihf�N phone# print name official use only do not write in this area to be completed by city or town official permittiicane# (]Building bear • ❑Licening$oard,d city or town. =]selectman's Office [}'check if mediate reap ow;is required []HealthDepartment . {]Other • phone#; contact person. vevi+ed Sept 7093) ' Information and Instructions. eral L'aws cl��pter 152 section 25 requixes all employers to provide workers' compens�tioin for'their. 16SsaC'lll?Sett$Gefl 1 y . . .•s::S. enlloyees: ,As quoted'from the `law"., an employee is.defined as every person m the service:oi'anofiher under any contract of hire''expr•ess oz inal?li ed; oral or wntten, artners ' association, corporation or other legal entity, or airy two or rngre of An employer is defined as an individual,p hip, the foregoing engage:d•in a'joint enferprise,and including the legal representatives of a deceased,employer, or the-receiver or trustee of an individual,partnership, association or other legal entity, employing tmployees. 'Howevei.ihe owner of a dwelling house haying�ot'inore than three apartments and who resides therein, or the.occupant bfthe dwelling house bf another who. l03'spersbns to do maznkenance, construction or repair work on such dwelling house csr on the grounds or burg appurtenant thereto shall not because of sucli.employment.be deemed to be ail emg�loyer.;'. = 4 25 also'states fhat'ev state or lb Hcensing•ageney shalI+46hold the issuanet dr renewal IyIG>;chapter•152 section �'b' . of a license or per to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable•evidence'of coimpliance with the insurance coverage reilulkke Additionally;neither'the• co,nmonwbalthnor.any.of its political subdivisions shall enter in#o any contract for the performance of public work 14:9' acceptable evidence of cornpliande with t�c insurance requirements of this chapter have-been presented to the contracting.. ORO rA/MORE' Fill Applicants Please in �e woke's''eompensafm affidavit coz�letely,by checking the box that applies to your sitdation.•Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe subnrufted to the Depart-Of rndustnal 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 peps rt t 6�X dustrial A.ccideuts. Should you have any questions regardiri�the'"Ian'or if you are obtain a workerC-compensationpvticy please call the DepaTtzrient at the number listed;below. . required to EVE City or Towns . . pleasebe sure that the affidavit is ebmplete and printed legibly. The Departmenthas provided a space at fad bottom.of the affidavit for you to fill ont in'the event the Office of Investigations has to contact you xegardg the applicant Please be sure to fillip the permit/license,number which.wM lie used as a reference number. The.affidavits maybe returned tq• the D ep artment bye. or l?AX unless otherr:ail angements have b een made. The Office of Investigations wo uld like to thank you in advance for you cooperation and should you have any questions, hate to 11... please do nothes 8�us a•ca VEMEEMENNOWN The pepent's address,telephone and:fax number. . ' The Commonwealth Of Massachusetts Department.of Industrial Accidents . �itke of laifes�l�sttens . 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 , _, OFIKE r Town of Barnstable ~� Regulatory Services BAUM Thomas F.Geiler,Director MAsB. 9`b ib39 �� Building Division ArFD��p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us II Office: 508-8624038 Fax:.508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: I I I 0 ti JOB LOCATION: O number _ 6t'A street village"HOMEOWNER": �SCR.V� Cy FQLCC`I S®k ' 4 2D —9t7 name home phone# work phone# CURRENT MAILING ADDRESS:_ cr /town .._ _ _.....-_ ty �state zip code The current exemption for"homeowners'was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs.more than one home in a two-year period-shall not be considered a homeowner. Such - - "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The-undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner'_';certifies that he/she understands-the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and reE:irnts. Signature of Homeowner Approval of Building Official Note:.Three-family,dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section--127.0'Construction Control. . -~ HOMEOWNER'S EXEMPTION The Code states that Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1:1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to.do such work,that such Homeowner shall act as supervisor." . Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as-Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt n of Barnstable en of Health Safety and Environmental Services Building Division 367 Main Street,.Hyannis,MA 02601 Ij fice: 508-862-4038 j x: 508-790-6230 j 1 PLAN REVIEW •caner: Map/Parcel: I j 9 'f" < <o C} 1 Project Address: Builder: The following items were noted on reviewing: t Y Pr Reviewed by: J Date: q:buildinglorms:review r '� -- .�:.� �� HOUSE CALLS Susan E.Gaughan,MS, NP 87 Liam Lane Centerville,MA 02632 508-420-9726 508-420-8204 April 27,2004 Thomas Perry Building Commissioner Barnstable,MA 02601 Dear Mr. Perry: I am asking for an extension of the building permit that was issued for construction of an addition at 87 Liam Lane,Centerville. I have had significant difficulty in moving forward on this project due to the exceptionally cold winter and the personal problems as well as health issues of the builder. As you may recall, we spoke in January of this year when I called to find out why the permit I believed was applied for in October had not been processed. You advised me that it had been sitting up front since the end of October. I chose to continue to try to work with Steve Holmes as he has done fine work for me in the past. He has proven impossible to reach in a timely manner and unreliable about his commitments at present. I have told his wife that I feel I can not rely on him to follow through on this project and that I would like the building permit. I have not heard from him. I therefore release Steve Holmes from any further responsibility for this project which has not been initiated. I have made arrangements for Dwight Giddens of 22 Flicker Lane,Marston Mills to take over. His number is 508-428-4797. 1 would appreciate your consideration in this matter. I Thank you for your cooperation. Sincerely, v Susan E Gaughan,MS, NP 4514 a. ..1715 F to c� -`ens a V/0 3 i RIVERMOOR ENGINEERING & ASSOCIATES, INC. h PROFESSIONAL ENGINEERS J I i STRUCTURAL ELEMENTS i . . FOR BRAIDENVIEW ARCHITECTS 1 , GAUGHAN RESIDENCE ' 87 Liam Lane Centerville, MA 1 1 1 REA Project No.03-140 I November 18,2003 N OF Mgss c q PETER J. yN g FALK � STRUCTURAL y N0.43315 Q ,o9o�sslO G�� 14 ALLEN PLACE • SCITUATE,MA 02066 TEL. (781) 545-2848 • FAX (781) 544-7729 Nov 17 03 11 : 59a Rebecca O 'Donnell 781-585-0281 p. l r r r � , L -O" KNEE WALL r � 1 1 BEDROOM € r ��I r ---------- ---------- - ----_---- LIE] -------- I r --------- 1 r � ' I r r • r - r _ The following report includes specific structural elements identified by the Architect/Owner as required for the referenced project. It is specific to this project and select members may not typically be found in Section 36 of the Massachusetts State Building Code. ' • LVL Beams • Dimensioned Lumber •' Steel Beams and pipe columns ' • Wood Posts- The contractoribuilder shall refer to Section 22, 23'& 36 of the Code for framing members and details not included herein. - Rivennoor Engineering 8c Associates;Inc. Project 03-140• Page 1 of I !, ,... r ... `� .. - � - �. - ' 2 � � � � - - ' SKETCHES _ , . ; .. s ;� � ';. •� •. . . 1 ,f - - ,., �� s Y 4 , _ .. 7: _ - E + � - t is 4 ,� ;, - i g r .. - x a. �., t ' i 1 .. � 4 QI try e J � '1 Y a r � _ l � �. i fi� ' - �\; - � ' G F Sl �� N S r� - ,� a . . l _ ` 1 � L � i t � - � . - �. _ t toy! � � � r 1 }. 1', ...�..��.+�.�.._. ..�....uv..a a r..,a-. .. .a.rr,�.�r-+ va_...�.-r.w�u ._m...�.w�.... ru+u..t...�.�c�a.._reA.._v.�.�... • - .. i/..� Nov 14 03 01 : 20p Rebecca O'Donne'11 ' 781 -585-0281 p. 3 Y - -d L.l��"�F ADS I S _ � =..Q 0►'" c6 1 = ' S1- x 1 Q. Co., el a N t0 O w X 2 �2�1D. LOOfi� �:iZAMl G PLAN SCALE: 1/8" M. u t Tl Nov 14 03 01 : 20p Rebecca O 'Donnel,l . 781 -585-0281 p. 2 Lu LA OL F. 2),0 R F R - burn _ ,6» ^' J &DLr o _ - DOUBLE RAFTERS Nae DORMER ENDS OVEFRAME ' TTHISRAREA I I I �. 0 I I I ry Q � , uj 2 10 RAFTERS I6 X DORMER r DORMER C 1 f 3 o FLAN 0 ti �� I I.I I�I' SI SCALE: 1/4 j'-p°s ,, y 1 •# Q - � l.P • CONTNUOUS RfDGL VlXT - / �• /* Q ARCMTepCTIR�L ASPHALT SIXGLtS , , ♦ ` OR•IS FlLY APlR S/P COX PLYWOOD ' ♦ ` ]xw aAPTea5 eu•o.c ' ' • ` �j`cy,'i• n AII yA N� p PPP�� / OO;IPR TEN!DANOWVALLCTO. T.O.PLATE•DORNlR * ' ♦ago C 2X1 CEILING TIE!F'! C. - ♦�♦ SAR 4. � � '��' � .I GYP.p0. •� ` ♦ F ` c� �► TA.lOSPLOOR•GARAG!]�J PLOOR 3:; . •, '. ". '.� �' � Pe v r. ©ijT e METAL DRIP EDGE ]a0 a •. :.' . - .ALUM.GUTTER- - ,JdeTS R t O.C.O.0 - - A -K4 PASCU4 PAMTID'•. • � f` r•1 �pppPF GYP.OD.ON STRAPPRIG_ - i - ISXOPPITPV!%�CONTINIIOY! ^� -STEEL BEAM f Dft FRIEZE D0.PAINTED, •k C p O �„r cn1111rRlICTIOX �5t, - - 5, 1 J WNR!ClOAv BFIINGIlS ON tR FELT PAPER V V]•COX PLYWOOD SHEATMO- ]X1 STUDS iIt'O.C. R•IS P.G.INlU non e. Ott[GAO W.W.M. �Y v YYFlCAL PO"ATON MlCNANiCAILT COMPACTED TO KS COMPACTION .•e .o :g _ O-]Xf P.T.BILL e - tAA,r, ••-I 1/1•ANCNOa QOLTS - - 1WylTCALLL PER pUC�OpDAE�p - •-1 SITU{{IS.DA,�ILLIPPROOPTMG DAII 0OP DDOTRTOITOMT. - C-�i _ _ •y.. m CCYYaOMj.�IqgCNNo,ltppC�LPppW�W RAG! . 0 ON UNOI03-LED OIL SECTION C WLv'j- SLCS ( •� ( '�'�� tcj Nov ° 14 03 01 : 21p Rebecca O 'Donnell 781 -585-0281 p. 6 = n N , , m , RIF I[ -_ - - - - r r ANCHOR BOLT (1/2" DIA MIN) h � SPACED ® 6'-0" CC (MIN) AND':V t o" FROM EACH CORNER. ;, , 8 MIN EMBEDMENT l N P.T. SILL PLATE \ (2) #4 CONT GRADE VARIES SEE TOP & BOTTOM SITEEPPLAN .._ °e. fov� -IIi III -111 III � e/Z 1=III I I-� 1-1 I I t —III=1 " —III- =1{{ � � ��c,Gt►��5 g`'�O � I— �� 2X4 (NOM) _I- SHEAR KEY = 00 EXPANSION JOINT.MATERIAL %°L I FUI_I_ PERIMETER "�,p WWF w4-4X4 t ° t. r ° r C SLAB J 4 m 12 BENT -- o SL BAR ��,° o 00 0 SMOOTH FIIGISH p oC6 o' ^p —o o. co z' 'O 0, �O°°a� -•F-- 6" COMPACTED (>95�`I� GRAVEL 77 (2) #4 CONT t-CONT ENGTH t SILTATION FABRIC , r #4418 PERIMETER DRAIN w/ DRAINAGE NON-EXPANSIVE, :COMPACTED GRAVEL 6 10 ` 6" NON-COMPRESSIVE - — STABLE UNDISTURBED 1'-0" 1' 10" . SOIL OR STRU MIN COMPACTED (>95�) FILL OVER SAME TYPICAL FOUNDATION ';WALL , w ' 3 � SE�1°'I�IV � J I art • SCALE : 1IT'=1'-0" ; 1 Ye . t t" A 1-\..- �r It i t ,•�• .: : , � - I /a. )4 1�j+. + 5 7 RIVERMOOR ENGINEERING : &ASSOCIATES,INC. SUBJECT - ::"i�!1 P `'��yG� `'� �� SHEET N0. OF 14 ALLEN PLACE PROJECT NO 1�1241C(pl�L� SCITUATE,MASSACHUSETTS 02066 p TEL:(781)545-2848 - BY DATE " CHKD BY DATES - FAX:(781)544-7729 �... . . -. .j.-:�.....i....!..... ..i. .......... ... .. ........ ........ ........ ..i... ..y.. : • .; .,.... :.�.. r ... 4 ..i... ........ f.......... . i...j....!.... .{....:'..... i.... 46, ; .i., ..i........ ..i... ..i..{...�..•....{......... ^ _ �• __ I tC..C.� v ...... .......:....:..t'....i..... ..... .- sit:• i f I • — y y^ 1. 1 1 I ...i.. ..i...j.. ..q.. ..i...;.......... ..f.. ..f.:.j:...:.....:{:. .j....:..... ..f.. ..i.. .i....' ..y:.. }.... .i.... .—.—--_ —. - .— •-�---t—— K. , I 7! I i.. 7 ..;......:.. . .. .......{....�..... T-� - .. ..i.. ..{.. ..y...;.. ...i: [ryj //,� .. ...i...j....:..... }.. {. i...j...:�..: -... I ..i.. .i.. ..I,. ..t...j....t..... I �.:. -..L. I v ;...:j..... 7 y.::,.:....... .{... f..y....... .... i.......i.... �� ... t 1 , i � 1 %—F i `•� • ; i ..{.. } i i i f ..i...j:. r -1' i �y �/ ...�.........}. ... } {.: t.. j....i.:. t....i.... f'. i. jr(t I l I I...L^ 1.: .P 1� l .. w t r ' i .:. ...:.:..: : • _::..-._.._...._..-a.._ �... • x. �,.•:u _:..c.-.cc,.w-::...r:•_- -'..-, �a...,.-.... L.u,4__-�.u...��.. .. -. .:// ` 1 CONC. APPROACH `< t SLAB 15 EXPANSION JOINT MATERIAL y�, ';, BITUMINOUS DRIVE aF''Irt FULL PERIMETER +� ' t;:2 0 . OR GRAVEL fhs,� 1+ �ti, ► (A9 DIRECTED BY OWNEP � p SLOPE .rv,try r C t•� , 1 • ; ,I rr r,r.rJ i4 fJ r f, .O 00 'Q• •, •, p w0 0 ,,. JTID-m , " la 6" COMPACTED COMPACTED t ' tr1t f GRAVEL ": STRU FILL' z �.aa ti, r 1 °0 b f. h IY I I O - � ��• 1. U : ..: 7+ J o < .o�• 1.FOR GENERAL NOTES SEE$ CI p I, 6. 12. PROVIDE PERIMETER; AS REQUIRED BYI. I BUILDING;CODE, .{ I3. REMOVE FRACTURED ROCK DOWN TO SOUD GARAGE DOOR. APPROACH SLAB I STABLE.BEDROCK' .,,,:1;4 ANCHOR BOLA'.(1/2" DIA MIN) 1 4 FOR EXTERIOR CONCRETE PROVIDE AIR I ENTRAINMENT AND FISERMESH tt 'I ,\ r \�f4 h SPACED'® 6'-0" OC (MIN) lj -5 NEW BASEMENT WNDOWS TO BE PRESSURE TREATED FRAMED IOOX VINYL;•SLIDING TYPE WITH AND 1'-0" FROM EACH CORNER 'SCR EENS. 'Qa4 /� Tir•. ��a 8". MIN EMBEDMENT . r y�Y s , �{ F° ,' ;6 PROVIDE VENTILATION ANO ACCESS IN CC A ORDANCE WITH MSBC 61H EDITION • P.T. SILL PLATE ,'i' 7.LAYOUT CONCRETE ROUGH OPENINGS AS PER + i DOOR k WINDOW SUPPLIER REQUIREMENTS (2).44, CONT ----------------- — SITE Cr4 A GRADE VARIES SEE .., STOP &BOTTOM r l l t v, 11 e /� r I Mlla' 1; I III III I II=11 f'r �' ,�� 1T ov��. 1,�,� r r III—III—I I—III �;,. r)p rf.�'�. e l Z a� �,�-},, Qf ,a ar —III—III=1 I I—III0. ` n�• ► V✓ ; S' ,�. II-11I III=11I <� ,,t��;1�'�� " 21�C•�1$ g'•� 1, 1 I EEI I I—I f I x r 74'`P►R=9I Lj& r ;r 2X4 (NOM) u—ll-I— " 1� 00 , EXPANSION JOINT MATERIAL SHEAR KEY —III=III— • �, ' •FULL PERIMETER ��lF =1 I =1 I= .- n r ar I^III-- I cbo - WWF w4-4X4 ' 7 —II - CONC. SLAB F:. x7la i r ll4 0 12 BEN T,1 c U;a•0 t , SMOOTH 41SH �{ r� BAR o�0 . I i;l °4"- 6" COMPACTED rrr � I O to Z Q o GRAVEL yn��,✓j�" 'Cyja I.. % (2), ll4 CONT r+(MY2 Ir CONT ENGTH SILTATION FABRIC PERIMETER DRAIN •P ' w DRAINAGE NON-EXPANSIVE, COMPACTED GRAVEL 6 :10 6 RBED NON .COMPRESSIVE Ir" (.STABLE UNDISTURBED y. SOIL OP. STP.0 P`I COMPACTED (>95%) MIN }FILL OVER SAME r TYPICAL FOUNDATION :WALL SECTION f �`,arbt ss 'y SCALE•1/2"=1'-0" f , ..,. t "s IrAf 15 ��,! �' ( 3`�✓tom- �'� ij, rr l l! � jXA % t } ' k 1111d = 77 aq __ a ~ �-�1'�-�+..,:tom_"�r•�(�.'Q v'i 1.n � r ...1 ; C�d--N�-Ct-t� o i `�. � Y _ - . a, - - RIVERMOOR ENGINEERING& ASSOCIATES, INC. 14 ALLEN PLACE SCITUATE,MA 02066 _ z � � '� '-.•. ..: :�:' ....= .._. .-.. _:-� _..:. .- -. .. .... _ ..._. .ter.y�r...,f'y .!'� _._._._. . .