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0030 WEST BAY TERRACE
� O Cc��s-}-� �^mac 0 r o �� .�.. — �.�,_ ._ � .�r.. � ..�.. �....�, �..- ���. �. �. �.._ — — �..� � � __ 1 �d e IpI ° .Q Town of Barnstable - _ uildl g e�aysenecE, 2 Post This Card So That it is Visible from the Street.-Approved Plans Must be Retained on Job and this Card Must be Kept 1639. �� IPosted Until Final Inspection Has Been Made. t Permit ;Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3524 Applicant Name: Gary Souza Approvals Date Issued: 10/21/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 04/21/2020 Foundation: Location: 30 WEST BAY TERRACE,OSTERVILLE Map/Lot: 071-013 Zoning District: RF-1 Sheathing: Owner on Record: SMITH,JOHN F&LYDIA G Contractor Name: ROGERS AND MARNEY INC. Framing: 1 Address: 10 SEAGATE DRIVE APT 5S Contractor License: 164688 2 NAPLES, FL 34103-2467 Est. Project Cost: $90,000.00 Chimney: Description: Remove and replace existing roof. Permit Fee: $459.00 Insulation: Fee Paid: $459.00 Project Review Req: Date: 10/21/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. f ` -- -- - - . Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTAB�E CERTIFICATE OF OCCUPANCY PARCEL ID 071 -013 GEOBASE .ID 3772 ADDRESS 30 WEST BAY TERRACE PHONE (508)428-8106 -OYSTER HARBORS ZIP - LOT 1D LC151 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 29114 DESCRIPTION CERTIFICATE- OF OCCUPANCY ' PERMIT TYPE BCOO TITLE CERTIFICATE OF OC UPANCY CONTRACTORS--J. 'f Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: , BOND $.00 � CONSTRUCTION_COSTS' `_ 00 __ Qi► _`0 i SINGLE FAM HOME DETACHED 1 PRI VATi P 1,Of. N , * BARNSTABLE, + MAS& I i639• MA'S BUILDIN, BY DATE ISSUED 03/2.6/199� EXPIRATION DATE` TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 071 013 GEOBASE ID 3772 ADDRESS 30 WEST' BAY TERRACE PHONE (508)428-61( Oyster Harbors ZIP - LOT 1D BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 17098 DESCRIPTION DEMO OLD/NEW SING-FAM- (SEW-PMT.095-927) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: ROGERS & MARNEY, INC. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $3, 100.00 BOND $.00 O� CONSTRUCTION COSTS $1,000,000-00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P Q ; +� BARNSTABI.E. • MASS. OWNER SMITH, JACK 039. A� ADDRESS 1660 APPLE LANE � BLOOMFIELD HILLS, MI BUIL I SI BY DATE ISSUED 08/07/1996 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS • PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR 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. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 90 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 �6_ 8 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 0 � 3014 t 1� 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 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ('� Parcel' Permit# Health Division Date Issued Conservation Division Fee Tax Collector : :`° �� �-S Treasurer INSTALLED IN CC-vuPLIAN67- Planning Dept. WITH TITLE 5 ENVIRONMENTAL COIDE A QD Date Definitive Plan Approved by Planning Board TOWN REGULAT'dONS Historic-OKH Preservation/Hyannis Project Street Address 3 3 Village CkY"E2Y! L�_E_ Owner So t+N .0 5;M rr4 Address S4Mf Telephone 9Zo — 79(O Permit Request MHst?4-L_-_ t_FS I r--,F—wo 41_-. L_C--yLtE 2 FP,, Square feet: 1 st floor: existing proposed <D 2nd floor: existing proposed Q Total new O r Estimated Project Cost 30.oM Zoning District Flood Plain Groundwater Overlay Pr-- Construction Type Wmb FF_AKiE_ Lot Size `. '] l3C Grandfathered: 0 Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family 4 Two Family ❑ Multi-Family(#units) Age of Existing Structure;-sue Historic House: ❑Yes UrITo___ On Old King's Highway: ❑Yes Ul�Jo Basement Type: ❑ Full O'GrawI ❑Walkout ❑Other Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) o Number of Baths: Full: existing q new Half:existing Z new Co Number of Bedrooms: existing new n Total Room'Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 5kGas ❑Oil 0 Electric ❑Other Central Air: Ble's ❑No Fireplaces: Existing New d Existing wood/coal