Loading...
HomeMy WebLinkAbout0455 PHINNEY'S LANE �� s inn o .r r. .1,,•n.:, h '.' r ,a +i•` ra °� r.. 'L:r ;. i.� o �..t _y ' �..� X•ff v e .. C .1 z _ - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 7 - -7 Map lll/// !/� Parcel x gAppl cation # ((C Health Division 20113 APR p j rtq gpWi-hssued A4 -PA Conservation Division Application F01G Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board DIVISION co,K y�zY'I3 V Historic - OKH _ Preservation / Hyannis 1111 Project Street Address �✓ Jr L Village 61A kkyl Owner Address Telephone �� 77 d- 7 O Permit Request * &h 4/1i60&0eylT.11ikA_, i ✓w` /thik,—h aAk & IT 7 o G -�C,�O fit.aJ : ��Gu. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain f� /Groundwater Overlay Project Valuation �� ' Construction Type l �Gfi11� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bath existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3/o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION a I11 �ER OR HOMEOWNER) Name Telephone Number Address �� � Gf�l �-� License# , /OU4 10 Y Home Improvement Contractor# 1��,, b 7 Worker's Compensation # WW_71 S 0I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL TAKEN TO SIGNATURE DATE `� l #' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. _ ADDRESS VILLAGE OWNER , DATE OF INSPECTION: w FOUNDATION f FRAME ,I INSULATION r Y FIREPLACE Y r ELECTRICAL: ROUGH FINAL - PLUMBING:- ROUGH FINAL - GAS: ROUGH FINAL r t FINAL BUILDING - DATE CLOSED OUT s ASSOCIATION PLAN NO. i f 9` F C I JZ ,, �'lussuchusctts - 10cpartrucut of Public Safcts Board of buildin" Re-ufation.s and 'Stantlards Qonstruption Supervisor License - Licen�_-: -CS 100988 r tw 4Kf. HENRY CASSIDY ..*" 8 SHED ROW WEStT IARMOUTH, MA 02673 f-` Expiration: 11/11/2013 ( nnuis.iuucr ^_ Trg: 7620 '';i��-�\ ,} ���`!��• 1�.1C1��yt,�yyca•yr.-c<.lC'rr!'�4L� cL JC���cr.,1�<,�e`2�1�1��f1 Of ice of Consumer Affairs and Business Regulation ' 10 Park Plaza -'Suite 5170 Boston, Massachusetts 02116 Dome Improvement Contractor Registration Registration: •153567 TVpe: Private Corporation Expiration: 12/15/:?bl4 Trk 233831 CAPE COD INSULATION, INC HENRY CASSIDY 18 REARDON CIRCLE SO. YARMOUTH, MA 02664 Update Address and return card. Mark reason for Change.. L� Address L Renewal Employment Lost Carta ,r�r (/r u ncr rerr.eral/� r/Gl r��rrctricC� ati\ Ot111'e of Consumer Affairs& Business RegulationLicense or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date, if found return to: 1- egistration: 153567 Type: Office of Consumer Affairs and Business Regulation xpiration: 1 211 5/2 0 1 4 Private Corporation 10 Park Plaza-,Suite 5170 Boston,NIA 02116 (:APF COD INSULATION,}INC. tiF-.NI\'Y CASSIDY 18 REAROON CIRCLE SO YARMOUTH, MA 02664 — -- hoi-t -----_..IV t oat re The Commonwealth of'Massachusetts The Form izzDepartment of Industrial Accidents Office of'Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please .Print Leo-ibl Nanic (tiusincss/Org�mization/Individuaal): elhb4 Ixa Address:__ VdOIA, (�Y-A - - _01y/:S1atc/Gip:. "Check V A INS ' Phone #: �JD�- 7 - 1Z -- -- -- Ar•e you an employerppropriate box: Type of project(required): I. I ant a ernplc yer with _ZU 4. ❑ 1 am a general contractor and l ennployee;s (fall and part-time). * have hired the sub-contractors 6. ❑ New construction 2.❑ I am it sole propriet-8r or partner- listed on the attached sheet. 7. [] Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' t [No workers' comp: insurance comp. insurance. # � ❑ Building addition required.1 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 atn a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. (No workers' comp. right of exemption per MGL 12.❑ .Roof re airs insurance required.] 'r c. 152, §1(4), and we have no c� employees. [No workers' 13. Other comp. insurance required.] 'Any,applicant that chcck§box#1 must also till out the section below showing their workers'compensation policy information. I fonicowners who submit this affidavit indicating they are doing all work emd then hire outside contractors must submit a new affidavit indicating such. k'ontractors that check this box must attached an additional sheet showing thc.name of the sub-contraotor,and State whether or not those entities have cntployces. I f the sub-contractors have employees,they must provide their workers'comp.policy number. I am an empkger that is providing workers'compensation insurance for trty employees. Below is the policy and joh site Policy #or Sell=ins. Lic. #: WGf� OD �� -._ �� Expiration Date: � 0 Job Site Address: 5G7� �( City/State/Zip: k,l I ►W n� -Z_, Attach a copy of the workers' compensa on policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties or a' tine up to$1,500.00 and/or one-year imprisonment,'as well as civil penalties in the form 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 may be forwarded to the Office of lnvestigations ofthe DIA for insurance coverage verification. I du hereby cecti(y, utter the wins ap I penalties of er'uy that the inforrnatiort provided a ove is true and correct. Date: JD mature: � Qj iciul use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#• i OWNER AUTHORIZATION. FORM (Owner's Name) owner of the property located at / (Property Address) (Property:Addr6ss) hereby.authorize C-2E4'P_ 00OLh (Sub ontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and.to perform.work on.my property. Owner's -'gn re �f Date CAPE COD INSULATION E ,4, Ai ®® FIBERGLASS SEAMLESS SPEATFOAM 911SPE-11 - BAM GUTTERS INSULATION CEILINGS 1-800-696-66111 -� Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis, MA 02601 Date: Dear Building Inspector k Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute. (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Property Owner Property Address Village WIN, Co Ono y5� Pd� ��n eq 's Lcri-e �-� ✓�� Insulation Installed: Fiberglass ' Cellulose R-Value Restricted Unrestricted Ceilings ( ) 04 (355 ( .) Slopes ( ) ( ) ( ) ( ) ( ) Floors ( ) ( ) ( ) ( ) ( )t Walls la Sincerely hECasJr, President on, Inc. 4 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# � " Health Division S Tfs c�, 4 urp Date Issued I I'3ti 1 y Conservation Division a: � , I',a Application Fee Tax Collector Permit Fee 3 G o- . Treasurer s Planning Dept. EXISTING SEPTIC SYSTEM` Date Definitive Plan Approved by Planning Board LIMITED TO_>_ _#OF BEDROOMS Historic-@K4—0 K Preeeirali*� f /LS 1c, Project Str et Address Village &47tALGG Owner ® Addres;�Z� Telephone Permi Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay J'y _ Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 9110 On Old King's Highway: Cl Yes -EM6 Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Co unt(not including baths): existing new First Floor Room Count I � 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 El new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size' Other: oning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes ❑ No . If yes„site plan review# Current Use w " Proposed Use BUILDER INFORMATI N J/ Name Telephone Number _ 0 �—ram Address Gl �7 License#CS • �95.6L ©� Home Improvement Contractor# -� Worker's Compensation# ALL CONSTRUCTION D ULTI FROM THIS PROJECT WILL BE TAKEN TO / / //*052 L7,��� SIGNATU DATE �� D f FOR OFFICIAL USE ONLY t Y ' PERMIT NO. - r DATE ISSUED MAP/PARCEL NO. • ADDRESS VILLAGE k OWNER DATE OF INSPECTION: I !t FOUNDATION FRAME )ldlO/oy INSULATION n FIREPLACE - ELECTRICAL: ROUGH rr FINAL, PLUMBING: ROUGH != , FINAL GAS: ROUGH cu FINALIr I _ FINAL BUILDING oz rr DATE CLOSED O_ UT ' ASSOCIATION PLAN NO. tU ✓/ee Vi a�xnwvuura� a�✓�aaaactivaclt BOAR+©OF BNJILUIN.0 REGULATIONS 3 • License: CONSTRUCTION SUPERVISOR k NumberZ'C$ 052862 ( i -71 A2-2W2 5 Tr.no: 7797 Restrctdd1`Cif GARY K FRASE 21 ELM STREET ` PEPPERELL, MAAdministrator , i � � ✓�10drnmiaruu. ® Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR '19 Regjstrat1on 124959 i Expiration:=91171.2005 Indivi,ual Gary K.Frase Gary Frase 21 Elm St Administrator Pepperell,MA 01463 OFIHE,p� Town of Barnstable Regulatory Services b "* saxNsrns L Thomas F.Geiler,Director 9`bA 1 . a`�� Building Division TED MP'� Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work Q Estimated Cost l?�! O,AA,— V'A,­ 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 ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY jat er by ply for a permit as the agent of the owner: retractor Name Registratio o. OR Date ' Owner's Name Q:fotms:homeaffidav 6033544694 C&S WHOLESALE GROCER • 269 P02 NOU 09 104 10:17 Town of Barnstable Regulatory Services hN& TMomee V.Gefler,Director Buflding Diviidon Tom Perry, Rull ng Conuabsioner 200 Main Shot, XMnis,MA 02601 wwvr.town.barnstaDle.ms.as Office: 509-862-4038 Fax; 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 (.1'o ioqC f A. u ,as Owner of the subject proetty be reby authorize to act on rnybehaff, in all rriatters relative to work authorized bythis building permit application fora , Address of Jobs . Sigt)acure of Owner to �i 4u Coe" �itiG �A Print fNarne Q:�o�s;owt.'sa�at�assnort ` r _ - • , r . r _ The Commonwealth of Massachusetts _— — 04 Department of Industrial Accidents - 600 Washing Street �x Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit-General Busineises ii i.rill i is e i address: •© hone# state• a . .. ci ei e location full address a sole proprietor and have no one Business Type: []Retail Restaurant/Bar/Eating Establishment working le any capacity. ❑0$ce[]Sales(including Real Estate,Autos etc.) ❑I am an em Toyer with etn to ees(full& art time). ❑Other / / Z��/%%/. �am an employer providing v{Qrkers' compensation foamy employees working on this job. or COIDPanV.nanle: ; address: ``'%'•. >' 777.$� t y� a#• ' arty: F. insurance.co!'• i . .: //// /// /////// // / �] I am a sole proprietor and have hired the independent contractors listed below who have the following workers compensation polices: eom'in name: r a, hone citv:. :i r. ;, Ole insurance co. •�'. : �.:it" i���`t: •.\' .. com'on. nenie'a, ciiv .. .. - 'hone#�. � . . ,•` - - — X,f •r•.' - .'7• :%' - AIL. , 1 - ae FIR �wllleelllllllllllllllllll Fallure to secwe coverage s9 Section 25A of MGL can lead to the imposition of criminal penalties of s fine up to$1,500.00 and/or 152 one years'imprisonm well a+civil pen es in the form of a STOP'WORK ORDER and a fine of 5100.D0 a day peain t me: I understand that A. COPY of this state t y be forward a Office of Investigations of the DIA for coverage verification. fp ry above is true and rr I do her tfy unde pains and allies o er u that the Date Sign Phone# Print n e official we only do not writ in this area to be completed by city or town official uildin artment - permit/license# Dep � ❑B g city or town, ❑Licensing Board _. ❑Selectmen's Office . ❑check if immediate response is required ❑EcalthDepartment - contact person: phone#; ❑Other t (revised Sept 2003) k +, "�•y' 'cf' - ''' a °+ems' �"�.'