�._yrF-. -..- ___ . r t ' CALCULATIONS k . 16 tj ! • " a :Ik P * t ell At 1 P� 1 n...�:w.:v.:.w. ..a:..:..... ..:::...,�.:.l...x�. ..ra. ..._�..a ....u.....0 a ......_:..+ :..0 ._ ..._.'. ..,. ......, u � _.. //� ' SHEET NO.1 OF ' CALCULATION COVER SHEET Client: Braidenview Architects Project: Gaughan Residence Job/Calculation Number: 03-140 ' Title: Structural Elements 1 Purpose, Description and Methodology of Calculation: The purpose of this calculation is to develop the structural design for residential elements based on loads .presented by the following design references. Design basis and references: 1. Massachusetts State Building Code, 6 Edition 2. ACI318-99 ro ' 3. Beamchek—Wood Design '91 NDS 4. Simpson Strong Tie Catalog ' 5. Braidenview Drawings Loads 1. Live Load Floor 40 psf(ref,1 table 3603.1.3) 2. Live Load Sleeping Rooms 30 psf 3. Snow Load (live) 25 psf plus drifting (ref 1-table 3603.1.5) 4. Dead Load (ref 1 Appendix G) Notes 1. Dimensions shown on sketches are for design'purposes. Refer to Design Drawings (ref 5). Contractor. to layout new work to determine exact.measurements in order to provide full bearing and fit-up prior ' to ordering material. 2. All'fasteners ,unless noted otherwise,per MSBC Table 3606.2.3A., 3. The Contractor is responsible for temporary snoring and support of all floors,walls, and roof ' including means and methods of construction'and'safety. r 1 1 BeamChek v2.4 licensed to:Rivermoor Engineering Reg#8111-1985 '. Braidenview-Gaughan 2nd fl joists Date: 11/18/03 Selection Fix 10 SPF#2 Lu=0.0 Ft t Conditions NDS'97 Min Bearing Area y R1= 1.0 in R2=1.0 in DL Defl 0.07 in Data Beam Span 12.0 ft Reaction 1 LL 318# Reaction 2 LL 318# ' Beam Wt per ft 0# Reaction 1 TL 438# Reaction 2 TL 438# Bm Wt Included 0# Maximum V 438# Max Moment 1314'# Max V(Reduced) 382# ' TL Max Defl L/240 TL Actual Defl L/587 LL Max Defl L/360 LL Actual Defl L/808 Attributes Section(in') Shear in TL Defl(in) LL Defl Actual 21.39 13.88 0.25 0.18 Critical 16.38 8.18 0.60 0.40 Status OK OK OK OK Ratio .77% 69% 41% 45% ' Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 875 70 1.4 425 Base Adjusted 963 70 1.4 425 ' Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 . Cr Repetitive 1.00 ' Ch Shear Stress . 1.00 ' Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 ' Loads Uniform LL:53 Uniform TL: 73 =A Uniform Load A R1 =438 ' R2=438 SPAN "12 FT. ' Uniform and partial uniform loads are Ibs per lineal ft. r...ten�.:.p.n.,....+r- r..� ...y -..'.i'_..tu.vrdmfsn:_,.r.... ' •.-x.v BeamChek v2.4 licensed to:Rivermoor Engineering Reg#8111-1985 ' Braidenview-Gaughan stair frame Date:.11/18/03 ' Selection (2)1-3/4x 9-1/4 2.0E LP Gang-Lam®LVL Lu=0.0 Ft Conditions Min Bearing Area R1=2.3 in .R2=2.3 in DL Defl 0.11 in Data Beam Span 11.0 ft Reaction 1+LL 1430# Reaction 2 LL . 1430#. ' Beam Wt per ft 0# Reaction 1 TL 2310# Reaction 2 TL 2310#' Bm Wt Included 0# Maximum V. 2310# Max Moment 6353 W. Max V' (Reduced) 1986#TL Max DOL/240 TL'Actual•Defl 'L/441. LL Max Defl L/360 LL Actual Defl L/713 Attributes Section(in3) Shear in2) TL Defl in LL Defl ' Actual 49.91 32.38 0.30 0.19 Critical 24.90 10.27 0.55 0.37 Status OK OK OK OK ' Ratio 50%° 32% 54% 51% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) yalaes Base Values 2950 290 2.0 1020 ' Base Adjusted 3062 290 2.0 1020 Adiustments CF Size Factor 1.038 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch.Shear Stress 1.00 Cm Wet Use 1.00 1.00 " 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le=0.00 Ft Kbe=0.0 ' Loads Uniform LL:260 Uniform TL: 420 =A Uniform Load,A., R1 -2310 R2-2310 - SPAN= 1 T FT ' Uniform and partial uniform loads are ibs per lineal ft. 14 :♦'S:fM^:Y _ri."iitlz ra....:�.'.�..; _. ......-.:�a_....._�. ..__..:.�..s�..r�v__..<. _.:_.... _...�.._.......�...-......_._...:_ ,. _ _. s ._ _. BeamChek v2.4 licensed to:Rivemioor Engineering Reg#8111-1985 ' Braidenview-Gaughan stair header y Date: 11/18/03 Selection (2)1-3/4x 9-1/4 2.0E LP.Gang-Lam®LVIL Lu=0.0 Ft ' Conditions Min Bearing Area R1= 1.9 in R2=1.2 in DL Defl 0.15 in Data Beam Span 12.0 ft Reaction 1 LL 1271 # Reaction 2 LL 795# ' Beam Wt per ft 0#. Reaction 1 TL 1978# Reaction 2 TL 1208# Bm Wt Included 0# Maximum V 1978# Max Moment 7316{# Max V(Reduced) 1922# 1 TL Max Defl L/240 TL'`Actual Defl L/344' LL Max Defl L/360 LL Actual Defl L/539 Attributes Section in') Shear in TL Defl(in) LL Defl 1 Actual 49.91 32.38 0.42 0.27 Critical 28.67 9.94 0.60 • 0.40 Status OK OK OK OK ' Ratio 57% 31% :76% 67%a Fb(psi) Tv(psi) E(psi x mil) Fc (psi) Values Base Values 2950 ,290 2.0 1020 Base Adjusted 3062` 290 2.0 1020 ' Adjustments 'CF Size Factor 1.038 Cd Duration 1.00 a 1.00 , , Cr Repetitive 1.00 ' Ch Shear Stress 1.00 . Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le.=0.00 Ft Kbe=0.0 ' Loads Uniform LL:53 - Uniform TL: 73 =A [777Point LL Point TL Distance 1430 B=2310 4.0 1 r m Load A Unify Pt loads: ' R1 =1978 R2=1208 SPAN=12FTa ' Uniform and partial uniform loads are Ibs per lineal ft. .i`..N t BeamChek v2.4 licensed to:Rivermoor Engineering Reg#8111-1985 ' Braidenview-Gaughan garage steel beam Date: 11/18/03 Selection W 12x 30 36 ksi Wide Flange Steel Lateral Support at: Lc=6.9 ft max. ' Conditions Actual Size is 6-1/2 x 12-3/8 in Min Bearing Length R1=0.9 in",,R2=0"9 in. DL Defl 0.22 in Suggested Camber 0.32 in Data Beam Span 22.5 ft Reaction 1 LL 6131 # Reaction 2 LL 6099#: Beam Wt per ft 0# Reaction 1 TL 8606# Reaction 2 TL 8554# Bm Wt Included 0# Maximum V 8606# Max Moment 54708'#° Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/374 ' LL Max Defl L/360 LL Actual Defl L/533 Attributes Section(in') Shear(ink TL Defl(in) LL Defl ' Actual 38.60 3.21 0.72 0.51 Critical 27.63 0.60 1.13 0.75 Status OK OK OK OK ' Ratio •72% 19% 64% 68% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 F Base Adjusted 23760 14400 29.0 ' Adjustments YP Factor,Lc 0.66 0.40 ' At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. ' B=0.9 ' Loads Uniform LL:480 Uniform TL: 660 =A Point LL Point TL Distance 1430 B=2310 11.0 60 ' Uniform Load A Pt loads: ' R1 =8606 R2=8554 'SPAN=22.5 FT . Uniform and partial uniform loads are Ibs per lineal ft. ' BeamChek v2.4 licensed to:Riverrnoor Engineering Reg#8111-1985 Braidenview-Gaughan garage pipe col ' Prepared by: Date: 11/18/03 . Selection 3 in.diam. Standard Wt.Pipe A501 or A53 Grade B ' Conditions Actual outside dimensions: 3.5 inches Loading is concentric on a primary column member. Maximum Or is 200. Data 'Reaction 8,600 Ibs Column Net Area 2.2 in' Fa 12.5 ' Actual Height loft Ty Min Yield Stress 36,000 psi Cc 126.1 Unbraced d1 loft Weight p/lineal foot 7.58 Ibs r 1.16 Effective Ht D1 120 in K (Buckling Mode) 1.00 E x mil 29 kl/r ksi Area(ink Attributes Actual 103 3.9 2.2 ' Critical 200 12.5 0.7 Status OK OK OK Ratio 52% 31% 31% 1 ' BeamChek v2.4 licensed to:RivermoorEngineering Reg#8111-1985 ' Braidenview-Gaughan Beam @ kitchen Date: 11/18/03 Selection (3)1-3/4x 11-1/4 2.0E LP Gang=Lam@ LVL Lu=0.0 Ft Conditions j Min Bearing Area R1=4.5 in R2=4.5 in DL Defl 0.20 in Data Beam Span 14.5 ft Reaction 1 LL 2791 # Reaction 2 LL 2791 # . Beam Wt per ft 14.77# Reaction 1 TL ' 4638# Reaction 2 TL 4638# Bm Wt Included 21.4# Maximum V 4638# Max Moment 16814'# Max'V(Reduced) 4039# ' TL Max Defl L/240 TL Actual Defl L/341 LL Max Defl L/360 LL Actual Defl L/567 Attributes Section in3) Shear in TL Defl in LL Defl Actual 110.74 59.06 0.51, 0.31 Critical 67.77 20.89 0.73' 0.48 Status OK OK OK' OK ' Ratio 61% 35% 70%,< . 63% Fb(psi) Fv(psi).. E(psi x mil) Fc (psi) Values Base Values 2950 290 2.0 1020 Base Adjusted 2977 260, 2.'0 1020 ' Adiustments CF Size Factor 1.009 Cd Duration 1.00 1.00 Cr Repetitive 1.00 ' Ch Shear Stress 1.00 Cm Wet Use 1.00 ,. ;1.00 1.00 1.00 CI Stability 1.0000. .:, Rb=0.00°4 Le=0.00 Ft Kbe=0.0 ' Loads Uniform LL:385 ,Uniform TL: 625 =A ' + Uniform Load P-A R1 =4638 3 R2=4638 SPAN=.14.5 FT Uniform and partial uniform loads yard Ibs per lineal ft. "`._a...u._.«._...-..n e......ten.... ....+� .... a......i..au.......tiw�a_.wis ._......_ .. .. .. _. ..» /Jj '. BeamChek v2.4 licensed to:,Rivermoor Engineering Reg#8111-1985 Braidenview-Gaughan Beam @ sitting Date: 11/18/03 Selection (3)1-3/4x 9-1/4 2.0E LP Gang-Lam®LVL Lu=0.0 Ft Conditions . Min Bearing Area R1=4.4 in R2=2:7 in2 DL Defl 0.26 in Data Beam Span 12.0 ft Reaction 1 LL 2519# Reaction 2 LL 1472# ' Beam Wt per ft 12.14#.' Reaction 1 TL 4491 # . Reaction 2 TL 2752# Bm Wt Included 146# Maximum V 4491 # Max Moment 15317'# Max'V(Reduced) 4324# ' TL Max Defl L/246 TL Actual Defl' L/243 LL Max Defl L/360 LL Actual Defl L/428 Attributes Section(W) Shear in TL Defl in LL Defl ' ' Actual 74.87 48.56 0.59 0.34 Critical 60.03 22'.37 6.66 0.40 Status OK OK ' ' OK`.. OK ' Ratio 80% 46% 99% 84% Fb(psi)` -Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2950 290 2.0 1020 ' Base Adjusted 3062 200 2.0 1020 Adiustments CF Size Factor 1.038 Cd Duration 1.00 1.00 Cr Repetitive 1.00 ' Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=.0.00., .Le=0.00 Ft Kbe=0.0 'f ' Loads Uniform LL:`100 Uniform TL: 205 =A Point LL Point TL Distance 2791 B=4638 3.75 jA r , Uniform Load A Pt loads: ' = R2 2752 R1 —�4491.. , . SPAN=12 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to:RivermoorEngineering Reg#8111-1985 Braidenview-Gaughan rafter Date: 11/18/03 Selection 2x 10 SPF#2 Lu=0.0 Ft Conditions DL adj:.7:12 pitch, NDS'97 Min Bearing Area R1=0.9-in2 R2=0.9 in DL Defl 0.09 in ' Data Beam Span 12.0 ft Reaction 1 LL 240# Reaction 2 LL 240# Beam Wt per ft 3.9# Reaction 1 TL 402# Reaction 2 TL 402# Bm Wt Included 47# Maximum V 402# Max Moment 1207'#: .MaiV(Reduced) 351 # ' TL Max Defl L/240 TL Actual Defl L/639 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear W) TL Defl in) LL Defl ' Actual 21.39 13.88 023 0.13 Critical 15.05 7.51 0.60 0.40 Status -OK OK -401< OK Ratio '70% 54% 38% 34% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 875 70 1.4 425 ' Base Adjusted 963 70 1.4 425 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1700 , Cr Repetitive 1.00 ' Ch Shear Stress 1.00 Cm Wet Use 1.00 too 1.00 1.00 CI Stability 1.0000 Rb=0.00. Le=0.00 Ft Kbe=0.0 ' Loads Uniform LL:40 Uniform TL: 63 =A Uniform.Load A. R1 =402 R2.=402 SPAN=12 FT Uniform and,partial uniform loads are*lbs per lineal ft. 'SPECIFICATIONS M q; y D v F MT k \ d ' GENERAL NOTES—STRUCTURAL. e GENERAL N ONJUCTION WITH WINGS OR SKETCHES I C R CTURAL DRAWINGS T U USES , ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR LOCATIONS AND DIMEMSIONS OF PIPES, ' OPENINGS, CHASES, INSERTS, REGLETS, SLEEVES, DEPRESSIONS, AND j OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS' ' SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. ' CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL MAKE ALL NECESSARY FIELD INFORMANTION AVAILABLE TO THE ARCHITECT/ DESIGNER. ' DIMENSIONS SHOWN ARE FOR DESIGN.CONTRACTOR TO LAYOUT NEW WORK FOR EXACT MEASUREMENTS IN ORDER TO PROVIDE FULL BEARING AND FIT-UP. I ' CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND SUPPORT OF ALL FLOORS, ROOF AND WALLS, INCLUDING MEANS AND METHODS OF CONSTRUCTION AND SAFETY. ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. CODE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION BUILDING CODE.REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-99 MANUAL OF STEEL CONSTRUCTION'- AISC ASD 9T" ED. STRUCTURAL WELDING CODE AWS D1 1=92' ACI 318. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LIVE LOADS f + ' ROOF 25 psf PLUS DRIFTING,ZONE 1 b!> FLOOR 40psf SLEEPING ROOMS 30psf ' DECKS (EXTERIOR) 60 psf 1as R F , FOUNDATIONS ,'EXTERIOR FOOTINGS SHALL BEAR;4r 0"MINIMUM BELOW FINISH GRADE. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC, . ; . SURFACE SOILS AND SHALL BE LOWERED IF SUITABLE SOIL IS NOT FOUND AT } ELEVATIONS SHOWN ON DRAWINGS Gaughan Residence r;; s ,A Braidenview Architects PAGE 1 = a a _...:,-......_.:_......... .r,n._..: -...,... .. ..:.. ..:......_,,.,,Y ...:....x,s,_..�_..:.:Fin._...:=.3Ssti a,.: .cnss: - ....::_:......,, ,..... ., _ .. ... -/.. BACKFILL SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALL TO THE GRADES INDICATED. WHERE EXTERIOR GRADE IS ' MORE THAN TWO FEET BELOW SLAB,WALLS SHALL BE BRACED UNTIL SLABS TO WHICH THEY ARE CONNECTED ARE AT LEAST TWO WEEKS OLD. PIPES WHICH CARRY WATER SHALL NOT BE ALLOWED TO PASS THROUGH THE ' FOOTING. STEP FOOTING APPROPRIATELY TO ALLOW PIPES TO PASS OVER THE FOOTING. - ' CONCRETE CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WITH ACI 318. "BUILDING CODE REQUIREMENTS FOR REINFORCED ' CONCRETE", AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS",WITH A MAXIMUM SLUMP OF 4 '/Z INCHES. ' MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT THE END OF 28 DAYS SHALL BE AS FOLLOWS: MAXIMUM STRENGTH(PSI) AGGREGATE SIZE (IN.). ENTRAINED AIR M APPLICATION INTERIOR 4000 3/ - STRUCTURAL SLAB ' 4000 $/ 4-6 FTGS. & FDN. WALLS 3000 % 4-6 SIDEWALKS, EXT. SLABS NO ADMIXTURES OTHER THAN LOW RANGE WATER REDUCER WILL BE ALLOWED. CONCRETE SHALL NOT BE CAST IN WATER..USE TYPE II PORTLAND CEMENT FOR ALL CONRETE EXPOSED TO SALT. ' PROVIDE 3/ INCH CHAMFER AT ALL CONTINUOUSLY EXPOSED CONCRETE CORNERS. AIR-ENTRAINING AGENT(3%-6%) TOPE USED IN ALL CONCRETE EXPOSED TO ' WEATHER. REINFORCING STEEL ' ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST ACI.315 "DETAILS AND DETAILING OF CONCRETE REINFORCING. F ' REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60, EXCEPT#3 AND#4 STIRRUFS' TIES AND ELBOW BARS TO BE GRADE 40 MINIMUM. CLEAR COVER�OVER BARS SHALL BE AS FOLLOWS UNLESS . OTHERWISE NOTED ON THE DRAWINGS:' FOUNDATIONS 3 INCHES FROM EARTH ' WALLS AND PIERS 2]NCHES'FROM SIDES SLABS " .1 INCH FROM TOP Gaughan Residence Braidenview Architects PAGE 2 . LAP CONCRETE COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED EXCEPT AS SHOWN.ON DRAWINGS. CAST-IN ANCHORS: ASTM A-307 &SIZED/SPACED PER MA CODE REQTS ' RUC U T T RAL STEEL S FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE ' "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'%.AND THE "CODE OF STANDARD PRACTICE" OF THE RISC. WELDING SHALL CONFORM TO THE REQUIREMENTS ' OF THE"STRUCTURAL WELDING CODE" OF THE AMERIACAN WELDING SOCIETY. ALL STRUCTURAL SHAPES AND PLATES.SHALL CONFORM,TO ASTM A36 (UNO) ' STRUCTURAL TUBE.COLUMNS (IF REQ'D).SHALL BE ASTM A500, GRADE B. PIPE . COLUMNS SHALL BE ASTM A501 OR A53 OR B. ALL BOLTEQ CONNECTIONS SHALLBE ASIC SIMPLE, MADE WITH 3/a" DIAMETER ' HIGH STRENGTH, ASTM 325-X OR ASTM A325-N.BOLTS. (UNO) ALL ANCHOR BOLTS SHALL BE 5/8" DIA.IA307 BOLTS — UNLESS OTHERWISE ' NOTED ON THE PLANS: WELDING ELECTRODES SHALL BELOW HYDROGEN TYPE AND CONFORM TO ' AWS A5.1 370XX SERIES WITH PROPER-ROD TO PRODUCE OPTIMUM WELD.