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HomeMy WebLinkAbout0120 VINEYARD ROAD 0 n CTI �1 4 CAI m f'f l�D �.� ��-- �� ��� s k �'� I -Demo ?a_,rm-t� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION M 1 Parcel Permit# Healfh Division 2002` I k o L3 BARNSTABLE Date Issued - # k�20�Y8�Conservation Division ApPlicationpe � Tax CoNector 3 Permit Fee,/6ZiL 7 60 Treasurer �� /��3 -o "3 -- �; 3EP SYSTEM MUST BE PlanningDept. DIVISION p , WTA:.LED IN COMPLIANCE Date Definitive Plan Approved by Planning Board V=TITLE 5 EWRONMENTAL CODE ANI) Historic-OKH Preservation/Hyannis TOWN REGULATION Project Street Address % D— /✓�,Ysi� Villa e t Owner 9Lil:` Address c.5 vJ�z- D 1(7®k'rA< M4 Telephone Permit Request 11—a �T✓�.�T rnl �ki 'i Dili®ys° ��,j- i�Ti�;r� Z>k %� x0ccaeDr,,� Square feet: 1st floor: existing lS proposed /�W 2nd floor: existing proposed Total new two -Zoning District Flood Plain Groundwater Overlay Project Valuatio �ed 5. !`�H•`� Construction Type -Lot Size l� _� e$C,� S Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Struuctu�re- Historic House: ❑Yes l�Pdo On Old King's Highway: ❑Yes W-116- Basement Type: U- ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) sU cf6 Number of Baths: Full: existing new Half:existing / new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing '7 new�_ First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other Central Air: 3kYes ❑No Fireplaces: Existing = New Existing wood/coal stove: ❑Yes A No Detached garage:fisting ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ew size 34XW Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes W10 If yes, site plan review# Current Use Proposed Use &7z:/ BUILDER INFORMATION Name i��i ,/ �9rr/iG� Telephone Number 7�S7Zs Address License# -tz, — 4S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - SIGNATURE' DATE . I s -• t FOR OFFICIAL USE ONLY .PERMIT NO. DATE•ISSUED a MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r6tr r Coec1e� FOUNDATION- o K 3 1-03 41 b ' 3 120703. FRAME INSULATION FIREPLACE 071t'3/0-1 r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH'? ii —FINAL' GAS: ROUGHz__5 FINAL - 1 FINAL BUILDING e 1U.; i,ez DATE CLOSED OUT ASSOCIATION PLAN NO. � I _ The Commonwealth of Massachusetts _-� - Department of Industrial Accidents ! 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Du ;. Bag,re to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of crtminal penalties of a Sae up to 51,500.00 An one yam!imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day agaitut me.I understand that a copy of this statement may be for"srded to the Office of Investigations of the DIA for coverage verification. I do hereby certify' under the pains es of pedury that the information provided above is truce and carted Dated Signature Phone# 5`7� Print name official use only do not write in this area to be completed by city or town official peradt/licewe# ❑Building Department city or town: []Licensing Board C]Selechnen's Office check if immediate response is required ❑Health Department contact person: phone#; (rmad 9/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the `law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity,.or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the sspuP ce or'renewal a license or permit to operate a business or to construct buildings in the commonwealth for an applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until of this chapter have been presented to the contracting ce requirementsp ' ence o f c Hance with the m��*an acceptable evidence �P authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and ` ` supplyingcorn any names, address and phone numbers along with a certificate of insurance as all affidavits maybe . P submitted to the Department of Industrial Accidents for confirmation of;nc�,rance coverage. Also be sure to sign an :Gy_ date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is of Industrial Accidents. Should you have any questions regarding the "law"or if you being requested, not the Department policy,please call the Department at the number listed below. are 1equired to obtain a workers' compensation PENN City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/lrcense number which will be used as a reference number. The affidavits may be retumed,tn the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Once of fnyesugauOns 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 f y� -,� y� 2,d -� f � ';yam � i � p } •:" n'� - �� "" rnww !,. ^�"a� e°" � �`�a,"�' � - 7 � #�1'UV � 9 x Department of Health, Safety and Environmental Services �oF IME ram, +► BARNSTABLE, y MASS. g► i6gq. 1� BUILDING DIVISION BY: varnstable Assessing Search Results Page 1 of 2 THOE /.. y a «� v .. 1s ..; Home: Departments:Assessors Division: Property Assessment Search Results —back to search 120 VINEYARD OA J DO Owner: LUQUER, PETER C& DEBORAH M TRP)roperty Sketch Legends [17 Map/Parcel/Parcel Extension .)AT t016 /022%7 P n €€ y _ f�5 N�,) rc•=i Mailing Address LUQUER, PETER C& DEBORAH M TRS F y %HULBIG,WILLIAM F&DOROTHY T 5 QUAIL RUN RD !a NORFOLK, MA. 02056 Assessed Values: Appraised Value Assessed Value Building Value: $275,400 $275,400 Extra Features: $0 $0 I Outbuildings: $7,100 $7,100 Land Value: $2,184,000 $2,184,000 Interactive Property Map: Map requires Plug in: Totals:$2,466,500 $2,466,500 have visited them be r �ep �trR�l��a�tpi, Sales History: and'��if e Se COwner:? ."Sale Date) Book/Page: Sale Pr' LUQUER, PETER C& DEBORAH M TRS 2/1/1999 C151873 $ 1 OFF rots LUQUER, PETER C 5/29/1997 C144578 $ LUQUER, GRACE P C4585 $ LUQUER, GRACE CTF DTH C4585 $ * sARNSIABLE, LUQUER, PETER C& DEBORAH M 12/10/1998 C151206 $ 9�ie i6 9_ 161�eg' rFD M�P'� Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $23,185.10 Town Fire District Rates Other Rates 9.40 BarnstabIBUIL11YING DIVIISM 3% of Town Tax Cotuit FD Tax $4,637.02 M.M. 1.54 Cotuit 1.88 http://www.town.bamstable.ma.us/tob02/De is/AdministrativeServices/Finance/Assessiri /... 