.J �-�.' ''m`°s _ Information and Instructi ns Massachusetts General Laws chapter 152 section 25 requires all employe to provide workers' com onpensati for their employees. As qQt ted from the"law", an employee is defined as every p son in the service`of another under any contract of hire, express or ' lied, oral or written. An employer is`defined individual,partnership, association,c ration or other legal entity, or any two or more of the foregoing engaged in a j ' t enterprise, and including the legal r esentatives'of a deceased employer,or the receiver or trustee of an individual, parts hip, association or other legal enti ,employing employees. However the owner of a dwelling house having not more three apartments and who res des therein,or the occupant of the dwelling house of another who employs persons to do ' tenance, construction or epair work on such dwelling house or on the grounds or building appurtenant thereto shall not ecause of such employs t be deemed to be an employer. MGL chapter 152 section 25 also states th every state or 1 al licensing agency shall withhold the issuance dr renewal of a license or permit to operate a business to construc buildings in the commonwealth for any applicant who has not produced acceptable evidence of complian a with the nsurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions all en into any contract for the performance of public work until acceptable evidence of compliance with'the insurance eq ' emerits of this chapter have been presented to the contracting. authority. Applicants Please fill in the workers' compensation affidavit co letely,b ecking the box that applies to your situation. Please supply company name, address and phone numbers al ng with a c cate of insurance as all affidavits maybe subnutted to the Department of Industrial Accidents for con tion of imur cc coverage. .Also be sure to sign and date the affidavit. The affidavit should be returned to the ci or town that th application for the perrnit or license is being requested, not the Department of Industrial Acciden . Should you hav any questions regarding the-"law"or if you are required to obtain a workers'compensation policy, ease call the Dep t at the number listedbelow. City or Towns Please be sure.that the affidavit is complete and tinted legibly. The Deparment_ as provided a space at the bottom of the affidavit for you to fill out in the event the Of of Investigations has to contact u regarding the applicant: Please.. be sure to fill in the pern it/license number whi wi71 be used as a reference numb The affidavits.rnaybe returned to the Dep artment by mail or FAX unless other angements have been made. The Office of Investigations would liketo tha you in.advance for you cooperation an hould you have any questions, please do not hesitate to give us a call.. The Department's address,telephone and Th Commonwealth Of Massachusetts DepArtmemt of Industrial Accidents off["of Inesugadons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 6 , / 3 J � 12 TWIN OAK WEGUAQUET LAKE ao / / — — — ' N 10"PINE l� Z a2 r ' ?� O _ �O"OAK O J 10"PINE CP N 2t- 46 70 IMPINE — Oj5 � 16" INE eM'PINE ` CN 116"'PINE i ' _ 4� 16"PINE 16"PINE 28" i LOCUSa$ I OVPINE 10"M/ / APL 16"PINE 50 7 INE � EXISTING HOOSE 0., Cl) ° 7 3' � z 0 0 1\SO 10.0 W a, a) PROP05ED 7'R10' h2 E Y POR l I • I /18"PINE N 85-44'55" E h. I 164.99' ' I � o Ln \ 54 — — 1 I 0D h - N 525 O . I I� 12" CE A IS I x50J \ 40 0 20 40 80 , _ 160 J IN E ) 1 inch = 40 ft. / N 8 .5 'l5" E s 31 7' 1 s s� 2 p •� o a` so �s rn 1p PHINNEYIS LANE PLOT PLAN - PROPOSED -ADDITION ASSESSORS MAP 230 PARCEL 100 LOT AREA TO SURVEY WATER LINE = 93100±SF 455 PHINNEY'S LANE EXISTING CONDITIONS SURVEY 'JAN. 24, 2002 CENTERVILLE, MASSACHUSETTS OFMASt y SCALE: 1" = 30' DATE: 3-6-02 DAVID 7HULIN DAVID C. THULIN, PE, PLS quo.39403 VIE 211 MILL ROAD FESS� EAST SANDWICH, MASSACHUSETTS 02537 �aO SU��� PREP. FOR: COPACINO DRAWN BY: SET I CHKD BY: OCT /�2O 4f JOB Not 02-008 REV. SHEET 1 GENERAL NOTES DRAWING LIST I. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,STANDARD FORM OF THE AMERICAN INSTITUTE OF 12. WHERE THE TERMS"APPROVED EQUAL',"EQUAL TO',"OR EQUAL%'ACCEPTABLE'OR OTHER ARCHITECTS,CURRENT EDITION,SHALL APPLY TO ALL WORK IN THIS CONTRACT,EXCEPT AS SPECIFICALLY MODIFIED GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES,IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGMENT OF THE ARCHITECT. T-I TITLE SHEET. BELOW AND/OR BY THE AGREEMENT. _ GENERAL NOTES 2. THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE ESTIMATING THE CHRONOLOGICAL PHASES 13. THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND FIXTURE CUTS HIS/HER WORK,AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE WHERE REQUIRED TO THE ARCHITECT FOR APPROVAL. ALL SHOP DRAWINGS AND CUTS SIGNED A-1 GENERAL NOTES CONTV ORDERING LEAD TIMES,LENGTH OF TIME FOR EACH PHASE,ITS START AND COMPLETION,WITH A PROJECTED COMPLETION "APPROVED"SHALL SUPERSEDE ORIGINATING DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTORS OUTLINE SPECIFICATIONS DATE. " SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. A-2 OUTLINE sPeCIFICATION; 3. ALL MATERIALS,ASSEMBLIES,SERVICE EQUIPMENT,FORMS AND METHODS OF CONSTRUCTION,AS WELL AS THE WORK 14.ALL WOODWORK,BLOCKING,GROUNDS,FIRE-STOPPING,ETC. TO BE INSTALLED AS REQUIRED BY ALL CONTV PERFORMED BY THE GENERAL CONTRACTOR,HIS SUB-CONTRACTORS, OR ANY OTHER CONTRACTOR,SHALL COMPLY WITH' APPLICABLE CODES. - THE REQUIREMENTS OF MUNICIPAL,LOCAL,AND FEDERAL STATE LAWS, INCLUDING THE REQUIREMENTS OF THE MASS. 15. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT ANY ADJOINING PROPERTY OR WORK AND A-3 MAIN ENTRY PORC41 BUILDING CODE,THE TOWN OF CENTERVILLE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,AS ANY DAMAGE TO IT CAUSED BY HIS WORK OR WORKMEN SHALL BE MADE GOOD WITHOUT DELAY. THE ELEVATION WELL AS ANY OTHER GOVERNING REQUIREMENTS,WHETHER OR NOT SPECIFIED ON THE DRAWINGS. COST OF PATCHING AND REPLACING OF SUCH DAMAGED WORK SHALL BE BORNE BY THE GENERAL A-4 MAIN ENTRY PORCH - 4. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AS THE CONTRACTOR. THE GENERAL CONTRACTOR SHALL ALSO PROVIDE ALL NECESSARY PROTECTION FOR HIS PLAN I COLUMN DETAIL JOB PROCEEDS AND SHALL REPORT TO THE ARCHITECT ANY DISCREPANCIES. ADDENDA WILL BE ISSUED AS NECESSARY OWN WORK UNTIL FINAL COMPLETION. AND WILL BECOME PART OF THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL.PERFORM ALL WORK SHOWN 16. THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND - 5-1 FOUNDATION PLAN, GENERAL TYPES OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF ROOF FRAMING PLAN , ON THE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY INDICATED'BY OTHERS'. STRUCTURAL NOTES 5. WHERE THE CONTRACT,NOTES,OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT CONSTRUCTION,MATERIAL, AND WORKMANSHIP THROUGHOUT. _ REQUIRED BY THE BUILDING CODE OR ANY DEPARTMENT HAVING JURISDICTION OVER THE WORK,THE WORK OF THE MORE 17. THE.GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION , STRINGENT NATURE CALLED FOR BY THE CONTRACT,NOTES,OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. DOCUMENTS AT THE SITE DURING CONSTRUCTION FOR USE OF ALL TRADES. ALL CONTRACTORS SHALL 6. ALL DRAWINGS AND CONSTRUCTION NOTES AND SPECIFICATIONS ARE COMPLEMENTARY,AND WHAT IS CALLED FOR BY BE FAMILIAR WITH ALL DRAWINGS AND SPECIFICATIONS. EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY DRAWING SHALL BE 18. LIGHTING FIXTURES AND OTHER EQUIPMENT SUPPLIED BY OWNER SHALL BE DELIVERED TO THE - PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. - BUILDING BY OWNER,BROUGHT INTO THE JOB SITE AND INSTALLED BY GENERAL CONTRACTOR AS PER 7. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF MANUFACTURERS SPECIFICATIONS. COORDINATE WITH OWNER FOR SPECIFIC ITEMS,SIZES AND THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. LARGER SCALE DRAWINGS TAKE REQUIREMENTS,DELIVERY TIMES,AND DATES. PRECEDENCE OVER SMALLER SCALE DRAWINGS. 19. THE GENRAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE OWNERS LANDSCAPE , 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS CONTRACTOR AND OWNER'S LANDSCAPE PLAN. EXISTING GRADES SHALL BE EXAMINED IN THE FIELD WITHIN THE PROPOSED CONSTRUCTION AREA. THE GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE PRIOR TO CONSTRUCTION. THE GC SHALL ALERT THE ARCHITECT OF DEVIATIONS FROM PROPOSED SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS AND SHALL HAVE SOLE RESPONSIBILITY FOR ANY LAYOUTS. DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 20. USE OF ANY DESIGN SHOWN ON THESE DRAWINGS FOR ANY PURPOSE.OTHER THAN THIS PROJECT IS 9. EACH CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. UNAUTHORIZED. , EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRANSPORTATION.CHARGES ON.ALL HIS MATERIAL TO THE POINT OF USE,AND SHALL BE RESPONSIBLE FOR ALL UNLOADING,CHECKING, AND STORAGE OF SUCH MATERIAL. CONTINUED ON DRAWING A-1 - - 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL,BOTH FROM HIS OWN AND OTHER - - - SUBCONTRACTORS'EMPLOYEES,INCLUDING THAT RUBBISH WHICH iS A.BY-PRODUCT OF CABINET INSTALLATION, - - APPLIANCES,TELEPHONE COMPANY INSTALLATION,ETC. II.,THE USE OF THE WORDS"PROVIDE"OR"PROVIDED"IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED,THAT SUCH SHALL BE FURNISHED, INSTALLED,AND CONNECTED WHERE REQUIRED TO PRODUCE A FULLY OPERABLE UNIT. rt NO.U^J4 t - CAM9I�RD GE, o 56 V..—Av ... \O - m..r~...a"ewma,.r w SCALE NO SCALE GAPEHOUSE a.M- -- Walertowrt,MA 02472 455 PHINNEYS LANE ^°"'"'""--'• '�"" DATE 10.1.04 MAIN ENTRY O� .GENTERVILLE, MA "�"" JOB NO. 0105 m�.w�.. .d�.�.. 02652 n. .es u.. udx DRAWING NO. Telephone 617.928.8282 ���o,� _ PORGH A E—EA LL Faceimlle 877.926:8280 - ` os N41—w.�m".e".�w" OUTLINE SPECIFICATIONS . 21. PLUMBING,MECHANICAL,HVAC, AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS DIVISION 1: GENERAL REQUIREMENTS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED _ I.GENERAL-SEE REGISTERED SURVEY,ARCHITECTURAL.DRAWINGS, AND STRUCTURAL DRAWINGS FOR ADDITIONAL SIGN-OFFS. - INFORMATION. . - 22. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA,AND/OR ANY AREA OF THE, 2.MANUFACTURER'S RECOMMENDATIONS-ALL MANUFACTURED ARTICLES,MATERIALS,AND EQUIPMENT SHALL BE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS TO BE CONTROLLED BY APPLIED,INSTALLED,CONNECTED,ERECTED,USED,CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS. IF OWNER AND GENERAL CONTRACTOR. ., DRAWINGS AND/OR NOTES INDICATE OTHERWISE,THE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED. 23. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:8 AM TO 5 PM, 3. GOOD PRACTICE-ANY ITEM OF WORK NECESSARY TO THE PROPER COMPLETION.OF CONSTRUCTION WHICH IS NOT MONDAYS THROUGH FRIDAYS,OR AS ALLOWED BY THE OWNER AND LOCAL REGULATIONS. - SPECIFICALLY COVERED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A MANNER DEEMED GOOD 24. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS AND/OR SIZES. THE GENERAL CONTRACTOR PRACTICE OF THE TRADE INVOLVED. SHALL BE RESPONSIBLE FOR MEASURING EXISTING FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK 4.ADHERENCE TO CODES d REGULATIONS-ALL ITEMS SHALL BE INSTALLED AND MANUFACTURED IN STRICT AND PERIODICALLY DURING PROGRESS OF WORK TO VERIFY ALL CRITICAL DIMENSIONS. ANY DEVIATION COMPLIANCE WITH ALL MUNICIPAL,LOCAL,FEDERAL AND STATE LAWS, INCLUDING THE MASSACHUSETTS BUILDING CODE,, FROM DIMENSIONS INDICATED ON DRAWINGS IS TO BE APPROVED BY THE ARCHITECT. - THE REQUIREMENTS OF THE TOWN OF CENTERVILLE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS, - 25. ANY CHANGES OR MODIFICATIONS,WHICH DEVIATE FROM THE INTENT OF PLANS,MUST BE - AND ALL OTHER GOVERNING REQUIREMENTS,WHETHER OR NOT SPECIFIED ON THE DRAWINGS. APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. CHANGES AFFECTING THE.AGREED UPON. CONTRACT SUM MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION ALONG WITH ALTERED DIVISION 2: SITEWORK SCHEDULE OF VALUES FOR SAID WORK. . I. GENERAL-SEE REGISTERED SURVEY BY D. THULIN DATED 1.30.02 FOR SPECIFIC SITE INFORMATION. FINAL 26. THE CONTRACTOR SHALL OBTAIN ALL PERMITS,FILE ALL CERTIFICATIONS OF INSURANCE AND GRADING TO BE REVIEWED AND CONFIRMED IN THE FIELD. TOPSOIL TO BE PROVIDED IN THOSE AREAS TO RECEIVE SEED PROVIDE ANY AND ALL BONDS NECESSARY(INCLUDING SIDEWALK BOND IF REQUIRED),AND SHALL PAY TO MATCH ADJACENT CONDITIONS. ANY REMOVAL AND RE-INSTALLATION TASKS REGARDING SHRUBS,ETC. TO FOR SAME PRIOR TO THE START OF WORK. HE IS TO PERFORM AND WILL RETAIN AND PAY FOR ALL _ - ACCOMMODATE THE NEW WORK AND SEWER LINES SHALL BE INCLUDED. CONFIRM EXTENT OF WORK WITH OWNER'S REQUIRED INSPECTIONS DURING THE COURSE OF THE WORK. - - _ LANDSCAPE PLAN.AND LANDSCAPE CONTRACTOR. 27. ALL WORK,FOR ALL TRADES,SHALL BE DONE IN A FIRST CLASS MANNER BY EXPERIENCED, 2. PROTECTION-EXISTING GROUNDS ARE NOT TO BE DISTURBED EXCEPT FOR THOSE AREAS TO BE EXCAVATED. MECHANICS, SKILLED IN THEIR TRADE. TOPSOIL& DRIVEWAY PROTECTION SHALL BE PROVIDED IN ORDER TO PREVENT RUTTING TO SITE FROM EQUIPMENT. - 28. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING COMPATIBILITY OF ALL HIS MATERIALS AND ASSEMBLIES,AND GUARANTEES SUCH. DIVISION 3:CONCRETE 29. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN AND ORGANIZED SITE,FREE OF ALL I. GENERAL-SEE STRUCTURAL DRAWINGS FOR NOTES,SPECIFICATIONS AND LOCATIONS. ALL CONCRETE TO BE DEBRIS AT THE CLOSE OF EACH WORKING DAY. SMOKING IS NOT TO BE PERMITTED. UPON FINAL. MINIMUM 3000 PSI WITH REINFORCEMENT AS SPECIFIED. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL NOT BE LESS ACCEPTANCE OF THE WORK AT JOB CLOSE OUT LEAVE PREMISES"BROOM CLEAN",REMOVE LABELS THAN W-O"BELOW FINISH GRADE. MAXIMUM COARSE AGGREGATE DIAMETER SHALL NOT EXCEED 3/4". WHICH ARE NOT PERMANENT, LIGHT FIXTURES,AND GLASS. DIVISION 5: METALS 30. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER,OR ELECTRICAL I. STRUCTURAL METAL-PROVIDE SIZES(IF ANY)AS INDICATED ON THE DRAWINGS. ALL STRUCTURAL METAL TO BE SHOP SERVICES TO OTHER PORTIONS OF THE BUILDING WITHOUT PRIOR APPROVAL AND NOTICE FROM THE PRIMED WITH RED PRIMER. SEE STRUCTURAL DRAWINGS FOR ANY SPECIFIC NOTES,SIZES AND LOCATIONS. 31.OWNER. - 2. REINFORCEMENT-ALL CONCRETE SHALL BE REINFORCED PER STRUCTURAL DRAWINGS. CORNER BARS SHALL BE STREET SHALL CONTINUOUSLY BE ALL REQUIRED EXITS,WAY APPROACH THERETO,AND WAY MAINTAINED FREE FROM ALL OBSTRUCTIONS TRAVEL FROM THE EXITSRUCTIONS AND IMPEDIMENTS FOR TO THE PROVIDED AT ALL CORNER LOCATIONS AND INTERSECTIONS. ST F UNOBSTRUCTED EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. DIVISION 6:CARPENTRY AND MILLWORK - 32. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF DEMOLITION OR NEW I. LUMBER GRADING REQUIREMENTS-SEE STRUCTURAL DRAWING. - CONSTRUCTION WORK,THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH AS REQUIRED ALL - - A. MOISTURE CONTENT-FRAMING LUMBER NOT TO EXCEED 19%AND FINISH LUMBER AND MILLWORK NOT TO EXCEED 12%. OPENINGS TO MATCH IMMEDIATE ADJACENT AREAS IN MATERIAL,FINISH,AND FIRE RATING. - FRAMING LUMBER TO BE MIN. FB=1000PSI,FV=70PSI,AND E=1,300,000PSI UNLESS INDICATED OTHERWISE. - 33. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE(1)YEAR FROM THE B. QUALITY-LUMBER MUST BE SOUND,THOROUGHLY SEASONED,_FREE OF CHECKS AND CRACKS, FREE FROM WARP WHICH - ESTABLISHED DATE OF SUBSTANTIAL COMPLETION,UNLESS OTHERWISE NOTED,OR FROM THE DATE OF CANNOT BE CORRECTED BY BRIDGING OR NAILING. WOODWORK EXPOSED TO VIEW ON EXTERIOR OR INTERIOR SHALL BE S4S. H DEVELOPS DEFECTS 2. GRADES AND SPECIES FINAL ACCEPTANCE OF THE INSTALLATION. ANY PORTION OF THE WORK,WHIC w�Ri °�3a DURING THAT TIME,SHALL BE REPLACED OR REPAIRED IN A MANNER SATISFACTORY TO THE OWNER AT A.ALL FRAMING LUMBER(INCLUDING STUDS,WALL PLATES,SOLE PLATES,BLOCKING,ETC.)SHALL MEET THE LUMBER NO ADDITIONAL COST. t• 'C,r ''r GRADING REQUIREMENTS ABOVE,UNLESS INDICATED OTHERWISE ON STRUCTURAL DRAWINGS. * * v B. SUB FLOORING, IF ANY,SHALL BE APA-RATED TONGUE AND GROOVE 3/4"PLYWOOD. WHERE EXPOSED TO MOISTUREeI Y0, 254 m r AREAS SUCH AS BATHROOMS USE'EXPOSURE 1". USE EXTERIOR GRADE WHERE EXPOSED TO SEVERE MOISTURE. FASTENE CkABF IDLE w - BE SCREWED AT MINIMUM 6"O.C. AT EDGES AND 10"O.C.1N FIELD IN ADDITION TO CONSTRUCTION ADHESIVE. M J' w..smu 56 Dexter Avenue � ,m „d ,„W,r, SCALE NO 5r-ALE DATE I0.ID4 Watertown,MIA 02472 GAPEHOUSE �, �G�N GENERAL .NOTES, «`-= Owmd�aMr.�wd.+.�... JOB NO. 0I05 GONTV 8 •�^� "�""-� MAIN ENTRY PORGH _"_n - DRAWING NO. Telephone 617.928.9282 � H-EALL OUTLINE SPEGIFIGATIONS ® Faesimlle 677.926.8280 C. ROOF DECKING-TO BE 5/8'X 4'X 8'APA PLYWOOD,CD,EXTERIOR GRADE. ROOF SHEATHING SHALL BE APPLIED WITH SURFACE GRAIN AT RIGHT ANGLES TO RAFTERS. END JOINTS SHALL BE SUPPORTED ON BEARINGS AND STAGGERED, - WITH ALTERNATE COURSES IN LINE. PLYWOOD SHALL BE FASTENED WITH 8D COMMON AT MINIMUM 6"O.C. AT EDGE - DIVISION 8: DOORS AND WINDOWS SUPPORTS AND 12'O.C. AT INTERMEDIATE SUPPORTS WITH CONSTRUCTION ADHESIVE. I. GENERAL -ALL DOORS TO BE INSTALLED PER.MANUFACTURER'S SPECIFICATIONS-ALL NEW DOORS BY SIMPSON DOOR D. WALL SHEATHING, IF ANY,TO BE 1/2"X 4'X 8'APA PLYWOOD,CD,EXTERIOR GRADE AT ALL EXTERIOR WALL CO. (TO BE CONFIRMED)WITH NATURAL WOOD EXTERIOR AND NATURAL INTERIOR, DIVIDED LITES AND LOW E ARGON . CONSTRUCTION. - GLAZING. PROVIDE EXTENSION JAMBS AS REQUIRED. ALUMINUM THRESHOLDS WHERE REQUIRED. CONFIRM SIZE OF EXISTING . F. ROOF FRAMING TO BE 2 X 8'S AT 16"O.C. TO BE CONFIRMED WITH STRUCTURAL DRAWINGS. - OPENING&RE-USE OF EXISTING FRAME IN THE FIELD G. EXTERIOR SOFFITS-TO BE I'X 6",OR I'X 4'TONGUE AND GROOVE CEDAR. ALL SOFFITS TO BE VENTED. ALL 2. HANGING B FITTING-EACH DOOR SHALL BE ACCURATELY CUT,TRIMMED AND FITTED TO ITS FRAME. ALLOW NEW RIDGE VENTS TO BE VENTED WITH.COR-A VENT OR APPROVED EQUAL. CLEARANCE FOR PAINT AS WELL AS POSSIBLE SWELLING,AND FOR WEATHERSTRIPPING ON EXTERIOR DOORS. ALL DOORS H. EXTERIOR SIDING-TO BE PRE-PRIMED WHITE CEDAR SHINGLES BY MAIBEC,OR EQUAL WITH SEMI-TRANSPARENT STAIN SHALL OPERATE FREELY WITHOUT BINDING AND ALL HARDWARE SHALL BE ADJUSTED PROPERLY. CONFIRM FINISH FLOOR IN GRAY/BLEACHING OIL COMBINATION,5'TTW TO MATCH EXISTING. CONFIRM WITH ARCHITECT PRIOR TO ORDER(CONFIRM - MATERIAL AND THICKNESS PRIOR TO SETTING DOORS. IN FIELD). I. EXTERIOR TRIM-TO BE#2 OR BETTER PINE OR APPROVED EQUAL TO MATCH EXISTING. - DIVISION 9:FINISHES 3.JOISTS-ALL JOISTS SHALL BE DOUBLED UNDER PARTITIONS AND AS INDICATED ON THE DRAWINGS..SEE STRUCTURAL L TILE-ALL EXTERIOR PAVING TILE SHALL BE INSTALLED 8 PROVIDED BY G.C. PROVIDE BLUESTONE SAMPLE FOR DRAWINGS. - " APPROVALS PRIOR TO ORDER. 4. CROSS BRIDGING-JOISTS OVER B'-O".IN SPAN SHALL BE BRIDGED WITH ONE ROW OF I'-X 3'CROSS BRIDGING,CUT 2. PAINTING &STAINING- ON BEVEL AND NAILED UP TIGHT AFTER SUB FLOORING HAS BEEN APPLIED. - A. FURNISH ALL LABOR,MATERIALS,TOOLS,LADDERS,SCAFFOLDING,AND OTHER EQUIPMENT NECESSARY TO PROPERLY 5. CEILING JOISTS -SEE STRUCTURAL PLANS AND ARCH. DRAWINGS FOR SIZES/LOCATIONS - _ EXECUTE A COMPLETE JOB OF EXTERIOR AND INTERIOR PAINTING. B. PAINT,STAINS,SEALERS,FILLERS,LINSEED OIL,SHELLAC,LACQUERS,TURPENTINE,AND OTHER PAINTING MATERIALS DIVISION 7:MOISTURE 8 THERMAL PROTECTION - SHALL BE OF THE HIGHEST QUALITY,AS MANUFACTURED BY SHERWIN WILLIAMS,BENJAMIN_MOORE,OR APPROVED EQUAL. - I. GENERAL-THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO COMPLETE THE FOLLOWING ITEMS SHOWN C. COLORS TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. ON THE DRAWINGS,OR HEREIN SPECIFIED,OR BOTH AS FOLLOWS: D. SCHEDULE OF PAINTING AND FINISHES SHALL BE AS FOLLOWS: , A. IKO ORGANIC 3 TAB ARCHITECTURAL SHINGLE,DRIFTWOOD COLOR WITH 25 YEAR WARRANTEE,IF UNABLE TO MATCH- INTERIOR-FOR PATCHING,IF REQUIRED. , EXISTING. CONFIRM WITH ARCHITECT. - INTERIOR GYPSUM WALLS AND CEILINGS-ONE COAT OF APPROVED PRIMER/SEALER,TWO COATS OF FLAT LATEX. INTERIOR WALLS AT BATHS -.ONE COAT OF ENAMEL UNDERCOAT,TWO COATS OF LATEX ENAMEL. B. METAL FLASHING AND ROOFING OPENINGS, JOINTS, (INCLUDING BITUTNS OF ENEDIFFERENT ICE AND WATER SHIELD)AS REQUIRED. WOODWORK- STAINED- ONE COAT OIL BASED SEALER,TWO COATS SATIN VARNISH. C. CAULKING REQUIRED AROUND OPENINGS,JOINTS,AND JUNCTIONS OF DIFFERENT MATERIALS. D. BATTEN INSULATION AND RIGID INSULATION BOARD. PAINTED-ONE COAT ENAMEL UNDERCOAT,ONE COAT SEMI GLOSS ENAMEL.2. ASPHALT ROOFING& U EXTERIORNDERLAYMENTS-NEW ROOFING WITH 25 YEAR WARRANTEE,CLASS A OR AS APPROVED PAINTED-ONE COAT OIL BASE UNDERCOAT,TWO COATS OIL BASED HOUSE PAINT. BY ARCHITECT.. ROOFING TO BE INSTALLED OVER 5/8'EXTERIOR GRADE SHEATHING,WITH 91TUTHENE ICE AND WATER STAINED-TWO COATS OIL BASED STAIN. - SHIELD AT EAVES(MINIMUM 2' COVERAGE UP ROOF PAST WALL LINE BELOW), 15 LB. ROOFING FELT IS TO BE APPLIED " OVER PLYWOOD DECKING,WITH LAYERS OVERLAPPING AT LEAST 4"WORKING TOWARDS THE RIDGE. B. SUB FLOORING- - APA RATED TONGUE AND GROOVE 3/4"PLYWOOD. WHERE EXPOSED TO MOISTURE IN AREAS SUCH AS.BATHROOMS USE DIVISION 10: SPECIALTIES - "EXPOSURE 1". USE EXTERIOR GRADE WHERE EXPOSED TO SEVERE MOISTURE.FASTENERS TO BE SCREWED AT MINIMUM 6* I. FINISH HARDWARE-INSTALL ALL REQUIRED HARDWARE TO PROVIDE FOR COMPLETE OPERATION OF ALL EQUIPMENT. O.C. AT EDGES AND 10'O.C. IN FIELD IN ADDITION�TO CONSTRUCTION ADHESIVE. _ CONFIRM WITH OWNER TYPES,STYLES,AND MANUFACTURERS. HARDWARE SHALL INCLUDE,BUT NOT.BE LIMITED TO - 3. CAULKING -JOINTS AND FACES TO BE CAULKED SHALL BE CLEAN,FREE FROM DUST AND DIRT,AND DRY. JOINTS - EXTERIOR.DOOR HARDWARE(HINGES,DEADBOLTS. LOCKS,ETC.). ALL HARDWARE IN BRUSHED CHROME FINISH AS MORE THAN 1/2"DEEP SHALL BE PACKED WITH BACKING TO 1/4'OF SURFACE BEFORE APPLYING CAULKING. CAULK MANUFACTURED BY_SCHLAGE OR APPROVED EQUAL.STYLE TO MATCH EXISTING(TO BE CONFIRMED BY ARCHITECT). JOINTS BEFORE-FINAL COAT OF PAINT.OR STAIN IS APPLIED TO.ADJACENT WORK. CAULK EXTERIOR FACINGS OF ALL HARDWARE FOR POSSIBLE SCREEN DOOR TO BE CONFIRMED WITH OWNER 8 ARCHITECT. EXTERIOR LOCKS TO BE KEYED.ALIKE WINDOW,DOOR FRAMES, AND OTHER OPENINGS. CAULKING SHALL BE DONE WITH A GUN BY SKILLED MECHANICS. AFTER (CONFIRM WITH OWNER). - - - - CAULKING COMPOUND HAS BEEN APPLIED,GLAZE AND SMOOTH SURFACE BY BRUSHING SURFACE WITH A FINE BRUSH DIPPED HARDWARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR. IN MINERAL SPIRITS. PAINT CAULKING BEAD TO MATCH ADJACENT SURFACES. - np.nsrT 4. INSULATION-SEE DRAWINGS FOR LOCATIONS,TYPES,AND QUANTITIES. INSULATION PROVIDED BY GAF,. L THERMAL AND SOUND INSULATION A. MATERIALS: _ CATION AS SHOWN ON THE OWENS-CORNING, CERTAINTEED,OR APPROVED EQUAL. COMPLETE AL DRAWINGS AND AS SPECIFIED HEREIN. / Na 6254 1° WALLS-2"X 6"EXTERIOR WALLS-6'FIBERGLASS-BATTS(R-21). - o GAtd6R1UGE, p, REDUCE THICKNESS OF INSULATION AT PERIMETER TO ALLOW FOR VENTILATION. IF FRAMING MEMBERS DO NOT ALLOW 10" HIGH DENSITY BATTS,ACHIEVE R-30 WITH OTHER METHODS(RIGID INSULATION,,ETC.)COMPLETE RIGID INSULATION BELOW SLAB AND IN CRAWL SPACE AS PER NA MASSACHUSETTS ENERGY REGULATIONS. - F'- 0 ps B. INSTALL 6MIL POLYETHYLENE VAPO[LBARRIER ON INSIDE OF ALL EXTERIOR STUD WALLS AND CEILINGS m.we�.rw w.w•as SCALE NO SCALE 56 Daxter Avanua m" N,ryyy�,"�.,yy.,.e. a.r'"�'r"'p°'"'r DATE IO.IA4 r,mnuu�uawrsc„"ey GAPEHOUSE ��\N OUTLINE �— -Watertown,MA 02472 JOB NO. olm MAIN ENTRY PORCH CONTINUED O SPEGIFIGATION5, DRAWING NO. :,�"' '� Telephone 617.928.8282 �. � ..M_.r�..,..�.e. � au_ 1 Facslmlle 677.926.82t30 ]ALL "o 4 • *-10'-5"(EQUAL) t10'-5"(EQUAL) ROOF SHINGLES TO MATCH EXISTING. - COR-A-VENT RIDGE VENT 12 -. WAVY SHINGLE PATTERN CURVED BEADBOARD CEILING - BEYOND.TO MATCH 12 I TRIM.AT SOFFIT C FASCIA TO MATCH.EXTG: - - - ' ADJACENT PORCH,WITH NEW HEW SIMPSON DOOR 4 SIDELIGHT - 4'-O•Xl'-0•TOTAL DIM. , RECESSED'LIGHT FIXTURE STYLE TO MATCH SIDE ENTRY DOOR, CONFIRM AVAILABLE • - (CONFIRM TYPE WITH OWNER) 1N FIELD AND SPEC.WITH ARCHITECT PRIOR TO ORDERING AND INTERIOR SWITCH. + EXT.LIGHT'G TO REMAIN - WINDOW Ex�D DOUBLE 2 FIR BEAM BEYOND YtlS WINDOW IN FIRST FLOOR- - - - - .. . ..I.._.. I :. .. .. 2'X3'BLUESTONE PAVERS; - P•f.Am6e,� . bXb P.T.COL.WRAPPED,PAINTED. USE EXTG.WHERE POSSIBLE; - CQ ^ SEE PLAN(A-4/A)FOR PATTERN. CONFIRM GRADES IN FIELD WITH Q ONAIER5 LANDSCAPE PLAN. I' COORDINATE ALL WORK WITH ' 8�T8" OMIER'S LANDSCAPE PLAN AND ♦0�C� - LANDSCAPE CONTRACTOR... DOUBLE WRAPPED COLUMN AT BASE _ 10 O" Z _ WITH SLOPED TRIM GAP.PAINTED. BLUESTONE STEP NU o CAM.,,1^_2 - NOTE; REMOVE EX15TIN15 STEP' (SET ASIDE BLUESTONE FOR POSSIBLE REUSE).REMOVE EXISITNG RAILINGS, y w - oy G� SCREEN DOOR.t FRONT DOOR PRIOR TO NEW CONSTRUCTIONKCOL' CtGOL. /1 CONFIRM P0551BLE REUSE OF DOORS BY OWNER r _ I - - �� 'D�►F,q BEFORE D15CARN AN LANDIGArE ALL WDRKOR. o1uERs MAIN ENTRY PORCH E -EVA 1 LANDSCAPE PLAN AND LANDSCAPE COIJTRAGTO1T I/4"=I'-O . 56 Deixtar Avenue O Tr,..r•,�..r..r.r•ae.•• SCALE 1/4•n 1'-0' � DATE 10.104, We:eewn,MA02472 GAPEHOUSE. ��\� MAIN ENTRY PORCH K Mll�e�yv..urw.l.w•r JOB NO. OIOS MAIN ENTRY FOR GH �• T�d�� Telephone 617.926.8282. sr resin e. DRAWING NO: . .sa�....•. 1� D 0 Faesimlle 817.928.8280 .aow N•p•n w..w..•n Ina. NEW ROOF SHINGLES TO MATCH EXISTING - 2 X&FRAMING AT 16'OC.- - SEE STRUCTURAL DRAWING 2X WITH CURVED EDGE AS OFFICE \ ENT TV ROOM " BEADBOARD SUPPORT - . 