` WELDS SHALL BE 3/16" MINIMUM FILLET WELDS. ' PROVIDE ALL ANGLES, PLATES, ANCHORS, BOLTS, GIRTS, ETC. REQUIRED TO COMPLETE THE WORK AS SHOWN.:, ALL STEEL SHALL BE HOT DIPPED"IGALVANIZED IF EXPOSED TO WEATHER WHERE NOT SPECIFICALLY SHOWN BY DETAIL, CONNECTIONS SHALL BE BOLTED FRAME BEAM CONNECTIONS PER RISC. DURING ERECTION STRUCTURALSTEEL SHALL BE SECURED FROM COLLAPSING WITH TEMPORARY BRACING:` - ALL FRAMING SHALL BE ERECTEDTRUE`To-LINE, PLUMB AND LEVEL, AND SHALL BE TIED, ANCHORED, BOLTED`AND,SPIKED TOGETHER TO DEVELOP ' THE FULL STRENGTH OF THE ASSEMBLY; INACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING'CODE AT THE PLACE WHERE THE PROJECT IS LOCATED. ` ALL TEMPORARY,SUPPORTS AND BRACING SHALL BE PROVIDED AS NECESSARY TO STABILIZE FRAMING; AND TO SAFELY MAINTAIN ALL LOADS ' Gaughan Residence Braidenview Architects PAGES ,a .:e.,......:.. .. ....................... .. .. e..«_,.. ..a.h...e:..e 1.tLr V:^F'h:i:.. mr.,:etuu[a .l..eti.:.......,....._....-. .... ... _ ... .. i l ROUGH CARPENTRY ; ROUGH' CARPENTRY AND FRAMING SHALL BE IN ACCORDANCE WITH; ALSC:AMERICAN LUMBER STANDARDS COMMITTEE - SOFTWOOD LUMBER STANDARDS, ANSI A208.1 - MAT-FORMED WOOD PARTICLEBOARD, AND AAPA: AMERICAN PLYWOOD ASSOCIATION. r LUMBER MATERIALS ALL WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR OR SPRUCE-PINE-FIR (SPF) STRUCTURAL GRADE#2 OR BETTER UNLESS NOTED OTHERWISE. ALL WOOD SHALL COMPLY WITH THE' U:S.`DEPARTMENT OF COMMERCE AMERICAN LUMBER STANDARDS SIMPLIFIED PRACTICE AND GRADING REQUIREMENTS OF A RECOGNIZED ASSOCIATION UNDERWHOSE RULES THE LUMBER IS PRODUCED. WOOD SHALL BE FROM.LIVE'STOCK, THOROUGHLY SEASONED, ' WELL MANUFACTURED AND GENERALLYTREE FROM SPLITS &WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING':OR'NAILING. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19%,AT THE TIME OF CONSTRUCTION. PROVIDE SHEAR BLOCKING AT BEARING WALL LOCATIONS ABOVE JOISTS. LAMINATED VENEER LUMBER (LVL) SHALL BE "GANG-LAM"AS MANUFACTURED BY"LOUISIANA-PACIFIC", WEYERHAUSER, OR AN APPROVED ALTERNATE. MINIMUM FB 2950 PSI, WITH E = 2000 KSI.: - ' ALL STRUCTURAL FRAMING CONNECTIONS:UNLESS SPECIFICALLY NOTED OTHERWISE, "STRONG TIE"AS MANUFACTURED BY THE SIMPSON CO. IF ALTERNATE ITEMS ARE USED,:IT SHALL BE THE RESPONSIBILITY OF THE ' CONTRACTOR TO INSURE THAT THE ITEM SUBSTITUTED IS EQUIVALENT IN SIZE AND CARRYING CAPACITY.TO'.THE ITEM CALLED FOR. ' ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE TIED, ANCHORED, BOLTED}AND SPIKED TOGETHER TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY;:I'N ACCORDANCE WITH THE ' REQUIREMENTS OF THE GOVERNING'CODE AT THE PLACE WHERE THE PROJECT IS LOCATED. ` ALL FRAMING IN CONTACT WITH (OR'WITHIN 1 OF) MASONRY OR CONCRETE SHALL HAVE A PRESSURE PRESERVATIVETREATMENT (ARSENIC FREE) THAT IS NON-CORROSIVE TO METAL CONNECTORS AND NAILS IN THE PRESENCE OF ' MOISTURE. ' PENTACHLOROPHENOL, OR AN'APPROVED ALTERNATE.- NET RETENTION IS TO BE 0.40 PCF, IN ACCORDANCE WITH AWPA Gaughan Residence '-" Braidenview Architects PAGE 4 PENETRATION DAMAGE INCURRED DURING HANDLING, FIELD CUTS, FIELD DRILLING, ETC.ARE TO BE TREATED IN ACCORDANCE WITH AWPA. ' 1) PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL FLOOR JOISTS. BLOCKING SHOULD BE SPACED 4'-0" O.C. MINIMUM AND 8'- 0" O.C. MAXIMUM. ' 2 DOUBLE FLOORJOISTS OR BLOCKING SHALL BE PROVIDED BELOW ALL INTERIOR PARTITION WALLS. ' 3) SIZES OF WOOD MEMBERS ARE NOMINAL SIZES. ALL LUMBER SHALL BE SURFACED ON FOUR SIDES, UNLESS NOTED OTHERWISE. ' 4) STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING.` ' 5) INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS, PROVIDE Y2" AIRSPACE AT ENDS AND SIDES OF GIRDERS FRAMED INTO MASONRY OR CONCRFTE. WOOD SHIMS UNDER THE ENDS OF GIRDERS SHALL NOT BE. ' PERMITTED. 6) MINIMUM BEARING OF JOISTS SHALL BE 3". 7) JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE BUTTED AND TIED TOGETHER, OR NAILED TOGETHER WITH A MINIMUM ' OVERLAP OF 4"• 8) EXTERIOR AND BEARING' WALL CONSTRUCTION SHALL INCLUDE ADEQUATE RESISTANCE TO RACKING BY THE;USE':OF CORNER BRACING OR ANCHORAGE OF STRUCTURAL SHEATHING TO PLATES. HORIZONTAL BRIDGING REQUIRED AT 1/3 POINTS: 9) JAMB STUDS, EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, SHALL BE INSTALLED AT ALL WINDOW.AND DOOR OPENINGS TO FORM RIGID ENCLOSURE. z 10)FRAME ALL RAFTERS.OPPOSITE EACH OTHER AT RIDGE WITH TIES OR RIDGE BOARD. THE DEPTH OF THE�RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF THE RAFTERS. 11 PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL FLOOR JOISTS. BLOCKING SHOULDeBE SPACED 4'-0" O.C. MINIMUM AND 8'- 0" O.C. MAXIMUM., j ' - 12)DOUBLE FLOOR JOISTS OR BLOCKING SHALL BE PROVIDED BELOW ALL INTERIOR PARTITION WALLS.—*,:-': Gaughan Residence Braidenview Architects PAGE 5 : 13)SIZES OF WOOD MEMBERS ARE NOMINAL SIZES. ALL LUMBER SHALL BE ' SURFACED ON FOUR SIDES, UNLESS NOTED OTHERWISE. 14)STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. 15)INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS, PROVIDE /Z AIRSPACE AT ENDS AND SIDES OF GIRDERS FRAMED INTO MASONRY OR ' CONCRETE. WOOD SHIMS UNDER THE ENDS OF GIRDERS SHALL NOT BE PERMITTED. ' 16)MINIMUM BEARING OF JOISTS SHALL BE 3". 17)JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE ' BUTTED AND TIED TOGETHER, OR NAILED TOGETHER WITH A MINIMUM. OVERLAP OF 4". ' 18)EXTERIQR AND BEARING WALL CONSTRUCTION SHALL INCLUDE ADEQUATE RESISTANCE TO RACKING.BY THE USE.OF CORNER BRACING OR ANCHORAGE OF STRUCTURAL SHEATHING TO PLATES. HORIZONTAL BRIDGING REQUIRED AT 1/3 POINTS. 19)JAMB STUDS, EXTENDING IN ONE'.PIECE FROM HEADER TO SOLE PLATE, , SHALL BE INSTALLED AT-ALL WINDOW AND DOOR OPENINGS TO FORM RIGID ENCLOSURE. ' 20)FRAME ALL RAFTERS OPPOSITE EACH OTHER AT RIDGE WITH TIES OR RIDGE BOARD. THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF THE RAFTERS.PROVIDE HURRICANE CLIPS AT ALL RAFTER ' ENDS. ANY BOLT HEAD OR NUT BEARING-AGAINST WOOD SHALL BE PROVIDED WITH ' MALLEABLE IRON WASHERS;.ONLY AT SILL PLATES WILL CUT WASHERS BE ACCEPTED: ' FRAMING CONNECTIONS: UNLESS SPECIFICALLY NOTED OTHERWISE, "STRONG TIE"AS MANUFACTURED BY THE SIMPSON CO. ' IF ALTERNATE ITEMS ARE USED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE.*ITEM,SUBSTITUTED IS EQUIVALENT IN SIZE AND CARRYING CAPACITY TO THE.ITEM CALLED FOR. ALL FRAMING SHALL BE ERECTED TRUE'70'LINEj PLUMB AND LEVEL AND a SHALL BE TIED, ANCHORED,BOLTED hAND.;SPIKED.TOGETHER TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY, IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CODE AT THE PLACE WHERE THE PROJECT IS LOCATED. . Gaughan Residence Braidenview Architects PAGE 6 J, T.. ACCESSORIES BOLTING ANCHORS: "ADHESIVE -TYPE", OF DIAMETER AS NOTED. "HIT:", AS MANUFACTURED BY HILTI FASTENING SYSTEMS. ' "POWER-FAST", AS MANUFACTURED BY.THE POWERS COMPANY. ' 1. WHERE NOT SPECIFICALLY CALLED FOR, LENGTHS AND MINIMUM EMBEDMENTS MUST BE AS RECOMMENDED BY THE MANUFACTURER FOR THE'THICKNESS OF THE FASTENED MEMBER: MINIMUM.DIA. =_%" MINIMUM EMBEDMENT= 5" 2. DATA SUBMITTED FOR THE UNITS TO BE USED SHALL BE ' ACCOMPANIED BY AN ICBO EVALUATION REPORT, OR SIMILAR DATA'FOR THE GOVERNING CODE AT THE PLACE WHERE THE PROJECT IS LOCATED. SCOPE OF STRUCTURAL ENGINEERING SERVICES ' THE STRUCTURAL ENGINEER HAS-PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING SKETCHES FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE STRUCTURAL ELEMENTS IDENTIFIED.THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL'DETAILS AND LOCAL CODE REQUIREMENTS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER:..ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY.,-,, ' THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR ANY COMPONENTS NOTED ABOVE. RESPONSIBILITY FOR ANY.SECONDARY STRUCTURAL AND NOW STRUCTURAL SYSTEM NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER. ,. THE STRUCTURE SHOWN ON.THESE DRAWINGS IS STRUCTURALLY SOUND ONLY. IN ITS COMPLETED FORM. .THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE;BUILDINGDURING CONSTRUCTION. THE STRUCTURAL ENGINEER IS NOTRESPONSIBLE FOR, AND WILL NOT HAVE f CONTROL OF, CONSTRUCTION MEANS;;METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK. NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO`:CARRYOUT THE.CONSTRUCTION,WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS: ' Gaughan Residence Braidenview Architects PAGE 7 ' FIELD MEASUREMENTS AND VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE STRUCTURAL ENGINEERS RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ' ACCURACY AND NOTIFY THE STRUCTURAL ENGINER OF ANY DISCREPANCIES. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT ' MISLABELING OF DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL-NOTRELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR'INADVERTENTLY MISLABELED DETAILS OF THE WORK. THEY SHALL BE PERFORMED AS I'F FULLY AND CORRECTLY SET FORTH AND DESCRIBED.IN THE DRAWINGS AND SPECIFICATIONS. r 1 F` r t ' Gaughan Residence Braidenview Architects PAGE 8 t ATTACHMENTS 4 '> FOR INFORMATION.ONLY. INCLUDES EXCERPTSFROM MSBC ED. g� 1 1 r 1 i YJ:4 }Y k ( x k .. 780 CMR: STATE BOARD bt BUILDING REGULATIONS AND STANDARDS 5 THE MASSACHtJSETTS STATE BUILDING CODE 3606.2:4.1 Interior nonbearing partitions depth not to exceed 40%of a single stud Width. Any. Interior nonbearing partitions may be,constructed stud�:may.be bored'or drilled, provided that the . with two-inch-by-three-inch (51 mm by76 mm) ,diameter ofthe resulting hole is no greater than 40% studs spaced 24 inches (610 mm) oii.center or ;,-of the stud width, the edge of the hole is no closer ' two-inch-by-four-inch (51 mm by 102 ruin) flat than'S/a inch(15.9 mm)to the edge of the stud,and studs spaced 16 inches (406 mm) orr;`center the hole is'not located,in the same section as a cut or Interior nonbearing partitions;maybe capped with;: nofch. ' a single top plate: Exception:A stud may be bored to a diameter not' 3606.2.5 Drilling and notching-studs:Any stud in- exceeding 60% of its width, provided that such an exterior wall or bearing partition may.be`cut or"` studs when located in exterior walls or bearing notched to a depth not exceeding 25%, of its width ` <partitions are doubled and that not more than two Studs in nonbearing partitions may be notched to'a y ,3 'successive studs are bored. ' TABLE 3606.2.3a FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND DESCRIPTION OF BUILDING ELEMENTS . TYPE O. 2�4 SPACING OF FASTENERS FASTENERS ' ' Joist to sill or girder;toe nail 3-8d 1"x 6"subfloor or less to each joist,face hail 2-8d f 2 staples:12h" ' 2'subf1od r to joist to girder,blind and face Hatt 2-16d.. Sole plate'to Joist or blocking,face nail 16d 16d"o.c. Top or sole plate to stud,end nail Stud to sole plate,toe nail i-Sd or 2.16d - Double studs,face nail 10d 24'o.c. Double top plates;face nail 10d 24.°•c• ouble top plates,minunum 49-inch offset of end to joints,face,. , 4-10d nail in lapped area z ` Top plates,laps at comers and intersections face nail 2.1 Od Built-up header,two pieces with 1/2'spacer 16d 16"o.c.along each edge Continued header,two pieces 16d 16"o.c.along each edge it Ceiling joists to plate,toe plate. 3-8d Continuous header to stud,toe nail 4-8d Gil`llil ' /. Ceiling joist,laps over partitions face nail r 1",. 3-10d - Ceiling joist to parallel rafters,face nail 3-IOd Rafter to plate,toe nail :` 2-16d. P , 1"brace to each stud and plate,face nail °, 2-8d 2 staples.i I"x 6"sheathing to each bearing,face nail 2-8d I t 2 staples.13/4 1"x 8"sheathing to each bearing,face nail ?3-8d - At 3 staples,1s/." - Wider thaii'l",x 8"sheathing to each bearing,face nail 3-8d y. `4 staples,1)/a' ' Built up corner studs " 10d 24"o.c. Built-up girders and beams,2=inch lumber lavers l0d: Nail each laver as follows: 32:o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2"planks 2-16d At each bearing Roof Rafters to ridge,valley or hip rafters: 1 4-16d toenail {: 3 16d face nail Rafter ties to rafters.face 5 3/8d . DESCRIPTION OF DESCRIPTION p SPACING OF FASTENERS BUILDING 3 ,T 3� ' FASTENER : , '; Ed es'inches pp ). ' MATERIALS r.., tt ( ) Intermediate Supports (inches) t > Plywood and wood structural panels,subtloor,roof and wall sheathmg to framing and particleboard wall sheathing to framing s t " 6d common nail,(subtlgor wall)t: 6 127 8d common nail(roof) 19/,.-1" 8d common nail L.�-„S 6 127 r/° -l lh 10d common nail or 8d deformed nail 6 12 . 530- 780 CMR Stxth.Edttion corrected 9/19/97(Effective 2/28/97) , ' 780 CNM: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ONE AND TWO FAMILY DWELLINGS WALL CONSTRUCTION DESCRIPTION OF SPACING OF FASTENERS DESCRIPTI t . 1V AUIR�IG.S FASTENER�� Edges(inches) Intermediate Supports'.' (inches) \� Other wall sheathings ' '/i gypsum sheathing 1'/2'galvanized roofing nad ,' 4 '. 8' d common nail;staple galvanized I%z'long;1'/4'screws;Type W or S W gypsum sheathing P/4'galvanized roofing nail;8d 4 $ common nail;Staple galvanized, I ' long.I S/o'screws.Type Woe S Plywood and wood structural panels,conbination subfloor underlayment to framing ' '/4'and less 6d deformed nail,or 8d common nail'.: 6 12 ' ' r/e--1• 8d common nail or 8d deformed nail 6 12 VA,-1'/4' 10d common nail or 8d deformed nail 6 12 For SI: I inch m 25.4'mm,•1 foot o 304.8 mm,1 mph mJ.609 km/h: , 1. All nails are smooth-common,box or deformed shanks except where otherwise stated. 2. Staples are 16 gauge wire and have a mmununt.. 16 inch O D.crown width. 3. Nails shall be spaced not more than six inches o c at'all supports where spans are 48 inches or greater. 4. Four-foot by eight-foot or four-foot-by-nine-foot panels shall be applied vertically. . 5. Spacing of fasteners,not included in this table;shal]be'based on Table 3606.2.3a(1). 