1/22/200 P g 3 '43arnstable Assessing Search Results Page 2 of 2 Land Bank Tax $695.55 Hyannis 2.89 West Barnstable 1.96 Total: $28,517.67 Due to rounding differences these values may vary Land and Building Information Land Building Lot'Size(Acres) 1.37 Year Built 1931 Appraised Value $2,184,000 Living Area 3986 Assessed Value $2,184,000 Replacement Cost$367,197 Depreciation 25 Building Value 275,400 r Construction Details Style Conventional Interior Floors Hardwood Model Residential Interior Walls Drywall Grade Custom Grade Heat Fuel Oil Stories 2 Stories Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 6 Bedrooms Roof Cover Wood Shingle, Bathrooms 4 Bathrooms Total Rooms 10 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FGR3 Garage-Good 480 $4,800 $4,800 SHED Shed 320 $2,300 $2,300 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior)`,, UAnnTt At eal nNs�,?d BMT Basement Area(Unfinished) FTS Third Story Living Area(Finis a 5 Nattoa rifinighed CAN Canopy FUS Second Story Living Area(Fi��--1A9 FAT Attic Area(Finished) GAR Garage UT uarters Story (Unfinished) FCP Carport GRN Greenhouse tility Attic . FEP Enclosed Porch PTO Patio p d Story(Unfinished) FHS Half Story (Finished) SFB Semi Finished Living Area * e k* FOP Open or Screened in Porch TQS Three Quarters Story(Finished) * BARNSTABLE, 9 MASS. i639' 1� . �rEb MA't a BUILDING DIVISION BY: http://www.town.barnstable.ma.us/tob02/Depts/AdministrativeS ervices/Finance/Assessing/... 1/22/2003 r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 \ d Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE — —square feet x$96/sq.foot= a, x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE —�—�' o .square feet x$64/sq. foot= �x.0031= ���, 3 e/ plus from below(if applicable) r GARAGES(attached&detached) 700 square feet x$32/sq. ft. .. x.0031= C6 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney �_x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving' $150.00 (plus above if applicable) Permit Fee projcost s I �oFtNe rq�� Town of Barnstable P °�^ Regulatory Services aaaxsz'ABLE. ` Thomas F.Geiler,Director v MAW.039. g �ArfD MA'S 01 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work:y G-`6�f�i9// '/ �/ Le-or Estimated Cost l Address of Work: 7— Owner's Name: """411. L,1-13 I'Agol Date of Application: Z f/ 3//0 7 _ I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. _ SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 49 DateeiEVac to ame, Registration No. OR Date Owner's Name ���? l'fie 1°oamyi»ea�uoea/,lJ� o��/�aoaa�uaelld .,' � ' BOARD OF BUILDING REGULATIONS ` Llceri§e CONSTRUCTION SUPERVISOR 4 Nurhb�`r<:CSy 015935 f zal dfitel�04/01119t39 piil /0110` TO.no: 19939 ; Y.u R tl�ct lrh M CHARLES W TAR\D T'TI`© i f PO BOX `OSTERVILLE; MA 0!96 Administrator 0 Board of Building Regulations and Standards y_ 7.)7_73-YO One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement'Contractor Registration � Registration: 118389 Type: Individual Ezpi�ation-03L07/2003� CHARLES W. TARDANICO CHARLES TARDANICO 105 BAY ST/PO BOX 628 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change Address Renewal Employment ❑ Lost Card { � � . .sl+ _-r� �, _ _� � .a � f � �� '' '• •f �� ,` s�� � 0 f �• � j '�� �``�� � , -. ., f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map lg'�(�s Parcel @ �, . � r Permit# 'SOS t 8 y - I �x,a 0FeS6F� ��j Health Division op `�-�l�i(y Date Issued b l�G�3 Conservation Division �o � 4 � `) �` 9' 39 1A Application Fee jo, J Tax Collector Permit Fee *1 IoZ,73 Trea§urer c viSION UST BE SEFMC SYSTEM M Planning Dept. elk lem INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board � 03 VM T=5 �I ENVIRONMENTAL CODE AW Historic-OKH Preservation/Hyannis TOWN REGIJUTIONS Project Street Address �0 Village Owner ,�lGG�st►NcQp Address Telephone / Permit Request er-����� �v�e /�Brf�" fc��o4LW AS UJCt9b F e &6e_saR y 43U EDAM j� &AJ S 11-e e44AI v LLB VAti 5A�����2�A16! Square feet: 1st floor: existing Y,00 proposed 2nd floor: existing 0 proposed -7 Total new 16 Zoning District Flood Plain Groundwater Overlay Project Valuation ZS Arip"Ve Construction Type 255641-"e Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. r¢c��SSa2f�Dwelling Type:Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Cl No On Old King's Highway: ❑Yes ❑No Basement Type: k5uull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ��- Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas it ❑Electric ❑Other Central Air: ❑Yes ail No Fireplaces: Existing New_� Existing wood/coal stove: ❑Yes 50 No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:Cl existing ❑new size Other: i�GEt-��'S'U,2�/ �vt�iD�N� �-�C►�i1iN� �r'®�S� rT �/l/c—�. � ��- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# �-� :`Current-Use Proposed Use BUILDER INFORMATION Name �1��. l aetw1y Telephone Number S54C 73 7•- T 2e Address 1r_�/ ;7— License# /9115"c?a- �G��F ✓��� ,ou ` ����� Home Improvement Contractor# 124X Worker's Compensation# 79 cl4 I-r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _ , DATE /o 2, y FOR OFFICIAL USE ONLY PERMIT NO. -DATE ISSUED MAP/PARCEL NO. • _ ` ` ADDRESS VILLAGE OWNER y DATE OF INSPECTION: a FOUNDATION FRAME k 1/2 1MI r INSULATION FIREPLACE I nu 1/2-4 lot, I . ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH: FINAL 1 GAS: ROUGHS - ' FINAL •" FINAL BUILDING ' DATE CLOSED OUT' - ASSOCIATION PLAN NO. 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F,.n....,x.}x.}r.!iis�?'?i::�•{.•:;:•Y{{•:;r:h:4:n}:nw:}:x:n':i>i:•:•:nv::::4:•:•i:+.. :.}:••::. .. //////. gybe to secm'e coverage as regI&ed under Section 25A of MGL 152 can lead to the Imp o0 of ertnsinal penalties of a fine np to SI,500.00 and/or rLsonn►ent as we,' c�vfi penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand that a one yam) be fo as rwarded to the Office of Investigations of the DIA for coverage verincatiom copy of this statement may the pains and a �es of edurY that the information provided above is trey aced carted under ' I do hereby certify �' ✓ Date -713,9/d Signature Phone#,y�6'-7 7— Print name LrGr-S2� .Iic-a — offidal use only do not write in this area to be completed by city or town official - peradt/liccnse# OBulling D epartmtnt city or town: ❑Licensing Board 08elechmen's Office check if immediate response is required ❑Health Department phone#; (]other -- contact person: Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees.-As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its,political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situationand supplying company names, address and phone numbers along with a certificate-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of msumee coverage. Also be sure to sign and date the affidavit.. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the Peru tllioense number which will be used as a reference number. The affidavits maybe wbazned•tn the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. "The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents of"Ce at Investigauans 600 Washington Street Boston, Ma, 02111 fax#: (617) 727-7749 .. I-, --- .,,,,n ... IA/ IAA __. -Y"1G Town of Barnstable s Regulatory Services s�xxSrnBLZ ' Thomas F.Geiler,Director v MASS 39. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date A 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: r�0�A�t®� ��9`Q )MIzY Estimated Cost a oo-a Address of Work: o ��wo-�.4 � 2 b m a ru / Owner's Name: L4/.iN1 Date of Application: I hereby certify that: e 6 Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 OBuilding_not owner-occupied 4. Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. �. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: n - /mil t /. r , 43 .Date =7 66��� �+ ✓� Registration No: Y OR Date, Owner's Name z. r Q:forn s:hom i ay z , RESIDENTIAL BUILDING PER11�r FEES ' APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET G SPACE 1�IEw 3q square feet x$96/sq-foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.f > - . 0 >500 s -750 sf 75.00 >750 sf-1000 sf 100.00 >1000 sf-1500 sf >1500 sf-Same as new building permit: x.0031= square feet x$96/sq.foot= STAND ALONE PERMITS ® �© _x$30.00= Open Porch (number) a x$30.00= ¢ Deck (number) � e !_x$25.00= Fireplace/Chimney T (nee') r Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 i $150.0Q -Relocation/Moving t - (plus above if applicable) pert Fee " s r �DpTME Tp�, Town of Barnstable Regulatory Services 9H' i+UM. Thomas F.Geiler,Director �prfD 39. �`0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I WILLrd4PM as Owner of the subject property hereby authorize I R-Z w.,Z to act on my behalf,. in all matters relative to work authorized by this building permit application for: i (Address of Job) Signature of Owner ° � Date z- GGi,4-a4 h4 u L a Print Name - Q:FORMS:OWNEUERNOSION � 91te -� Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Masgictusetts 02108 I Home Improvement—ohtractor Registration . Registration: 118389 Type: Individual J Expiration: 3/7/2005 CHARLES W. TARDANICO CHARLES TARDANICO 105 BAY ST/PO BOX 628 OSTERVILLE, MA 02655 `y r Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card �1e �oorvir�o.uuea/,l�i �`�aaaac`ivaP,Ia _ Board of Building Regulations and Standards License or registration valid.-for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: '118389 Board of Building Regulations and Standards Expiration: ..XV2005 One Ashburton Place Rm 1301 Type :Individual Boston,Ma.02108 &ARLES W.TARDAN1C0 CHARLES TARDANICQ 105 BAY ST/PO B6 28', CG-� u✓ !; OSTERVILLE,MA 02655 Administrator Not valid without signature ,per �le TOomv�noozurea�l/z a�...�aaaac�ivaelta a. " �\ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration.,118389 Board of Building Regulations and Standards One Ashburton Place Rm 1301 Expirat On jq&07/200 u Type,. Boston,Ma.02108 INDIVIDUAL CHARLES W.TAR DAM 0o CHARLES TARDANICO 105 BAY ST/PO BOX 628 . Czi OSTERVILLE,MA 02655 Administrator Not alid without signature Board of Building ReRM ulatoolns Ashburton Place, 13One As . Boston, M 108-1618 YBirthdate: 04/01/1939 License: CONSTRUCTION SUPERVISOR LICENSE_ Restricted To: 00 Number: CS 015925 Expires:04/01/20 q1-3 W CHAFES W TARDATIICO PO BOX 628 OSTERVILLE, MA 02655 s_ 44 �j`j Tr.no: 19939 As s • Keep top for receipt and change of address notification. i TOWN OF BARNSTABLE BUILDING PERMIT r PARCEL ID 016 022 GEOBASE ID 431 ADDRESS 120 VINEYARD ROAD PHONE COTUIT ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERRM IT TYPE BUILDA FSLEIPTION EWxBUI DI SPERM TIA G S W/BATHROOM CONTRACTORS: TARDANICO, CHARLES W_ Departmentof ARCHITECTS: /3 �I�1 • Regulatory Services TOTAL FEES: $� BOND $.00 CONSTRUCTION COSTS $34,752.00 328 OTHER NONRESIDENTIAL BLDG 1 PRIVATE t P► * BAMSTABLE, Mass. 039. BUIL I G DIV/I!SION BY n - -- DATE ISSUED 08/04/2003 EXPIRATION DATE -U /��� "Y . TOWN OF, BARNSTA LE u p� "i.. BUILDING PERMIT - PARCEI; .IDY 016 022 � t GEOBASE ID . 431 , � ADDRESS 120 :VINEYARD ROAD w R ;,° _VONEI COTUIT .. ZIP— .. to LOT - BLOCK LOT 'S I ZE bBA y. DEVELOPMENT. DISTRICT CT gg�Y � 2 QQ y PERMIT R IT TYPE BU5LDA DYTSC IPTION W IItS?.&8SP RM �I C6 W/BATHROOM CONTRACTORS: TARDAN I CO.,' CHARLES - 1 ARCHITECTS: Department of,�, ate ulator Services ` TOTAL FEES. -B g y BOND $.00 CONS'I'RITCTTO Cf STS' $3.4,752.00 328 E OTHER NONRESIDENTIAL 'BLDGi 1 PRIVATE `"{ * BARNSTABL E, x BUILDING DIV, SI N BY DATE ISSUED° 03/04/ QQ3 EXP I RAT ION DATE V !l()/ .i THIS PERMIT CONVEYS NO RIGHT TO-OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.'EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THEiAPPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. i MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR .2. PRIOR TO COVERING-STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.'INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. - POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS t 2 no Z�-'t ,, 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 BO D OF.HEALTH OT R: U SITE PLAN REVIEW APPROVAL 57 , WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS . THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN.BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I T � BUILDING �, PERMITI.. , ''�, TOWN OF BARNSTABLE BUILDING PERMIT PARCELEI 016 022 GEOBASE ID 431 ADDRESS 120 VIHEYARD. ROAD PHONE COTUIT ZIP - LOT BLOCK LOT SIZE DLi DEVELOPMENT DISTRICT CT PERMIT 66560 DESCRIPTION 'ADDITIONTO HOUSE/NEW 3 CAR GARAGE PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: TARDAN I CO, PHARLES W. Department of ARCHITECTS: Regulatory Services TOTAL FEES: . - $1.,579.07 BOND $.00 p�G CONSTRUCTION COSTS $485,184.00 434 RESID ADD/ALT/CONY 1 PRIVATE 0-'_ * BARNSTABLE, n - ON BY,-,- )-DING r G ILIL4 DATE ISSUED 01/23/2003 EXPIRATION DATE _/ --� a i� TOWN OF BAPNSTABLE .G3U 1..tadJ.1 LV 5..7 PERMIT PARCEL� D`i7 6 j022 ,'. GEOBAS9' ID ADDRESS 1120 VINEYA:R4 ROAD PHONE C0 'UTT " ZIP LOT BI:OCK a-... .