stove: ❑Yes allo Detached garage:0 existing ❑new size —" Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 0 new size — Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes 2-1166 If yes,site plan review# Current Use SvkL66�_V F—/-Vmu_`f Proposed Use s4my BUILDER INFORMATION. Name 20 G eys &MA?H sY S.rl C_ Telephone Number S68 Z 8 610(p Address 13x S t O License# (:S C)t 6 i?g �ST�2v�►_�_ MP, Home Improvement Contractor# co 134 Worker's Compensation# v,(C_9S 7 9 R oo3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKENX ,53.E M Nr-awi � s - M a4u SIGNATURE DATE _ �_ oS' 0 1 .y FOR OFFICIAL USE ONLY t • !A PERMIT NO. DATE ISSUED d ^ MAP/kRCEL NO. �x ? Rik `! ADDRESS VILLAGE i OWNER DATE OF INSPECTI.dN: FOUNDATION i . FRAME t ' INSULATION FIREPLACE t , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH_. FINAL GAS: ROUGH - FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r c. OF THE Tp� The Town of Barnstable II"btA `F and Environmental Services 9 �' Department of Health Safety pffo;;�16� Building Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building.Commissioner For office use only Permit no. Date AFFIDAVIT IIOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MCL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernirntion, 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 divelling 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 Worlc: 8 4e r CL l t&y% Est. Cost 30, 000 Address of Work: -30 NgE!QTT 5 AY C e Owner's Name e A Date of Per►nit Application: SC—L V1 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owncr pulling own permit Notice is hereby given that: OWNERS PULLING TIiEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE IiOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO TIME ARBITRATION PROGRAM OR GUAI .ANTY FUND UNDER MCL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the owner: l � os o l �oaQcS � C�1e►c»ec�• �S�i� � 1[�c� 1_�4 Date Contractor Name— Registration No. OR Uatc Owner's Mime ^-- z.r.-.,,.�..�..�„cy�-r,yyi.,.,�,�`,n.��t:�.��i+ q,,•�'lif+i;1�-��'^Hfi1 �i?��,�b�A.±�"'-�ywt+.-„-v.,.,x..«i`+-r"ti: ��re,yNtir,., :,.-,(...,...-�..... RI of IME , The Town of Barnstable MAM A Department.of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 �""} Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: Ma /Parcel: Q P nn Project Address: O' Builder: V-, G C 1�� fi The following items were noted on reviewing: C��— LCt�tA cdry C r V r-Cx cad(Z. C9�. ,�Z M `,vCf � b ( � � 0 ��� �L - Cad �oT c-c Please call 508 862-4038 for re-inspection. Inspected by: Date: q:building:forms:review -1-NCL1NA,. ,. T0R COMPANY O' F A M E R I C A "Elevette®" 0 Ft10\ORAIL Main PREM PEHDI/YG ROPED, HOLELESS, HYDRAULIC ELEVATOR he new HydraRide II from Inclinator Technical Data combines two great technologies: the •High quality monorail smooth, quiet operation of the Roped •Bottom sheave,jack and rail support one piece Hydraulic System and the high quality construction Monorail System. The HydraRide II •Capacity 750 lbs.(337 kg) •Rail attaches to standard 2 X 12 requires less space for installation and •Minimum pit depth 6"(16 cm) can reduce the overhead requirement to •Maximum travel is 50'(15.2 m) 0 below eight feet making it ideal for resi- Speed is 30 FPM(9 m/m) dences with low ceilings. Also, car sizes •Battery lowering is standard are available in more irregular sizes with 'Pre-wired car controls and limit switches the monorail than with the standard •Car size:maximum depth—36"(91 cm), maximum width—60"(152 cm),maximum floor elevator rail system. area-15 square feet(1.39 ml) NOTE:Residential limited to 12 square feet. 2'11'MIN. (89 cm) Advantages �� •May be retro-fitted into an existing shaft •Does not require critical alignment of rails •Smaller shaft size required (i gym) •Less overhead required—8'0"min. •Less pit depth required •No sheaves to mount in machine room or in shaft x A D c •No sling assembly required •Machine room does not have to be adjacent to shaft 2• w 2• •Machine room floor does not have to be reinforced Is cm) (5cm) •Smooth and quiet operation •Decreased