6. For regions having basic wind speed of 90 mph or.gre'ater 88'detotztted nails shall be used for attaching plywood and wood structural panel roof sheathing to fraaiiitg within urn 48-inch distance from gable end walls;if mean roof height is Fnore than 24-feet,up to 35 fat maximum 7. For reAns having basic wind speed of 80 mph or less,nails for attaching plywood and wood structural panel roof sheathing to'gable end wall framing shall be spaced six inches o c;.When basic wind speed is greater than 80 mph,nails for attaching panel roof sheathing to intermediate supp'orts'sh'all be spaced six inches o.c.for'minimum 48-inch distance I from ridges,eaves and gable end walls;and four inches o:c:to gable end wall framing. 8. Gypsum sheathing shall conform to ASTM C 79 and'shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 19.4.1 o�'ASTM C 208 . TABLE 3606.2.3a(1) I ` ~ ALTERNATE ATTACHMENTS SPACING'OF FASTENERS NOMINAL MATERIAL DESCRIPTION,,,OF FASTENER AND intermediate THICKNESS LENGTH Edges(inches) Supports(inches) Plywood and wood structural panels subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing y' s/ 0.097-0.099 Nail 1'/:" k : 6 12 f t6 Staple 15 ga l3/e t l7 Staple 15 ga l3/e 6 . 12 0.097-0.099 Nail 1'/z" 4'. 10 Staple I5 ga 1'/:" .'`. 6 12 and'/2' 0.097-0.099 Nail l s/e" , 3 6 ' 0.113 Neil 17 , t 19/si'`and S/o' Staple 15 and l6 ga;ls/e 6 12 0.097-0.099 Nail is/4.' 3 6 Staple 14 ga..1'/4 6 12 i and'/.' Staple 15 ga N/. .�:.:• 5 10 0.097-0.099 Nail 1'/", 3 6 Staple 14 ga.2 5 10 0.113 Nail 2'/4", Staple IS ga.2 0.097-0.099 Nail 29G' 3 6 Floor underlayment;plywood-hardboard-particleboard Edges(inches) Body of Panel Plywood r I I '/s"and s/ 1'h'ring or screw shank nanl mitunum 8 16• 12%:gk(0.0997 s}iaiik diameter t 1'/4'ring or screws nail rrtnntmum I 5 and�/a•1s/'',"and'/:' 6 8 12'/:ga.(0.099)shank diameter 'Y<< y„ s 4 4 1'/:'ringor screw shank nail mmunum 1s/3i.and s/e',1l/si and'74" g ) r 6 12 12/: a:(0.099 shank dnameter " 9/19/97(Effective 2/28/97)-corrected 780"CMR 'Sixth Edition 531 780 CMR: STATE BOARD,OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE -: 3603.6.6 Natural ventilation portion of the space to be ventilated at least ' 3603.6.6.1 General: Natural .ventilation of an F;three feet.(914 mm) above cave or cornice occupied space "shall be provided 6y',means:of . dents, with the balance of the required, windows,doors,louvers or other natural opetungs ventilation provided by cave or comice.vents to the outdoor.air. 3603.6.8.2 -Basements, cellars and crawl ' spaces: All basements, cellars which are not 3603.6.6.2 Ventilation area required: The used as habitable, occupiable space,and crawl minimum openable area to the outdoors shall be spaces,.shall be ventilated by openings in ex- 4%of the floor area being ventilated. tenor foundation walls,by openable windows ' 3603.6.6.2.1 Adjoining spaces.Where rooms or by approved mechanical means.Openings and spaces without openings to the outdoors or openable windows shall be located as near are ventilated through an adjoining room;the as practical to provide cross ventilation. The . unobstructed opening to the adjoining room openings shall be covered with corrosion shall be at least 8%. of the 7 floor:aria,of the resistant mesh not less than''/a inch(6 mm)nor interior room,or space, but not,less than 25 more than''/z inch(13 mm)in any direction,or ' square feet(2.33 in).The ventilation openings other approved screening which allows for to the outdoors shall.be based on the total floor ventilation except than when openable wind area being ventilated, r `. ows are used for basement orcellar ventilation, 3603.6.6.2.2 Bathrooms and toilet rooms standard window screens may be used as the .. See.780 CMR 3601.6.2,Exception: corrosion resistant mesh. 3603.6:6.23 Openings .'below :grade Note: Crawl spaces.shall,nor be used as an penings below grade shall be acceptable for underfloor plenem: q tural ventilation provided that`;the outside Exception: horizontal clear space measured perpendicular. I. Basements or cellars used as habitable, to the opening is 1'/2 times the depth below the occupiable space(Typically basements and average adjoining grade. cellars are not classified as habitable,.occu- ' 3603.6.6.3 Openings onto yards,courts or open piable space-see Definitions,780 CMR 2 areas: Natural ventilation shall-be providcd;by and. 1202) shall satisfy the ventilation openings onto yards,courts or other. open space °;requirements of 780 CMR 3603.6.6 or on the same lot. 780 CMR 3603.6.7,as applicable. 2 All.basements and cellars containing 3603.6.7 Mechanical ventilation solid fuel fired or fossil fired appliances Shall additionally satisfy combustion air ' 3603.6.7.1 General:Mechanical ventilation shall requirements of 780 CMR 3611.1 conform to the requirements of 780 CMR 36 and 3603.6.8.2.1 Opening size: Openings or otherwise to the .requirements of the' OCA op B enable windows shall have a net area of National Mechanical Code listed to AppendLr A `:not less than one.square foot(0.093 m'')for ' each 150.square,feet(13.45 m') of found- 3603.6.8 Ventilation of special spaces; ation floor.area.Where an approved vapor ' 3603.6.8.1 Roof spaces: Enclosed attics and retarder is installed over the ground surface, enclosed rafter spaces formed where cetlings'are the required net area of openings shall be applied directly to the'.underside of roof rafters, reduced to 0.1 square foot (0.093 mZ) for shall have cross ventilation`.for each separate each 150 square filet(13.95 m )and where space by ventilation openings that are protected vents are provided they shall have manually against the entrance of rain and snow -'The operable louvers... openings shall be covered with corrosion resistant Exception: Basements and cellars not 1 mesh not less than''/,inch(6 mm)nor more;than used as habitable,occupiable space shall { % inch (13 mm) in anY.direction, or other be provided with a minimum of four allows for`venUlatton sliding type, or awning type basement approved screening which . 3603.6.8.1.1 Ventilating area:'The minimum windows for every 1500 square feet of x _ required net free ventilating area for such.'-oof floor area,or multiples thereof,and shall- ' spaces shall be t/'u of the area,of the s apce be located,as near as practical,to provide P is cross ventilation- - r ventilated, exceputhat the minimum required t 3603 6 8.3;< Alternative mechanical area shall.be reduced to /300,provided that a r ; ventilation:Enclosed attics,rafter,basement, vapor retarder having, a permeance ;not exceeding one perm is installed'on the warm cellar and crawl spaces which are not venti side of the ceiling; or at least'S0% and'not lated as herein required shall be equipped with of the required ventilating aiea a mechanical ventilation system conforming to more than 80% ' 9 g the >requirements of .the BOCA National is provided by ventilators located in the upper Mechanical Code listed inAppendirA. " 476 780 CMR;Sixth Edition 2/20/98- (Effective 3/1/98) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ' ONE AND TWO FAMILY DWELLINGS-BUILDING PLANNING •(190 mm)minimum tread width at 12 inches(305 with a total rise of more than 30 inches(762 mm) mm) from the narrow.edge. All treads shall be abova: the' floor or grade below shall have-. identical, and the rise shall be no more than 9'/: guardrails;which may also serve as handrails,not inches(241 mm).A minimum headroom of six feet less than 34 inches(864 mm)in height measured six inches(1982 mm)shall be provided. vertically from the nosing of the treads. ' `i 3603 14:2.2 Guardrail ,opening limitations: 3603.13.6 Circular stairways: Circular stairways Required guardrails on open sides of stairways, shall have a minimum tread depth and a maximum balconies,porches,decks and raised floor areas, ' riser height in accordance with 780 CMR 3603.13.2 shall have intermediate rails, balusters or and the smaller radius shall not be less'than twice ornamental closures which prevent the passage of the width of the stairway.The minimum tread depth ;an object five inches .(127.mm) or more in ' of ten inches(254 mm)shall be measured from,the diameter. ` . . narrower end. Exception: Triangular spaces formed by the 3603.13.7 Illumination: All stairways shall be riser,'tread and bottom rail of a guard at the provided with artificial illumination in accordance open side of a stairway may be of sized to . ' with.780 CMR 3603.6,1 (exception 2).'. prevent the passage of a sphere six inches(153 mm)in diameter. 780 CMR 3603.14 HANDRAELS AND ' GUARDRAILS 780 CMR 3603.15 RAMPS 3603.14.1 Handrails: 3603.15.1 Maximum slope:All egress ramps shall , have a maximum slope of one unit vertical in eight 3603.14.1.1 l Handrails: Handrails having units horizontal(12.5%slope). minimum and maximum heights of 30 inches and 38 inches (762 mm,and 965 mm), respectively, Exception 1:The maximum slope of ramps for measured vertically from the nosing of the treads,, persons with disabilities shall be one unit vertical shall be provided on at least one side of stairways in 12 units horizontal. of three or more risers.Spiral stairways shall have, -•Exception 2: Where access for persons with' the required handrail located on the outside `` disabilities is legally mandated, ramps shall be radius.All required handrails shall be continuous'; constructed in accordance with the requirements the full length of the stairs.Ends shall be returned of 521 CMR as listed in Appendix A. Ic or shall terminate in newel posts or safety ;{. terminals.Handrails adjacent to a wall shall have:':. J 36 115.2 Guardrails and handrails: Guardrails a space of not less than 1%i inches (38 rnm) shall be provided on both sides of all ramps and shall between the wall and the handrail. b'e constructed in accordance with 780 CMR " }360'3.14.2. Handrails conforming to 780 CMR Exceptions: 3603.14.1 shall be provided on at,least one side of 1. Handrails shall be permitted to be all ramps exceeding a slope of one unit vertical in 12 ' interrupted by a newel post at a turns horizontal(8%slope). i 2. "The use of a volute, turnout or starting lowest tread Exception 1: For persons with disabilities, easing shall be allowed over the handrails shall be provided on both sides of the 3603.14.1.2 Handrail grip size: Stairway ;:gip"when the vertical.rise between landings handrails shgl have a circular cross section wtth exceeds six inches... an outside diameter of at least 1 i/4 inches and'not Exception'2: Where access fqr persons with v greater than two inches. : disabilities is.required by statgte, ordinance or R ' Exceptions: bY law�8��ils and handrails shall be provided ' _ 1. Any other shape with a perimeter in accordance with the requirements of 521 CMR dimension of at least four inches but,.not ,as 1 isted'in Appendix A.. , greater than 6/4inches (159 mm) with the largest cross-sectional dimension not 360315.3 Landing required: A minimum three- '.,:'foot-by-thrie,fbot (914. mm by 914 mm) level ft exceeding 25/a inches. janding shall be provided at the top and bottom of ' 2. Approved handrails of equivalent graspability. ramps where doors open onto the ramp and where the ramp changes direction. ' 360314.2 Guardrails: ' Exception 1: Ramps required for persons with 7' ` disabilities shall not have a vertical rise greater 3603.14.2.1 'Guardrail " details: Porches,". ;. man 30 inches between landings. . r balconies,decks or raised floor surfaces located more than 30 inches(762 mm)above the floor or Exception 2: Where access for persons with grade below shall have guardrails not less than 36 disabilities is legally mandated, landing inches (914 mm) in height. Open sides of stairs requirements shall conform to the requirements of 521 CMR as listed in Appendix A. 2/20/98 (Effective 3/1/98) 780 CMR Sixth Edition ' 479 ' ti ' . I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 r Parcel -067 Permit# q0 Health Division fy Date Issued Conservation Division/'s it 9��5/00 (' � / ��,. ��N4?ASIAV) Fee Tax Collector 4.2 SEPTIC SYSTEM MUST BE Treasurers INSTALLED IN COMPLIANCE Planning,Dept. WITH TITLE 5 ` - ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS f.. Historic-,OKH Preservation/Hyannis Project Street Address Village L off /�!4a Owner Air4f_ Address _ 9'7 oK,�l ��o-te Ar4/�of / Telephone 1712 ?26?6 Permit Request Square feet: 1st floor: existing_ proposed �zy 2nd floor: existing proposed Total new Valuation F� .0 Zoning District Flood Plain Groundwater Overlay Construction Type Gc 04 s'G�9✓�i� Lot Size i�� ' Grandfathered: ❑Yes 0/No If yes, attach supporting documentation. . Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Zryaj- Historic House: ❑Yes' II]- o On Old King's Highway: ❑Yes 0410 Basement Type: mull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) y Number of Baths: Full: existing 2 new ® Half:existing 0 new Number of Bedrooms: existing; new 0 Total Room Count(not including baths): existing rD new I First Floor Room Count Heat Type and Fuel: ErGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes BIN"o Fireplaces: Existing ✓ New Existing wood/coal stove: ❑Yes W10 Detached garage:❑existing ❑new size Pool:d existing ❑new size Barn:❑existing ❑new size Attached garage:Ulexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes El No If yes, site plan review# Current Use �Zs c 2klilr w Proposed Use rr BUILDER INFORMATION Name s �r q� KA �Ivq�q Telephone Number 7 yT3-2- Address rr' 1© �f License# `"t y igon� 4 O LLO0 I Home Improvement Contractor# Worker's Compensation# so (w �o 12/ Z ] ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ��2�►c�Jf1, d��o n:l� I SIGNATURE DATE 0 FOR OFFICIAL USE ONLY - ERMIT NO. _DATE ISSUED MAP/PARCEL NO: f' !may{ ..8;" - a .4 t .. - •_ `• y. _. i ADDRESS, ' VILLAGE OWNER DATE OF INSPECTION:^ - + •` ..� "'-' FOUNDATION FRAME INSULATION �� v �`� - R • " •- FIREPLACE `. ELECTRICAL: :`ROUGH , y L FINAL PLUMBING: ROUGH"' "" FINAL - = �r x GAS: ROUGH'? 