� h LOT SIZE nAA_ ' DE ELaPMiTTSTFI ' . -CT ! PERMIT : .E365B4 .:. DESt;RIP IO DDTTTOt "'0 HOUSE/NEWT .3 CAR: ,GARAGE PERMIT TYPE BADDI TITLE �UILDING PERMIT ADDITION � �1 CONTRACTORS: TARDANICO, CHARLES'w. Department of i ARCHURCTS ke ', Regulatory Services ,I TOTAL; FEES x : '.� $1 579.07 BOND GONSTRUCTIO'N COSTS $485,134-,00 434 RESIT.Al D/ALT/`CONV 1 PRIYATE I - 0 +t BAM. STABLE,MAM RFD MA'S t BUffiD/I/NG DNISIV /SON BY,,, DATE .ISSUED 01/23/2003 EXPIATION DATE x THIS PERMIT CONVEYS NO.RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK.OR ANY PART THEREOF EITHER TEMPORARILY OR PERMANENTLY.,EN- CROACHMENTS ON.PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET'OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF.PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC.WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROMTHE CONDITIONS OF ANY APPLICABLE SUBDIVISION.RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE fROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 9 FIRM o k> 1242l03 Asu 44/61 o_ 'T©s Br 7 1 4_-z-7 ._05 I GEC 3 ' 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH �'7 qoI U. -I ilk l OT R: b SITE PLAN REVIEW APPROVAL t r WORK SHALL NOT PROCEED UNTL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS . TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I BUILDING PERMIT C i N m ASSESSORS REF.: o Map 16, Parcel 22 �o �jC OcV N1 OVERLAY DISTRICT. LtZ N Z41 a�°Z \�.\ VO� AP — Aquifer Protection District �& t�,� au° As Shown on Plan Entitled "Revised Groundwater Protection --JQL. d Y Overlay Districts — April, 1993 �I z N //oM oas .o�oJ 0 0 0 FLOOD ZONE: 20/7 Z°�°�� Zone C, V11 & V17 20/7 c I e ' Community Panel No. #250001 0022 D July 2, 1992 I J \ Top of ZONE: LU 53.911 RF (RPOD) t7 Area (min.) 87,120 SF Frontage (min) 150' Setbacks: Fron t 30' o I Side 15' o I # 120 Rear 15' 2 Sty W/F I Dwelling 15.9' j I �I I s J, o, to j �a V• ml U^ p I O \o m I z I U 21.7' I I LO I I certify that the structures *" l Lot 15 shown hereon conform to the O I setback requirements of the J I Zoning laws of the town I 9 Bylaws j of Barnstable. I I New Concrete .�'., tHOF, q�_ Foundation RICHARDN I 39.2 59.0' LHEURE11X m. rA312 I SS���� R L — - - - 60.8- - - - -1 a z�i�v�o3 11100.00, — 49.10' Due North PLOT PLAN 1,-2d Vineyard Road&&,141- IN RARNSTARLE (Cotuit) MASS. NOTES: DATE: 261AUG103 SCALE: 1"=50' 0 25 50 75 100 FEET 1.) The structures shown were located on the ground by conventional survey methods on 26/AUG/03. PREPARED FOR: 2.) The property information shown hereon was William Hulbig compiled from available record information and 120 Vineyard Road does not represent an actual on the ground survey. Cotuit, Mo. 02635 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed CapeSury description purposes. .7 Parker Road Osterville MA 02655 DWG #: C473-2PP FIELD BY. MDH/WHK (508) 420-3994 / 420-3995fox ......... Permit Number MECcheck Compliance Report Massachusetts Energy Code ' MECcheck Software Version 3.2 Release la Checked By/Date TITLE:Kendall—Welch , CITY:Barnstable . STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: l•or 2 Family,Detached ` HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 1/tom - DATE A1/11/02 PROJEC ONION: r ' Hulbig 12 eyeoad 7 Cotuit,MA a COMPANY R 4pON: Colony Insubkonc•� Jonathan Bourne Drive—Unit#4— Pocasset,MA Q2559 NOTES: PO BOX 1478 irrth uth,MA''02556 . COMPLIANCE Pa§ses� _ g _ Maximtun UA 2 Your Home=906 /- 1.8%Better Than Code Gross Glazing F ' Area or Cavity Cont. or Door P rim er R-Value R-Value U-Factor UA Ceiling 1:Flat Ceding or Scissor Truss 2412 30.0 0:0 84 Ceiling 2:Flat Ceiling or Scissor Truss 1302 30.0 0,0 46 Wall l:Wood Frame, 16"o.c. 4452 15.0 0.0 250 Window 1:Wood Frame,Double Pane with Low-E 865 0.350 303 Door 1:Solid 40 0.350 14 Door 2:Glass F . 294 0.350 103 Floor 1:All-Wood 3oist/'Truss,Over Unconditioned Space 3202 30.0. 0.0 . 106 Furnace_]:Forced Hot Air,:88-AFUE--). COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed ' to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% the esign! as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date 11 11,0 L I •d CIL2 SO 20 ET AOW MECcheck Inspection Checklist Massachusetts Energy Code MECcfieck Software Version 3.2 Release la DATE: 11/11/02 TITLE:Kendall Welch , Bldg. I Dept. I Use { Ceilings: [ ] I l. Ceding 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] ( 2. Ceiling 2:Fiat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I _ Above-Grade Walls: . [ ] { 1, Wall 1:Wood Frame, I6"o.c.,'R-15.0 cavity insulation Comments: { • I Windows- [ ] I 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.350 I For windows without labeled U-factors,describe features: I #Panes_ Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door l:Solid,U-factor:0.350 Comments: [ ] { 2. Door 2: Glass,U-factor:0.350 =1 #Panes Frame Type Thertnai Break?( ]Yes[ ]No I Comments: Floors: [ ] I 1. Floor 1:AD-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation ' Comments: I Heating and Cooling Equipment: L, Furnace 1:Forced Hot Air,88 AFUE or higher' - Make and Model Number' { Air Leakage: ( ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air { leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I I. Type IC"rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2: Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cf n(0.944 I L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture { shall have been tested at 75 PA or 1.57 ibs/ft2 pressure difference and shall be labeled. I z •d dLZ �SO z0 ET AO. W i Table l: Mininwnt Inmiation Thickness for Circulating Hot Water Pipes _ x insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulative Runouts Circulating Mains and Runouts Tetngerature(F) to 1" to 1.25" 1:5"to 2.0" Over 2" 170-180 0.5 1.0 - ' l.5 2.0 140-160 0.5 _ 0.5 10 1.5 100-130 o.s 0.5 0.5 1.0., Table 2: Minimum Insuladox•Thickness for MVAC Pipet , Fluid Temp. insulation Thickms in Inches-by Pipe Sizes Epring System Types Ran F 2"Runouts 1"and Less 1. 