installation time 3" e (7.62 cm) 3'(7.62 cm)MIN. Y ' If EM-4 Interlocks are being used,3"(7.62 cm) NOTE:Auxiliary stabilizers are recommended, must be allowed between shaft opening and swing allow 3"on roller side. Most effective when type door. If two openings on same floor;order opposite rail. May also go on either or both sides. one EM-4 and one EM-4S interlock for that floor. CIRCLE CAR CODE CHOICE OR COMBINATION. GATE OVER-RUNS CODE CODE D CODE CODE rCODEE5 CODE GATE- W Codes 3,4,5 and 6 recommended for wheelchair usage. Any combination of 2 or 3 gates can be furnished. Shaft doors should hinge from collapsed gate side. 01997,Inclinator Company of America,PO Box 1557,Harrisburg,PA 17105-1557 All Rights Reserved Printed In USA Form No.210 CP•5M•597 — I INCLINAA2 TOR. COMPANY OF A M E R I C A ORDER SHEET FOR "ELEVETTE" MONORAIL HYDRARIDE 11 ALSO COMPLETE BALANCE OF DATA SHEET ON REVERSE SIDE Dealer Name City Your PO# Customer's Name Phone Date Street Address City State ZIP Shipping Address(if different from above) Source of interest in our products (for our guidance in spending advertising dollars) 1.Capacity: 750# 2. Electric power supply: volts phase Hz, 24 V Control. 3. Number of floors to be served: "Elevette"will travel from to floor. Total travel is feet inches. (floor level to floor level) Distance from top floor level to ceiling feet inches. Give pit depth at lower landing inches. (minimum is 6") 4. Maximum length of guide rail that can be installed in one piece: feet. 5.Car height:7' Other Car Floor standard wood Vinyl covered 6.Collapsible car gate or gates furnished: Duranotic Painted Brass Other Reject 3"Ball Yes No 7. Power unit location: Specify which floor and location 8. Light fixture selection: Surface mounted dome type Down lights 9.CAR CONSTRUCTION for"ELEVETTE 2100 or 3/4" HARDWOOD VENEER "ELEVETTE" 2100 Car panels constructed of 3/8"paneling-choose one or combination, Light Oak Dark Oak Natural Oak Walnut Cherry Birch Unfinished Semi gloss Optional: Custom painted interior Color choice(send sample) , Plastic laminate (color), Clear acrylic , Tinted acrylic Acrylic mirror (Silver , Bronze ). Standard wood car-type of wood Raised panels , Unfinished Semi-gloss , Other 10.OPTIONS Keyswitch operation In Use lights Arrival lights Alarm bell ,Telephone cord Telephone cabinet Number of handrails (Wood. Brass ), Lighted buttons Gate safety bar , Floating gate Emergency light and bell , Folding shelf Auxiliary stabilizer rollers 1/4"x 2 x 2 Angle iron , Foot extension pan Car control location: Wheelchair height Standard height Pit switch ,Top of car stop switch Handicap decals i Shop Drawings Yes No 2 speed valve with submersible pump NOTE:TO AVOID DELAY IN PROCESSING ORDER MAKE CERTAIN THAT ALL ABOVE ITEMS HAVE BEEN ANSWERED. 1NCLINATOR COMPANY OF AMERICA 2200 Paxton Street PO Box 1557 Harrisburg,PA 17105-1557 Phone:(717)234-8065 FAX:(717)234-0941 a C.M.C. Elevator Corporatlon 990 Plcumnt,irvvt,Nnnai+urt,MA n2002_-.Phane?SIM62•4Q}9• Fare lSl"61- 21 F A X TRA N S M ITT A L SHEET COMPANY: CUWi? t /i!'` l^YJ Sd0 •6 ,�® c FROMr — n OF PAGES FOLLOWING THIS COVER SHEC : SUBJECT: COMMENTS: A4 DEPARTMENT OF PUBLIC SAFETY Uoense: ELEVATOR MECHANIC LICENSE i Number. EM 005245 Birthdete;03111/1,059 Explrwr:03/11/2002-f Yr.no: 343 Rnitioted To: 00 :f MARK J OMALIA ,.I11 20 OLD FARM RD �".Vh �. 1 WALPOLE, MA 02081 AcOng ornm ss oner ". ti 4 The Commonwealth of Massach uselts •� __- - __(� Department of Industrial Accidents Office alkyesilgBtloBs - 600 Washington Street --- '• Boston Mass. 02111 Workers' Compensation Insurance Affidavit � • f 1 name: location- city phone# _ I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity [JI"am an employer providing workers' compensation for my employees working on this job. company names �bQ erC address-: x 3 1 0 City:_ DS t-ery shone#• S'0l3 • q2 8 • 61 itlsnrnnce co C 14S'T't;fL hi G 44%= a a.l"t'Y policy 0 9�7 9 A O Q Z 1 am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who hLi..