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I tmdersssmd that a 'aftm a to accta a eo�erale intSte form oia SLOP WOM OBDF�aad a tbse of 5100.00 a day a=ainst )ne years'lmprieonmeot n weII sa d�D pemlties ottbs DlAfor sae�esrldn� statemrst may be forwarded to the OIDoa of opy of this formadon pnnjad above is trne artd coned do herebyC9,7 =der P andP Daft tname omcw use only do not write in tbis am to be eomple by city m•tmm aMct$ �dtllteease!! ' ❑Buffing Deparsa►eat pLicensing Board d7 or town' [:)Selectmen's OMce copse b required ❑Health Depzx=ent LJ checkifitnmed�� C]Mer_.—, Phm'e#; conuct_person: Information and Instructions all employms to provide workers' comp�ation for their . General Laws chapter 152 section 25 requires as givers,person in the service of another under and can-.'. sachuseA quoted from the law„, Mptoyee is defined rlo�•e•�. As 4u lied, oral or written. ire. -press or au imp or any two or more of association, corporation or other legal eatrty, or the rer:l�•er er annership, ed employ er, ,nooyer is defined as an individual,a and including the mpres� of a deceas Hoak the owner of a -so engaged m anoint eaterpru ' or other l e�loying employees. dR•el3ine house of ior.._ ing ship,association ea ui *=1n,or the occupant of the ;tee of as individual;7 P �who resides grounds or more than three aParr<neats work on such S house or on the :Ming house having not �s�netien or mpg Persons to do mains n== be deemedto bean employer. ;her who emtpl°ys*P=W S&Z not because of such CaO°3mcnt ,dine apP �t __. .. sj hold the issuance or renewal state or IocaT T•kOm- 9:4 c9 applicant who has 152 section 25 also states that every as in the commonwealth for neither the 1L chap operate a business or to construct bu ildings s license or permit to op the insurance coverage Te4d• of public work until produced acceptable evidence of compliance s �� forth:p ented to t coIIaa p of its political subdivisions of this Dave been Ares ;,:nonwealth nor an3' :notable evidence of campy withthe insistence _ p homy, ] / cants srm,.dm and, to �pL msaztiau aka*compla*y by cb�g�boR cx as aIl davits may be 'nse a�in w0 , �Ph=numbers alM�a�� Also be sure to sign and .2plVMS c�P=3' of IndustrialAcad�for a the permit or license is :emitted to the Dep should be zed m the aLY ortowat �, s regarding �a"or if�'ou T� Should Y!oamy:te the afndavit. ��o f Acadetns' caIl the ep�attbe mmaber listed below. n; ,not the DP— . • P D . a ems• �pmsats,onPOW, -�...:;_.... °.,.._..: .. �//'>�: Muiredto obtain - - ire,,,,,/"/F fthe "ity or Towns a spy atthe bottom o � y�ly. TI�e Departmc�has P1° �aPPhcaat. Please ease be sure thatthe a$id*is� p f has to contactyou be rearmed fe 003=adavit for you to fill out intbe a which be sssed as as p msmber. The affidavits may er sure to fill lab p CM hacve beeamade. ,�Denarimeat y AX and should you have any Questions. - Office of Investigations wosild like to thank you m � fcw You.coop�� give us a call. r s-- do not heSltate /Z number.Z/ / lehn ax Depart�s address, The Commonwealth Of Massachusetts DeP artment of Industrial Accidents amce of IM MSUgations • 600 Washington street Boston,Ma. 02111 fez#: (617)77.7-7749 a. t61717274900 ezt 406, 409 or 375 lid CMR wpp=ir J , TabialSZ.Ib(mas�aIIe� PresaiPt � �for Oar sa Two Fami�►Rmldv �HaUWV$ested with Fossil FneL MINIMUM FFea�s��6 Q;](YI) Wall ,um � Epigm= Effsci=cy, � 1)-value R.valaa' , Rrvaiues R value FP.== 5701 to 6300 Haab 1>e�D:� 6 Normai Q 1Z'1. 0.40 31 t3 19 10 6 Normal tZY• 03Z 30 i9 19 10 6 1S AFUE U i9 10 Norte g iZi6 030 t3 N7A NIA T 1SY. 036 31 to 6 Normal U 1Sy5 Oaf6 3i 19 19 NIA - 1'UA 15 AFUE v 159A a44 13 6 1S AFUE 19 19 10 Normal W 15% Q S2 � NIA N/A 19% 032 38 NIA N!A Normal TY 11•iL OA2 '3= 1 � !0 . 40 AFUE I3 19 66 90 AnM Z 11•/. � � AA 18•/. Q30 /,gw / I. ADDRESS OF PROPERTY.. 2. SQUARE FOOTAGE OF ALL EXTEMOR WAI.I.S: 3. SQUARE FOOTAGE OF ALL GLAZIMO= 4. a/a GLAZING AREA 03 DIVIDED BY#4 S. SELECT PACKAGE(Q—AA•Se cb=abmv - NOTE: OTI�R MORE INVOLVED FOR OFD G ENERGY REQUn'EMENTS ARE AVAILABLE. ASK US FOR'IIIIS IlIFORNiATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-foams-080303a 7S0 Cti4R Appendix J skylights. and d (including slidma glass doors, skyIt_h Footnotes to Table 1 -'-�lbtetnblies (• cross wall Glazing area is the ratio of the area of gig space,but excluding opaque doors) to the that enclose conditionedbe excluded from the U-value requirement. basement windows if located a wallsUo 1�o of the torsi glazing area ma may with d fr ft of glavtig area- 1 as a perceardg ' P a building A with area. _ 1. be excluded from For example,3 f of decorative glass maY =tedand documented by the manufacturer in accordanc- Afrer January 1, 1999, glazing Un Ratinge � ust dam, or taken from Table J1.5.3a. U-values are for the National Fenestratiau�cannot be used. whole units: center-Of-glasse a raised or o�► =d �s construction. If the insulation achieves the full The ceiling R;values do not ass m ion, R-30 insulation May be substituted for R-38 or walls without compress Y of cave insuiation thickness over the exsert for R-49 insulation. Ceiling R values represent the sum �' insulation and R-38 insulation may For v Ceilings, insulating sheathing must be placed between insulation plus. insult d sheathing Portion of�the rood Do not include the conditioned sp inOWoa plus insulating sheathing (if used)- ER, i cat the sum of the wall mY ent could be met EITH Wall R•values repres For e�npie,an R 19 requirem l to exterior siding, structural sheathing,and interim' kh�ing• Wail requirements aPP Y R-6 insulating by R-19 cavity insulation OR R-13 cavity im�sr d2dm P but do not apply to metal-frame construction, wood-lie or mass(concrete,masonry,log)wan �' ( as unconditioned crawlspaces,basements, `Tn.- floor requirements apply to floors over un ��ss 1 . or^_rrges).Floors over outside air must �raluireman average depth less than 50%below grade must • — - e Windows and sliding Paris doors of conditioned inc _nitre opaque portion of any as above-ire wa11s' requirement the same R-value requirementBasement doors must meet the door U-value re4 b..;ements must be included with the other gb& d_scribed in Note b. are for tmh�slabs•Add an additional R 2 for heated slabs. plan to install more Tne R-value requirements heating��pliance approach 3,4, or S. If you ' If the building utilizes electric resistaz�� p�of cooling equipment, me equipment with the lowest than one piece of heating equipmentby the selected package- orexceed the efficreacY ortown see Table IS.Z.Ia For Hearing Degree Day requirements ofthe closest city NOTES: Insulation R-values are minimum acceptable levels. al Glazing areas and U-values are maxtmt®aP�do m shin components. R-value requirements are for f udaaon have a U.value no greater than 0.35. Door U-values must be tested b) Opaque doors in the building envelope a with I1F'RC ust procedure or taken from the door U-value and documented by the manufacaner m gngate U-value rating for that door is not available, include the e door U-value to determine compliance of the door. in Table J1.5.3b. If a door contains glass and use the opaque its area of the doorwith your windows cnt CLC,may have a U-value greater than 0.35). Ore door maybe excluded from this requrrem or crawl spy wall component includes two or more areas with c, If a ceiling,wall,flour+basement dam' wei ted average It value is greater than or equal to area- 1 if the area-weighted average U- diiter;nt insulation levels,the component tromp �door components comply the R_�•aiue requirement for that component- Glazing uireatent(0.35 for doors). value of all windows or doors is less than or equal to the U-value req pTMF T 0 �� own of Barnstable STAB The T �$ Department of Health Safety and Environmental Services �pTE059. Building Division 367 Main Street.Hyannis MA 02601 Ralph Crossen Office: 508-862-4038 Building Commissions: 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: �� Estimated Cost �Gt c Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law OJob Under SI.000 ` ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: UNREGISTERED OWNERS PULLING THEIR OWN PERMIT OR DEALING WORK DO NOT HAVE CONTRACTORS FOR APPLICABLE HOME I11�R0MENT ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the ag t of the owner. Registration No. Dace Contractor Name OR Date Owner's Name ES TIMA TFD PROJECT COST WORKSHEET Value ,IVING SPACE �� z s feet X$115/sq. foot= �� (high end construction) /1 q s feet X$96/sq. foot= (above average construction) - q (average construction) square feet X$57/sq. foot= II�TIS ) square feet X$25/sq. foot= JARAGE a NF _ PORCH square feet X$20/sq. foot square feet X$15/sq. foot BECK • OTHER square feet X$??/sq. foot= Total Estimated Project Cost r -40 00 , o a I V) D O n- - - Izztz - - - I 01 ' 01 ILO Q4 00 p a I o� v ➢ _ - �002 � f CL n Y T. c � Y 5 `\ ... ..'.�...._.... ...� = ✓k &mvneaiuuea o�✓�aaaaclzuarlta," BOARD OF BUILDING REGULATIONS License,.x,CONSTRUCTION SUPERVISOR�"`4. Number CS 000027 ^k Bir" iiII 0l/30/1953 pires 01/30%2002 Tr.no:' 14760 Ex Imo" Restricted I y. STEPHEN M HOLMES r h�f PO BOX 2537/110 ROSAY-LNG�a HYANNIS MA 02601 nistrator Adm� ' � 7lie CJomvn�arzurea/,l�e o�,/�/waac/uiaella HONE IMPROVEMENT CONTRACTOR Registration: 103479 Expiration:. 718102 Y. Type: Individual STEPHEN H.HOLHES Stephen Holies PO Box 2537 14 Bacon R ADMINISTRATOR Hyannis HA 02601 .._ ..y+..-r.-.-=r,.,y...=a.=+.-v-, .a�,,..�„s,i,.:jt.:."4,.e,>J•rtia+3.:';,.�,•y,'�,>r.,i+rrA..YIr�,�,{t�?'�it`�ey'�N'.'M,SI.Zadsl�"� �.:.:.w:.'-yn�'.+r',,:a'ffi .•r�+*•tiT.•�++so*�.^e..�'.•ti.e=r---"'--,:�;,.,��rX*..w�k vv-.I.�a4.."., The Town of Barnstable + BARNSTABLE, 1MAB& Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: AV x Map/Parcel: Project Address: Builder:_ ,�� _, The following items were noted on reviewing: . V 1 Please call 508 862-4038 for re-inspection. Inspected b : --- r y �—��- Date: f'2z 00 D q:building:forms:review C�n� 9M6/0 0 Sunr-oom _ �,p,�S MORTGAGE INSPECTION NORTHERN, ASLAN s4Z AfP,VA rN Anna®V q VA c�� o rEc ASSOCIATES,C , INC.' I� 4 4490 PAX° l9781 474^��1�7 d4®RTCAGd=R: St�5AN GAUGdiAN BURNS y LOCATION: aY LIA04 LANE DEED REF. CITY, STATE: ®AFP CTF 149404 NS1'ASLE C PLAN OATI: 1999/O9/2� �NrERV9L��),. �A _ :.. SCALE. 37,4 8-C JOB 9907909 N/F POWER N/F CROSBY i 11A 0 lPCDO�1d0 STY W/F LOT 22 LOT 20 (,ce 10( 40 45.72 00, .. LIAM LANE CER 1FdED TA. ONC, JwORTt3AGE ° T 1'a vsertoage Inspaatlon wee prel+ "d ?e4314e411y ter aertgapo purposes atvly ►prl Ni et,lve sttvrc+r a la ° o, is iae rg3Set w®pn es a lend or prolserty B 9 eksatlwn ass prml°aa'en) in aaaorgsnam rta �1Yvey" woad for. reaardin tN O! mat" tho ToolevlenY Atnntfanln Pnr a!n°rras+,o Coon vedrlpt ions o ®+ preper$nO dead anal,v!u61nt°e na aAo 4 46. 6'ADdlr v atetatruetlarv. reO aarttere v+ara atar�lsl,vaaiwt of I+r®Pooej^n4110Knglnaurasette swnert aB Dcate o end attaets erg fswreaynre ISO an" atta. nn+l L,osid aprallSaetieiq located ax° nd ra t 'a abtvp speeSt3eoDDp Oar raping doter neblan CARMN D Or aor stpte that 11, ay rrufasalonn °Dy and aYo nae to be weed to got A, pvaparcy D` AVA the otPrvAtuP'YY ahov4° aoninyev +.11h tho 3atnD1frunlnyeharlaenYsl Ines. 4ha patters Sbvwn liege*% ere booed Do 'NA VA Cxlvlalel ecthsak ragwirewof It at t!°s tleva el manetruat/ae e, ISontmRuanlahed 4nrorevrtlen oyes sey he oubAoet O. 8 wrs t+reapt uvrrAer peav4alstve of N.a.t. C ° IeR43aeR eOtl•amlee teRinga, eaaopantq end rl he0 ! llig ai• lO-A ago. s. •` °Gayya an# other eigil 4s or vaeord and 0 e ��p®_,t�iW �A.riOjl+arty/lfeta®e Sm fEO� $n • 110059 13Ajat•®, . ataar r•i9►"to, Inc. 0Slptivs T �` f.11l,l°Ipg46�ty/IlOu10 !a-in a rJoed 1Se8ard Araa. 1ep0aaellallfty harolnttoYtherrDnjd own ecaularPt,� .aepet .0 ram + &�'�4iA��® ��=txaCsarma0lon i5 !3°gnY�6alant to daearlala,a ISsnue b eu �sd®l.lty ton t++saesl raeu7¢a4 trod Nei Flood lla ord. y it p Rlfen ens matt pergyef,01 end its sss1Ire F1604 3162atd daterselneel [ran Detest tagosfl T ppq rea°neae rvn ><3tr. its pGapa®md svort0oga Pl.nsr+ajryas •rr0 aor yes r. - Flat*, TIa$ 'a va/taD "q 7,nne r ` d I oo5 s C9 . s � 20 N - a �°, �/ 3MoFs- { i � f t > t t f { i \ 1 i j f t } 3 I i E 3� I� 1 � S � i a I f o i i \ 11 I ti t t 4 i i - i t t i b coy -�►�. Rao Ce i !5 To l- 2VT COPA4,41LOAL 3� h Sv I,410 Vvw '��12,�� x I �'' ICE � n� �(��vvl• � ,�-��, . f X 10 p?vice 7vl � Cot �lY • • j V � . a y e V e\ I t f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map % - 7 Parcel ® � Permit# Health Division Date Issued Conservation Division Fee 4--� Tax Collector yy� Treasurer ///��G._� Planning Dept. f Date Definitive Plan Approved b Planning Board v �✓ pP Y 9 Historic-OKH Preservation/Hyannis Project Street Address 13 / Village l��'/�/ �/ �� c,2,6 3L " OwnerS�_ Tllh/ E Gc^4y� Address Telephone o Permit Request24I4,,J Z/Zo C2— ex) rxalP ,VPr �ll�-eej,If /gCl/LT Square feet: 1 st floor: existing proposed ' 2nd floor: existing proposed Total new h 4 00 Zoning District Flood Plain Groundwater Overlay Estimated Project Cosf ' Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family P3 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Ulo On Old Kin 's Highway: ❑Yes O'I�o 9 g g Basement Type: Full ❑Crawl ❑Walkout ®'Other / G/Z YN � I"( Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2-- new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing (p new First Floor Room Count Heat Type and Fuel: 9'Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes RO Fireplaces: Existin New ✓ Existing wood/coal stove: ❑Yes Flo Detached garage. xisting ❑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 BUILDER INFORMATION Name G wrti Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE FOR OFFICIAL USE ONLY .