4X6 FIR BEAM, I NEW SIMPSONDOOR AND SIDELIGHT EXPOSED AT VESTIBULE - 4'-0'X T'-O'UNIT DIM.CONFIRM AVAILABLE RA.IN FIELD AND SPEC.WITH ARCHITECT IX4 CURVED CLOSED RAFTER TAILS. - - I •. - PRIOR TO ORDER BEADBOARD CEILING - TYPICAL -6' IF TO MATCH EXISTING I REPLACE AND/OR PATCH INTERIOR TRIM WITH IX EDGE TRIM I - AND FLOOR IF REQUIRED / SIMPSON HOLD DOWN AT - - `NEW OAK THRESHOLD(CONFIRM WITH BEAM ENDS. \ DOOR SPECIFICATION J 5- 12"v.i.F 5'-6 I/ "v.U. - - IX TRIM TO WRAP COLUMN, I - - PAINTED WITH CORNERS MITERED 7EA -GO FI M IN IELD TEQU L-CON I M IN F ELD AND 2X MITERED COLUMN CAP - " ROOF RHANG CONCRETE PAD IN/BLUESTONE TILES 2'X3'X2';CUT DOWN AS REQUIRED. QSEGTION THRU BEAM BEYOND FASCIA TILE PATTER To BE CONFIRMED 11/2"=I'-O" DIRECTION OF CURVED BEAD I j I BOARD SOFFIT ABOVE •1._O. . P.T. POST IX TRIM TO WRAP COLUMN ABOVE. - I- W/51MPSON POST ANCHOR ` PAINTED,CORNERS MITERED (() MIN.4'-0'BELOW GRADE F 8" 8„I B"f SEE FOUNDATION PLAN(S-1/B) b AAA 2ND�YER IX TRIM TO WRAP BASE.PAINTED: _ rt} .O'-6' CORNERS MITERED - CONFIRM 3'BOTTOM STEP _O" GRADE 4 L' CONFIRM BOTTOM STEP LAYOUT WITH �D rD 4 TOPPED WITH SLOPED IX CAP WITH DRIVEWAY CLEARANCE. * OYPIER5 LANDSCAPEULNA„/p 6xb P.T.COLUMN W/5IMPSON POST ANCHOR REDUCE TO 2'IF NECY IO,-0„ y - r - (CONFIRM IN FIELD). " 12'-61/2" No.6254 s>.• svr a.• - < o CAMBRIDGE, K z MA y B COLUMN DETAIL ( d1 MAIN ENTRY PORCH PLAN OW..� n«�nr► SCALE AS NOTED 56 Dexter Avenue � '�'«'« «�� �\ "'N`x�Y r�'�'�"x DATE. IO.IA4 M� .wb�Iw GAPEHOUSE �C/�\ ` MAIN ENTRY PORGH -�•-�« «Watertown�MA 02472 JOB NO. OIOS MAIN ENTRY PORGH - `""""""'�`"',- Telep�one677.926.6282 - rer��,e�r...�iuu�.wm DRAWING NO. Faealmile-677.926.6260 - - .aonn M41-n. eea.Ir.- STRUCTURAL NOTES LUMBER NOTES GENERAL I.ALL LUMBER SHALL HAVE A MOISTURE CONTENT OF NOT MORE THAN 19%. 1.ALL WORX PER MASS—MG BUILDING CODE,AND ALL OTHER APPLICABLE LOGES AND 2,ALL LUMBER SMALL BE SPF,OR BETTER.HAVING A MINIMUM:FO=IOOOPSI,FV=70PGI, REGULATIONS. - E=1,300,000PGI.• 2.ALL COORDINATES AND CONNECTIONS TO EXISTING STRUCTURE TO BE VERIFIED IN,THE FIEID WITH 3.ALL LVL LUMBER DENOTED ON PLANS SHALL HAVE A MINIMUM:R=ZSOOPSI,FV2285P51, EXISTING CONDITIONS. E=2.000.00OPSI. 3.ALL WOPot TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 4.ALL GIST SPANS"AM HAVE ONE ROW OF I•X 3-CROSS BRIDGNG AT MI—IF MORE THAN ' 4.GC TO ALERT ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FROM ASSUMED EXISTING' B'-0'IN.LENGTH. CONDITION 5.ALL INDICATED ON THE DRAWINGS,' 5.PROVIDE SOLID BRIDGING OR BLOCKING AT ALL.PARTITIONS. ' LAYG1ITS AND SIZES SHOWN ARE DIAGRAMMATIC AND MUST BE CONFIRMED WITH STRUCTURAL 6.PROVIBE ALL NECESSARY METAL TIMBER CONNECTIONS WITH ADEQUATE STRENGTH TO CARRY LOADS ENGINEER PRIOR TO CONSTRUCTION. TO FOUNDATION. " 7. SIMPSON HOLD DOWNS(HURRICANE TIES)TYPICAL AT ALL ROOF RAFTER,WALL CONNECTIONS AND FOUNDATION NOTES RIDGE CONNECTIONS. EXTG.ROOF JOISTS I.ALL FOUNDATION FOOTINGS SHALL BE CARRIED DOWN A NUDMUM OF 4'-0'BELOW FINISH GRADE,OR DEEPER,IF NECESSARY.TO OBTAIN A SAFE SOIL BEARING PRESSURE OF 2 TONS PER SQUARE FOOT. .STEEL NOTES, xB C I FLA FOUNDATION DESIGN SHOWN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2 TONS PENSDUARE I.BOLTS:A325,ANCHOR BOLTG:A307. F.T. 2.ALL STEEL TO BE PROTECTED WITH RUST INHIBITIVE.PRIMER PRIOR TO INSTALLATION- - 2.ALL FOOTINGS SHALL BE R —UNDISTURBED SOIL:OR ENGINEERED BANK RUN GRAVEL FILL �- _ MATERIAL WITH A MINIMUM DRYY DIET UFNSNTY OFE 95%. - - 3.ALL fOOTINGG SILLL BE M.G IN THE NRY ONLY. ADD.BLOLKING AS RE(]UIRED 4.NO iMINIMU SHALL BE POURER A FROZEN GROUND. _ - e I TO EXISTING FRAMING S.THE MINIMUM REINFORCING FOR ALL FOUNDATION WADS SHALL BE 2-85 BARS AT TOP AND - ° BOTTOM,CONTINUKKR;OR AS SHOWN ON THE DRAWINGS. - - 6 LAP ALL BARS 40 DIAMETERS AND PROVIDE CORNER BARS.- ' 7.ALL REINFORCEMENT:ASTM A615-60,WWF A185. _ II CONCRETE NOTES I.ALL CONCRETE SHALL ATTAN A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI. - 2.MAXIMUM SLUMP SHALL MY EXCEED 3';AND MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 374• IN DIAMETER. -. 3.ALL CONCRETE SHALL BE POURED N 900 SF PANELS,MAXIMUM;OR.PROVIDE CONTROL JOINTS BY � SAWCUTTING THE SLAB WHILE THE CONCRETE IS STILL GREEN. V LINE OF EXISTING WALL BELOW SLAB DEPTH 24' - .- AT EXTERIOR WALL 2zB5 O Ib°O.G.TIP. OF HOUSE AND PERIMETER 4X5 FIR BEAM(EXP05ED) 0 - P05T UP BEAM 0 I - 5•REINFORCED CONCRETE SLAB WITH 12/12 WWF ON b-12'COMPACTED GRAVEL r IN CEILING.BEL�ORTS 2'x2'x 12'REINFORCED CONCRETE IL.. AS STRAPPING FOR _ W M BEADBOARD _ - FOOTING,MIN.4'-0•BELO GRADE.MIN.. _ 2 D5 REBAR EACH WAY TOP AND BOTTO . T f I KIT REINFORCED CONCR RIDGE- I ETE POST ° - WITH 4 RS REBAR MIN. DOUBLE 2X5 M. -.. _ .. • 2,O" - SLAB DEPTH W-4'BELOW GRADE i lo,_o„ _ °'dma P COL. 4 - 4GOL. � No.6254 y CA.BRIDGE, K ROOF FRAMING PLA w ^^A 8 FOUNDATION PLAN I/4P=r-O° � . O n+xrwarlm..r w.Ras SCALE 1/4'-1'-0•. 56 Dexter Avenue - F�..�I<H...eI2w a.aA.PiFA.w.Ir. WateTtOWF1,NIA 02472 GAPEHOUSE ° _ �\� ROOF FRAMING PLAN MAX WMM. KAM DATE IO.IA4 r.vB.. H P,I d. MAIN ENTRY PORCH O� FOUNDATION PLAN � JOB NO. 0105 v I.,,raN...WwrB.Fl� DRAWING NO. Telephone 617.826.8282 STRUGTURAL NOTES "Faalmlle 617.926.8280 (/ E-E ALL `OO`p1pnV \�o I I t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -�` _ Parcel ��E '�� Permit# Health Division e Date Issued Conservation Division ��� 4J y' Fee �, Vji':P ti�iC S+�i`STL01, P, � e TEE Tax Collector ��/ AlCiS`i ALLED IN COMPLIANCE�fp F:eo Treasurer //� �t_J WITH TITLE 5 00 ENVIRONMENTAL CODE AND. �sd� Planning Dept. TOWN REGULATIONS Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �� Project Street Address Village 7 Owner �id ress ��ii ►►/C2 --, w> R) Telephone Permit Request o Square feet- 1st floor: existing,12� propose4/ r� 2nd floor: existing ® p posed Total new Valuation bZoning District Flood Plain Groundwater Overlay Construction Type -�-67?, x jX�f Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Zo On Old King's Highway: ❑Yes o Basement Type: W/Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /fir Basement Unfinished Area(sq.ft) Number of Baths: Full: existing .3 new Half:existing new Number of Bedrooms: existing_ new -5" Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Q Gas ❑Oil ❑ Electric ❑Other Central Air: Yes o Fireplaces: Existing New Existing wood/coal stove: ❑Yes o Detached garage: existing ❑new size Pool:❑existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing ❑new size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name_&�eq Telephone Number Address License# 06F, ` Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION BBI SULTING FROM THIS PROJECT WILL BE TAKEN TO 1� SIGNAT DATE FOR OFFICIAL USE ONLY PERFAIT NO. r • r DATE ISSUED MAP/PARCEL NO. It ADDRFSS - t VILLAGE, DATE OF INSPECTION: f; ;, '�i'� '• '� /`� jj;,..- �1 • r - . J FOUNDATION FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH :FINAL 1' i. :- J a 1 .r PLUMBING: ROUGH FINAL `{ GAS: ROUGH;, . FINAL'S ` t FINAL BUILDING - `�. '•, -- ` �' � �'' ..�M, ; �/' � f �, ,� ,. i ram"•`-- ♦ . DATE CLOSED OUT ASSOCIATION PLAN NO. •� ✓ J - . RESI ENTIAL BUILDING.PERNHT FEES ' APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations 525.00 Building Permit Amendment SZ5.00, FEE VALUE WORK,SHEET NEW LIVINGS ACE , A�' Af 1/5 square feet x$96/sq.foot a � x.0031= plus om below(if applicable) r . ALTERATIONS/RENOVATIONS OF EXISTING SPACE��� square feet x S64/sq.foot= x.0031= ► / "�'.`� plus m below(if applicable) • ACCESSORY STRUCTURE>120 sq. >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 i x$30.00= (number) Deck _x$30.00= 04 (number) Fireplace/Chimney x$25.00= - (number) Inground Swimming Pool . .$60.00 Above Ground Swi6mdng Pool SZ5.00 Relocation/Moving S150.00 (plus above if applicable) Permit Fee pmjcost The Commonwealth of Massachusetts Department of Industrial Accidents Oxce VIIJIY85018l%ODs = t 600 Washington Sheet Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: location: city phone�l ❑ 'I am a homeowner performing all work myself am a sole oprietor and have no one woiki>s in ca salty ////G%%%//%///%//%/%%%/%%%////%%/%%/%///%%%/////%%//%//%% %/%/% ////%//%/%/%%%%%%%/%%%/%%%%/%%%%%/%%%/%%%////%//%%//%%%/%/%%%%�/////%//0%/%%%%%�%/ iom>Ta�name->::::.. ::. .:...:..:. ,......... ............::::...... .. :. :r:i::Y:::::;;:;:;:3::>;:;::::;::::::i;::rr:::::::::::::::+;::;:r:;:::::::::;c;::;:::{<::5:;:;:::::::;;:::i:;:::'t;:::::;-,•::::::;;;:i::::;:'tr:>:;;:';';:::;:;: :::';>;::<::;:;<.r:;:is:::?:'t:;::::::i:t;i,;::;; �. ........:... .. ..:::.:.. acl8res .w ..:.::...:;............... ct ..�:::::::::.: ........... ..................9���w�^'"...... ..... bone.#....:. ... :::.:::.:::: ........................ /Di I I am a sole proprietor;general.coutractor,or.homeowner(circle one)and have hired the contractors listed.below who have the following workers compensation polices: c�n_any��n m W. ;:.:. . :..... . .:.i{iy:::?::;3:::•i:;'�'i?>{�:7:•::;:��;•'.:':•ij;?.:i::4 .... h� 1II ..yr:4:{•;:•i;ni::::.ii:•i::. i:•iY-l.:{{;•::'-0i :l:;{......_.. ............................. ,�....,.... ................. ......................:•::w.::.i.':"r.�:........ :•:n•::•:;;•: ;4}i........... •. .. ....{r.:...........;uw:.�::.�:::.�:.�::::::.�::: ::::.;....�.�:•:::::::::::.............. "v..•:•:::{r•: ...i.•r.•r.�:::::: ..................................:...................................................... .:..........x...r...r.............. ..............................::::.�.:::...:... .....:.... .:. v............................................. :.:.....i.... ........................................... :. .........n...r.{ ............... ............... i_�./►.::{;v;:;:;':;:;:;:is:;'.?;:;:;':j;':v;:jj!?;:,v;:;:;:..';:;:::'}:i:'�:}::;:;:;::>:i::::i:?:Jiii:vi-::�:�':��i?.:i:i:i:;:?::::;v::�: {ibii:::<::�••.t.:ii:4ry::i:•i:•::•'•:iii::?i::j::":5>:{:::i::j}i:>i:::;::i:::Si::j::i: h b U. .�Z[1aT8110E; Faibrr a to seenre coverage er SA ofMGI.152 can lead to the Imposition of criminal penalty+of a&te to 51;500.00 and/or one yearn imprisonm eII a,civII penaitin in form of a STOP WORK ORDER and a tine of 5100.00 a day agaitut me. I tmderstand that a copy of this ata y be forwarded to the O e of Investigations of the DIA for coverage verification. I do here c th p ' p nalties of perjury that the information provided above is&W.rd c rre Date Si tore Print nam Phone# official we only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department OUcensing Board ❑checkif immediate response is required ❑Sdeetmews Office _ ❑Health Department contact person: phone#; 00thu•. (rAW 9195 PJA) Information and . Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their ;mployees. As quoted from the "law", an employee is defined as every person in the service of another under any contract )f hire, express or implied, oral or written. kn employer is defined-as an individual, partnership, associa on, corporation or other legal entity, or any two or more of he foregoing engaged in a joint enterprise, and including the egal representatives of a deceased employer, or the receiver or zustee of an individual, partnership, association or other 1 al entity, employing employees. However the owner of a swelling house having not more than three apartments and ho resides therein;.or the occupant of the dwelling house of mother who employs persons tondo maintenance , co on or repair work on such dwel 'ling house or on the grounds or wilding appurtenant thereto shall of because of such ployment be deemed to be an.employer. MGL chapter 152 section"25 also sta s thatevery stat or local licensing agency shall withhold the issuance or renewal of a license or permit to operate-a business or to to truce buildings in the commonwealth for any applicant who has not.produced acceptable evidence of compliance wi the insurance coverage required. Additionally,neither,the commonwealth nor any of its political subdi ions s enter into any contract for.the performance of public work until acceptable evidence of compliance with the ' ce requirements of this chapter have been presented to the contracting authority. ME Applicants Please fill in the workers' compensation affida complet ,by checking the box that applies:to your situation and supplying company names, address and phone umbers alo th a.certificate of insurance as all affidavits may be submitted to the Department of Industrial cidents for co on of;nmz ce coverage. Also be sure to sign and. date the affidavit. The affidavit should be eturned to the city or wn that the application for the permit or license is being requested, not the Department of Ind Accidents. Shoul ou have any questions regarding the'law'or if you are required to.obtain a workers' compens on policy,.please call the artmetrt at the number listed below. City or Towns Please be sure that the affidavit is'comp and printed legibly. The Department has rovided a space at the bottom of the affidavit for you to fill out in the event a Office of Investigations has to contact you re arding the applicant. Please be sure to fill in the peimitllicense n er which will be used as a reference number. The davits may be retired io the Department by mail or FAX unle s'other airangemes have-been made.