- the following workers' compensation polices: comp any name: 444 4eII-e address: city: phone#. insurance cti .. iLiSY#. company name- address:;:: city: phone#• insurance co. policy# Failure to secure coverage as required under Section 25A of NICL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 andnn one years'imprisonment as well as civil penalties in the form of it STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of investigations of talc DIA for coverage verification. 1 do hereby certify under the pains and penalt- s of perjufy trot the information provided above is true and correct. Signature Date / ' s` 0� Print name a6t !'hone# Sb 19•4 ZQ' 1 b(2 C ly do no[write in this a-rea to be completed by city or town official permiUlicensc it rlBuilding DepartmentoLiccnsing Boardmediate response is required oSeleetmen's Offtee �llealth Department n: phone q• -Other '• i° (,-4cd 1/95 1'LA) ' 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 def incd 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 ady 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 ,constnrction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter hav been presented to the contracting authority. Applicants ['lease fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to 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. 's 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. Pleas be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions please do not litesitate to give us a call. The Department's address, t fen'tcr:: and : i:: r. rl,e Co �_'taa 1)cttar± t _a G: '._,IIdU!..lI r1C:._.. c: i .d(fce,GQ p(iVeS11��1i06t5 600 Washington Street Boston, Ma. 02111 Nx' !1: (G 17) 727-77,19 ..: Y^i2''t% `$is i`3 ii:3l y::%:;as:;:;::......:;::;2 DATE MM/DD/YY RD .F L1:A:BI: :1...T:.:. :::f:NSa :RA[�GE 10 2s 00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MORRILL ,INSURANCE AGENCY INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR J P 0 BOX 290 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 19 CENTRAL ST COMPANIES AFFORDING COVERAGE I NORWOOD MA 02062 COMPANY A CLAREDON NATIONAL INS . CO. INSURED COMPANY CMC ELEVATOR CORPORATION B ARBELLA PROTECTION COMPANY 596 PLEASANT ST C NORWOOD MA 02062 COMPANY D C.a.. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED9CUMENT ED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER D WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIB HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID LAIMS. CO i TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE POLICY EXPI TIONI LIMITS LTR' DATE(MM/DD/YY) DATE(MM NY) GENERAL LIABIUTY G 6 010 0 015 2 0 0 16/2 0/O 0 I 6/2 /01 I GENERAL AGGREGATE 1$2 , 000 , 000 R{ I COMMERCIAL GENERAL LIABILITY i I PRODUCTS-COMP/OP AGGI S 1 , 0 0 0 , 000 r °CLAIMS MADE X OCCUR PERSONAL&ADV INJURY I$1 , 000, 000 DOWNER'S&CONTRACTOR'S PROT I EACH OCCURRENCE I$l, 000 , 000 ! FIRE DAMAGE(Any one fire) I S 50 , 000 MED EXP(Any one person) I S 5, 000 AUTOMOBILE LIABILITY ; 24308400000 2/28/00 2/28/01 1, 000 , 000 COMBINED SINGLE LIMIT I$ ANY AUTO ALL OWNED AUTOS I BODILY INJURY SCHEDULED AUTOS i i(Per person) `$ ___ X I HIRED AUTOS I I BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE f$ I i I i GARAGE LIABILITY i I AUTO ONLY-EA ACCIDENT $ HANY AUTO I \ I OTHER THAN AUTO ONLY: I \:� I EACH ACCIDENT!$ �\ I AGGREGATE I$ EXCESS LIABILITY I I EACH OCCURRENCE S UMBRELLA FORM \ I AGGREGATE' S 10iHER THAN UMBRELLA FORM � $ C S ATU-! TH-, WORKERS COMPENSATION AND W2 4 0 114 5 O O •\ I 1 O/ l/O O j 10/01/O 1 X TORY LIMITS: ER EMPLOYERS'LIABILITY _ EL EACH ACCIDENT S 100 , 000 I THE PROPRIETOR/ INCL I EL DISEASE-POLICY LIMIT S _ O C , O O PARTNERS/EXECUTIVE - —" OFFICERS ARE: EXCL I EL DISEASE-EA EMPLOYEE S 100 , 0 0 C OTHER I i 1 i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS 'I SALES AND INSTALLATION OF ELEVATORS i CERTIFICATE I,OLDER, CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ROGARS & MARNEY EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL ATTN: GARY SOUSA 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, P 0 BOX 310 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OSTERV I LLE MA 02655 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORDMD REPRESENTATIVE i �Iau een Stephany, CISR BA A >':«::::::>:::>::>::>::::<:::<:>:::>:::»::>?:<:»?::>:>::<: ,., ..;:.. A CO P ION'a988 aCORD: 25•5.::(1195):_:. _...... ,. .. 