} 'r PRMIT'NO. ' x DATE ISSUED { MAP/PARCEL NO. z .4 'ADDRESS VILLAGE , F OWNER ; DATE OF INSPECTION: •4 FOUNDATION - f .FRAME < INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 4 i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT - £� ASSOCIATION PLAN NO. r - s °F RE 11, The Town of Barnstable "• BMMSPABLE, • 9�pMILS&; s � Department of Health Safety and Environmental Services1659 f Building Division t 367 Main Street,Hyannis MA 02601 ' Office: 508-862-4038 Ralph Crossen Fax: 50&790-6230 Building Commissioner 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: tee_ Estimated Cost Address of Work: 14/ 3 Owner's Name: Date of Application: g I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑B Ming not owner-occupied [7wner 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 PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. Arl OR . S�u C_ Date Own is Na e q:forms:AfSdav The Commonwealth of Massachusetts Department of Industrial Accidents -} = ONCO of/firest/gat/oos 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance davit name: 'v location 97 citV �" s �� hone# - I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity %/%%%%%%%%/%%//%///% '��/%00%'��/////////%//%D%%/%/////% /%///%%/%-----%/%%%/--------- I an employer din workers' compensation for my employees working,on this job.:::: cum any nam s s:. #.:. D ran e . city. ;::::'& :::......:::...:...: :: oil;: ;;::;: insurance co. ❑ I am a sole proprietor,general contracto or homeowner( cle one)and have hired the contractors listed below who have owin workers'compensation polices: the f g ....................... ........ .:...:::::. ::::::.::::.:.:. ::..:...:::,:,::.:::::.......: ......:..... .:.:.::::::.:::::.:::... ::::::::::::.::::.:::::::;:.:: com anvname: ad are .:.. . .................. ;; ... ::::::.............::::.............. ... .....:,:,........:::..:�...........::..�::::::.::::::.::...:........:.........:,............ . ...... hone.#........ .......,,.......::.::.::...:::::...::;;:.�:::::..: ......:: ::.::::::..:::.::::::...... ....................................................................................................................................................................................................... =::t:::r':'5: ............ ••;::i;;:;;;;;:;5 :..:.:.:.:...:: ... ss are ad :..... one .......... ..................................... ................... ...:�::::v:.:�::rxw::::::::.�.�::::::::ti:i:•.�::......................v::::r:non..........,.....:........................... ;#.....:.;.;.:.::::::?.;�..;::::...:::.::. :..;. Failure to secure coverage as required under section 25A of MGL 152 can lead to the imposition of crirnimal penartin of a 6ne np to SI,500.00 and/or one years,imprisonment as wen as"penalties in the form of a that a copy of Misstatement may be forwarded to the Office of Investigations of the DIA for coverage veriScadon . I do hereby certify under the pains and penalties of perjury that the information provided above is true-and correct / Signature # *0` Print name official use only do not write in this area to be completed by city or town offldal City or town: permdt/licerue 0 OBuilding Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office . ❑Health Department contact person: phone#; _ � u—�— (Ievued 9/95 PIA) i i f i t i F 44 7 i a O� .0 �r -- -- •_ _ --_Y'_ IAI i- i 9 FD J�tod✓ Office: 508462-4033 Ralph Crosse.^. Fax: 509-790-6230 Building Comm" Ho11EONVNER LICENSE EXEMPTION Please Print DATE: I JOB LOCATION: utmsoer / sweet village 'HOMEOWNER7.,_ - �e home phone 0 moors phone A CURRENT MAILING ADDRESS: city/umn slam up cove JU cu:rtmt exemption for 'was extended to include Dwrt`ied dweilintn of six units or less and to allow homeowners to engage an individual for hire who does not possess a lictmse,'ro�ic d that the•±wrier at:tS as rnncrvteet. DEFINMON OFHOMEOWMM Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one ortwo4mdy dwelling,attached or detached suutnures accessory to such use sadlor faun suucmres. A person who cousun=more than one home in a two-year period shall not be considered ahomeowner. Such"homeowner'shall submit to the Building Official on a form acceptable to the Building Official,that he/she Snail be=nns'ble fora t ench wm*t+erfmmed imderthe buildint,"ermit. (Section 109.1.1) The unde:sigaed"homeowner'assumes rtsponstbility for compliance with the Slate Building Code and outer applicable codes,bylaws,races and regulatiaziL The undersigned"homeowner'testifies that he/she understands the Town of Barnstable BuiIdiag Deparent minimtun inspection procedures and requirements and that he/she will comply with said tm rg�edttres and requirements. S� Slgnazu a of Homeowner Approval of Building Official Note: Three-famtTy dwellings containing 35,000 cubic feet or larger will be required to comply wish the State Building Code Section 127.0 Co MIC ion Control. HOMEOWNEI s EawnoN ne Code s%z=that: "Any homeowner paf m=g vwk forwhich a building permit is rtquired shall be ezemnt from the provision:of this section(Section 109.1.1-I.icen jag of coutunction Supervisors),provided that if the homeowner engages a person(s)for fire to do such wort ihausueh Homeowner shall act as supwA=" the responsibilities of a visor(see May homeoumers who use this exemption=uosa►ate that they am anumin8 respo su er p %. Appendix Q.Rules A Regulations for i3censing Consauction Supervisors.Section 2.15) This lack of awan~ness often results in serious problems.parucciady when the homwwncr him unlicensed persorss. In this case.our Board cannot proceed against the anii=sed peon as itwould with a licensed Supervisor. The homeowner arcing as Supervisor is Wdmarefy responsible. To eastae that the homeowner is fully aware of his/her sssponsibiiitles.many conmtunities requ'M as pan of the Pendt applicavoa,that the homeowner cerufy that brishe understands the responsibilities of a Supervisor. On the fast page of this issue is a form tatrmntly used by several towns. You may care to amend and adopt such a forlWecitiftcation for use in your community. QYORMS:E.YE.'yIP N eering Dept. (3rd floor) Map _1 ,7 Parcel �� , 0�� # /r ,F House# Date Issued -f -Board of Health(3rd floor)-(8:15 -9:30/1:00-4:30). I Conservation Office(4th floor)(8:30- 9:30/1:00-2:00� Planning Dept. (1st floor/School Admin. Bldg.) SEPTIC SYSTE Definitive Plan Approved by Planning Board 19 INST' - �IN E MRR E E N AL '9 , TOWN OF BARN5TA ND Building Permit Application REGULATIONS roject Street Address E2 A !0 n-7 Village ' 8 V i Ile- M,4 0.2 L 7� /�, Owner i�� f' e � y�> L. UO'f ei1 Address t' / /'ei na Telephone d P P- `j el 6 v Permit Request S"I�z First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ 4�7J Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family units) — Age of Existing Structure 00-tom Historic House ❑Yes No On Old King's Highway ❑Yes No Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing _ New Half: Existing �_ New No. of Bedrooms: Existing New Total Room Count(not including bat ): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas--" Oil ❑Electric ❑Other Central Air ❑Yes No Fireplaces: Existing New �� Existingwood/coal stove Yes o ❑ Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) o ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) • ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name ._L'4 "s L d yr S 7, L U Telephone Number I Address y p,^Vy pi- �Si e? �C IV. - License# Ca 40 711/a Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `1-4J,,a- g Z� DATE BUILDING P MIT DENIED FORT E FOLLOWING REASON(S) NAA S �`. FOR OFFICIAL USE ONLY PERMIT NO. j DATE ISSUED " _ t MAP/*PARCEL NO. " �« F - y' ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION FRAME f INSULATION FIREPLACE ELECTRICAL: V'UGI FINAL PLUMBING: @J, x w FINAL GAS: QIr� Y, FINAL tr�FINAL BUILDING;a 3 DATE CLOSED OUT ASSOCIATION PLAN NO. THE - The Town ,of Barnstable MASM• .�txsr�stE. • 9 �e� Department of Health Safety and Environmental Services TE1 �. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT i 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. V,<4 - - Est.'Cost o a Type of Work:��j�p�.� r..�.�1 r�r �c�a�a .= Address of Work: d Owner's Name )0"-4 1"r �.�f`C kill, Date of Permit Application: J/7 n1 1/ 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 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 PENALTIES OF PERJURY I hereby apply for a permit as the agent o the owner: 6/ Date Contra/tor Name Registration No. OR Date Owner's Name WIS ' The Conrnton svealth of:1 tascach usctts w , ,,.ii --��•�w Department of Inditstrial.4ccitierits ;;' _ • Ofliceol/nvestlgat/ons h(!0 !f usltin,tun Street • ;�" Boston. A1u.Ys. 0 111 Workers' Compensation Insurance Affidavit �lililic�intinformatioti• �• Please PRINT le�j�j'�y_'"�'"'""�•"��' �� • + •� b _. name• C_._tzaxT n lnc•ttion• 7fV /1 e`rel Ave i city e /,Q 4( 7 o f 1--k- - aZ 5'/ d phone / �DIJ ' ��3`9,�',?Z I am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity �.�_. .....�•t.r.�.AIN V/...•.'a�sTl•Tom„l.'1��7T.w��lf�aw�.r�aw�.�..�.r��.`•�w__...w•�......�."�._....___... 7 1 am an employer providing workers' compensation for my employees working on this job. enomanv name! addretr. city ,Shone�: insurance co noliev 0 [1 1 am a sole proprietor, general contractor, or homeowner(circle otte) and have hired the contractors listed below who have the following workers compensation polices: comn•rnv nntne nddr"s- cin•• phone#• in5iirinrr rn nnlict•# _ comnlnv niinr• addresc• rite ohnne i!• incur•tnce co nolic�•tt additional sheet if n cei es rry ;: �, ---=• •a... .y.i v_..r ...Ji•..:a�y S,..�. c.,, .. !.•;� Attach additi Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties 01•2 line up to S1.500.0U andior one cars imprisonment:u well as civil penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a dad•against me. I understand that a copy of this st:uctnent may be forwarded to the OMcc of investigations of the DIA for coverage verification. I do herehr cerrift•tender the pains all penalties of perjure•that the information provided above is true uud correct. Signature Datc �A� Print name ' Phone# rc ,tTicial use univ do not write in this area to be completed by city or town officiality or town: permit/license# r'1tluilding Department ❑Licensing Board ❑check if immediate response is required ❑ Selectmen's Office ► ❑11calth Department contact person: phone#: rlOthcr i- Information and Instructions Massachuscits General Laws chapter 152 section 25 requires all employers to provide workers compensation for their employees. ,As quoted from the -law an cnrpluree is defined as every person in the service of another under any contract o(,lXire, express or implied. oral or written. An ennph rer is defined as an individual. partnership, association. corporation or other legal entity. or any two or more . the foregoing cngagcd in a,joint enterprise, and including the legal representatives of a deceased empiover. or the receiver or trustee of an individual , partnership. association or other legal entity, employing employees. However the owncr of a dwelling house having not more than three apartments and who resides therein. or the occupant of the dwcllina house of another who employs persons to do maintenance , construction or repair work on such dwelling ttous or oil tine _rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL clt:ipter 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 leas not produced acceptable evidence of compliance with the insurance coverabe 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 lta been presented to tine contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sibn 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 \vorkers' compensation policy. please call the Department at the number listed below. - City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at tine bottom of :ite affidavit for you to fill out in tine event tine Office of Investigations has to contact you regarding the applicant. Pleas ':)e sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to :lie Department by mail or FAX unless other arrangements have been made. 7he Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to aiye us a call. - The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office at Investigations ' 600 Washinbton Street Boston,Ma. 02111 fax #: (617) 727-7749 phone #: (6I7) 7274900 ext. 406, 409 or 375 . .. - r � �,{e�oonrrnonulaallJE o�✓uaaa�u/Fira�ek'a 4 HOME TOROAMENT CONT'RACTJR ` Regist�at x21`s3? Type d Expiration �G/:drop JACK'S CONSTRUCTION O K E. O RESERVOIR RIVE, U1 4 ;I ADMINISTRATOR CRANSTON RI 02910 ' . . Aob ~+�Assessor'slotu mop and � number l3.—/'4� / �//�� —r---�----� T E \ ��'J — -� �� /» Sewage Permit number ---/�-��—../.=��----__.. J ` Mouse number ................��..��.............................................. 2639. r��u��77l�T �lu�� -� � ��ol�T�� r�� l� �� . TOWN�� ]� BARNS TABLE �� BUILDING � N � �� N �� INSPECTOR `—�� NN N N�N0 � �� N ��N� N� � NN �� wmm �� ~ ^ �� APPLICATION FOR PERMIT TO ----��7y�y��---.. � —..,--- .A��—�=.�--... TYPE OF CONSTRUCTION -------- .----. -- .. . . .� .. — .. —.---..---..-------- ./ �� .. ��^�}^----c�_�............l9.er TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for o ponnh according to the following information- ': Location --.£��----.^/ /e�v^�� ---.^/�� ^^ --------- ----------.. � �� Proposed Use ----=,~=�4��4[! ------.. .\==,.--.—./..��/j A�.�..��..� ..--------- . / Zoning District -----��. .........r.....,---------..Five District -------.------____________.. �� '� Name of Owner — ----'� �1--.A66nso --.�J.�---X.x�� /~�----- 'y | - ^�= � � Nome of Builder '/��iq---�,�)��/�/��--�i��^—Ad6roms --'C.��/��--- �?�w�.--..J��W�a�' ~/ Nome of Architect ----------------------A66res ---------------------------- Nomber of Rooms ----------------------Foun6otinn -------------------------_ � Eme,ior ----------------------------RooGng ---------------------------- Hoors ............................................... .-------------.|nte,io, ----------__—_______________ � Heating ---------------------------.Plumbing -------------------_,______.. Fireplace Approximate � ^/�/�` . ' . ---------------------------. . --..'�—y==--.'..»«--~-----.— � ' Definitive F1on Approved by Planning Board lV----. Area -------------- � Diagram of Lot and Building with Dimensions Fee _______________ / SUBJECT TO APPROVAL OF/BOARD OF HEALTH ' ' ' � /~ ` --- ' ( � ` ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS hereby agree to conform to all the Rules and Regulations of the Town of Barnstable construction. N_ --- ........ --- .........._—'...,------.~ / �~7 ^ C00tmction Supervisor s License ....... ................... _____ CURLEY, PATRICK A=167-016-007 =16 7-616 60 7 No Permit for ....Build Swimming Pool Single Family Dwelling............. Location ...8.7...Liam Lane Centerville ............................................................................... Owner ..Patrick Curley........................... ...... Type of Construction ..EVAMe........................