-- The Office of Investigations woul like to thank you in advance for you cooperation and should u have any questions. please do not hesitate to give.us a call. The Department's address,tel one and_fax number: _ The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Investigations \ 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 hone#: 617 7274900 eat. 406, 409 or 375 THE The Town of Barnstable „A g Regulatory Services `bA i659' a`0 Thomas F. Geiler, Director, TED MA'f Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 eJl.d Permit no k7. 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 Estimated Cost . of Work:a 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 ❑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 RATION PROGRAM OR GUARANTY WFUND UNDER MGL cORK DO NOT c. ACCESS TO THE ARBITRATION PROGRAM SIGNED UNDER PENALTIES OF PERJURY I hereby,applyjbr a permit as the agent of the owner: v ° Registration o. Dat Contractor Name OR Date Owner's Name q:forms:Affidav:rev-070601 r 4. ... • � ✓�TJ67Jt/�IEO'17 � O�✓l!Clldd�tlCGP.�b , BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number.ICS 052862� Expires 02I25/2003 Tr.no: 7347 ,I Restricted To",. 00, GARY K FRASE 21 ELM STREET '""' PEPPERELL MA 01463 Administrator Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 124959 Expiration: 9/17/03. t+it } TYPe: Individual 1 Gary K.Frase � Gary Frase 21 Elm St Pepperell, MA 01463 Administrator . i i ' I GENERAL NOTES LIST OF DRAWINGS I. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,STANDARD.FORM OF THE AMERICAN INSTITUTE OF 17. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION ARCHITECTS,CURRENT EDITION,SHALL APPLY TO ALL WORK IN THIS CONTRACT,EXCEPT AS SPECIFICALLY MODIFIED DOCUMENTS AT THE SITE DURING CONSTRUCTION FOR USE OF ALL TRADES.ALL CONTRACTORS SHALL T4 TITLE SHEET,6BEI2AL NOTE5 BELOW AND/OR BY THE AGREEMENT. BE FAMILIAR WITH ALL DRAWINGS AND SPECIFICATIONS. A-I OUTLINE SPECIFIGATION5 2.THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE ESTIMATING THE CHRONOLOGICAL PHASES OF 18.APPLIANCES,FIXTURES,AND EQUIPMENT SUPPLIED BY OWNER SHALL BE DELIVERED TO THE HIS/HER WORK,AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE BUILDING BY OWNER,BROUGHT INTO THE JOB SITE AND INSTALLED BY GENERAL CONTRACTOR AS PER A-2 OUOJIJE SPECIFICATIONS CONTINIED ORDERING LEAD TIMES,LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION,WITH A PROJECTED COMPLETION MANUFACTURERS SPECIFICATIONS. COORDINATE WITH OWNER FOR SPECIFIC ITEMS,SIZES AND A3 DOOR A HINOOM SCAB AND DATE. - REQUIREMENTS,DELIVERY TIMES,AND DATES. SIZE V.YOUi PLAN 3.ALL MATERIALS,ASSEMBLIES,SERVICE EQUIPMENT,FORMS AND METHODS OF CONSTRUCTION,AS WELL AS THE WORK 19. USE OF ANY DESIGN SHOWN ON THESE DRAWINGS FOR ANY PURPOSE,OTHER THAN THIS PROJECT IS PERFORMED BY THE GENERAL CONTRACTOR,HIS SUB-CONTRACTORS,OR ANY OTHER CONTRACTOR,SHALL COMPLY WITH UNAUTHORIZED. A-4 005TINS FLOOR PLANS THE REQUIREMENTS OF MUNICIPAL,LOCAL,AND FEDERAL STATE LAWS,INCLUDING THE REQUIREMENTS OF THE MASS. 20. PLUMBING,MECHANICAL,HVAC, AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS BUILDING CODE,THE TOWN OF CENTERVILLE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REOUIREMENT_S,AS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED A 5. EJO5TIN6 FRONT AND 510E ELEVATIONS WELL AS ANY OTHER GOVERNING REQUIREMENTS,WHETHER OR NOT SPECIFIED ON THE DRAWINGS. SIGN-OFFS. - A-6 'EwsTINS REAR ELEV.AM DEI.1D.NOTES 4.THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AS THE 21.ALL BUILDING.MATERIALS STORED AT THE CONSTRUCTION AREA,AND/OR.ANY AREA OF THE JOB PROCEEDS AND SHALL REPORT TO THE ARCHITECT ANY DISCREPANCIES. ADDENDA WILL BE ISSUED AS NECESSARY BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS TO BE CONTROLLED BY A'T DEMOLITION PLAN AND DEMO KEY N7fE5. AND WILL BECOME PART OF THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK SHOWN OWNER AND GENERAL CONTRACTOR. A-0 PROP05EP FIRST Fi00R PLANON THE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY INDICATED"BY OTHERS'. 22. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:B AM TO 5 PM, 5. WHERE THE CONTRACT,NOTES,OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT MONDAYS THROUGH FRIDAYS,OR AS ALLOWED BY THE OWNER AND LOCAL REGULATIONS. A-9 FROP051212 LOFT PLAN REQUIRED BY THE BUILDING CODE OR ANY DEPARTMENT HAVING JURISDICTION OVER THE WORK,THE WORK OF THE MORE 23.DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS AND/OR SIZES. THE GENERAL CONTRACTOR - STRINGENT NATURE CALLED FOR BY THE CONTRACT,NOTES,OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. SHALL BE RESPONSIBLE FOR MEASURING EXISTING FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK A-10 P4ZOP05EP FRONT ELEVATION 6.ALL DRAWINGS AND CONSTRUCTION NOTES AND SPECIFICATIONS ARE COMPLEMENTARY,AND WHAT IS CALLED FOR BY AND PERIODICALLY DURING PROGRESS OF WORK TO VERIFY ALL CRITICAL DIMENSIONS. ANY DEVIATION A-II PROPOSED 510E ELEVATION - EITHER WILL BE BINDING AS IF CALLED FOR BY ALL ANY WORK SHOWN OR REFERRED TO ON ANY DRAWING SHALL BE FROM DIMENSIONS INDICATED ON DRAWINGS IS TO BE APPROVED BY THE ARCHITECT. PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 24.ANY CHANGES OR MODIFICATIONS,WHICH DEVIATE FROM THE INTENT OF PLANS,MUST BE Aa2 PROP05ED REAR ELEVATION 7. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.CHANGES AFFECTING THE AGREED UPON 54 57R1JG7URAL5 THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. LARGER SCALE DRAWINGS TAKE -CONTRACT SUM MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION ALONG WITH ALTERED PRECEDENCE OVER SMALLER SCALE DRAWINGS. - SCHEDULE OF VALUES FOR SAID WORK. - 5-2 5TIa1GTURAL5 8.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS 25.THE CONTRACTOR SHALL OBTAIN ALL PERMITS,FILE ALL CERTIFICATIONS OF INSURANCE AND - WITHIN THE PROPOSED CONSTRUCTION AREA. THE GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE PROVIDE ANY AND ALL BONDS NECESSARY(INCLUDING SIDEWALK BOND IF REQUIRED),AND SHALL PAY - SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS AND SHALL HAVE SOLE RESPONSIBILITY FOR ANY FOR SAME PRIOR TO THE START OF WORK. HE IS TO PERFORM AND WILL RETAIN AND PAY FOR ALL DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. REQUIRED INSPECTIONS DURING THE COURSE OF THE WORK. 9. EACH CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. 26.ALL WORK,FOR ALL TRADES,SHALL BE DONE IN A FIRST CLASS MANNER BY EXPERIENCED EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRANSPORTATION CHARGES ON ALL HIS MATERIAL TO THE POINT OF, MECHANICS,SKILLED IN THEIR TRADE. - USE,AND SHALL BE RESPONSIBLE FOR ALL UNLOADING,CHECKING,AND STORAGE OF SUCH MATERIAL. 27.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING COMPATIBILITY OF ALL 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL,BOTH FROM HIS OWN AND OTHER MATERIALS AND ASSEMBLIES,AND GUARANTEES SUCH. SUBCONTRACTORS' EMPLOYEES, INCLUDING THAT RUBBISH WHICH IS A BY-PRODUCT OF CABINET INSTALLATION, 28.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN AND ORGANIZED SITE,FREE OF ALL - - APPLIANCES,TELEPHONE COMPANY INSTALLATION,ETC. DEBRIS AT THE CLOSE OF EACH WORKING DAY.SMOKING IS NOT TO BE PERMITTED. UPON FINAL II. THE USE OF THE WORDS"PROVIDE"OR"PROVIDED"IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, ACCEPTANCE OF THE WORK AT JOB CLOSE OUT LEAVE PREMISES'BROOM CLEAN",REMOVE LABELS UNLESS OTHERWISE NOTED,THAT SUCH SHALL BE FURNISHED,INSTALLED,AND CONNECTED WHERE REQUIRED TO PRODUCE WHICH ARE NOT PERMANENT,CLEAN PLUMBING FIXTURES(FREE OF STAINS),CLEAN REGISTERS,LIGHT A FULLY OPERABLE UNIT. FIXTURES,AND GLASS. 12.WHERE THE TERMS"APPROVED EQUAL","EQUAL TO","OR EQUAL","ACCEPTABLE"OR OTHER GENERAL QUALIFYING 29.CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER,OR ELECTRICAL TERMS ARE USED IN THESE NOTES,IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGMENT SERVICES TO OTHER PORTIONS OF THE:BUILDING WITHOUT PRIOR APPROVAL AND NOTICE FROM THE OF THE ARCHITECT. • - OWNER. - 13.THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND FIXTURE CUTS WHERE REQUIRED 30.ALL REQUIRED EXITS,WAY OF APPROACH THERETO,.AND WAY OF TRAVEL FROM THE EXITS TO THE TO THE ARCHITECT FOR APPROVAL ALL SHOP DRAWINGS AND CUTS SIGNED"APPROVED"SHALL SUPERSEDE ORIGINATING STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR. DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR UNOBSTRUCTED EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. r P DRAWINGS. 31.WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF DEMOLITION OR NEW c� _ 14:ALL WOODWORK,BLOCKING,GROUNDS,FIRE-STOPPING,ETC.TO BE INSTALLED AS REQUIRED BY ALL-APPLICABLE CONSTRUCTION WORK,THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH AS REQUIRED ALL CODES. OPENINGS TO MATCH IMMEDIATE ADJACENT AREAS IN MATERIAL,FINISH,AND FIRE RATING. 15.THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT ANY ADJOINING PROPERTY OR WORK AND ANY DAMAGE TO IT 32.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE(1)YEAR FROM THE CAUSED BY HIS WORK OR WORKMEN SHALL BE MADE GOOD WITHOUT DELAY.THE COST OF PATCHING AND REPLACING OF ESTABLISHED DATE OF SUBSTANTIAL COMPLETION,UNLESS OTHERWISE NOTED,OR FROM THE DATE OF f•l//� SUCH DAMAGED WORK SHALL BE BORNE By-THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL ALSO FINAL ACCEPTANCE OF THE INSTALLATION.ANY PORTION OF THE WORK,WHICH DEVELOPS DEFECTS PROVIDE ALL NECESSARY PROTECTION FOR HIS OWN WORK UNTIL FINAL COMPLETION. �'•1 16.THE CONSTRUCTION NOTES AND/OR.DRKWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPES OF DURING THAT TIME,SHALL BE REPLACED OR REPAIRED IN A MANNER SATISFACTORY TO THE OWNER AT NO ADDITIONAL COST. " q CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION,MATERIAL,AND. WORKMANSHIP THROUGHOUT. - ,�wa�"`ram SCALE NO SC60LE u� ,rvkarr �M.+ 56 Da:ter Avanua \T\��\O DATE 226A2 G�����UcJ </ TITLE SHEET w .,e.e;,■,,,Ru oun GENERAL NOTES 0I05 y.rrrr,r"r rrp�Lr6rs"M� DRAWING NO O wu+ .ere..,a,e.a . OilTtlepbone 8,7^'M�� RENO��TION _ �� LIST OF DRAWINGS n „_.rd.....v.r. j1 Pxa4niie 817.9ffiJl280 .aaoz wwe w,rr�rye OUTLINE SPECIFICATIONS • D. WALL SHEATHING-TO BE 1/2'X 4'X 8'APA PLYWOOD,CD,EXTERIOR GRADE AT ALL EXTERIOR WALL DIVISION 1:GENERAL REQUIREMENTS CONSTRUCTION. I. GENERAL-SEE REGISTERED SURVEY,ARCHITECTURAL DRAWINGS,ELECTRICAL DRAWINGS,AND STRUCTURAL E. FLOOR FRAMING SIZES VARY-SEE STRUCTURAL DRAWINGS FOR SIZES AND LOCATIONS. DRAWINGS FOR ADDITIONAL INFORMATION. - F. ROOF FRAMING TO BE 2 X 12'S AT 16'O.C.TO BE CONFIRMED WITH STRUCTURAL DRAWINGS. 2.MANUFACTURER'S RECOMMENDATIONS-ALL MANUFACTURED ARTICLES,MATERIALS,AND EQUIPMENT SHALL BE G. EXTERIOR SOFFITS-TO BE I'X 6'TONGUE AND GROOVE CEDAR. ALL SOFFITS TO BE VENTED. ALL.NEW RIDGE VENTS TO BE APPLIED,INSTALLED,CONNECTED,ERECTED,USED,CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS. IF VENTED WITH COR-A VENT OR APPROVED EQUAL. DRAWINGS AND/OR NOTES INDICATE OTHERWISE,THE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED. H. EXTERIOR SIDING-TO BE PRE-PRIMED WHITE CEDAR SHINGLES BY MAIBEC,OR EQUAL WITH SEMI-TRANSPARENT STAIN IN 3. GOOD PRACTICE-ANY ITEM OF WORK NECESSARY TO THE PROPER COMPLETION OF CONSTRUCTION WHICH IS NOT GRAY/BLEACHING OIL COMBINATION,10'TTW(TO MATCH EXISTING HOUSE). SPECIFICALLY COVERED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A MANNER DEEMED GOOD I. EXTERIOR TRIM-TO BE#2 OR BETTER PINE OR APPROVED EQUAL TO MATCH EXISTING. PRACTICE OF THE TRADE INVOLVED. J. INTERIOR WOODWORK-WINDOW AND DOOR TRIM TO MATCH EXISTING HOUSE.ALL INTERIOR WOODWORK TO BE MACHINE SANDED IN 4. ADHERENCE TO CODES 8 REGULATIONS-ALL ITEMS SHALL BE INSTALLED AND MANUFACTURED IN STRICT SHOP AND HAND SANDED IN FIELD WITH PAINTED FINISH. NATURAL MAPLE VANITIES AND BUILT IN SHELVES WHERE SHOWN ON COMPLIANCE WITH ALL MUNICIPAL,LOCAL,FEDERAL AND STATE LAWS, INCLUDING THE MASSACHUSETTS BUILDING CODE, DRAWINGS. THE REQUIREMENTS OF THE TOWN OF CENTERVILLE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS, K. VANITY TOPS-BATH VANITY TOPS,ETC. TO BE 1 1/4'MARBLE(WITH FULL PENCIL EDGE AND UNDERMOUNT SINK).PROVIDE SAMPLES AND ALL OTHER GOVERNING REQUIREMENTS,WHETHER OR NOT SPECIFIED ON THE DRAWINGS. FOR OWNER APPROVAL PRIOR TO ORDER.CORIAN SHOWER SURROUND AND BASE IN BATH 102. SEE DRAWINGS. L. CABINETRY TO BE MAPLE SPECIES WITH NATURAL SATIN FINISH(SEE DRAWINGS FOR LOCATIONS).ALL VANITIES,BUILT-INS,ETC. TO DIVISION 2: SITEWORK BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.SHOP DRAWINGS TO BE PROVIDED. I. GENERAL-SEE REGISTERED SURVEY AND DRAWING T-3 FOR SPECIFIC SITE INFORMATION. FINAL GRADING TO BE M.LAMINATED VENEER LUMBER SHALL HAVE A MINIMUM OF FB=2800P51,FV=285PSI,AND =2,000,OOOPSI.