5"to 2" •5�'to 4" 4 Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 '1.0 1.0 Steam Condensate(for feed water), Any. 1.0 1.0 1.5 2.0 Cooling Systems Cbilled Water,Refrigerant, 40-55 0.5 0.5 0.75 *-1.0 and Brine ; Below 40 1.0 1.0 1.5, w 1.5 NOTES TO FIELD(Building Department Use Only) r - b 'd' � dBZrSO 20 CI AoW Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ) I Insulation R values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: , [ ] I Ducts shall be insulated per Table MAT 1. I I Duct Construction: ( ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavitiestspaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer`s installation I instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. ( ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I .Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and I4.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Fool pumps require a time clock. . Heating and Cooling Piping Insulation: [ j HVAC piping conveying fluids above 120'F or chilled fluids below 55°F must be insulated to the levels in Table 2. r. 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B - - ^PATIOS{ t s-0• -PE4AA Ilw w"HD 4an7 1 MASTER BATH I - - _ I :\PA�'10 .' ,(Bluestone) C I p PLANES ' �7 INTERSECTFMERSECTION 01 T. FIRST FLOOR PLAN 4'-0' T-0'—► 5 \ ♦ RAILING"f Ij —'+�'+►`_ _. ",-'.�,/ OPEN - 1 ' RAILINp OPEN Ll \RAILING LOFT CATHEDRHAL - oew=rw ravaaie nro cowronwu<ce ro CEILING - - 't REVISED:1110/03 -ceusem.now mwwsawneow�wewrs ^ DRAWN:10/05/02. REVISION DESCRIPTION 26'-0• .. EKISTING STRUCTURE FLOOR PLANS - OWNER:WILLIAM F.HULBIG ENGINEER:WILLIAM F.HULBIG,BSME _ © SMOKE DETECTOR(COLOR RED) 120 VINYARD ROAD p.I�'55 UAI LKUN ROD 6- LIGHTNING ROD TO BE INCLUDED SECOND FLOOR PL A N I - COTUIT,MA - /'1�V _ SCALE:1/4"=V.0- DRAWING NO. 1000 SHEET 2 OF 8 C I A fff 1 N i I i i e fSECOND FLOOR PLAN Existing Walls-Save _ a - ®Existing Walls-Demo Only When Framing .. `. .I"""'----.�.t- --- .e••--..:•� .- - _ Existing Walls-Demo FIRST FLOOR&GARAGE PLAN ® - j f � - .' a,u' . A n .... • .:. I - • +- - ,_ -" DEMOLITION PLANS MASTER BEDROOM - WINDOW FROM MAIN MASTER BEDROOM FRENCH HOUSE FROM MAIN HOUSE 8"POURED CONC. - - - - KITCHEN N WINDOW FROM )iA �1� -. , . • way...--. � a MAIN SE :. ,. N HOUSE CABINETS 21'-0' >�>! FROM MAIN - :Illf HOUSE W/NEW a - .. FP/CHIMNEY . � ... NEW f BATH �ISRA: IIAII i�.!•I�lltli - -—- +s•-0• ..1.I�f - i •••.'NEWB'6•• •'!'• e•.o• '.FOUNDATION R .3 MIN•POURED CONCH•' - 't���•.�;••.'i'.�•••.•'••'.•' •r. 4•CONCFLOOR•• ��Ni•• '•!• -1 8'X 16, CONTINUOUS EAST ELEVATION FOOTING SOUTH ELEVATION tFLWWPLAN) NORTH ELEVATION WEST ELEVATION EXISTING BUNK HOUSE FOOTPRINT).' (BACK FEED UNDERGROUND FROM MAIN HOUSE) - .•J� TOWN WATER 50A ELECTRICAL - CABLE TELEPHONE - EXTERIOR WALLS TO BE 4"FOIL u � WALL WITH 5/8"BLUEBOARD INSULATIONFACED FIBERGLAS IN - _ �� �/ OUSG? - (PLASTERED) ,- _ _J - REVISED:1/10/03 e°Fau�em`+"�loee+ usoHnE`ol°AMw"w"`�s DRAWN:10/05/02 REVISION DESCRIPTION R°OF/CEILING FINISH TBD - DEMOLITION & .BUNK- HOUSE - - - OWNER:WILLIAM F.HULBIG ENGINEER:WILLIAM F.HULBIG,BSME 120 VINYARD ROAD 5 QUAIL RUN RD. COTUIT,MA NORFOLK MA 02056 - _ SCALE:1/4'=1'-0' DRAWING Na 1000 SHEET3OF8 4"POURED CONCRETE FLOOR(PITCH TOWARD DOORS) - RO T-0"DOOR 2'-10' �-SAME ELEVATION AS SUBFLOOR } +I TBD IN IELD TBD INFIELD . TBD IN FIELD 7• 14• r-W-0' 1 .� "=� BEAM POCKETS---e'-a• .•I•` 4� �•► �m FPF IIJO'.' I 4'SO X I I 16'FCOTING PITCH m'6 • TBD IN - ' r a.' •"FP FOOTING: FIELD '•126 �. '6'a 5.�.. - . - - �:�MIN POURED CONO:"".�. •� � - •t• FOOTING FOR 2• .1 . ••4 _ . ,5'-0• LALLY COI. •I STEEL CELLAR WINDOW .{ - ' ,j _ .2 6'X 2--e'X 12'•: _ - G .. . FOOTING FOR 3'MIN,POURED CONC- •I - . .. . .. ` LALLY COL. sil .. ' _ I� 5-0 24•SO X. _W -;•, .� •, • pJ- �3'MIN.POURED CONC•-�'• ''' Z I "1. `9 16'FCOT y jl a"o L . . . . . . m . . . . . . . . . . . . ' sa . . . . . . +FOOTING FOR 2' 1' l as 8 �-- - 12-6' i STEEL BEAM - r -6. a � 1 a-3' N 16 FOOTING - � I 5' .. • - ..: t, _ _ c 1. ._ 1 so L► i4.F00T1 o y. - , - 5'-4' l£F7 T w 1 r: m LL ..h - '.•;•. i 'EXTEIA. G BOLTS NO - I .. n; .., .•,•.••,.••,,.••,.. - - m. Y NEW WALL 3'O.C: �- � F7... 1 -..d. O .. III = •.•;•..;•.-;.•, - , .. POURED' - I - r - FOUNDATION - 3'MIN.POURED--CONC. - WALLS • e .I NOTE:CRITCAL - .. • - •DIMENSION-END OF 12:_. `• c. ••••••,••.••..•.•• .. EXISTING OUN 1 - - EXISTI F DATION� `BEAM POCKET^ 9 c`3 •�;o •BEAM POCKET 4 �p KEYE CONTINUOUS `J FOOTING c - .1 eorica E �. B• / TYPICAL FOUNDATION _ , • ' • 'I �' �BLO K TSUP _ I 15'-0' CROSS SECTION 12 STEEL CELI�R- BEAM - ._ WINDOW II 7' 14' FOUNOATION NOTES: . • TBD IN FIELDI TGD IN FIELD ' ALL WALL S AND FLOORS WATER PROOFED BELOW OR4DE L SAME ELEVATION AS SUBFLOOR - -•��-'E'er_-�, - .. ���•�r _-•��_ _ -�� ��, 5'D p:.:•:.:•:::•:.:•:::•::::::.::::::.:::':::: ExistingConcrete Block re e B k Foundation Save L ® Existing Foundation-Demo Permanently a RD 3'-0'DOOR s'-0• 1 a'POURED CONCRETE FLOOR(PITCH TOWARD DOORS Existing Poured Concrete Floor 1 .. I� 9 .. Nsi�Rtveare+.o carcoRMANce To REVISED:1/10/03 coNsmvAlroNcwNsonr�wiRdw•gNrs New Poured Concrete Foundation ' DRAWN:1N05/02 - REVISION DESCRIPTION 0 New 4"Poured Concrete Floor FOUNDATION PLAN & ELEVATIONS_ r OWNER�LLI F.HULBIG ENGINEER:WILLIAM F.HULBIG,BSME NOTE:ALL NEW FOUNDATION ELEVATIONS TBD IN FIELD UPON NOTE:ALL FOUNDATION SURFACES TO BE WATERPROOFED RO ROAD- 5 QUAIL RUN RD. REVIEW OF.EXISTING FOUNDATION,FRAMING&GRADES IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS MA - ► NORFOLK MA 02056 SCALE:1/4 =1'-0' .DRAWING NO. 1000P. SHEET 4 OF 8 3 4 FIRESTOP-WALy yIIIV— � � 1—17'-0' 7'�0'—► 1B'-8'- ► 77•-0• L W I Ox19 8%21 2X12ROOFRAFTER50,8`O.C.(14]'MAXSPAN '+ I STEEL BEAM - ... - BELOW FLOOR - - ' - 2 X 9 CEILING RAFTERS0 1 d O.C.14•-4•MAX SFAN)) i JOISTS l 15'-0.I ... 2 X 12 FLOOR JOISTS 2X 12 FLOOR JOISTS 18'-2• ^ 01 a 0.C.(14'4-SPAN) 0I O.C.(14'-4`SPAN) ' i SECOND FLOOR ER EX &ERLFLOOR TII G LO CEILING & ROOF I I I I I I I I I<I I I I� P I I 1 1 1I I I I1 1 1 Al t sr 1 :I 1 1 1 ;1 I l ipl 1 1 1 1 I' I l f l :1 I I I wex2,♦ '1 I . y 7�$. OPEN CEILING^ I �•I . ...... ... .1 }, - p l 1 r a X GIs-Q O(1aO-SPAId b o (I we%zl ) wfix21 B DINING ROOM _ B ' N W10%19 4 W8X21 wloxts — GREAT ROOM TSTEEL BEAM STEEL BEAM STEEL%BEAM �¢ 1 1 SUPPORTED o BELOW SUPPORTED ... BY 4%6 WOOD ,I CEILING BY 4X6 WOOD POSTS EACH RAFTERS POSTS EACH tj END-q.i END 2%BFLOOR JOISTS .. 