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ..May...10.......................19 85 Date of Inspection ....................................19 '4 Date Completed ......................................19 1 Assessor's map and lot"number ..... .... ......... Q THE t0 2- oKJa Qy� �� Sewage Permit number ....... �........ . ..................... d� SEPTIC SYSTEM f�fIUS r �^ " `Z BAUSTABLE, i House number ................8 7INSTALLED d �l"�l !t ,��"► .,, 90 WITH H S�ITLE..5 pow t639• FY :err>' TOWN OF BAR BUILDING . INSPECTOR /J i M/"!inl G . APPLICATION FOR PERMIT TO .............. ?' ............ ....................... ............ TYPE OF CONSTRUCTION ......................... tu � .. .. ..................... ... ......................... . If ..........:� ...........19...g TO THE INSPECTOR OF BUILDINGS: t.. " I The undersigned hereby applies for a permit according to the following information: Location .......� .............41�'� ...........4!i! .........................(,:t"r� i2 •/r: .. . ProposedUse ...............� ��'?!°' /n/... ........................: ..hr.............. .. �.t9A// ............................. Zoning District .........:..:.. ...... ...."' :--.............................Fire District ................................. . Name of Owner .../... !!.�C�� .............5. t<✓Y � .......Address .......13.7.......... ............... Name of Builder ..41......... `TA� 6.....COP,....Address ......zq........... �✓�/��:� ......3 Name of Architect Address .. . Numberof Rooms ..................................................................Foundation ............................................................................... Exlerior ., ................Roofing Floors Interior .. .............................................................. .. ......... .. ..Plumbin .p Heating ..:.............. g .................................................................................. ..�� .oy Fireplace ......................... ...:..............................................Approximate. Cost .......... .... �,.:.,..,,,........ Definitive Plan Approved by Planning Board ________________________________19________. Area .......... ............................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg*nb construction. No ..7......... ... ...�......... .... C truction Supervisor's License �`5 2 p ................... ' ] � ..�an�ilv_��y�]`l1�/�---.. ' > � Locution —.]].7...Li Lalle.--.------. . . ` - ------�1�erl��rJ�il]��---------- � ' . ~ ' Owner —. ......................... Type of [onmnu��ion --F��c�oe-------. - - ` ' ----------------�--------.— � Plot ..'�....................... Lot ----------' ' - Permit Granted __ lOx_____.lq 85 'Doteof |nxpec�on -----------.�]9 x / — ' _^� Dote '[omp\eted ------._v~---..l� ' - . . . . ' . ' � . ^ . | l | ' � TOWN OF BARNSTABLE :Permit No. 2494-- '- 1 . --------------------------- •-- t auxin Building,Inspector Cash .::. 1eia xa l3' OCCUPANCY, PERMIT Bond - --------------_--------- Issued to Greenbrier Corp. Address l.nt #21 87 Lim, T.anw, Ct-:,�n.tPrvi..l-l.P Wiring Inspector J ---- Inspection date Plumbing Inspector Inspection date Gas Inspector tV—G Inspection date 9 m9 u j Engineering Department � ' Inspection datelP— —� Board of Health �„ o Inspection date THIS PERMIT WILL,NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ... .. 19.A2 ............................................................ Building Inspector .X+ . p t.k 9 # f _ ��.. i• ,Vie; { _�.. aa' i 1 ry s \�7` •, - U ,�--,--.__-----•-__..--_------- �4'-�`�1•� -'"gam Cam. f; Aax, an taP '� x oy ,�� r 3S 7 t `CFC6L-L rGA-4-�� .•..-.. • ��,.,,...- 1Y� , sj....2',e "7 "e �J, a: y sa J 'S6�'0 h � t � �'A. � ,,• � \ I / �' , ✓ . ; � �.� . " off'! t'�� .1 � f� n c JOPN, k; 1 oo ROB, RJr. } `r .p Na 99874 ,0 YR�yp� n MFSUR�F' LEGEND . �p EXISTING SPOT ELEVATION e' OxO ��u�AOF CERYIFIED PLOT PLAN ' EXLSTING -,CONTOUR,—. ---`0 FINISHED SPOT ELEVATION (� t A, Ln ro .C.��``h 'FiNISHE-D. CONTOUR .0 ORSE F, ? t Q No 10951'�Q IN i AI�P'ROVED l BOARD ' OF HEAL"THE f�� F <, " rFS N6 S/ONAI.E u r t ` _�►�� I , DATE AGENT SCALE. /. SU DATE 7��•Z. a ENCO�IEE�'lAIG CD. llV CLIENT ' ' I': CERTIFY THAT THE PROPOSED- EGISTERE REGISTE ED JOB'No- Z .BUILDING SHORN ON THIS PLAN CIVIL LAND : CONFORMS : TO THE ZONING LAWS DR.eY_ `q ERlGINEER URVEY R ` OF BARNSTA LE , ,ASS. 7!2 MA N STREET ;; CNo 8Yl '..: ,•r. HYA.NN I S,. M1AASS. ., — — --- .. . SkEET-L- O DATE C. LAND ^SURVEYOR — — r_ OP Assessor's map and lot number� . N� THE ,.,., Sewage Permit numbers Z BABBSTABLE, i House number .......:..' 4........ ................................................. 9 rhea rA�a' TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .................. ............................I /�i %/�//it I Y�/y'G ...... .... r _ .... ..`. - . .....�.......... .�............ TYPE OF CONSTRUCTION .t � ....................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .................................... .I .................G�.... ........ ... .................................... t" Proposed Use ..................��i,r.-.a/f....... ,................... .................. . ...............................I......................... �. j 1 f Zoning District ..�....................................Fire District ......................C-0.......................... '.. ...... t", Name of Owner ' 7 � .# (`?%................Address ................I ?. .....,(.o........�.`.�?...: :�'............... Nameof Builder• ..................... ..............................................Address .................................................................................... Nameof Architect ..................................................................Address .............................................:!..................................... &., Number of Rooms ......Foundation (� ..... ......... Exterior ! ................................................Roofing ................................... . ....................... Floors ( 1 7`q h .................. J..................................................... l GAS, V � c C _ Heating g -. Fireplace ..................................................................................Approximate Cost .................. ' ..0 U t Definitive Plan Approved by Planning Board --- -----19 J_Z. - Area .......................................... Diagram of Lot and Building with Dimensions Sr�c _ to��S Fee ........... SUBJECT TO APPROVAL OF BOARD OF HEALTH 26 � a J OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnst ba le regarding the above construction. Cal) / Name ..............................! �............... _e a7 GREENBRIER CORP. A=167-16- ,V No .14 9 Q.2.. Permit for .....1 2 Story .................. Single Family Dwelling ............................................................................... ` Location ,,,Lot 21, 87 Liam Lane,,.,. Centerville ............................................................................... Owner G.reenbrier. . . . . ...Cor. p....................................... .... ....... .. . .. .. .. ....... . Type of Construction Fr.ame ..... .................................. ................................................................................ Plot ............................ Lot ................................ Permit Granted March ...1, 19 83 Date of Inspection ....................................19 Date Completed ......................................19 �D� ;Y'S 1� /(7— 16-- 7. 0/< Assessor's map and lot number/49.2.�e�(../�.7 . TME Fl Sa — 733... � :... °�.• Sewage Permit number ' Z BARNSTABLE. i House number � Z7 r "Ana . �po�t639. �0 TOWN OF = .%BARNSyyT{., A`! BED LIN E P�a � fr 6tiYMY.?tlY�FY�G�.'Si74 ""� � AALL: fo L • ; f . � BUILDING' '. "I;H 'P �� E C p T� �� + a APPLICATION FOR PERMIT TO C� C1i. r'r . . .l ...... ..�� .... ...... TYPE OF CONSTRUCTION `..................................: ,/ ......F :'`.............................................. ...................... .ll ..( ....19. �— TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies �f__orr a permit according to the following information: Location ....................................V 41........�..... ............... ........ .................. ProposedUse ................. ...... ................................ ........... . ......................................................... Zoning District ............... .1 ..�.�.............................Fire District .....................5.:... ................. ...... f Name of Owner �� 1:. Address ...............1�. x.:.•S.C..4.. :....1........... . Name of Builder" .................... ! 'u ............. Address .:..............................:............................ Name of Architect ..................................................................Address ............................................ :.:...........................:.......Number of Rooms ......:Foundation ............. ....Q.. ....... ........6.64 Exterior C! t.., �!...?...�f........:.:......................................Roofing G�t��.��....:i�.11........................... .. / 5. .. ( �% 7` 6 Floors .................... l� .. ...:�...............�f.....................lnterior ...........................T....'�....C.l .................... Heating .................... .C.v.. ...u..`��4 ...:..........:.:....Plumbing• ................::.: �c:.:.: ...................... Fireplace ..................................................................................Approximate Cost c v 1 r: Definitive Plan Approved by Planning Board _______ !v____`! ____1 - ��-. Area / . . .......... .. ...... .. / .... 0 Diagram, of Lot and Building with Dimensions f��, fo"- Fee3 f� .... . r SUBJECT TO APPROVAL OF BOARD OF HEALTH Z /b X/2 f `f 1C 2 z op— OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barn re ardi the above construction. Q l371 Name .......:.......... . .... ...... ..... ....................... ,QR. EXBRIER CORP. r- r I 1 1 s a Y..�►1�' ii Y 24902 4 o ................. Permit for ...1?...Sto.... ........ . Single Family Dwelling............. Location Lot...2.1.. .......8 7...Liam .Lank... . ..... .. Centerville ............................................................................... a.L Owner . 'Greenbrier.. ..................... .... r • Type-of Construction F-KAMP........................„ ......... A Plot ............................ Lot ......................:...... ` r March 31, 83 '~ Permit Granted Date of Inspecti ................ Date Completed t!...........19 .'S z `' / J 6 1.3 42.15 - 1.lLOT ZI CA 3�i Z3 j• �' � S �,; g FF 60 p f' z,a L rn d r: I 20 } So' F.s. B. R> /+°f CERTIFIED PLOT PLAN k c9 T Z4 L IA M I—A Al SEW CONSTRUCTION ONLY y ' T P FOUNDATION IS., z.. FEE. .� ego IN \ . : LOW POINT OF ADJACENT arr��`yo�' S, gAS AS-Li .� + o uave ROAD. s SCALE: � " .SDI DATE _ CERTIFY TH AT THE EN fE / CLIgNT ESISTERED RE0ISTEltE® '�Z�p �� SHOWN ON THIS PLAN 19 LOCATED CIVIL LAND' Jo$ NO: k2-D—•- ON THE GROUND AS INDICATED AND CONFORMS TO THE ZONING LAWS ' ENGINEER SURVEYOR DR.SY, OF SARNSTA E , ASS. J.1� 712 MAI N 'STREET CH'my .... -. illol s�2 H YA N R I_S= MASS. SHEET .401r DATE . - 0. LAND SURVEYOR f'' I I I I I I REMOVE & BLOCK UP I I EXIST. BASEMENT WINDOW CONC. SLAB a I I T' BELOW IST FL. SUBFLOOR Q I I I I 10` FROST WALL O I I W/CONT. FOOTING I I . I i I I I n I I — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — — — — — — — FOUNDATION FLAN SCALE: 1/9" = I'-O" R A l P f N Y j f W A R C H I T E C T S 47 KINGST'ON, MASSACHU E�S 02�364 EXISTING DEN NO CHANGE 3'-0" LANDING W/ REMOVE WINDOW MAHOGANY DECKING t REPLACE W/MORGAN 2'-6" X 6'-8" FULL GLAS DOOR � ` EXISTING CHIMNEY SUNROOM O `9 TILE / EXISTING LIVING NO CHANGE O N - 110' SUN ROOK SCALE: 1/4" V I b� ARCH ITECTS 47 MARION DRIVE KINGSTON, MASSACHUSE77S 02364 it ARCH. ASPHALT SHINGLES ON WS FELT PAPER ALUM, GUTTER IX6 FRIEZE IX6 CORNER BDS. i ALUM. RAINUJTER LEADER r 4' O" X 5'-0" ANDERSEN GLIDING WINDOWS CONTINUOUS CEDAR SILL Ll RED CEDAR CLAPBDS. T.O. FIRST FLOOR SUBFLOOR EXIST. IST FLOOR FINISH L- T Q. cLE R Q S LAIN— . FRONT ELEVATION SCALE: 1/41" = I'-O" GAUGHAN RESIDENCE 87 LIAM LANE CENTERVILLE h1f I W A R C H I T E C T S 47 MARION DRIVE KINGSTON. MASSACHUSETTS 02364 ARCH. ASPHALT SHINGLES ON 415 FELT- PAPER 12 ALUM. GUTTER IX(. FRIEZE IXL CORNER BDS: PROVIDE BLOCKS FOR LIGHT FIXTURES RED CEDAR CLAPBDS.., L PAINTED 6'-O„ X 6'78" . ANDERSE'N FRENCHWOOD SLIDING DOOR 3'-0" DEEP LANDING W/ MAHOGANY DECKING fl IX PINE PAINTED RISER T.O. FIRST FLOOR SUBFLOOR�_ 7 T.Q_SUNa0-0J7 aLAB . -- " SIDE ELEV ATJ0N SCALE: 1/'4" = 1'-0„ GAUGHAN RESIDENCE W 81 LIAM LANE CENTERVILLE BRAIPEAVIff W y ARCH IT.ECTS` KiNGSTON, MASSACHUSETTS 022364 I ICE ! WATER 5HIOELD 1/2 WIDTH ON \ \\ ROOF d 1/2 WIDTH ON VERTICAL WALL PROVIDE FLASHING AT CHIMNEY ROOF , 7—�- .• INTERSECTION 12 ARCH. ASPHALT SHINGLES OF ICE 8 WATER SHIELD ENTIRE HIP ROOF 5/6" CGX PLYWOOD 2XIO RAFTERS 5'16" O.C. W/R=30 F.G. INSULATION 1 I/—) vr METAL DRIP EDGE IXB FASCIA ALUM. GUTTER IX SOFFIT W/CONT. SOFFIT VENT I IX6 FRIEZE I 5/1 X 9" WINDOW CASING (BUTT TOP I INTO FRIEZE) GLIDING WINDOWS I I I I • I I , I I I I I I I CONT. CEDAR SILL j RED CEDAR CLAPBDS., PAINTED TILE FINISH FLOOR TYPAR HOUSE WRAP CDX PLYWOOD O T. . FIRST FLOOR SUBFLOOR 2X9 STUD WALL 616" O.C. W/ i R=15 F.G. INSULATION r T.O. SUNROOM SLAB — — — — —.—.—.—.--- .—.—.—._.— — — 2-2X9 P.T. SILL a o co° °�° c 5/8" ANCHOR BOLTS, o INSTALL PER CODE ID" CONC. FOUNDATION WALL 3 1/2" CONC. SLAB = =�1' BITUM. DAMPROOFING SMOOTH FINISH 2-45 REBAR CONT. 6Xb .10/10 W.W.M, TOP 6 BOTTOM I GRAVEL FILL = CONT. CONC. FOOTING MECHICANICALLY COMPACTED 9'-0" MIN, BELOW GRADE TO 100% COMPACTION ° ON UNDISTURBED SOIL RAi ® E1:! 1P 0E A R C H IT E C T S 47 MARION DRIVE CINGSTON, MASSACHUSE175 02384SECTIOV AT JUNROOM SCALE: I/2" I,L ,y. a ICI w c, ( c ''lam• I �°�4s I A � -- .,^ -- --' 14 (Ml 17 I ' Qh I. A i•n -".E w + h - 1.ii.. �: - 1 I .. I 4'7 6 y., I `1 oa 1 i _ I � n • �41 1 =a' V ..