- REVIEWED AND CONFIRMED IN THE FIELD. TOPSOIL TO BE PROVIDED IN THOSE AREAS TO RECEIVE SEED TO MATCH 4.JOISTS-ALL JOISTS SHALL BE DOUBLED UNDER PARTITIONS AND AS INDICATED ON THE DRAWINGS. SEE STRUCTURAL DRAWINGS. ADJACENT CONDITIONS. ANY REMOVAL AND RE-INSTALLATION TASKS REGARDING SHRUBS,ETC. TO ACCOMMODATE THE 5.CROSS BRIDGING-JOISTS OVER 8'-0'IN SPAN SHALL BE BRIDGED WITH ONE ROW OF I'X 3'CROSS BRIDGING,CUT ON BEVEL AND NEW WORK AND SEWER LINES SHALL BE INCLUDED. - NAILED UP TIGHT AFTER SUB FLOORING HAS BEEN APPLIED. 2.PROTECTION-EXISTING GROUNDS ARE NOT TO BE DISTURBED EXCEPT FOR THOSE AREAS TO BE EXCAVATED. 6.WALL&PARTITION FRAMING-SHALL BE#2 OR BETTER SYP 2'X 6'STUDS WITH SINGLE SOLE PLATE AND DOUBLE TOP TOPSOIL PROTECTION SHALL BE PROVIDED IN ORDER TO PREVENT RUTTING TO SITE FROM EQUIPMENT. PLATE, STUDS SHALL BE DOUBLED AT SIDES OF ALL WALL OPENINGS AND CROSS BRACED WHEN OVER 8'TALL. ' 7. CEILING JOISTS -SEE STRUCTURAL PLANS AND ARCH.DRAWINGS FOR SIZES/LOCATIONS DIVISION 3:CONCRETE 8.DRYWALL-PROVIDE AND INSTALL 1/2'GYPSUM BLUEBOARD WITH'1/8'VENEER PLASTER FINISH ON ALL CEILINGS AND WALLS AS - I. GENERAL-SEE STRUCTURAL DRAWINGS FOR NOTES,SPECIFICATIONS AND LOCATIONS. ALL CONCRETE TO BE INDICATED ON THE DRAWINGS. WALLBOARD SHALL BE ERECTED IN STRICT CONFORMITY TO MANUFACTURER'S SPECIFICATIONS.USE METAL MINIMUM 3000 PSI WITH REINFORCEMENT AS SPECIFIED. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL NOT BE LESS CORNER BEADS ON ALL EXTERIOR GYPSUM CORNERS. METAL BEAD TRIM SHALL BE US GYPSUM 200-A METAL TRIM OR APPROVED EQUAL. THAN 4'-0'BELOW FINISH GRADE. MAXIMUM COARSE AGGREGATE DIAMETER SHALL NOT EXCEED 3/4'. APPLY WALLBOARD FIRST TO CEILINGS AND THEN TO SIDEWALLS,PLAN LENGTHS TO MINIMIZE JOINTS. DO NOT FORCE BOARDS UP TIGHT DIVISION 5:METALS WHEN FASTENING. SPACE FASTENERS NOT MORE THAN 7'APART ON CEILING PANELS AND NOT MORE THAN S'APART ON WALL PANELS. APPLY FINISH COATS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE A SMOOTH,EVEN SURFACE. GYPSUM INSTALLATION SHALL BE I. STRUCTURAL METAL-PROVIDE SIZES(IF ANY)AS INDICATED ON THE DRAWINGS. ALL STRUCTURAL METAL TO BE DONE BY EXPERIENCED DRYWALL APPLICATORS,NORMALLY ENGAGED IN THE TRADE. SHOP PRIMED WITH RED PRIMER. SEE STRUCTURAL DRAWINGS FOR ANY SPECIFIC NOTES,SIZES AND LOCATIONS. 9• INTERIOR TRIM 8 MILLWORK-CAREFULLY ERECT INTERIOR WOODWORK,WITH CLOSELY FITTED JOINTS FREE FROM HAMMER ' 2.REINFORCEMENT-ALL CONCRETE SHALL BE REINFORCED PER STRUCTURAL DRAWINGS. CORNER BARS SHALL BE MARKS. MITRE EXTERIOR ANGLES,COPE AND BUTT INTERIOR ANGLES,AND MITRE ALL RUNNING JOINTS OF MOLDINGS. ALL EXPOSED _ PROVIDED AT ALL CORNER LOCATIONS AND INTERSECTIONS. MILLWORK SHALL BE MACHINE SANDED TO A SMOOTH FINISH,WITH ALL JOINTS TIGHT AND FORMED TO CONCEAL SHRINKAGE. SET ALL DIVISION 6:CARPENTRY AND MILLWORK FINISH WORK STRAIGHT,PLUMB,AND LEVEL IN TRUE ALIGNMENT;.RIGIDLY SECURE IN PLACE. IN GENERAL,SET ALL WORK IN PLACE BY / CONCEALED METHODS. WHERE NAILS ARE UNAVOIDABLE,COUNTER-SINK. ACCURATELY SET AND BRACE FRAMES TO HOLD THEIR POSITIONS I. GENERAL-SEE FINISH AND CABINET NOTES FOR ADDITIONAL INFORMATION. AND SHAPES. COMPLETE ALL WORK FREE FROM WARP,OPEN JOINTS AND OTHER DEFECTS. 2.LUMBER GRADING REQUIREMENTS-SEE STRUCTURAL DRAWINGS. 10.FINISH FLOORING-SEE DRAWINGS FOR ALL FINISH FLOORING MATERIALS.ADJUST DOORS AND THRESHOLDS AS REQUIRED BASED ON A.MOISTURE CONTENT-FRAMING LUMBER NOT TO EXCEED 199E AND FINISH LUMBER AND MILLWORK NOT TO EXCEED .FINAL SPECIFICATION. 12%. FRAMING LUMBER TO BE MIN. FB=1000PSI,FV=70P51,AND E=1,300,000PSI UNLESS INDICATED OTHERWISE. B.QUALITY-LUMBER MUST BE SOUND,THOROUGHLY SEASONED,FREE OF CHECKS AND CRACKS,FREE FROM WARPDIVISION 7:MOISTURE 8 THERMAL PROTECTION WHICH CANNOT BE CORRECTED BY BRIDGING OR NAILING. WOODWORK EXPOSED TO VIEW ON EXTERIOR OR INTERIOR I. GENERAL-THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO COMPLETE THE FOLLOWING ITEMS SHOWN ON THE - SHALL BE S4S. DRAWINGS,OR HEREIN SPECIFIED,OR BOTH AS FOLLOWS: 3. GRADES AND SPECIES A. IKO ORGANIC 3 TAB ARCHITECTURAL SHINGLE,DRIFTWOOD COLOR WITH 25 YEAR WARRANTEE A.ALL FRAMING LUMBER(INCLUDING STUDS,WALL PLATES,SOLE PLATES,BLOCKING,ETC.)SHALL MEET THE LUMBER B.METAL FLASHING AND ROOFING UNDERLAYMENTS(INCLUDING BITUTHENE ICE AND WATER SHIELD)AS REQUIRED. GRADING REQUIREMENTS ABOVE,UNLESS INDICATED OTHERWISE ON STRUCTURAL DRAWINGS. - C.CAULKING REQUIRED AROUND OPENINGS,JOINTS,.AND JUNCTIONS OF DIFFERENT MATERIALS. •"" Q B.SUB FLOORING-APA RATED TONGUE AND GROOVE 3/4'PLYWOOD. WHERE EXPOSED TO MOISTURE IN AREAS SUCH D.BATTEN INSULATION AND RIGID INSULATION BOARD. N \` AS BATHROOMS USE'EXPOSURE I'. USE EXTERIOR GRADE WHERE EXPOSED TO SEVERE MOISTURE.-FASTENERS TO BE _ � 2,ASPHALT ROOFING 8 UNDERLAYMENTS-NEW ROOFING WITH 25 YEAR WARRANTEE,CLASS A OR AS APPROVED BY ARCHI SCREWED AT MINIMUM 6'O.C. AT EDGES AND 10'O.C. IN FIELD IN ADDITION TO CONSTRUCTION ADHESIVE. •2!2� ROOFING TO BE INSTALLED OVER 5/8'EXTERIOR GRADE SHEATHING,WITH BITUTHENE ICE AND WATER SHIELD AT EAVES(MINIMUM '> C. ROOF DECKING-TO BE 5/8'X 4' X B'APA PLYWOOD,CD,EXTERIOR GRADE. ROOF SHEATHING SHALL BE COVERAGE UP ROOF PAST WALL LINE BELOW), 15 LB.ROOFING FELT IS TO BE APPLIED OVER PLYWOOD DECKING,WITH LAYERS No ELy4 K APPLIED WITH SURFACE GRAIN AT RIGHT AN LES TO RAFTERS. END JOINTS SHALL BE SUPPORTED ON BEARINGS AND CAMBF'10C'E' STAGGERED,WITH ALTERNATE COURSES IN UNE. PLYWOOD SHALL BE FASTENED WITH 8D COMMON AT MINIMUM 6'O.C. OVERLAPPING AT LEAST 4'WORKING TOWARDS THE RIDGE. AT EDGE SUPPORTS AND 12'O.C. AT INTERMEDIATE SUPPORTS WITH CONSTRUCTION ADHESIVE. y�2 TRUCTION. GRADING,LANDSCAPING,AND REPLACEMENT OF TOPSOIL TO BE CONFIRMED WITH OWNER- 0 ppP 36 Dexter Avenue - \�\O r.ro••rrk�rre..Y.+�r. SCALE NO SCALE \y -4---�—� DATE 221502 GAPEHOUSE /j OUTLINE SPEGIFIGATIONS = wate.tow,n,LrA osaTz � Oj l � .. `.:-.,`....""r,�rr.� olds Td epl�oee tS,T.92B,82� RENO�ITION ft-ft le 6,7.926.8280 3.CAULKING -JOINTS AND FACES TO BE CAULKED SHALL BE CLEAN,FREE FROM DUST AND DIRT,AND DRY. JOINTS MORE THAN 1/2' DIVISION 15:MECHANICAL DEEP SHALL BE PACKED WITH BACKING TO 1/4'OF SURFACE BEFORE APPLYING CAULKING. CAULK JOINTS BEFORE FINAL COAT OF PAINT 1..PLUMBING OR STAIN IS APPLIED TO ADJACENT WORK. CAULK EXTERIOR FACINGS OF ALL WINDOW,DOOR FRAMES,AND OTHER OPENINGS. CAULKING A.DRAIN,WASTE,AND VENT MATERIALS SHALL BE AS FOLLOWS: SHALL BE DONE WITH A GUN BY SKILLED MECHANICS. AFTER CAULKING COMPOUND HAS BEEN APPLIED,GLAZE AND SMOOTH SURFACE BY PIPING SHALL BE CAST IRON OR PVC(SCH.40)DWV OF SMOOTH AND UNIFIED BORE. FITTINGS SHALL BE CAST IRON OR PVC DWV OF BRUSHING SURFACE WITH A FINE BRUSH DIPPED IN MINERAL SPIRITS.PAINT CAULKING BEAD TO MATCH ADJACENT SURFACES. THE SAME DIAMETER AS THE PIPING SERVED. 4..INSULATION-SEE DRAWINGS FOR LOCATIONS,TYPES,AND QUANTITIES.- INSULATION PROVIDED BY GAF,OWENS-CORNING, B. WATER PIPING SHALL BE TYPE'L'HARD COPPER TUBING.UNDERGROUND WATER SUPPLY PIPING SHALL BE TYPE'K'COPPER. WHERE CERTAINTEED,OR APPROVED EQUAL.COMPLETE ALL THERMAL AND SOUND'INSULATION AS SHOWN ON THE DRAWINGS AND AS SPECIFIED PLACED UNDER SLAB,IF REQUIRED,PIPE SHOULD BE ONE PIECE WITH NO JOINTS AND SLEEVED IN PLASTIC FLEXIBLE PIPE LINER TO AVOID HEREIN. CONTACT WITH CONCRETE. A.MATERIALS: 2. HANGERS&SUPPORTS WALLS-2'X 6'EXTERIOR WALLS-6'FIBERGLASS BATTS(R-21). - .- A.CAST IRON SOIL,WASTE AND VENT PIPING SHALL BE SUPPORTED NEAR OR AT EACH HUB,NOT INCLUDING THE FITTINGS,AT 2'RIGID INSULATION AT BASEMENT PLAYROOM AREA. INTERVALS NOT TO EXCEED 5 FEET. CATHEDRAL CEILINGS AND FLOORS AT PERIMETER-10'HIGH DENSITY FIBERGLASS BATTS(R-30). REDUCE THICKNESS OF INSULATION AT B.ALL COPPER TUBE LINES SHALL BE SUPPORTED BY MEANS OF COPPER TUBE HANGERS,OF SIZE AND TYPE ADEQUATE TO SUPPORT PERIMETER TO ALLOW FOR VENTILATION. IF FRAMING MEMBERS DO NOT ALLOW 10'HIGH DENSITY BATTS,ACHIEVE R-30 WITH OTHER THE LINES,PROPERLY SUPPORTED FROM THE BUILDING CONSTRUCTION. PIPE 3/4'OR SMALLER SHALL HAVE HANGERS PLACED AT METHODS(RIGID INSULATION,ETC.)COMPLETE RIGID INSULATION BELOW SLAB AND IN CRAWL SPACE AS PER NEW MASSACHUSETTS ENERGY INTERVALS NOT TO EXCEED 7 FEET. HANGERS SUPPORTING TUBING I'AND LARGER SHALL BE PLACED AT INTERVALS NOT EXCEEDING 9 REGULATIONS. - FEET AND BOTH SHALL HAVE A HANGER AT EACH CHANGE IN HORIZONTAL DIRECTION. NO GALVANIZED HANGERS SHALLBE PERMITTED B. INSTALL 6MM POLYETHYLENE VAPOR BARRIER ON INSIDE OF-ALL EXTERIOR STUD WALLS AND CEILINGS. WITH COPPER TUBING LINES. DIVISION 8:DOORS AND WINDOWS - - - 3. TESTS-DRAINAGE LINES SHALL BE FILLED WITH WATER TO THE HIGHEST POINT BEFORE SOIL AND WATER PIPE ARE COVERED. ANY I. GENERAL -ALL DOORS AND WINDOWS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS-ALL NEW WINDOWS BY MARVIN LEAKS SHALL BE STOPPED AND TESTS REPEATED UNTIL NO LEAKS ARE PRESENT. WATER PIPES SHALL BE SUBJECTED TO MIN. 50LBS CORPORATION(TO BE CONFIRMED)WITH FACTORY PRIMED WOOD EXTERIOR AND NATURAL INTERIOR,SIMULATED DIVIDE LITES AND LOW E PER SQUARE IN HYDROSTATIC PRESSURE OR AS REQUIRED BY LOCAL CODES. ARGON GLAZING. PROVIDE EXTENSION JAMBS AS REQUIRED.ALUMINUM THRESHOLDS WHERE REQUIRED. SEE WINDOW AND DOOR SCHEDULE 4. INSULATION-ALL HOT AND COLD WATER PIPING SHALL BE INSULATED WITH MIN. I'OF APPROVED PIPE INSULATION.APPLIED IN A ON DRAWINGS FOR ADDITIONAL INFORMATION. NEAT MANNER AFTER SYSTEM HAS BEEN TESTED AND APPROVED. 2.HANGING&FITTING-EACH DOOR SHALL BE ACCURATELY CUT,TRIMMED AND FITTED TO ITS FRAME. ALLOW CLEARANCE FOR PAINT 5.PLUMBING FIXTURES AND ACCESSORIES SEE PLUMBING FIXTURE SCHEDULE OWNER SUPPLIED ITEMS SHALL BE INSTALLED BY _. a.»-.r yam. :• -x' la�- �.,...s :t..-.� .y`+.u•z_.•' .,., AS WELL AS POSSIBLE SWELLING,AND FOR WEATHERSTRIPPING ON EXTERIOR DOORS. ALL DOORS SHALL OPERATE FREELY WITHOUT BINDING'CONTRACTOR. =• - AND ALL HARDWARE SHALL BE ADJUSTED PROPERLY. CONFIRM FINISH FLOOR MATERIAL AND THICKNESS PRIOR TO SETTING DOORS. 6.HVAC EQUIPMENT CONFIRM TYPES,SIZES,AND MANUFACTURERS WITH OWNER AND OWNER'S MECHANICAL CONTRACTOR.-NEW DIVISION 9:FINISHES • HEATING ZONE WITH AIR CONDITIONING IN ALL NEW WORK-PERIMETER RADIATION SHALL BE INSTALLED TO ACCOMMODATE THE NEW I. TILE-ALL FLOOR TILE SHALL BE INSTALLED AND PROVIDED BY GENERAL CONTRACTOR. BATHROOM FLOOR TILE SHALL BE STANDARD WORK.LOCATIONS FOR EQUIPMENT SHALL BE CONFIRMED IN THE FIELD,AND SHALL INTERFACE WITH AIR CONDITIONING SUBCONTRACTOR. GRADE FLOOR TILE AS MANUFACTURED BY AMERICAN OLEAN OR APPROVED EQUAL OR AS NOTED ON THE DRAWINGS(12'XI2'WITH COORDINATION WITH.OWNER'S SUBCONTRACTOR,INCLUDING ELECTRICAL REQUIREMENTS,PATCHING AND REPAIR OF EXISTING,ETC.TO COLORED GROUT). PATTERN,TYPE AND COLORS TO BE CONFIRMED WITH OWNER WITH FULL SAMPLES PRIOR TO INSTALLATION. ALL TILE ACCOMMODATE THE NEW MECHANICAL LAYOUT SHALL BE INCLUDED IN THIS.CONTRACT.SEE HVAC NOTES FOR ADDITIONAL EQUIPMENT TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. AND LAYOUT INFORMATION 2.PAINTING&STAINING- DIVISION 16:ELECTRICAL A. FURNISH ALL LABOR,MATERIALS,TOOLS,LADDERS,SCAFFOLDING,AND OTHER EQUIPMENT NECESSARY TO PROPERLY EXECUTE A ' - I. PANEL-SERVICE PANEL TO BE EXAMINED AND MODIFIED AS REQUIRED TO ACCOMMODATE THE WORK. ADDITIONAL SUBPANEL SHALL BE COMPLETE JOB OF EXTERIOR AND INTERIOR PAINTING. B.PAINT,STAINS,SEALERS,FILLERS,LINSEED OIL,SHELLAC,LACQUERS,TURPENTINE,AND OTHER PAINTING MATERIALS.SHALL BE OF THE INSTALLED TO SERVICE NEW ADDITION IF REQUIRED.SUBPANEL LOCATION TO BE CONFIRMED IN FIELD WITH ELECTRICAL CONTRACTOR. HIGHEST QUALITY,AS MANUFACTURED BY SHERWIN WILLIAMS,BENJAMIN MOORE,OR APPROVED EQUAL. 