4'd WI ( 12' 1 T r . ` 2%10 FLOOR JpSTS 2X12FLOORJg6T5 018.O.C.(14'-4`SPgIJ) 18'3• III-�-III� 01d O.0 114•y SPAM 01d O.C.It 4'.q'SPAM - • 2%8 ROOF RAFTERS 2%B ROOF FWFTERS - �•} j - - 018`OC(la-0'SPAI•t 0,6`QO(1a-0`SP 2%S ROOF RAFTERS . 0160.C.11,V'SPAM > W10X19 -R _ _ _ J} ....:*_ _ _ _- �� C •^ i II II II II �I II STEEL BEAM 2%S CEIIINO RAFTERS BELOW-- ' 2 16'QCINO RAFTERS CEJUNQ SERS Ota O.C.(1aV SPAR) CEILING ' RAFTERS 3,6 WBXFi q•{• 016.O.C.(la-0•SPAN) 018`OC.(ta-0`SPAp W,0%19 5 r-6-0`—'►� . STEEL BEAM 4X4 WOOD PoTS BV 4%6 WOOD ' POSTS EACH � - END t as 2 X 12 FLOOR JOIBTS a rWi x197 W oou6le uP EXlsrlro z to I T-0• 0 19•o.c. STEEL BEAM ED 15''O' IN 2 X 12 2 P (1aO 5PAlgJ 18'-0•NOTE INSIDE OIM SUPPORTED 2IT RO.(la-1 ERS ST IR (NOTCH ENDS TO FR) _ _) 'BY 4%B WOOD' 0t6O.C.ltas'SPAIq) 4'-0' _ =S ='II.= _ _ 2%12F JOISTS II i POSTS EACH• I 0 O.C. a-0• END 1 Ita SPAN) q.-0. 2 X 8 ROOF FNFTERS OPEN FILING - A ( BEAM Ole O.C.(10'-0'SPAN) 1 4 01 �a iw W LS a 1 �m - - £ O] WU3 j L 2X12FL RJOSTS 15'-0• ^' F 0 1 O.C. s - SECOND FLOOR m� - - - B .•.• -0 3•_O`- L — FIRST FLOOR fi.D. �► s A,Li 4 '�+ 2 X 12 FLOOR JOISTS _ O 5yyy� 813 0 IT O.C. 8� 80 a0 r� —4-0_ a® Nb rvb 4-0• lg-0• - N0 wm am ' OPEN - OPEN 2B 0 - z-4• fD SUN ROOM ROOF s ALLFRAMING MUST AND CONNATFORM TO ALL ODES LOCAL, is � F i F REVISED:1/10/03 .naN°car.N o„�ne`a°1RE..e`N1sro 2BI0' DRAWN:10/05/02 REVISION DESCRIPTION FLOOR & ROOF 'PLAN FRAMING EXISTING STRUCTURE OWNER;WILLIAM-F,.HULBIG ENGINEER:WILLIAMF.HULBIG.BSME NEW STRUCTURE 120 VINYARD ROAD �,t,s'S'pUAIL RUNRO�- t - COTUIT;MA ��VN NORFOLK MAA2056 t " SCALE:1/4'=1'-0' DRAWING NO. 1000 SHEET 5 OF 8 e PEW DM ACHIMa2f et I�—Bd��{ 12 d: R.O.1'-&Yewx3.5-Ye'n ::I PELIAPELLA PNiteot ClydeneetlalCM]D]3 :I PELIA PcnSMC -M 2955 /PEILAAAeIMCasemeMlSlSt(2) .•1 R.O 2 3 51 .I_ Y n Rp 7-e'S'e x 5:16Ye - :I I PELLA Ad11M DH p355S�wxp •• 4 - q0 T11-Yewx2 ;PELIA DH p VI BPMIIM CI...0 PELL _C .._.p__]&FFM ROY-1-Yex6-Bt/e • C STONE VENEER L WEST ELEVATION BRICK VENEER IN, . e'd x 0-C'GARAGE DOORS(5) R O.1 Yw x B - . EQUALLY SPACED PELLA AcnitM FRENCH DOOR tl]2B2 R.O.T.}Yewz}Ye+}Ye'n CENTERED I�Sd—►I PELIAWe R0 6 3Y4 ROUND(2)H 5 tOd ^•�-100 # PELIA Miled DH tl2�^ - C BRICK VENEER ) RO Z-t-Ye z S'SYa 1 •PELLAA it pOH.2505 I r :PEW PcnI1MOHIV03]E6I: 02-t-Yez S'-}Ye �. i r 1 � i '':0.0 B2 Yaw s6Yan � :• R.O.Bdw x�6-2iOT y.: e'BRICK CEMERED - PELLA AWIM OH p I - - FpR.O.T-tta/ew T-11-YI• IN • f 6'-0. B'-0IMF— M- WNW .r e•BRICK VENEER y PEW AOMtM PEU.k ftect VGeS� IPELLAPY PELLAP Ti1M PEILA DH tl 1523 P4itap Cesamenl M2B]t(.) _.` - SNOartltSt'BB PEW AcniteU DH pVGe3� (yl�erNe0B0•s 1R0.TdYe`x5'S-YYn ,SAOertlt�te2 ROA-}Ye'x 3'-11-YI° �RO T93r.^x M5'S-Y.'n R.O:'TBw x B- P -...� R.O.12W x6dn P.O.11'-619wx6-IPn CENTERED - •••• - - CENTERED - _ � • - _ - CENTERED • ` EAST ELEVATION Ej FAMILY ROOM FIREPLACE - _�...__._..r `GREAT ROOM FIREPLACE KITCHEN/LOFT REPLACE - - PELLA Adite l drtlena..CM - PELLA AtlWM OH tl WS. • PELIAACHIMCIrdaI,a CM3S35 PELLA Act'itM drgeneetl tlCM3635 ' ROZ-11 Y.zT-tt-Y. R02.113r4x 11-Yl ° O' ! FRAMING NOTES: ar nrere I I PELLA PcneM OH tl D531 :k PEW DH Y ZB53 a AL•L NEW FLOORS TO MATCH ExISTIN(3 - ,• PE W AcnnM OH a 2s53 R.O.Zb 4 x a-S-Ya'n" 0.0 253rew x e S Y R - 'ELEVATIONS R.O.Z.­.. -, w�' ' T PELIA Atl11tM DH tl 3T53 r�''i SrH BLUEed1RD(PIA.TERED)OVER 1 x 2" aY�IR�I p�� R.O.ISYew z31-}Ye'n - -.. 1STPAPPIN001�OC:. . ' I W PLV W000 SHEATHING WITH FELT OR... WEATHER RESISTANT MEMBERS WITH CEDAR PELLAAC _ • SHINGLES .. R 0.4LW xB�'-IP 'PENETRAT15TlJq S'1RINOERS WAILL FlRESTOPPED Tq e•BRICK _ - eF VENEER CENTERED _ __ PELLA P4NtM CAaRTIp Casement a28T1 ROOF CAPVENTOROABLEENDLOUVRES o - PELIAACIitMEMRYDoor RO.S'-11-Yew xTSYe'n AND CONTINUOUS SCREEN VEMEO FPSCI 15FAL SOLI n[Are 0[0 A.O.3B-t/2WxBt-t/2n SOFFIT - -""•w 1 mVYe, - PEW PCNIM USE. ROOFS REOUIREi'PIR SPACE - ylrJertl]2B2 BETWEEN DECKIG AND VAPOR BARRIOR I! 1 I R0.5'-11.Yawx6-tvn PELLAA tIWA TWCp ,Mtl25]t .--R ROOFS PITCHED LESS TFVJJ 3:12 WILL RUBBER Ro.s'ItyeW x 23-Ye-n PEWAcn;IM DHtl2911 .•,i, I SOUTH ELEVATION - - ouvu°Eo �" R O 2-5-Yew x - INSULATION PER IMSS ENERGY CILLCULATIOD I I I 1 ALLFRAMING MUST CONFORM TO ALL LOCAL, FrT I I j STATE,AND NATIONAL CODES IEF PELLAAcnI1MDHtl4I57 �_�.-- I ! I ( Existing Concrete Block Foundation-Save P.O. ze•-}Y<•n I 'PELLAAcnIM OH.e151, I I I I IR.O.235Y xf_e-Yp-n PEW AMnM DHtl2A53 ® Existing Foundation-Demo Permanently ... R.O.2s-Yaw x e-}Ye•n PELLA AMItM DH II 2933 - ­ R.O.z-s.Yew x. .• Existing Poured Concrete Floor L .. .. New Poured Concrete Foundation GDiEAeL REVGi01BAro00HF5AMANCEro .. REVISED 1/10/03 coHSEBVAnoKcaHwGDKAEGUBEMeHrs'. 0 New 4 Poured Concrete Floor DRAWN.10/05/02 REVISION DESCRIPTION Ex,ST,NOSTRUCTLIRE EXTERIOR' ELEVATIONS -. OWNER:WILLIAM F.HULBIG ENGINEER:WILLIAM F.HULBIG,BSME 120 VINYARD ROAD /t�'!"f 5 QUAIL RUN RD. PELL4 AcnItM R.O.n- Td DHtle15] tt•d PELIA ACHIM ENTRY Door - NEWSTRUCTURE NORFOLK N OIOSF) ylartl T21sz .o.25-}Yewxe'-aYe-n - -~► NORTH ELEVATION R.O.SS-1/Twxel v2n } SCALEOT4UIT, 1-0' DRAWING NO. 1000 - SHEET 60 6_ Ros-I I Yew x c-1 vn 2x 120,IP OC - t' - riSTEEL BEAMS - PELLA DH AaNIM N 2141 iSUPPORTED BV XIS THIS WALL R.O.,'e P�wxas'a-4•n 2.14 WOOD POSTS EACH TO BE FIRESTOPPED : ENO WITH STEEL ` 2 PITCH PELIA PEUA PCHbd drdanaed pCMrm3 LALLV EETW . 12 2x1001P OC PE�OM1IIedC a 2953 PELLA Ac Ri Caaem-m 51(Z) — �'—— • 2 PITCH . I z RO I-.— Poc xs'.I DY4 a - .. ^ 1 ed I1AI �`\ — — ELLA�AhxO R.O.R zttagwxrnyq- 2xs oC "O I I m¢$( mQ O,P OC p{ - _ 2%B P.COF METERS 2XBCEILIN3 RAFTERS PELIA DMN3T19 AMIIM CIrtleOee ,'I, I Jtb ¢pQ S 01B'O.C.