0 _ 0_.CbRq.. . .F? :pRAT,:. ACORD ID CERTIFICATE OF LIABILITY INSURANC KG OATE DOIYY) O-1 05/2 OS/25/00 WDUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION /' ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE sr baugh Ins. Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 05 West Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. %nnis MA 02601 _one: 508-771-1632 Fax:508-778-1789 INSURERS AFFORDING COVERAGE SUREO ' INSURER A: MASSWEST INSURANCE INSURER B: EASTERN CASUALTY INS. COMPANY Harmon Painting, Inc. INSURER C: P. 0. BOX 86 INSURER D: Osterville MA 02655 INSURER E: :OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iSRI TYPE OF INSURANCE I POLICY NUMBER I POLICY EFFECTIVE P LI PIRATION TR DATE MMIDOlYY I DATE MMIDOIYYI ' LIMITS GENERAL LIABILITY I I i EACH OCCURRENCE I S 1000000 _ A I X COMMERCIAL GENERAL LIABILITY ART036057100 04/01/00 04/01/01 . FIREDAMAGE(Anyonefire)I S 50000 1 CLAIMS MADE a OCCUR MED EXP(Any one person) f 5000 i PERSONAL&ADV INJURY I f 1000000 GENERAL AGGREGATE I S 2000000 I GC;V �'LAGGREGATELIMITA(PP�LIESPER! ( PRODUCTS-COMPIOPAGG I S 2000000 ' ' POLICY JE�7 I I LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO I (Ea accident) ALL OWNED AUTOS i � BODILY INJURY SCHEDULED AUTOS I (Per person) $ _ I HIRED AUTOS BODILY INJURY f NON-OWNED AUTOS I (Per accident) I--I PROPERTY DAMAGE I S (Per accident) i GARAGE LIABILITY 1 I j AUTO ONLY-EA ACCIDENT I S F-I ANY AUTO I OTHER THAN EA ACC I $ AUTO ONLY: AGG I S EXCESS LIABILITY ! ; EACH OCCURRENCE I $ OCCUR CLAIMS MADE / ; AGGREGATE ( $ S DEDUCTIBLE S RETENTION S I I f I S WORKERS COMPENSATION AND TORY LIMITS X'. ER EMPLOYERS'LIABILITY ACCIDENT 1 f 500000 I $ I WC97798007 01/04/00 01/04/01 ' E.L.EACH 111 I E.L.DISEASE-EA EMPLOYEE f 500000 ! E.L.'u'- 3E•;:VLiCYLIb:: f 50^v00v OTHER \ A ': Commercial Applica TBD 04/01/00 04/01/01 )ESCRIPTION OF OPERATION SILOCA T10N SNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER N I AoomONAL INSURED:INSURER LETTER: CANCELLATION ROG;RS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO•`. DATE THEREOF,THE ISSUING IN57P.ER`NI_L ENDEAVOR TO MAIL 20 DAYS WP.ITTEN NOTICE TO THE CERTIFICATE HOLDER NA.tEO TO THE LEFT,BUT FAILURE TO DO SO SHALL Rogers & MarneV, Inc. IMPOSE NO OBLIGATION OR LIA3.LITY CF ANY KIND UPON THE INSURER,ITS AGENTS OR p. O. Box 310 Ostervi lle MA 02655 REPRESENTATIyj,9�/f/ Hous Accounts ACORD 25-S(7/97) ©ACORO CORPORATION 1988 CERT1�lGATE OF LIABIL[TY INSURANCE DATE,MMIDDIYY) 11/28/2000 PRODUCER (508)994-9688 FAX (508)991-5461 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION UTKOWSKI & KESTENBAUM ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 414 COUNTY STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 BOX 5911 COMPANIES AFFORDING COVERAGE NEW BEDFORD, MA 02742-5911 COMPANY Commercial Union Attn: Ext: A ........................................................................................................................ .:...................................................... ...... ........................................................ .. INSURED COMPANYGranite State Insurance Co Randall C. Agnew Electrical Contractorse RandallAgnew Electrical Contractors ............................................... ................................................I....................... PO Box 1270 COMPANY Cotuit, MA 02635 C :................................................................................................................................ . COMPANY D X. :COVERAGES.... ........ ..... . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .. ........ ............................. .......................................................................................................................................................................................................... .... CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MMIDO/YY) DATE(MMIOD/YY) GENERAL LIABILITY GENERAL AGGREGATE S 2,000,000 X COMMERCIAL GENERAL.LIABILITY PRODUCTS•COMP/OP AGG :S 2,000,000 ..... ......... ...................... .............................. .. CLAIMS MADE X OCCUR PERSONAL&ADV INJURY S 1,000,000 A NBFB41863 11/16/200011/16/2001 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE S 1,000,000 FIRE DAMAGE(Any one fire) S 100,000 MED EXP(Any one person) S 5,000 AUTOMOBILE LIABILITY ' COMBINED SINGLE LIMIT S ANY AUTO 1,000,000 i ....................................................................... ALL OWNED AUTOS BODILY INJURY S X SCHEDULED AUTOS (Per person) A - CBXE04239 11/16/200011/16/2001 ................................................................ X HIRED AUTOS BODILY INJURY S X NON-OWNED AUTOS (Per accident) ... ... ................................. ............................... . .. PROPERTY DAMAGE :S 0 GARAGE LIABILITY AUTO ONLY•EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: ........................................................................... EACH ACCIDENT S AGGREGATE$ EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE 5 ....... .............................................................. OTHER THAN UMBRELLA FORM S WC S A U- OTH•:ii,:i%: :;i':i, WORKERS COMPENSATION AND TGRY LIMITS' ER :': EMPLOYERS'LIABILITY i ...... ...........................:...-...::i........_.....:'::.: .......... B WC6523895 06/23/2000 € 06/23/2001 E_EACH AcaoENT s 500,000 THE PROPRIETOR! : INCL E_DISEASE-POLICY LINII7 S 500,000 PARTNERSIEXECUTIVc ..... .. _. OFFICERS ARE EXCL DISEASE-E4 EMPL:yEE S 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESISPECIAL ITEMS CERTIFICATE HOLDER. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. Rogers & Ma rney Inc BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY PO Box 310 OF A ND P HE COMPANY.Ij4-4GEN• O RE RESE TATIVES. Osterville, MA 02655 AUTHORIZED REP - A IyE ACORD 25•S(1195) ©ACORD CORPORATION 1988 .//L2 L96'IILlI14'I2UJE6U2 4�✓� LUOE�b I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 016174 Bi rthdate: 05/07/1939 Expires:05/072002 Tr.no: 26118 Restricted To: 00 CHARLES D ROGERS 300 BAXTER NECK RD ""'1r. � Ik4A04ZTe'1MQ kAII If,' MA 07FAA eAminicfrafnr ✓l2P �LZ%%�%792%4�12111E?�GGGLf2 Q�t./��GG7/Jffl��.( �i4'e'/.WiGI/y Board of Building Regulations and Standards One Ashburton Place - Room 1301 B-:3f..on, . Massachu!7--.a:•t.+• 0?108 Rpcils1"..?ra1-_iQn 1.00-131 B �ni.r:�ti.on h1�?10:? T v n�-, n i .I. F f r r -.I- : n �/ee�oom�naru�eal!/c a�✓C�a uac� e HONE IHPROMENT CONTRACTOR Registration: 100134 r C E R 5 & MARNF_Y . IP-IC Expiration: 6/9/02 (-har.Les Rogers Type: Private Corporatio P .O . Box 310 Osterville MA 02655 ROGERS & NARNEY, INC. Charles Rogers G� =-o 7-5 eg1,1,/ 445 NEST BARNSTABLE ROAO ADMINISTRATOR Osterville HA 025�, ROGERS & MARNEY, INC. BUILDERS - OFFICE LOCATED IN: P.O. Box 310 ROMAR BUILDING OSTERVILLE, MASSACHUSETTS 02655 WEST BARNSTABLE ROAD (508) 428-6106 OSTERVILLE, MASS. 02655 FAX (508) 420-3550 January 5, 2001 Town of Barnstable Building Department 367 Main St. Hyannis, MA Re: Smith Elevator Dear Richard; have enclosed some generic information from the elevator company. I This one will be serving two floors. It is going into a home we built.four years ago. The inside of the shaft will be covered with one layer of 5/8" fire code gypsum board. The doors will be fire rated per code requirement, with automatic closures. The second floor joists are .14" TJI's. We will head them off and the shaft walls will bear the load. I If you have any questions or comments, please call me at our office. Sincerely, Robert Cook I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - Map .01YO13 Parcel M101,3 Application Health Division Date Issued A—��=l�y P� Conservation Division Application oFee(�6S.06.Planning Dept. Permit FeQ 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 130 w e6 " 6 Q.V / e—r ace Village Q6erI/1I1,e- Owne I L 0 • Address ie s Telephone NaQI �L 3q 143- ,2q&9 Permit Request hd__ _h r rv, R en Q y A-i d, 1 Square feet: 1 st floor: existing proposed 2nd floor: existing3proposed�Total newaac Zoning District Flood Plain Groundwater Overlay /� Project Valuation S K Construction Type o 0 V on 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: ElCY 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 ly new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing O new First Floor Room Count Heat Type and Fuel: El Gas Y011 ❑ Electric ❑ Other Central Air: /Yes ❑ No Fireplaces:.Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: l�existing ❑ new size _ Barn: U,7 xisting 0'newasize_ t ::E Attached garage: 53 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' Zoning Board df Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# cil Current Use a C.P, Proposed Use Res 1(lnC P_ m APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SV1 C • Telephone NumbeN5'0 O " VC2 0 — 6 Q10 Address U U License# QS rJ► I_2_/'� Q �,�� Home Improvement Contractor# 1&g (D y S Email Q 16 rd Q Am at,rn4_%ibU i I d?_rt_ ( Ij*ker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a,h S SIGNATURE DATE �3 /� FOR OFFICIAL USE ONLY APPLICATION # _ l - DATE ISSUED MAP/ PARCEL NO. _ t' ADDRESS VILLAGE OWNER f DATE OF INSPECTION: - FOUNDATION FRAME INSULATION FIREPLACE `1 ELECTRICAL: ROUGH .FINAL PLUMBING: ROUGH 'FINAL - } i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r J The Commonwealth of Massachusetts r Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/OrganizatiorAndividual). Rogers and Marney Builders Inc. Address:445 Osterville/W. Barnstable Rd. City/State/Zip:Osterville, MA 02655 Phone#:508-428-6106 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. X❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'� 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* require`d.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am 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 repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other j comp. insurance required.] *Any applicant that checks box#I must also fill ourthe section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Northwood Insurance Agency Policy#or Self-ins. Lic. #:6560UB497/77P225216 Expiration Date:01/01/17 Job Site Address: 9)A City/State/Zip:d64e! V 11IQ. AV ivo?&_';3_ Attach a copy of the workers' compensation 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 of a fine 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 Investigations of the DIA for insurance coverage verification. I do hereby certify un i , at and pen tieste)r ury that the information provided above is true an correct. Si ature: Date: t o Phone#: 508-428-6106 0 Official 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#: r ROGER-1 OP ID: KG �4CORar� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDKYYY) `--� 03129/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT AAME: Kathy Geddis Northwood Ins.Agency,Inc. PHONE 540 Main Street,Suite 9 A/C No E :508-771-1632 AIc No): 508-393-2955 Hyannis,MA 02601 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 4 INSURER A:General Casualty Insurance Co. 24414 INSURED Rogers& Mamey,Inc. , INSURERB: Gary Souza P.O. Box 310 INSURER C Osterville, MA 02655 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE LTR POLICY NUMBER MMIDDM'W MMlDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAWS-MADE OCCUR, CCI0395621 03/20/2016 03120/201] AM�l�-N PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY ®PE� LOC PRODUCTS-COMP/OP AG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,00 A ANY AUTO CBA0395621 03/20/2016 03/20/2016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ XX NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB X IOCCUR EACH OCCURRENCE $ 10,000,00 A EXCESS LIAB CLAIMS-MADE CCU 0395621 03/20/2016 03/20/2017 AGGREGATE $ DED I X I RETENTION$ 10000 $ WORKERS COMPENSATION PER 0TH_ AND EMPLOYERS'LIABILITY Y 1 N STATUTE I ER ANY PROPRIETOP./PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N 1 A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ It yes,describe under DESCRIPTION]OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TO To Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE � .4� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ,acoR CERTIFICATE OF LIABILITY INSURANCE r ATE(MM/DD/YYYY) `. 