2.1WIRING-SYSTEM OF WIRING THROUGHOUT SHALL BE APPROVED COPPER CABLE WITH GROUND AND LOW VOLTAGE CABLING AS PER C.COLORS TO BE SELECTED BY ARCHITECT. MANUFACTURER'S RECOMMENDATIONS FOR LOW VOLTAGE SWITCHING SYSTEMS. D.SCHEDULE OF PAINTING AND FINISHES SHALL BE AS FOLLOWS: 3.OUTLETS&BOXES-CONFIRM WITH EQUIPMENT TO BE INSTALLED AND ACCOMMODATE AS REQUIRED(SEE ELECTRICAL PLAN DRAWING E-I FOR TYPICAL EQUIPMENT). SWITCH AND RECEPTACLE BOXES TO BE OF GALVANIZED STEEL OR PLASTIC INSTALLED IN INTERIOR INTERIOR GYPSUM WALLS AND CEILINGS-ONE COAT OF APPROVED PRIMER/SEALER, FRAMEWORK WITH METAL MOUNTING BRACKETS OR INTEGRAL NAILS.SEE ELECTRICAL DRAWINGS AND ELECTRICAL SPECIFICATIONS.FOR TWO COATS OF FLAT LATEX. QUANTITIES,STYLES,MANUFACTURER,AND LOCATIONS. - INTERIOR WALLS AT BATHS -ONE COAT OF ENAMEL UNDERCOAT,TWO COATS Of LATEX ENAMEL. 4.RECEPTACLES&SWITCHES-SHALL BE INSTALLED AS REQUIRED BY ALL CODES,CONFIRM FINAL LOCATIONS IN FIELD WITH WOODWORK- STAINED- ONE COAT OIL BASED SEALER,TWO COATS SATIN VARNISH. C, OWNER. RECEPTACLES SHALL BE DUPLEX TYPE OF WHITE BAKELITE,(CONFIRM WITH OWNER). WALL RECEPTACLES AND TELEPHONE AND PAINTED-ONE COAT ENAMEL UNDERCOAT,ONE COAT SEMI GLOSS ENAMEL. - CABLE OUTLETS SHALL GENERALLY BE PLACED 18'ABOVE FINISH FLOOR,CABINET RECEPTACLES 42'ABOVE FINISH FLOOR OR AS EXTERIOR _ CONDITIONS ALLOW. SWITCHES SHALL GENERALLY BE PLACED 48'ABOVE FINISH FLOOR,TYPE AND STYLE TO BE CONFIRMED BY OWNER. PAINTED ONE COAT OIL BASE UNDERCOAT,TWO COATS OIL BASED HOUSE PAINT. MANUFACTURED BY LUTRON OR EQUAL SEE ELECTRICAL NOTES AND SCHEDULES FOR ELECTRICAL ITEMS TO BE PROVIDED BY OWNER, A - .SE STAINED-TWO COATS OIL BASED STAIN. INSTALLED BY CONTRACTOR.CONFIRM ELECTRICAL REQUIREMENTS OF ALL APPLIANCES PROVIDED BY OWNER,INSTALLED BY + CONTRACTOR. ' DIVISION 10:SPECIALTIES CONTRA t� �ppAAAA I.FINISH HARDWARE-INSTALL ALL REQUIRED HARDWARE TO PROVIDE FOR COMPLETE OPERATION OF ALL EQUIPMENT. CONFIRM WITH / B•��RED OWNER TYPES,STYLES,AND MANUFACTURERS. HARDWARE SHALL INCLUDE,BUT NOT BE LIMITED TO,DOOR HANDLES,LOCKS,DRAWER DIVISION 17:LANDSCAPE - _ . .;Igry C .q PULLS,CABINET DOOR HANDLES,DRAWER AND DOOR HARDWARE,ROLL OUT TRAYS,TOWEL RACKS,HOOKS,TOILET PAPER HOLDERS,ETC. I.SITE PROTECTION DOOR HARDWARE BY SCHLAGE,TYPICAL,OR APPROVED EQUAL.EXTERIOR LOCKS TO BE KEYED ALIKE. INTERIOR ROBE HOOKS,TOWEL RODS, A.CONFIRM WITH OWNER TREES TO BE PROTECTED DURING CONSTRUCTION. - �r AND BATHROOM ACCESSORIES BY HEWI,(COLORS TO BE DETERMINED UPON TILE SELECTION)TO BE PROVIDED BY OWNER AND INSTALLED BY - * P;O.F� ' CONTRACTOR.CONFIRM LOCATIONS FOR APPLICATION OF PLYWOOD BLOCKING,WHERE REQUIRED. - GpM5n1 tdA DGE, w 2.SCREENS-INSTALL AND PROVIDE REMOVABLE ALUMINUM SCREENS AT CRAWL SPACE ACCESS POINTS BELOW NEW FRONT ENTRY' • �0 4S ADDITION,SEE PLANS 3. APPLIANCES-ALL APPLIANCES PROVIDED BY OWNER ARE TO BE INSTALLED BY GENERAL CONTRACTOR PER MANUFACTURER'S M RECOMMENDATIONS. - O �rr•rrr,r.rrsa� SCALE NO 5CJMLE � rr.rrr+rr. .,r.56 Dexter Avenue - � .. r.rs a,4w.�,�r.tir DATE 226D2 RENOVATION Nu►oza7z GATEHOUSE P OUTLINE 5PEGIFICATION5 "r wecermwe, O� (CONTINUED) wr+raw�wr+,rr JOB No. a� rMr�rrr�mrrr_ +�.raer.r..s.nr err,�u,.sr.arr DRAINING NO. Ttleplp�e 817 92R r"^� H-HALL6 r�rr�.a.rrrs FaeaUnMtb 17.926.B280 ruoz�yr� rrr i 11 O WINDOW SCHEDULE • + - PROPERTY LINE 4 HUDOH MODE.s TYPE ROUSN OPENM6 6•b+HU NOTES A CLO142414 DOUBLE HiR1F 2'-b 3/6'x 3'-0 1/6', I B TBD. AMINE TBD. I < C CLDH2622 DOUBLE HRI6 2'-b 3/5'z 4'-47/5' I LAHN NOTE*I. MARVIN IWAILATED LOW-E AR60N 6LAZED WNOOW HITH JAMS EXTENSIONS TO AOOOMODATE APPROPRIATE HALL SECTIONS,BARE WOOD INTERIOR, WHITE CLAD EXTERIOR,WHITE HARDWARE,7/6'SIMI-ATED DIVIDES LIT15 'PROPOSED DECK EMQGION HITH SPACER BARS(SEE E.EVATms FOR PATTERNS AND LAYCVfs PROP05M INFILL REGUIR®I. ALL OPERABLE UNITS TO HAVE AL MIAH SCREENS WITH WHITE 51.RROLND5. SE'5TR11GTURAL.ORAHIN65 FOR HEADER 51ZES REGUIRED AND - ALLOW ADEWATE M ARANGES. . - EXISTING DECK EJa5TING HOUR - DOOR L.00A71014 SIZE MF&. MODEL.. NOTES 1 ENTRY HOD T-O'x'3'-0'x 1 3/4• SIMPSSON 6612 1,2 2 BATH 102 W-0'x 2'-6'x 1 3/6' MORSAN F621/6FP 5,4 J JCl _ 3 - LN DRY KN 6'-6'x 5'-0' TBD. TBD. 5,4 `^^^^"-^•+••) 4.. G..BE RM 104 6'-O'x 2'-6'x 1 3/0' MOR&AN F52VGFP 5,4 - 5 - CLOSET B-6'x 6b' TBD. TBD 5,4 6 - S.B®RM 104 d-6'x 2'-6'x 1 3/6' MORSAN F-62V6FP 5,4 7 . KITC 1EN 103 6'-6'x 2'-6'x 1 3/6' t OR AN F62VORP 5,4 - - -. - EXISTING - EXISTH6 OWVEKAY GARAGE 6 BAS@BfT 6'-d'x 2'•6'x 1 3/6' MORGAN F62VSFP 3,4 A KITC EN 105 T10'x 6'-0' MARVM TBD +I 10 LOFT 200 6'-B'x X-W x 1 3/6' MORSAH FFB2V6FP 5,4 II CLOSET 6'-b'x 2-6'x 13/6' MORSAN F62VOFP 5,4 NOTE.1, - N ALL EXTERIOR DOOR UaTS HITH EXTENSION JAME15 AS RECHARED TO - ACGOHI40DATE APPROPRIATE WALL SEC NS,INSLTIOA.71N6 6LASG,AND HEATHER STRIPPING. ALL HARDWARE IN SATIN CHROME FINISH BY SCH_ASE - 'OREI1T'SERff5.H ITH Ha75 KEYID ALIKE(GONFIRM HUTI OW1ER). SE: .. 5t .. STIa1C7URAL DRAHIN65 FOR{HIDER SIBS REWIRED AND ALLOH � - - 'PROPERTY LINE ADE LAATE CLEARA ES. I - NOTE 102, . I _.ORDER HITH MATCFtlN6 SIDELIGHT MODEL V>f75 BY SIMP50N CO. `. N07F,BASE SITE PLAN AS PRE BY 1 NOTE 03, - - : DAVID 0.TiUK PE FL5 211 HILL ROAD INTERIOR DOOR HARDWARE 61'5aii-AeiaSTOPS,IN SATIN M SERIES. FNR INCLUDES - � � EAST SANDHBQ{MA 025M 5A&FLEHINSES,L FOR O S,KNOBS,ODOR STOPS,ETC.ORBIT SERIES. PROVIDE 506966845 sAr�s Pax oHasx APPROVALS PRIOR TO aRDEz � I SITE LAYOUT PP�L coNF1RNMOM I�t AVA9 ABILITY of EXIS7M6 DOORS SET ASIDE FOR POSSIBLE AW EW SCi�E I°=20 vysy��REO pRgklrFcr av 1TfECm I�NCDJ . RElJ5E PRIOR TO ORDERING. S6 Doxtsr A� GE O _ - .. N . t �U.625'4 , rrw..rr.m SCALE 'A6 11Oi1� :_ ..0 GA�'gRA . IRrwr�'.w� DA1fE 22602 MTaler~4YA=472 GAPEHOUSE �i� HINDON 5GHEouL O O2 ... ...._ we No. 0105 RENOVATION P 000R scuL� rr.:•- SITE LAYOUT PLAN DrtwrnNG NNO.reeane s��szsanez - — L�l� HH � xw,ur sn s�xao CLO5W PORrH DECK _. G (CARPET) (OMPOSITF) ct_. - BEDROOM- .. eaTrizM - (CARP82T) - DINING RM. KITCHEN 4. (WIDE PLANK) (VINYL) - .BEDROOM .A - (CARPBRT) cL O O tl . o0 LIVING LA ❑ w D (WIDE PLN6'J 0 .• CL `o CONC.PATIO BEDROOM CL. 0 t3A7MZM - - Q O •(CARPET) (CARPERT) 6,4THFUL �Po - - OIDSte PORCHL .. r (CARPET) TECTOR REOUIREAAENTS EXISTING FIRST FLOOR -------_-----_____ EV `TF'' ADDITION OF A BELL rYE - 1. RIGGER A N I SMQ KE�SE`fECTORS O.K. + EXI G_TECTORS Z 15BEDROOM ` N .4 E HOU E. YOU MUST _ LY i HAVE YOUR PA rasTs+a��s�1��1h6gF��e ?T T ;E APFROPRIATE Fctuv„ tit i'h j riric uEPARTMENT. ( EX15TIN& LOFT PLAN VLHAJIAN FCl .rv.re�rr.w.>e SCALE Va'•I'd 56 Dext®r Avenu® \�\O G><4PEHOUSE ICJ \v EXISTING FIR L� ��L t = `��"� DATE �� Watertown MA 02A72 B wrb+.r 4 r - J06 Na dOS RENOVATION � O EXISTING LOF �' A�I'rnA a'C ,�^�-'�^ww"-- .Tebp—617 wM �02� �ci PGA �' ORAYYINS NO. .gym l�� r C ..�w.......erw. ��o�� Fadblb 617.62GAM ]-HALL r�rr •■ma Nyr.w.�e�e.ce.mv. _ I EXISTING FRONT ELEVATION r µ 4, LLUI } ® r RTH EXISTING SIDE ELEVATION EXISTING SID _ EVATION • oq��Ep,EDARCy�T 5 F Q- Q ry BC" VH•.I'. . O it •e.�re�Nern•+d 56 Dazear Avenue \t / \\, No.62,1 > DATe �m wat—wwn,MA 02472 GAPEHOUS /�/, EXISTING ELEV NgMeRIDGE, O MA J" .+.mra wT r++•� Jos N0. rnos rrr•re••mre.r� RENOVATION Tdepl�ane 8,7.926.8282 A P � '"r�•r�r 5-UALL V ILLU TffilaT TgEEF ii-imrfl 19 1. ism @ EXISTING'REAR ELEVATION DEMOLITION NOTES I. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF 7. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION,INCLUDING SWITCH BOXES, ALL ITEMS AS INDICATED IN THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK,INCLUDING THE PROCUREMENT OF ALL PLATES,BRIDGES,OR ANY TELEPHONE OR ELECTRICAL WIRING AND EQUIPMENT. - NECESSARY PERMITS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 8. THE GENERAL CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING,PLUMBING,ELECTRICAL AND MECHANICAL EQUIPMENT BEING 2. THE GENERAL CONTRACTOR SHALL PROTECT THE CONDITION OF THE EXISTING HOUSE,FURNISHINGS,GROUNDS,AND BUILDING ABANDONED, IF ANY. REMOVED PIPES AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SERVICES DURING THE CONSTRUCTION AND DEMOLITION PROCESS.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE SURFACES,AND SHALL BE PROPERLY CAPPED OR PLUGGED. AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 9. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE 3.,NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. ALL EXPOSED LIGHT FIXTURES,WIRING,SWITCHES,ETC.NOT - COURSE OF WORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER BEING REUSED SHALL BE REMOVED AND'CARTED AWAY. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS - PENETRATION(TARP ROOF AS REQUIRED). ALL TOOLS AND BUILDING MATERIALS SHALL BE SECURED IN A SAFE LOCATION. EXCEPT FOR THOSE ITEMS TO BE REUSED OR RETURNED TO THE OWNER OR AS OTHERWISE DIRECTED. THE SITE SHALL BE LEFT 10.THE GENERAL CONTRACTOR SHALL PROTECT THE ADJACENT LIVING SPACES FROM DUST, DIRT,FUMES,NOISE,ETC.GENERATED ` BROOM CLEAN AT THE COMPLETION OF DEMOLITION WORK. - BY THE DEMOLITION AND CONSTRUCTION WORK AND SHALL REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE EXTERIOR OF 4. ABSOLUTELY NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY SUPPORTED BY EITHER THE BUILDING. - TEMPORARY SHORING OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING II. EXISTING LANDSCAPING,WALKWAYS,DRIVEWAYS,SHRUBS,TREES,ETC. TO REMAIN ARE TO BE PROTECTED DURING THE STRUCTURE. � CONSTRUCTION AND DEMOLITION PROCESS. ` 5. THE GENERAL CONTRACTOR SHALL PERFORM ALL DEMOLITION TASKS WITH CAUTION,AS EXISTING STRUCTURAL SYSTEMS CANNOT 12. ITEMS INDICATED TO BE SET ASIDE ARE TO BE REMOVED WITH CARE TAKEN TO PROTECT ITEMS FROM DAMAGE(WINDOWS,DOORS, BE CONFIRMED UNTIL DEMOLITION IS BEGUN. ANY HIDDEN STRUCTURAL SYSTEMS,WHICH ARE UNCOVERED AND MANDATE A CHANGE IN. ETC.) THE NEW FRAMING LAYOUT,SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONTINUING WITH THE WORK. 13. SEE DEMO KEY NOTES AND DRAWINGS TO DETERMINE EXTENT OF DEMOLITION WORK REQUIRED. 6. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE MASS. BUILDING CODE,THE.TOWN OF' - 14.COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION IN ORDER TO MINIMIZE IMPACTING.THE EXISTING HOUSE. EXTERIOR CENTERVILLE.AND ALL THOSE HAVING JURISDICTION FOR DEMOLITION AND REMOVAL OF DEBRIS. ALL EXISTING WORK TO REMAIN WALL DEMOLITION SHALL BE COMPLETED AFTER NEW CONSTRUCTION IS PARTIALLY COMPLETE,IF POSSIBLE. SHALL BE PREPARED FOR INTEGRATION OF NEW CONSTRUCTION AND FINISH. - P � CPMB4iD�_, LL K 56 D�extar Av®nua \O •_i� Iu.�rMwr. SCALE VH' I'-0' Waftrkmn,r"02472 GAPEHOUSE j�G\ \� EXISTING REAR ELEVATINyyF DAM 2-2*m RENOVATION DEMOLITION NOTES = JOB NO. dO5 Telepho 617eau aim �.nr�rrri nu.rs.Ir or�.rire,�w DRAYYING NO. ALL Fau(mile 817.926.8280 .aooa ryrw w,wr�r r,e. ® DEMOLITION KEY NOTES IQ REMOVE WALL-sm PLAN FOR EXTENT of EXI5nN6 wh115 TO BE REMOVED REMOVE WINDOW AND TRIM REMOVE DOOR AND TRIM-sET ASIDE FOR Pos516LE DECK ReisE (COMPOSITE) 4a REMOVE CONCRETE PATIO,EXCAVATE SELOK PREP FOR NEW FLOOR SLAB • ` Q5 REMOVE FINISH FLOORING DOVM TO aeFLOOR © REMOVE FIXTURES,SET A51DE FOR POSSIBLE REUSE ' - � Q REMOVE I11 FO RR5 AND LJ CABINETS,SET . ASIDE FOR POSSIBIF RH/E ® REMOVE GEILING-5EE PROPOSED FLOOR PLAN BATHROOM FOR EXTENT OF DEMOLITION (EXISTING DINING ROOM. KITCHEN TO REMAIN) qQ REvER5E DOOR,REUSE EX15nNG DOOR IF POs5oLE 0 - (WIDE PLANK (VINYL FLOORING ® v Q RREM0VE EXTRANECLS HMNO,PIPING, FLOORING TO TO BE REMOVED) - - - A REMAIW - s Q II BEHOVE EXISTING PLIN-BIN6 FIXNRES,FNRDNARE, i O 0 AND TILE,ETC.CONFIRM EXTENT WITH OV4NER © ® © ® REMOVE RAIuNG AND ExisnN6 5TEP,GOlFIRM EXTENT OF DEGK WORK WITH OPi NER w D _ UN O _ GL. 0 O 0 BEDROOM CONCRETE PATIO (CARPET)' TO BE REMOVED. ❑ �U1 Q ® 5YMB0L KEY EXI5TING TO REMAIN BATHROOM EXISTING TO BE REMOVED OO n (EXISTING VGT - O - ��- T�O BE REMOVED) © p,EU ArcNi� s 2 'k n N 56 Dexter Avenue O ~ SCALE -V4'.1'-0' DAT 2.26,02 Watertown,MA 02472 GAPEHOUSE p�A FIRST FLOOR DEMO. s' =`•- JOB OtO5 O DEMOLTI ON KEY NOTE cos No. olos RENOVATION ���'��r�Telephone 617.926.9262 rr�rer� DRAWING NO. E-HALL Fae81m11e677.926.82H0 � ere��ry� 1110 .wea xyr.wwres e.v LINE OF E45TING DECK 5EE DWG.A3 FOR EXTENT OF DECK ADDITION . a I • F r � � a 1 EXISTING KITCHEN CABINETS I BATHROOM ' - AND APPLIANCES TO REMAIN I EXISTING TO REMAIN IRO"IN FOR FUTURE I I LIHE OF H16H.CEILING.. 