(1P0'SPATJ, 0 te'OC(P-0 SPAN) PELLA ACHtM DHNVOD]BS ��J e+�• E%TENDED ROOF 2X8 F METERS 2% ILIND RAFTERS RO>tya x 6btla zx tz e,P oc 21 120 taoc ®te• c tla-0•sPAM ®ta .a ba-0'SPA14 x 1 0 t2 6 zxa zxe Iq 2x 124/160C II 2%B II 2x1 / 2x1 I 12'$' 11'-0' 12' I 2x0 eta CC eta DC zxe 2xq 4-0'—I 1 90 b 3D'-0' I d d c I m I OtPa Ota CC 31,.0• I 2xq +r• 1 non I I 34'-0' I i Ote•oC 2x 120140C 2x1201 2x1201 M 1 1 <'STONELV ENEER. _ • •F. '•PELLA Ac�ItM FRENCH DOOR N 7"Z• g )h2 R.O.Ta3'Iw x B3'1'SB'1'B • W 10X19 - STEEL BEAM NEW q'STEEL • - LALLY COL 2-2 WEST ELEVATION(SEE BELOW FOR GARAGE) F�' 3-3 PM [ • PELIA AtlMtad(.Ymletx+ed I DMB950 - r 2.12 01B' ROB3B+RWNO(2) PELIA DH Adiled RO Z-1-3Iq x 5'-53+q PEILA Acltlletl FELLA AdiIM OH N2583 - FELLAPpledDH1VaOTet 61i.,N 12B2 RO Z- 415-53+1 12 RO P2B'wx3'S 3' 0.0.6IIwv8'tP1r PITCH 2 - 2x t20140C � r 2x t00 t8• _ 2X t00 te•oC 2x 10 CENTERED • ILLAI—DH. 2%a 2%B 2zB 1B'OC RO.Z-1 I-- (P 0 YO 2xq ' 2xe0 IPOC / j 01B'OC 2z 1201S'OC 2x t20 tP aC 2XII irr 2%13 -2% 2XB 2 120ITOC 2zt201WOO ` J 2z 120 tB'OC 2x 120 tB'OC 2XB 2%e 2xq I 2xq I O,aac 1 'N I � e tP OC et OC. I I 01B'OC b� b� L PE DH x0.323—t—Csum —71q j1 x I �1 I O,Poc 16'$' PELUI ACMIaq PELIA Pdtltrx:l DH VogS� SIMBr 9N 098� ---1 2.12 013 SYaxN10390 R0660/1'x3' '1' 2z1 ITOC .O.12wx6V RO.T83'1 583'A .O.TbwxP1P 2z 1201B'OC 2.120 WOC 2.12 019'OC ' CEMERED CEMERED 8X21 -FELLA Atldtxt• W10X19 • STldm4tlt82 STEEL BEAM lP1LNEW y%EEL ••RO ,1'81/Bw x @-,PA.• r V COL - CEMERED 15'-0' 15'-0' - EAST ELEVATION 4-4 Q ATCH EXISTING GARAGE CRICKET 9-9-. N •v-H ,. ye 2 X B PgOF METERS y 01B•O.COVP -SPAro r g-0• 9 _ : .. is 14-0. !7 15 1. RAIL •f: •j:•;l'• - ,��t Existing-Concrete Block foundation.-Save - 2x12OIB'OC ® E' ingF undation-DemoP nnanently". 36 r GARAGE -WEST ELEVATION 12.0 2D +�' Existing Poured Concrete Floor Is.6 New Poured Concrete Foundation 0'. 51' IXI POSTS 51 —� (ENCLOSEDINPLASTER ARCHES) - New 4"Poured Concrete:Fldor • 211 z®,Poc yxa 2 x B ROOFMETERS 2 _ EXISTING STRUCTURE '+EXISTINO 1' NEW STRUCTURE STEELIALLV - -COLS. ., 0 5-5 36 6_6 10-10 r c xnxL Revsare nro cvNFawxHce ro REVISED:1/10/03 calseRvxnoH ca.MsorTReoulr�ltvlrs DRAWN:10/OS/02 REVISION DESCRIPTION-I- EAST & WEST FRAMING ELEVATIONS 44 ALLFRAMING MUST CONFORM TO ALL LOCAL, OWNER:WILLIAM F.HULBIG E GINEER:WILLIAM F.HULBIG,BSME 1-1 a STATE,AND NATIONAL CODES 120 VI COTUITYMAD ROAD 5 QUAIL RUN RD. } NORFOLK MA 02056 - - SCA, NO, 1000SHEET 7 OF 8 2.12 r 2%12 01B'OC e IPOC —Bd—►, 2II t, PELLAq Ieo-YrdhY IcM'I zK to ,1-14 2x tt PEILA Acnlletl DMp355B It I% 112%12•II - I N'—►jam-.1--1 iN—.S'4•—►I 01B'pO RO 2311awxJISYe'ni PELLA PtNiM ArcMTW CeeemeM p2B)1 ` 'PELIA ACHiiq grdeneetl NICMi. IP R. Yewx 25 Yen 0 OC O. '�I1- RO Z-I t-YI n Y-,,YI PELLA ACHtM grtle IIeeO IIC II 35 XB ROOF RAFTERS ROZ-,t-Y4'Z-11-YI i 2x4 c1,B•aa(ta-0•SPANI .2XBRmOF0.4FTERS 2%BLEIU RAFTERS 1 1 1 1 1 1 1 ®,e•of.(Iad sPA4 i ole•aa(111"5PAN o1Poc 211 2 BCEIUNO RAFTERS 2%1 01P OC 2X4 cl e-oc oa-0•sPAM I 1 1 1 1 1 1' o tr oc .I I 1 ola oc .2 le•oc o 1e•oc IPEIIA AcnINIM DHN BI PEL�N..-DHN PEUA DH 2BBB R.O.t-4' %.SY. R.O.Z-53'aw x S YI'n F21 2x0 2%B 2%B - -2%B FELLA PtnI1M DH N 01C OC I 'll RO. nBe-SY211 1'n 2%4 2x 4 2%< 2%4 0t5'OC ba 0 WOO 19O ®IB'OC ®te•cc ete•oc I KK 4X XF ,. � I I. - e�P oc h25 r25 ...• PEILi AWtM EMRY Door -�S'��2��2"''-C,�J,..%�� �ri��•=1+r.��C.��Cl,i�r,��r• R03&l2wrTj Bt 11rh 2%t20,B-OC 2%1 PELIA Acnllep P@LLA A.,, PELIA PMtted 511 der N) Butler p T?P2 Sutler N]282 282 t R.O B'-tt-YlwnB'-,PA 1-YIw.Pt n" _ �LVBX21 ••R.O.B'1 t a+w x 5 MASONRY NDX19 •1", BLOCK. STEEL BEAM. SOUTH ELEVATION BTRUOTURALCDOO aR STEEL BRACKETS RD,Z.S.nItMDVN2 ' D-D ,. R O.2-B-Yew z PS-Y4'n 1~�TS•—►1 - - •�R I - ' i n PELIA!._5 PmAT _ W CnvrlreM N2B]1 ..... - -. - 0.0.Bn1-Yaw%2SYPn I I , .12 I s 22XI %10 - .... ELLA ATR WCvemenl 28]t - 01P OC %233'Ylt I 2%4 XBROOFRAFTEF5 2%1 E 48 ` ' I 01P OC 2XBfOOF lERS 2%B IUNO RAFTERS _ [ ®16•aO.Oa sPAM e l CO.11a-0•SPAN II 1 1 "'Sp RroI a IB•dC .R PEILA PWIM DNNetS] 12 CEILINt3 RAFTERS 2xB®iB'OC R.O.2YSY %1'-&Y4"n PEl1A ACNtM OHN413) 1T cF,Iad SP 1 2 B 8' R.O.2J33'IwxY-PYa'n� 2 B PEl1A AcnItM DHN2853 I 2%1201tt OC 2%120 IT OC _ IB 2% 2% 2%B 2%B R. 3'IwxISY1T PELIAAMDH N2BBJ IMB 2%B 2%B 2x8 .. R.O.25-41%44-YI'n 2x1 t 21 1 2X 4 2x 4 @16'OC @160C @I6•oc 0I1IIIppaII1 OC 2%4 0 COC 2%12PELLAA­1B•OC - _ I - , .'•.•••. SlltlerN]2B2M RO B},/2wxB1�,/Zn i= �'r•�•� 2%,20t8'OC :� 2%,20 fCOC •. •. 211201 A'OC . .R.O.T-8-Y4w%P-tP PELLAAdWBc1 - c. � � FELLA ACNIM OM N t>51 e5 n SII r1] I tle 2B2 ::R.O.2}B-Yew n 1+PY4'n .•ROB'-I t.Nlw•a-t Pn L• - I NORTH EL EVATION _ C-C DETAIL ON f Existin Concrete Dock Foundation-Save EXTERIOR c • g ELEVATION - - DRAWING - { r - EXISTING STRUCTURE' ® Existing Foundation-Demo Permanently - - O Existing Poured Concrete Floor NEW STRUCTURE - Bx New Poured Concrete Foundation 1 SEE DETAIL ON ` Iz - ... EXTERIOR - ° New 4"Poured Concrete Floor - zntz .. I 0%,2� - ''y ELEVATION "..;. 1 } DRAWING 2xe m°a z 4¢ z 1 40 _ z1 _ B%� I 01P OC 0260C 018'OC +0 01B'Do �1¢� 4 4 4� B•-PrvP. Bxe n f 4'd �1 1 2z t2 w 1B ... 2X6 IUNORAFTERS 2 CE UNO RAFTERS B4 2%B 01B' C.(1P0'SPAN 018'aC.(ta-0•.SPAId t 11d I 14— r 2 U(3'1 AHD 2H9 ,]d - 2 B '�' •, BP OZP ac M� I BX21 STEEL - D I m b O W10X19 STEEL ro b o STEEL BEAM LA " BEAM - O i : M$ 2%e e4i jf 2''''P 2Td O IP OC W8X21 4-MN POURED . 2%12 0 1 C aC W I OX19 Iy MAIN HOUSE SUB . CONC FLOOR MAIN HOUSE SUB STEEL BEAM —+—�- FLOOR ELEVATION FLOOR ELEVATION $ :::BELOW FLOOR JOISTS EXI$TINOI EXI$TIND I' G-G STEEL IALIV STEELLALLY COLS COLS NEW 4'STEEL - I IALLY COL ' 1 E-E BLB A—A REVISED:1110/03 CWBET TONW 460NBEW�"YEMEN9 DRAWN:10/05/02 'REVISION DESCRIPTION & SOUTH FRAMING,ELEVATIONS WIL ` ALLFRAMING MUST CONFORM TO ALL LOCAL? OWNER: LIAM F.HULBIG ENGINEER:WILLIAM F.HULBIG,BSME STATE,AND NATIONAL CODES- 120 VINYARD ROAD 5 OUAIL RUN RD. _ -- -- -- COTUIT,MA NORFOLK MA 02056 ` SCALE:1/4'=V-0' I DRAWING N j. 1000 1 SHEET 8 OF 8 k ° ` P } SMOKE DETECTORS O.K. 1 Z3 63 4RN6STAeBLEE BUILDING DEPT. F Cam- 1 2 V-0" (�-- 5'-0" I KITCHEN N WINDOW FROM MAIN HOUSE 4x10 Microlam-- " H -0° . 2x6®11 C _ WEST ELEVATION 4x12 Microlam .. 16 T&G ROO - - IRONWOOD DEC _ .. - 4x6 @6'-4"OC .. �. v zxa 1s°oc f 2x6 FLOOR FRAMING KITCHEN N WINDOW FROM \2x8 - MAIN HOUSE - 4x10 Microlam WEST ELEVATION 4x4 2x6 T&G ROOF � '� 4x6 ROOF RAFTERS - 4x6 Q 24"OC 4x6 0 24"OC * ' 20'-0' / - I 5'-0'4 FP OPENING to . - --- o f---- I - I 42x32x18 x4 1 STERED ` � z 2x6 ONLY 2x6 16-0' � 2x4 13 i 11 N s ( NORTH ELEVATION NORTH ELEVATION SOUTH ELEVATION SOUTH ELEVATION r T-0- FLOOR PLAN 4x6®V-41 C I §g 3578 MULLED OH '" 'POURED CONC. 5 2 6. R.O.6'-2-W4•X 4'-113r4•(3-11/16') � r corn 4•POURED CONC. ''� (BACK FEED UNDERGROUND FROM MAIN HOUSE) - •�e'�' 4121/4147 MULLE TOWN WATER R.0.3'53r4•(3-1 50A ELECTRICAL CABLE '••'•'••• TELEPHONE .• .• ••.••.• .••.• .•,.•,.