___-� o .. ty0 •..I l � I Y' t'I I !V �S y a i ,I;.. .v ; -`-�� A� \ �"" t. ..I 1 I m I, yo�•�i 10 II - :V. co AN � .i I `� w6\10�w i _ •. vq ov J. l? ,Q �'It_..__ weN - !W R O'Q.'.Mu :.' ; ,1 _ c a 1i I ni z D F--�v �• o � I �A-r �f _ I �I L. i 1 •� 3 a - I I � i. -rid I _ In I `� g ' I �I 1 O. `�\�L•`�' .�� I zl I O 4•MIM) y Y,'. `-r 1 .,. II I 1 - \ - `lam ,ET d i _ E. Ca c: -` 1 p9� p "�♦ I -�� y- � \ Imo K;e •5Nlo-o.a t'v�-'I Io� •�a. , rl� \� � n-S u\ � ` to"_ ?-1.. ;^ �e�-o i ♦'-�"lNAc) I =I � — =I gip. /' i v .. DAD �PAI f.�rvv D'�21g yr1- I C 91, vq ^pia >p zL 1�,R r�'c � c SR �I � € � � n�.��^� O O � .1R v`�m � iPQ\ 4 •aC\. � r� 4 `* =G Oe )i'N`� N.\ v r° 3 AN . 1 icy ..- q \� ; '_V i' V i, �\ L c o y a c y V C � A c. \A a\ "A, yr_ l\ Ia �� V � cq �.� 'V g� r� L `4� _1�. I ,�GK\'1 m o y r� L \\O l• = tl�r -\ \ - aAA Izz It z. j AAA \� L rpn.t, � fL � � LZY L Cw1 pr- roc 't, I %- .� \ 3R\ m 7.fA Z N m ., m �� n � II Ir- ✓o �� 7 pp x P i u ; A ; I v co COMy 10 C o �/" c =• y.- v— A V' < '� • 4 m s•' ,, o 3 y o yc ; -I - `'+. ➢ n �.A., 3 AAA �C/yF0 a�5 _ I N W v cya w. �FA 51135��% to iZ Cl) rt = > Q0i F� I m o u-cu P s C) o y ibC � rl m (= o m rn mom 3� Oc ® Oz Y m w --t cn z Y OJ } - I W ➢p in IW :� o it oD: mEo I I j n : 1 - y,' I I f r I ;W r i S i2 f J HAN Fri —� •� _ 'CE�I�ER�/IL.LE,:�f�AS<SACHUSETTS - �� n r. ... t a DOOR S HED'uLE T ' •'r` MATERIAL SIZE MANUFACTURER MODEL - - HARDWARE - .. _ + = ARCHITECTS BRAIDENVI-W ARCH TS 41 MARION DRIVE _ KINGSTON.MA 02344 - NOTES � v - A_ WOOD I GLASS 3'-0 4'-B-°/2 SIDELIGHTS MORGAN MI00::2)M-IB1 1BI.SB5.0280 WOOD LOCO I DEAD BOLT ' B GCKET 2 G'.<-B' - 0-1051 - LAWRENCE HEAVY DUTY POCK ET'ODOR FRAME C GLASS FRENCH (212-O'.4'-S' M-391 N'- PASSAGE -?ry D WOOD B!-FOLD 1713'-0-.6 B H-210-I051 R ' -4•PULL KNOB -'. +t Q''' �r`.. E WOOD I GLASS i B LOCK SET KEYED -B-.a--• -rIOS - �V • - '' + -_ M F WOOD I GLASS LOCK $ET G 5TEE! 2'6.c-B' PERMA-DOOR BE-TO :PRIV 4GY SET -KEYED 20 MIN.FIRE RATED - 1 f 1 4 y H I GARAGE OVERHEAD DOOR CO. SERIES 595 MOTORISED OPENER - ( {•, r. _• O` Y Q _ - ` J WOOD ]-G'.1-8' nORGAN M-IGSI PASSAGE ' K WOOD. 2-4-S- ' M-:OS' PRIV ACT ` '. Vim' '4 ..a' t , •. , r £ 5'-0'..KNEE WALL BEDROOM j , . - - EXIS I a.. TO TNG ,. y I - H .. i 4 G R PEE EMAN � aLPATO - v 1 I , ---- ---------- ---------- A, �_ DOWN I II WINDOW "' v, .I Y °<-B'HEADIN _ c x1511NG f-eAHONY DECKING I I Q POOL \ I 3 5 I. /2 LANDING 1 STEPS I' 9• 3-1 l-II 1/1___- 3 O:'yI BATILTH CLOSET = -----"---------- -- I I I _BSILr IN �'^I — • *s O 1"' 1 � �/ .�"b T,"g. CABINET TI,E I - - x- !,. . PRE-FAB GAS• I '_T 4 +• - - W 1/2- FLUSH TILE i..° FIREPLACE I/2 3'-O' 2 5'-1.1/2 „ 4 A• 1 j.. CENTERED ON WALL 2'-01/2'- 2-01I/2? --------- III -' -'-_; e tL-. . 4 - 4tnlr _ 1i" " LL�tVax," 7:L �., "r• _ �i KITCHEN. ._._.L. aJ,. - 1 hP.'v* ;. ,;k "j r r+. '4 r ,x' fA„. TILE ! ' SITTING Z9. _ _ .. 4 Kd•' 1 a �F`':'..•k :fie �,'.po. m G _ w - 1 .rvE DF. .A EA xa." .z.• °, /�*I /' .L,_+fir /' tNf:,: :' CARPET L(F11V �i I.T A'M1AI..i C�' y n 2ND FLOOR R EXISTING TING - • - wINGOW p TO REnAiN I'-- __ ._-. I-,(' �' _ I I:' A2 .SCALE 1/4 =1'-0" }' ;]R w v� I I i f r 5!NK,CA'BINE TS.ANO - COUNTER TOP T "tll"'..ej BUILT REMAIN tr' 13.u, ':i•. F' y' !� n 4 '^,5 4T.�..�. ' ABIMETS , - - � h..ay ARCHITECTS e„� WOOD FLOOR—� ` -�. +. ''`t' t rj..•: .. - _ - ''` ,p,x •�11PROVIpE SEPARATE PRICE FOR THE FOLLOWING°Ind FLOOR GARAGE I.HEAT(BASEBOARD ON INDEPENDANT ZONE) t 1'.- REISSUE. k" , if 2.ELECTRICAL(OUTLETS 1 LIGHTING AS SHOWN ON Ell1' m 1 `•II/20/03 INSULATION WITH V APOR BARRIER I I .v 1 , '' 4'G yP:.P -.. I. _ a. IN15u w/.q 2.cons PAINT 1 EXI5TING j .PANTRYTHRESHOLD i'. I: BATH" -I iH RE SHOLD ' { (.. _ `' L. * t II NO CHANGE i .. CA-EO L CARPET SITTING AREA.1 STAIRS _ -' OPtNWG { 3 + A Ir' -$Ll MILLLWORK°fOOOP,SS TRIM1 INSTALLED AND PAINTEp t•t w - F; ,Yt•' EXISTING DEN l/r - - 1 NO CHANGE II I \` - _ _._ _i —• J r � 1,t -..� I ,r:'B.FINISH.PLUHBING: T J'. i; I YN •GENERAL NOTES: .:�A .i -.. , :.. I �F .,,iT .4`�,,.' ., Ki y. ,ac A.�L.,'&>1J —_— .I t y:,:[. 5 a . S^- '.g'_. d .,•tea, '' L i a .vv T.._ _� _ _-- :..© T_y- : ♦e'N t ."'T. ,,-#+},:y: 'I�DEMOLISH E%ISTINCi.GARA,.E.BREEZEWAY 1 DECK COMPLE iL Y ~iy ` 4,1 -. a.---i - '• '...OD -- 1 u. t" "Fyt ...G,RAGE !`1yk. .III C ION E 1 --- -.---r « i f>, I I '•I i IN LUDING FOUNDAT i..^'h ♦ - .! .ice RE-USE AS MAN'/ -1, j - t C.'iC.RETE - - + '� -3 -CABINETS A$ \y I f —- : ' _ L'N : 1 I 2.PROVIDE A/C�s NEW ADDITION IST FLOOR- " d or y A POSSIBLE FROM .i .—"� I-' 1---" ''A� ' ___.....-...-.. _.—__,_. EXIS TING KITE HEN I �'�� I ' - T •_:3.-ALL INTERIOR TRIM TO MATCH EXISTING HOUSE SIZE I'STYLE �' T - ---__ _ - - ro NEW PP.NTQY '' I �I ENTRY 5STO,1P D Y fy' Z 1 - L s� J —1' '-- I 9:.REMOVE FENCING.BESIDE GARAGE THAT WILL IN TERFERE WITH, - ' k ;I '•\ sl T`T 1 O _ -CONSTRUCTION 1'STOCKPILE AWAY FROM WORK AREA. II + -RE NSTALL FENCE`TO CONNECT.WITH NEW GARAGE. 1 `/� .I .r '`'` a• NI. .: �..` I`ST 2ND - ............ -- FLOOR PL`AN'. r I- EXISTING I I C 3 4� I I I DINING ROOM ©' II i' t '•- -. ; _ • ` s_ �-- - I EXISTING LIVING j I----' 'h3I 3'-11 ."`+ ;: "a•w „' s:.. «y, R.a.... _ a-- 4° �; t <f a c51' --I x''`''"4':� `6' ATE IB NO V.-2'J03 SCALE: I/9' '1'-O F ' -BRIG LCNDN:, h,' FILE: 0211PL ST �S i jr. '[ F+ INM k qq .. • I\ ': ', �' v _ �. i.'`•' - .M °- c1.•. +� 1t�' *t I�€' Y' ",.atiN .'i"X # , I.# a e ° 1 4 IST FLOOR PLAN ya <.,. SCALE: 1/4.. = I._,.. + �°y. �"�%..iu _ G 5 ```i 2 dk.Y ` +<; •_ az i..7 ;d.. ,.k+�"" k -------------------------- Y i', d" -, ;,h+ s, - _ N', N> ..9•.-' c� OELOr 1..,✓I � ) .p`f'`,' . . '� " r a r .� l: ✓"a'+,.q.,j. ,y J# '� -��'U.'R< ...x. .•e�.&"?�.c�<. .-,.�,. ,'�° ". .` � � .a, .. �#e �" "stfi .'„ Ps��'. ',d+,l: r.' Y� � ��°,. �� l''µ d� a 'i� . .:�,�"� t.'� .",�' '.'y�»rs ,.N�.. rror...'. '#r`..st>.:.. ..i ,.AA¢ _-. l y' ':�h�•.'F#. a e .. � ( i.-:r;:�'. '' ..yi.l tY•. � _,r>�,.��,i,�::.('�'` *� -. ,��'.'� "` �g#��x..k.. a€'* �H.��C`'`„c�'r'�'" ��l�t�'�3 m .;:. ,. y 'S a A ^., r•�` -r - •fit 3' ,a.. TC � .ty '.k�' xh_:.' �t � a�.T' -r; r' •� �:G H��.��r �, �,�.�,,�+.��+% °� �' p t#..�:.�" �r =��t � �#'�'<?..:a�1 4 .t.r:� � ;I�+a" .--"ate t. L „.. � ...... _..;_ ,;� .: ...�.;..:� -•'-.s4:A'�= �....s....... yF��"!a..:._.. ze:-. „" :=,„�.,. - c'- ° ry . . _ B� -.. -:,.::., .. :. ._ ;-;, .� . . ... .� ... ...-•.. .. '.-. .- '.•�� Rnb�BVNIEOW,�Rc HITE TS� : KINGS'-FCN NA-,073t9 ! i , , _ T RIDGc ✓ENT , .. "'. CON P L I ARCH TECTURA L� 5 HA I - � e - HHINGLES TO NATCu EX S :. - .. I YPI CAL EAVE • '' .. ALUtt. R Al NWA TER_!.FADER PAIvh iED AR CLAPBOARDS r TYPICAL KEIS TIN — �. AR HIT TOR ASPHALT --]O/Z-A CH EX YRGWNnGJ:D:L.CAP . . I - - P 5HINC'LES -O nAi CN EXIST.' !! � S. W/.UIHI-E FLASHING H045E STYLE 1 COLOR' ,n -TYPICAL:RAKE V/ _ TYPCALMAT H VE - :h r� 1K6 a2�P..INc CORNER'BOA RD5 - � •.',.: .. .. .TO HATCH EXISTNG HOUSE TRIM GBlIT _ i L`I. --t I. - Id TRIM?.GARAGE GOORS ([� •'.. .. '. .:; .. I ... � � I .. � � L �I.- 1�! ___ FLUSH PATLEI�.GAR AGE DOORS- .. ': .`t ;:I.�j^ i I--'-mil, Ip.�� I.� I _ I ALUI'1.RAINWA TERLEADER � `� � .. _ - - - -- - - Ix6 a.] PINE CORNER BOARUS !Li - _ .:. .. .: ., ..: ...F .-��.- .. .. :..... T F NI H EY 5T.1ST-F;_OORFtN!5H •. : .. EX15.-IS FLOOD 5 - t a r ! -:.. : >,: -•:.: • :::.. ___- _ - GARAGE SLAB ELEV -- .. _ W...W z FRONT ELEVATION LEFT ELEVATION A3 Q.:�• . SCALE: i'-O' ,. : � 'SCALE I' O" .-. .. WINDOW scHml [D L E. � .w M R: TYPE ROLG4 OPENING UNIT. c R li i.RKS ' A Amc ERSON DOUBLE HUNG $79 4,-5,I/q- TW2442-2 r W '3 B DOUBLE HUNG 'l 11'[/2. x'4,5•I/4' r '.T.W2442 3 v - - - .. _ C DOUBLE HUNG -2 8 1%8, x�4'-S-I/9" '7W2692 , D CA SEI'7E NT -- 9' O'I/2'�x S'-O 3/e'. C75 t CASEMENT -2 9 T/8 ,%3 5 3/9" CWI',5 : ! F DOUBLE HUN2 6 I/9 z 4 5 1!4" . -- G TRANSOM I G q '.o BRAIDEI'IUItZ V.H - DOUBLE HUNG 5 O X 4'-5 !!9' TW2942-2 ARG;HI EC TS` - .. - 1 - : DOUBLE HUNG -'8 2,1/9' Y 3'-S 3/&' CUI135 / P3 35! CW135 - 1 iL 2 :S Y -�'- _ CONT.R OCE VEN?J -- _- - 1- -- 'ARCHITECTURAL ASPHALT 5.'INGLES TO rl,4 TCH E-T.'HOUSE STYLE ! COLOR JHITc :,EDAR.SHINGLES .! A4 —. GARAGE.2ND FL SUBFILGIOR . LLEVATIGINS --— -- -- -Y- ,I TYPICAL !C AL.RAE .5:' ._ __..�-_.-___ --.,,---.1� ,3 •:: 7�fir-._-I � I:Ip '., ,� # .-YIy :"..�. P.LUl1.kA:NWA TER LEADER - H 7,. r': :..F�i- .GARAGE 2ND'-FL. SUBFLOOR : _ A9 CEO. TJ DA..- 'O JAN:�2003 SCALE I/4' =.I'-O' . WHITE CEDAR -_ .1ST rL.:JR FIn15HEp S G .i Jy = --- _ __ _ _ �.� - . r. ---- _ - -- .' - _;. - .. : 'E n2 PNc c:iRNE4 BOARDS '- RECESSED !1DO PANELS IST FL FNIS�I=D \ PA114T ED _ I \i-I BASE CAR f1OULD:NG � � � GA R AGE _LAB -- _- - - BACK ELEVATION PINP SURRO ND?LNG . - PAPERS _ RIGHT -EL.EVATION (! ry SCALE 1/2' -.O A3( .�: ... - :' _ _ - - .. w.. : I . � . . . . I � I . 11 I � 11 . - I � - � . I � ' '. I, , ., - - . � � � . . . . - - � . - .1 , I : . . I . � �', � � . . . I :. I .. 'x : .. Sy _.t._..: :. - - ._ - -. .. .. -. E . . .. . ': ..." ... ,;. - ..:- : BRA DENVI .,/ .. .. N'ORG1 E' ECTS % 4. . .. .- .. :.. _ _ 'I =: .. .- % .. - 1. .. .. ' .. .. - .-. - . . �„ Y , 11 t :. _ . - % n ;. J - , ,.I - - �.... - .- .' .. I. 11 . .. 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I _A ` _ - .. 51 E . - ( y - l: I.I. - _, _ s 1 ` _ - 9 - .a - N ' F.G. 2 7.7 INor : fV F.G.26.0 a ri n 1 i 23.0 µ \ N.,A, 1500 Gallon Top E 24.0 ') y .. �'7D ��• 24.3 Septic Tank r!2 0 5 _ e.Yy _• / ' i 'S! / o l BOLE1. 21:0 3.65 23.40 zy 6 \ y ` Bedding as - 8at.T.H. EI. 15'0 I Lo-r. A 4 �` w Per Title 5 'No Groundwater OGV j,1 Bay .., 1f \, DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM IB° • ; �� I Not to Scale /y° •`,.' •�,' 1. \� �f� i DESIGN DATA . NOTES ��_,_ p �• ,�, Single Fgnily-5 Bedroom l: Water Supply For This Lot is Municipal Water. \ No GarbogeGrinder 2:Location of Utilities Shown on This Plan Are Approx. 'LOCUS PLAN,. Daily Flog:: 110 x 5 = 550 gpd At Least 72 Hours Prior to An Excavation For This " Septic Tcnk: 550,gpd x 200%=1100gpd' Project The Contractor Shall Make The Required SCALE':I =2000 Use 1500,Gallon Septic Tank. Notification to DIG SAFE-'I-888-344-7233. ASSESSORS MAP 167. 3 I• Flo LEACHING AREA he Contractor is Re uired to Secure Appropriate PARCEL 16-7 550 gpd/0.74= 744 s.f.Required 3.T g ZONING RD-I Permits From Town Agencies For Construction SidewV 2(12'+45 )2=228 s.f. Defined by This Plan. r / f SETBACKS FRONT 30 l / . i --� t �' • ; Bottom Area:12'.x 45 '= 540 s.f. 4.Install Risers as Required to W ithin 12"of Finished SIDE 10 r 768 s.f.Total Provided. Grade. REAR 10' `�a LEACHING CHAMBER DESIGN 5.All Structures Buried Four Feet (4') or More or uw L_� ry G IEX \ All Pipes to be Schedule 40 PVC. Use 5 Subject to Vehicular to be H-20 Loading. I 1 1 -500 Gt,llon Leaching Chambers in a 6.Septic System to be Installed in Accordance With 12'x 45' Washed Stone Field as Shown. 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. `, 7. All Piping tobe Sch. 40 PVC. /// / pR Finish '',. `a•1 ,, OA Grade .i - • +J / 1 looms o�iL ZxIST, !(' _ D�1T�S�O - 1 _ 0 {/' ' T•gNt<dA L' S6FTIG /� . -O� f Filter I -O / N G W l SNSTA t_L _ / I 'm in Fabric Co,,pacted FIII TV- 0OC SER-r C T,d GAL / - �/' 10 S T No Stone N1_ hq�K t gPCN BAN rt l' Leaching Chamber ,._ Washed 1.l/2°Double �tJ 10 CROSS SECTION OF CHAMBER NOT TO SCALES - �.0 ,= EL. �.0 -O _ NO GROUNOWATL•1 - .. /4& pfi.•,ZC. N1 0. P— 1 2c 3 - ^/Y l3Y'. ELOt�sDGE • WETNESS'• P,ON G1Fa!=ORp.T:O.B.,30.t\ ' _�SS THAN zM 4r./1NC1�. • SITE PLAN PLAN VIEW PROPOSED SEPTIC UPGRADE Scale: I Ir_ 301 ' AT tj 87 LIAM LANE CENTERVILLE , MASS. g. . FOR SUSAN GAUGHAN 4 SCALE: AS SHOWN DATE SEPT:.30,2003 SULLIVAN ENGINEERING INC. k OSTERVILLE MASS. I nn11 N29 . A��V C06 F.G. 27.7 cz_�nJ Q V _ F.G.26.0 24.7 23.0 17= 1500 Gallon - + w �r .• - 24.3 p 24.05 a Top El.24.0 Sr? tic Tank 2 ' 1 23.65 .Bot.El. 21.0 u4 r J'f'a �'\` • �� 'J L Bedding as 6 rudder I 2� Eq \ Per Title 5 Bat.T.H. E1. 15.0 .: rQ(1 t1 tel I Ba y s u �j, ) rl o• ca ! No Groundwater AM, „ t i ELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale 142 .DESIGN DATA NOTES P'�S� �� ;� �� ,.'` � O� �:• �Z. � Sin le',Famil 5 Bedroom g Y- 1. Water Supply For This Lot is Municipal Water. \ \ No Garbage Grinder �R _ Dail Flow I10 x 5 =550 2•Location of Utilities Shown on This Plan Are A S'PLAN Y gpd PProz , o At Least 72 Hours Prior to Any Excavation For This �1 r•$k Septic Tank 550 gpd x 200 /o= 1100gpd t� 3 ` Use all 500 Gallon Septic Tank. Project The Contractor Shall Make The Required.- ;3� s � SCALE=1 .=2000 Notification to DIG SAFE-I-888-344-�233. ,k �,. ASSESSORS MAP 167 LEACHING AREA r PARCEL 16-7 \ 3.The Contractor is Required to Secure A i ! 550 q PPropnateE gpd/0.74= 744 s.f.Required Permits From Town Agencies For Construction -*_R5 + - � � ;,s y ZO;N.ING RD-I Sidewalt 2(12 +45 )2-228 s.f- Defined by This Plan. SETBACKS Bottom Area:12'.x 45 = 540 s.f. 4.Install Risers as Required to Within 12 of Finished _ SIDE O r t \ 768 s.f.Total Provided. Grode. t t - e REAR 10' ��7� Exls r , _—�� ' LEACHING CHAMBER DESIGN S.AII Structures Buried Four Feet (4 ) or:More or DwELu ryG �� All Pipes to be Schedule 40 PVC. Uses Subject to Vehicular to beH-20 Loading. 500 Gallon Leaching Chambers in a 6.Septic System to be Installed in Accordance With ( Imo` j(2r f 12'x 45,-washed Stone Field as Shown. 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. "t 0 7. All Piping tobe Sch.40 PVC. As - Finish- p g kopo Grade. - �� GA`L. ZX'St, JI ( �Ir ��T,Sp i` G�a 4CW 'NSTAIL ! Q� mpacted FIII Ir OQO SEPTIC T4N1<AL iv 104 1/8"-Ile 1.1{VC Tl34CK No Stone �.e�' GV6A� / Leachlnp In 3/4'�-I I/2"Double Washed ';I ` \ � �T.N. t I2._0,. - • ' l0 �� OF \MIN. , ' - - \ \ CROSS SECTION OF CHAMBER Rio N07 TO SCALEwwv m No 297� TEST HOLE EL. 2.-7.0 - _ Mao. sa.ND E L1q7L01 NO GROUNOWATP�'R /ry Ps-RC. hI o. P- 1 203 LQ�/E a-v.,EL.oaW.or_E Eo G.- W1TNeSs"• ?,ON GIt,FORp,.T,p,p,(3,oN . . 1-l=SS TI-!AN 2MIK/INCH. - TE PLAN PLAN VIEW PROPOSED SEPTIC UPGRADE' Scale I�r= 30' � AT - 87 LIAM LANE CENTERVILLE , MASS. ` FOR - SUSAN GAUGHAN SCALE AS SHOWN DATE: SEPT 30,2003 SULLIVAN ENGINEERING INC. OSTERVILLE MASS. � � " f ) J� I I � � i I I � ' � t I xt .4Q ul) 50 77 -1 t pnG 1 1 150 lld 1 :fly CK ADUR 9S 87 Li/atA fe: _ ck,rv— S PR 111 KOMf fMYAGYf-wCV'.'E':IE^ RAY S7M.IVY.,f CO lJ9 BARNSTABLF R..AL`n , � F Yi4NNi ,rv?ASS 02E07 (617) 775 1 718 J