1 I LINE OF HIGH CEILING KITCHEN 1 I 103 S - 00 ® © MILT-IN MAPLE SH�VE5 Z r ® I . - DINING ROOM 001 Q E45TINS TO REMAIN _ Ai - " I DN LINE OF CANTED I I HIGH CE1LI i ______ a ' COLUV.IN _-- o GUEST BEDROOM -- 104 II I I a _________________ __________J I ___ a.ClDSET . - - ROUGFI IN ROUGH IN RCU611 IN FOR I __ " 1/4'CORIAN SURROUND FOR FUTURE FOR FUTURE FUTURE COOKTOP - W/COMAN BASE 51NK- OVFN t EXHAIFT a - Alm IIY RAILING , VENT 7I 5 I • LT-IN I - I MARE GAB. I a w TILE 1 _ 1 a 1 I '. \ . LAUNDRY _ . - 1 2 101 10+� up I ` UP - J 1 1 D . � GOL BLUESTOt�F, L�]71 GOL ! 9 NkJlq�. ' - 1 ❑ NEW--"1_—_ 5T� ❑ I 'QQO 7, 1 C l> 3'-2" 2'-4° 2'-4° 1'b" +_S° 4'--(,+ 1+_5. - CAM,Mp 4" 2'-3 3/5' 2'-0 Ile' O�FJ eF T-4" 3'-4 1/4° 10'-0" 4'-1° . C.OL.CENTERLINES eC L •r>rrrrrwwtr SCALE .VW.1.4 "Doctor Avenue rrrwwre.ry r.r . \�\O .. r.ra o.s r.rw•.�tr DATE 2.26D2 w "MA�72 GAPEHOUSE \y PROPOSED FIRST FLOOR ._.....d..r O JOB No. olos RENOVATION r,..r,.�,d......� A 140. H-HALL rrr°rrn.rr°ee /A� TelepAone 817.828.8262 _ /\ �/` O`\l`\1 Fapindle 877.926.8=1 ryr d - + NEH DECK SEE DEG.T-1 FOR EXTENT __-------------- __ LIIE OF EXTERIOR HALL 1 I I I . LINE OF EXISTING I . CABINETS BELOH o I 1 I LINE OF H16N 1 ` - LINE OF HIGH CEILING 11 0 I1 I I \RIDGE 1 - N LINE OF HIGH CELIN6 p GL 1 - ,IW✓ 1, ° 1 1 " �arcHe+eEi.ow - I � 1 I 1 I- "- .. - OVERLOOK SLOPE - - WITH RAIL--,, LINE OF EXIGTIN61. - ip 1 I ------------------ LINE OF HIGH CEILING - . jSI FFPIN6 LOFT ' I 200 i O SLOPE 1 I 1 1 I 1 . 4 _______ LINE OF EXTERIOR WALL__ - - .SLOPE SLOPE N T pF gyp,<D 4aCy,l� 2 1 GAMBRIDGE, w COL.CENTERLINES —�—EXTERIOR DORMER WIDTH SCALE V4' N� SG Dexter Avenue \ DATE 2-6A2 rrr•a.rrr.orrsrr Gf�PEHOUS� � PROPOSED SECOND FLOOR -a-�^'-°�'�' WaleRown°NA 02472 O r�rbrsrwrr rr ,NIB M0. OIOS °.nr�rr.anrrs.M.. rya rrr�r�+r DfmvnNO NO. RENOVATION Telepaene'6,7�...�..� - A E-HALL 1� �1D �rs.ru�w.rrra p `L Faealmlla 0,7.926,61M • G 24'-1 3/4° T 4° 4'--1 3/4' 10'-0" 4'-1" L.CENTERLINES __ri� cCR-A-vwr R DsE VENT, .. - . .. - OR APPROVED EQUAL TOP OF RIDGE • N61 KNDOI-Bi BY.MARVIN CO. ` LINE OF N81 ROOF INFILL -krr-r-1 ` I GONT.SOFFIT FT T-1 O . VENT Q' I � r G G G Y . K. 4.D FIR SEAR I I O O O e} �. NEN -�s — — — SILL BUILT-UP TWl REATED 4x4 TREAT® 3 �. t AT T.T.YL 'n ,`� w CEDAR TRIM ru rcr+ExlsnNs (V SECOND FLOOR , IFR =10 ® ® FTTI . A SILL ' — — FIRST FLOOR NEW ENTRANCZ * No.G254 m GAa1 RRIAOGE,i w S6 Dexter Avenge H r�r�rrm SCALE V4'-P-W DATE 226A2 wa/erWI—,INA GU7.2 GAPEHOUSE PROPOSED FRONT TalephpTe JOD No owELEVATION 617.92G.S2 RENOVATION Ills DRANIIIIING NO. H HAL L rw.r•r.sr�rm l 11 0/�0 Ll �+••n�rr.wr...a�. �wu�....nm� ® Fao4NN 817.9285280 - .goo:ayr•.cw..ce.�.°. — — — — TOP OF RIDGE ® ® in - - _ — 5EGOND FLOORELLJ ' ' • .9 FM HIll — 51LL -} FIRST FLOOR 56 Denter Avenue \ ""�Oi?� ^'^~�' DATE 23602 G W GPEHOUSE PROPOSED SIDE ELEVATION waterlown,NA 02472 O rd.�-y-.—��-�+�� cos No. olds NGN RENOVATION DRAMI0. TeMFl~M7A26AIM H—HALL r�.r.+elu In ��1u_wrrte� p F.M.11e 617.926AM 36'-I 1/2" COR-A-VEHr RIDGE OR APPRO�EMAIL TOP OF RIDGE - — --^rFMFFFT NEM HK-XW5 6T hV RON CO.LINE OF NEW ROOF INFILLI . - e CONS.SOFFIT - i vENrFIF SILL—, — NBI SHINGLES I . MATCH EX15nws I - SECOND FLOOR — — I - Y I I - FM FIRST FLOOR *1 � _ O C F u I iiv`' .�u...N..r�_ SCALE V4°.P-C 56 Desctar Av®n00 - - - \�\O p 'f I ! 1 . , w \v DATE 22602 w .NAo2a72 GAi�EHOUSE PROPOSED REAR 2�� r "-'= O� �� ELEVATION JOB NO. olds RENOVATION ���� n.ar.uwes.. Tdeph 61792G87b2 urr� wma.rra DRAWING NO- T~ F.CW.dle 617.92GAtW0 moi xyr,wewrowe.u.a F10511116 TO R11'"- V 5TER OR STRAP TO CREATE INSULATION \ BAY AS REGraR$J Mao) CAWW lOU" 2x105 a 16'OL.iYP. TO GAWZY RID6E STUD STUD 3-2x65 CON A 1lN1gY tEE' DER POCKET P"C'= STRUCTURAL.NOTES GENERAL L All work per Massachusetts Building Code,and all other applicable codes and regulations_ 2x105 a 16 O.G.TYP. 2. All coordinates and connections to existing structure to be verified in the - field with existing conditions. 3. All work to be coordinated with Architectural drawings. - 4. GC to alert Architect immediately of any discrepancies from assumed existing conditions indicated oa the drawings. - FOUNDATION NOTES , 1. All foundation footings shall be carried down a minimum of V-0"below - finish grade,or deeper,if necessary,to obtain a safe soil bearing pressure of 2 tons per square foot,foundation design shown based on assumed soil _ bearing capacity of 2 tons per square foot 2. All footings shall be placed on undisturbed soil:or engineered bank run EXISTIN5 To Faa-wN- gravel fill material with a minimum dry density of 95%. 15T .515T92 2ruo EACHEACHoONEj 3. All footings shall be poured in the dry only. INSULATION BAY 4. No footing shall be poured on frozen ground �' T tp FROM 5. The minimum reinforcing for all foundation walls shall be 245 bars at top q V2 YL]1 -1 JTo rsi wDeE co - j and bottom,continuous;or as shown on the drawings. 6 Lap all bars 40 diameters and provide comer bars. _ ❑ 7. All reinforcement,ASTM A6156 W 0,W F A 185. CONCRETE NOTES 12•LV-RI _ 1. All concrete shall attain a minimum compressive strength of 300Dpsi. 2. Maximum slump shall not exceed 3";and maximum aggregate size shall not - exceed 3/4"in diameter. 3. All concrete shall be poured in 900 sf panels,maximum;or provide control 2x1o5 a I6.O.G.rrP. joints by sawcuttiag the slab while the concrete is still green. LUMBER NOTES 1. Al:lumber shall have a moisture content of not more than 19%. q U2 2. All lumber shall be SPF,or better,having a minimum:fb=1000psi,fv=70psi, Gq_ IIL—" - E=1,300.000psi. - 3. All LVL lumber denoted on plans shall have a minimum:fb=2800psi, fv=285psi,E=2,000,000psi. 1 . 4. All joist spans shall have one row of I"x 3"cross bridging at midspan if more than 8'-0"•in length. 5. Provide solid bridging or blocking at all partitions. 6. Provide all necessary metal timber connections with adequate strength to _ - carry loads to foundation. 7. Simpson hold downs(hurricane ties)typical at all roof rafter,wall connections and ridge connections. - ILL STEEL NOTES snro STUD 1. Bolts:A325,anchor bolts:A307. P00azT P0CXffr- 3-2x85 CONTIN101Y tt=nDez 2xH5•16'00.TYP. DOE- 9 1/2'LVI. Q� /,�,Ii::..Y�l."✓'`� '``,Y S6 Dercte Avenue \O o CAti1Fir.IGuE, "'Lrrp.r�.� SCALE Vf' I'-O' �\ tJiA` wijr"ra`r` r DATE 226A2 we:ertw.t,trw Dz4Tz GAPEHOUSE ROOF FRAMING `� °2 ^t� RENOVATION O. 1 M .�+.r�,.....r� JOB No aas Tetep&r 617 eM--__ _ rw .�mr.a�a e�h � _ �J.-�} I I DMMIN6 NO. �mrr�.rura�. Faeaimtb 617.626.8280 J FROM Hairan Nr-chi tccts Irc. F=(d NO. 617 926 0203 _ Mar. F_ Dj02 .34:43PM P2� FROM : H?iian Architcct5 Inc. F'.L•( h)7. : 617 926 0200 Mar. 23 2002 04:4'PM P3 ... .. ._ ..... ._..._._. ... � .-. _._.__ G.r1ill In :IGLU_ �`• ?+".I✓ �T•si°-♦=RA�'11 Nc'r :Z ILI n.G. -'- ---"- ---" �_..._ GGJ'IPIVOCS VJ ci rS I RooF °(Tu• ro ar _ •��' tea` E.f'r. or VL'f�v�.'v hNBE,TnW/q —•___��� 1.Eri'r.sG.*nexc�.,, _ O LW�PJo�K? M �icec, v vISTING C r..��V.�.ru +•A:xI5T�.1+, ��1 � •• - _�t�r _.. .. ...MP-:�PJ�r.(s• ?YI': + To C?ISrl.ib RIM IPK.-r FIA6T P6W$,T O2'-Pi0b"hi b•&.l"�i S�8..�y�.� j �� �� \�\ 24IWNVjhK, WF4" e, TYlGJ • 4FiT Jo ti r01'E lv W VKN�£.ao+l•tA�yMv vN'C 'r •'� {' -Yili''�a+Vr>L MMIINDry." �✓/ (�Id/.i 6•P'.�64 f>A�Lt �,, 1 `1 YS �— ``�/ I h•rniL vppoa_ a4tJ-fab'� .. /, 8!� � v;l.p• ... `vl �� _•V^' \ 4j7p'V�PMCINb,�o111 nIGr NfS(?e•IYI Lr�:-)~�-•�- t Ti 12, c.�. t --- '-t �/ / �mrJz F(a` ,' YZ"a�.o 'y Ya I � ' i 1 % WfF1 OA-PV*T _ - I '. % F�• Zn8 40 N Nil.do lsr5 'I ,{ � :�KTA GONtI^�.• � I ...._ �LDNM RM 1.oentloN$ f InP119?bW/SOPRiS 2x6 top-P A'Dev.lr'• _ T *6iw.-fi-w fijp no_W..N5:. "NON a j I �i"6 N�/ �i1tllN V�wF7 /M (19AQ' .. I _ CAUL �L✓PPn To c.�Ntl'GEk.+ TPii✓I i•Ci HIIAY I �) I L. . G FPI T. . vGl� GPQ/ F �tYP•� I TO Ma Tr.1 yT Nq 4 �bFiCil I -v I - -'.. Vv.pQSiFronT 7i*�VNtTOt�Nr(+XYfT TOCoNF.IFM 4-W- tl, r ~'! Co1.1tIhU0U6 .Y V yT ►"W_CowblTgk - _J. �' - T--—ITj F�IY•P"S ron P fhIJE NOg{tINei .. -- IN` tnaw�ro surDrF•Z�►Kv' SHI tv pVfyv3eG O iHRl�shkty � '" � �/ TPi3As1�10. R4'a'F •�'^D�CIY.K p�lCFbi-M ?+R. bOV6 LYi lxL I12mWL+7d._RiFi$W1Tt''R 'f� �JV-+ TRIM 751tAl.WAW FKhMltlto ^ •-'�. 9 1(✓,9L So15TS __._� -1_- cvjevwNvse Sze - tl(�x1NarS6�: ig >>l�'PWVP P13Mcnt� FERS-t P�ooF-FKfkMI� C� INFtI. �' . I -'' . _ 3 ;Ka ooNc.t I J=..�si�+i _ I .� r P io lli UeO4 lyr, � . .. t4 'PINS,-i�/V�Jit 6 DPP t L c I -to'comA'�ro -^ i 3i i�t4w:Px..sWwsTWJ .. v n TD�OcIST�NG G11°CQ. . .S� o .._aac-'. .-:�Jcvnks..ivotpr/wciav� i _ i�AYl7s. 3:..DiGNp'IN6u4AlTfoK ': . . 4f1{ W^I. •A•nr*'Ul-10 coL :yItNDIST/RBrI�• � dN'�'tAVeoG 044,t1 POV WA1ti?D( E Adr d''1T(.._ y moo" m SOGSt�TINir t0.04 ni,* �•( � 'r-• ] .. 1 •n,y . . FO11-M- ON' .FAo.SI&if. PyA 3, �iV3%TIOH�6Lb� GAIyt3t� etl W►W et11f�T: INFiI- ....,.�..,... GATEHOUSE O� ~up RENOVATION Te1�e..M ..rrr,w...r. i' Assessor's office(1st Floor):, Assessor's map and lot numbir i THE to`` Conservation(4th Floor):- Board of.Health(3rd flop w. Y • � : - Z DASD7T,DLL i Sewage Permit numbs l i MASL Engineering Department(3rd floor):` 00„�t67q.``�d° House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 100-2:00 P.M.only i r , TOWN OF - BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO QQ, ►�d- S�CIS La-r and Carry ice+ -�i�6e,' , TYPE OFiCONSTRUCTION � �-lo �•�- ) TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �:yt Location �(SS �✓I✓1e�5 Ln t � Vi Proposed Use IC�g i 't is Zoning District �' ` Fire District 30 100 Name of Owner / d Address JA Name of Builder 0­- _ Co• Address �� �•^�✓��'i ��. I.IQ✓��c Name of Architect _ Address Number of Rooms Foundation Exterior Roofing Floors Interior i Z Heating Plumbing Fireplace Approximate Cost f-20,0c0 Area Diagram of Lot and Building with Dimensions Fee l t I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 1. Name Construction Siipervisor's License a-( 1 G 'o 4,-7u( BRADLEY,. KATHLEEN No R 6-9279 Permit For Repair and '. alterations Location 455 Phinney' s Lane Centerville Owner' Kathleen Bradley Type of.Construction � Plot Lot Permit Granted July 28 , 1994 Date of Inspection: Frame 19 ; Insulation 19 Fireplace 19 Date Completed cly {� o Li WEQU AQU ET LAKE / � Boathouse 34.1 WEQUAQUET LAKE Edge of water 0 34.2 / 34.r /�. B 12"CED R Bench gross � Chain /ink fence \Y & ' P/outings, 8"OAK,r 36 Beach gmss / O /Plantings sea N� D PINE yd E�5�.P Thick gross 12"TWIN OAK C Tree/ine i ' 10"PINE . 0 2 F/agpo% own / Q � Lo J`7 N w cc / 0"OAK D ° u ^? Spat/ighf / 46 J ��yy 10"RiN E W 46. _ - 10"PINE ! 16" INE / 16"PINE r , 16"PI Lown 48 � -�'NE 16"PINE I � � �'" LOCUS 16"P, 28"OAK 200 0 100 200 400 800 A6 / PROPOSED DECK l / EXPANSION Ce ( IN FEET ) I l— 10°MAPLE 1 inch = 200 ft. — C spool 50 4a 1CtPINE 10"MAPLE peck Concrete potio �tir� ., ��,.. 49 42 16'PINE y.. ��� ",: /n V= 5� ASSESSORS MAP 230 PARCEL 100 58 PROPOSED BUILDING INFILL .1 H00se Ins ya„ Gas service \\ c� LOT AREA TO SURVEY WATER LINE 93100tSF ton 1 1NF EX/sy g2.64 s o In✓= 49 8� � 5f.79 Fr w Shrub 6,00% J729 Hedg [ledge +� ShrubCO 7 CO z Heot p�m Stone wo/k M 2 O � 1 Garage � 3 O / O ' N ,� ally tf b5 I Z Ova°rhead e%tric / /18"PINE Lawn 1 � � f ! „ Stone drivewoy I N 81.40'50 E / M 164.99' � 1 54 - 52 5 ' { I 1/pole J7A Tree/ine 12" CEDA / 3 52 - - - - - - - a x 50. 0 .E MN Thick woods Thick woods z x 50.5 Stone pillar / W / / / Roil fence / / / Roil fence / 315.77' N 82'52'10" E n �a Ay �� PHINNEYS LANE Edge of pavement TBM TOP CB ELEV= 51.13 NGVD 30 0 15 30 60 120 ( IN FEET ) 1 inch 30 ft. C SITE PLAN — PROPOSED DECK AND INFILL DRAFTER: DCT PST REVISIONS ssq DAMD C. THULIN, PE, PLS z 455 PHINNEYS LANE CHKD BY: DCT { DESIGN: LIN 211 MILL ROAD -L C CENTERVILLE, MASSACHUSETTS SCALE A$ NOTED v 394 / I EAST SANDWICH, MASSACHUSETTS 02537 C WILLIAM C. COPACINO & JANET E. HALL MARCH 4 2002 OQ' (508) 888-2345 FAX (508) 888-7259 WP01 SHEETI C)0 121 KIRKSTALL ROAD, NEWTON, MASSACHUSETTS. 02460 - ��