�. c117. e eased For EXTERIOR WALLS TO BE 4'FOIL t construction FACED FIBERGLAS INSULATION IN - - EAST ELEVATION EAST ELEVATION "[RE SED. 1/3ao3 C PED ALLWITHD5/8'BLUEBOARD 7�1103 WN:10VO502REVISION ESORI ON ROOF/CEWNG FINISH TSD - BUNK HOUSE - OWNER:WILLIAM K HULBIG ENGINEER:WILLIAM F.HULBIG,BSME 120 VINYARD ROAD 5 QUAIL RUN RD. COTUIT,MA NORFOLK MA 02056 _ .. SCALE:114,=1'-0' DRAWING NO. 1000 SHEET 3 OF 8 - f Flood Zone Lines From FIRM Map Community-Pane! No. 250001 0022D 3 ! Mop Revised. July 2, 1992 uta;ty - N/F Par. a. - - -. i Connor Bk.1094 Pg.51 100 Year Flood Elev. = 14' v S S Top of C8/dh Fnd Eleation = 20.06 G ' hoc& o _20 N90170'00'W , �/dn i C,dh r 7 1 1 1 Fnd 375.00' / / f 1 .Rid e of 15A lop. 1 t 1 s N } 1 tE J II 7•——( - Exist Sdptle (To 6andoned) 1/I I 1 \ sras Propas of \ �/ •'r / i des i I / Proposed 1 Proposed Additlon Brick Patio \ — i O Drive 1 (typ� \ / \ \ 11 ' 1 Catch Bosinl& 1 ,, \ / 1 .1 1 I - /. /• / ' 1000 Cal Lepching I I / \ 5p•�/f // 1 1 ' I / / / / yoayhcq Pit w/2' of Stone I ( ti / jane I • / I I 1 / / � I o o - for 1 Driveway Runoff I 11 n We0 Exiting Foundatlon %q'9. Used For To Remain \ Work Limit Dou le Staked / / / .I, WHY I / I � n lFrlgatlan on / \ Ha)6ales w/Slit Fsnc/ng j' � ( � ! I l l l � ' / / / / CU 1 -Isoo col Dr if t I a d ywell w/1' of l l 0 _ Store for Roof Runoff(typ. . �• / l I o Q Proposed Septl System I I (See She@ of 2) I n �I I Lot 15 -1 // / Proposed Addition // } /y / -- -- -- -- — - ——•——-— --•— •--•--•--•— / � '• — -- — -- — /l _—. Tm 1.tm r / l 1 / L•.........1••••.•....�• / / / `L CBldh \ / N 90'00'00' E Top of Coastal Bank vat N/r o ii I B Cert 114163 CB/dh e unity Fnd Pore , Proposed ImprovM en t Title: ., Site Plan . PREPARED BY. ; Improvements Proposed Im p P . Sullivan Engineering, Inc. � CapeSury At PO Box 659 7 Parker Road r { - M. _ Flood Zone Lines From FIRM Mop ASSESSORS REF.. , • a ' Community-Panel No. 250001 0022D - Ma Revised: Jul 2, 1992 % oe r % ! !t P y Map 16, Parcel 22 /; e am uteaty N/F Pnae Connor 01,1 $� 9 Bk.1094 Pg.51 t\ ..h. 100 Year Flood Elev. = 14' Top of CB/dh Fn. OVERLAY DISTRICT' o. �M. cus r Elevation = 20.OE'(NGVD '29) titi a AP - Aquifer Protection District d t rod I I 0 _ � 0 'I 6 h ♦ � N .. ____ ,' ,� / / I I / 1 As Shown on Plan Entitled uokn � z /. N90 00'00'W CB/dh _ ,- - I I I I Revised Groundwater Protection Pc ? °a t • / %° — ,2 ,, i 375.00' / I // // /' / I Fnddh r ?14't l I I I / I ` Overlay Districts" - April, 1993 ,q c Lot 15A / - x i o I / / 1 l / / I I I I Nf o I / I / I O nlNs `i i' I_ sete«..is. I l /�- -- -- -t -- -- -- -\34.7' �- -- I / / / I I` \ 1 end 39.2' I 4a7` I I I // \ �� I I/// I I C / / 1 \ \ �� ? f- o—O ) T— \ I%I%1 / I \ sty _M tdd ° ° ° FLOOD ZONE: Wood Fen P \ � l�� �,.. Zone C, V11 & V17 1 Q� sun W I I I b Cellar b ''Island En try \ / / I I I Community Panel No. 1 Story y \ \ l l l I I I / / I I 250001 0022 D o I Wood Framed laic I I I Garage Burr / /l 1 I I / I I'::. / / ,/ ,/ Jul 2, 1992 ,1°a y , I l ,/ �zon I 11 I l ; ,' ,',� y LOCATION MAP: i ° °ec I I Floor E1.=21.1' ' First Floor // 1 61.E;' ♦ P°oJa I I I Wood F°e a E1.=20.8' ., r Nr / s I I / 1 1 o Scale 1 = 2000 2 story i i I Pld.y 1 `� / Wood Framed Dwelling p l / ' ,r Y` / 120 / directions: From Hyannis - Follow Route 28 / / /' I / / / / / / `owards Cotuit• Take a left onto Putnam Avenue I 1 zoo-- _ o ° /, ZONE: i / i / ,� 1 l / / / / J' ,rd follow to the end, Take a left onto Main 1 1 I Lot 15 r - ` o Porch / I ,� i /h 1 / , / / , �I / ✓ / � � � �� � / / / 7_5• � I l I / / I I / / // ,;./� / � � Street; At the end of Main Street continue / . sz 1r 1 RF �t. ai h t onto Vineyard Road; House is on the 1 /'/ l `l— /tio if ----� / i/ �' jleft, #120. y Area (min.) 43,56' SF �, 1 ', . , _ r /� - l /l \ / / /// // Frontage (min) 150 s / -- -- -- -- -- - - ----- / 35.3' // j / Setbacks: ,- ti,' s r-- -=----- /� / / / Front 30 Grovel Driveway ------ --- '' / // Tree Lane , / l l l l I / / G Side 15' - ------------------------- -------------------- ilc8idh / l l / / , /// / Rear 15' / / i l• lFnd 90'00'00* El Top of r / Coastal Bonk r N t / / I I I Cert.1Llo14/63 b / I / S l ll 1 I H I 1 CB/dh CB/dh Fnd Utsey Fnd Pde ExistingConditions u a Flood Zone Lines From FIRM Map Community-Panel No. 250001 0022D Mop Revised: July 2, 1992 Ulpity N/r Pd. Connor 8k.1094 Pg.51 100 Year Flood Elev. = 14' 7�� �t Top o f CB/dh Fr.d ti&& & I a Elevation = 20.03'(NGVD '29) titi ;I ?o i -- --- N90*00'00'W \ i Find Fnd i / I 375.00' / // / r I CY17dh Lot 15A - -- -- l- -- -�- -- 'qv �- --.Ir - / - - l _ Bur smw•«I. r T -(/-- --Erht r- - �y1e - ,/ 1 1 1 - I Srptle 1 I I _ I / \ (To bandoned) I 1 Proposed Proposed Additlon Beck Patio - 1 Paved I �tyP•J I I Q I i O Drive I Catch Basinl& 1 ��i°F� 1000 Go/ Lepching Pit w/2' oflStone for Driveway Runo I I E /t)ng Foundation 1 I I 1 Ex Nng Moll / l / / , / / To Remain \ Work Lbn1t - Dou le Stoked / 1 / (T Be Used For I ) � � / \ Hay6des w/'Sllt Fenc//ng 1 1 1 aaa y I / I " Igatlon On r /`� 1 -1600 Gal Drywen w/1' of z— . ; / / // I / 1 / / j ! l , l :' / / / // \^` O I i I O Storle for Roof Runoff(typ. OSept 0 Pr(SeesShes t1 of 2) l / / /' i� II /y l ! I I I l l / '+/• / V I I 1r1-1 / 11 ! Lot 15 / / , � Proposed Addition ✓O ` r// ` / ! I / / / � / / / ool / 1 ---- / / n.e be //' /l I I / I I / / /•� �.' t l 1 / i.........•. ... FTdldh 90Y10'00',E/ lb Too t N� Coayt6l Bank r Lloyd tiQftfe l I l l ' 1^ Cert.114163 �V 1 . l � 1 1 I 1 I I A�16 CB/dh CB/dh r V Fnd WHY Fnd Pa. Proposed Improvments Revision Moved Proposed Addition Landward per Con Com's Request Date: 11/14/02 Title: Site Plan PREPARED BY.• PREPARED FOR: Notes/Revision: Proposed Improvements CapeSury 1. The p p Sullivan Engineering, Inc. williom Hulbi9 ) property line information shown was At PO Box 659 7 Parker Road compiled from available record information. Osterville, MA 02655 Osterville MA 02655 120 Vineyard Rood 120 Vineyard Road (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax Cotu t, Mo. 02635 2.) The topographic information was obtained from on on the round surveyperformed on PSullPEOaol.com copesurvOcopecod.net 9/AUG/02. g p Barnstable, (Cotuit) Mass. - Draft: JOD Field: WHK/MDH 3.) The datum used is NGVD '29, a fixed mean Date: Review: PS 30 0 15 30 60 120 October 1, 2002 Comp.: MDH sea level datum. �) MEN Project #: 22033 WOMEN Drowing # C473-2Gl.dwg