01/08/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND`CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVEIrY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CINT NAMEMEACT Rogers and GrayProcessing FAX N : ROGERS & GRAY INSURANCE AGENCY, INC. PHONENo.AIC. 508 398-7980 A/c No: E-MAIL ADDRESS: mail@rogersgray.com 434 RT. 134 INSURERS AFFORDING COVERAGE NAIC# SOUTH DENNIS MA 02660 INSURER A: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: ROGERS & MARNEY INC INSURERC: INSURER D: P O BOX 310 INSURER E: OSTERVILLE MA 02655 INSURER F COVERAGES CERTIFICATE NUMBER: 22766 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR• /Y POLICYNUMBER MM DDYYY MM DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY o JECT PRO ❑ LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTYDAMAGE $ AUTOS Per acciden $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ OED I I RETENTION$ $ WORKERS COMPENSATION X I STATUTE EORH AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? NIA N/A NIA 6S60UB4977P25216 01/01/2016 01/01/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the, issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensationfiinvestigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable Bldg. Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.Croy,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r ROGERS & MP.RNEY, INC. Subcontractor Workers Compensation Page 1 Insurance Policy Report System Date: 10-13-16 i Vendor Name WC Insurance Co. Policy Period 371 COLONY INSULATION, INC. TRAVELERS INDEMNITY COMPANY OF 08-18-2016 - 08-18-2017 UB-OF89888-16 395 DAVID COX, INC. TRAVELERS INSURANCE COMPANY 07-16-2016 - 07-16-2017 6HUV910X742216 414 JD CUSTOM BUILDING, INC FARM FAMILY CASUALTY INS 09-17-2016 - 09-17-2017 2001W7511 734 GEORGE GRIFFIN NGM INSURANCE COMPANY 02-07-2016 - 02-07-2017 W1F8522Y 826 HARMON PAINTING INC THE HARTFORD 01-04-2016 - 01-04-2017 8S60UBF40521416 1012 R&S LAFLEUR, LLC HARTFORD FIRE INSURANCE 07-09-2016 - 07-09-2017 08SBANX9573 1632 SOUTH SHORE HEATING & COOLING GERLING AMERICA INSURANCE 07-01-2016 - 07-01-2017 EWGCD000093015 1678 SPENCER HALLETT ACADIA INSURANCE 02-22-2016 - 02-22-2017 WCA508470013 r 1 ji • I t GARNOTAMA RAM Town of Barnstable Regulatory Services Richard V.Scull,interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Sftm4 Hyannis,MA 02601 www.town.barnsteble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 t;7co 6 N F. E• 7 T(�- ,as nw•ner of the subject property hereby authorize Rogers and Ma rney Builders to act on my behalf, in all matters relative to work autborized by this building permit application fox: 3 0 Wes+ 64 y TerrAce (Address of Job) TJ77A v 3 -aZ0 l4 ature of Owner Dare Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. - Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 164688 Type: Private Corporation Expiration: 10/30/2017 Tr# 272021 ROGERS AND MARNEY, INC. GARY SOUZA P.O. BOX 310 OSTERVILLE, MA 02655 a �"Update Address and return card.Mark reason for change. SCA 1 0 20rn-05111 � Address Renewal [j Employment [] Lost Card V�B �CCL77L'l7LP?LLU2CLll�6/b/l/KlijCLC/1 LCJCCt1 Office of Consumer Affairs&Business Regulation License or registration valid for individul use only W OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: '164688 Type: Office of Consumer Affairs and Business Regulation xpiration: 10/30/2017 Private Corporation B Park Plaza-Suite 5170 Boston,MA 02116 ROGERS AND MARNEY,INC." GARY SOUZA 445 WEST BARNSTABLE,RD. .�:�_„�`.,,._� OSTERVILLE,MA 02655 Undersecretary Not val' witho signature Print Page Page 1 of 4 Print this page • Owner Information - Map/Block/Lot: 071 /013/- Use Code: 1010 i Owner Map/Block/Lot GIS MAPS SMITH, JOHN F & LYDIA 071 /013/ G Property Address Owner Name as of 10 SEAGATE DRIVE APT 1/1/15 5S 30 WEST BAY TERRACE i NAPLES, FL. 34103-2467 Village: Osterville Co-Owner Name Town Sewer At Address: No GIS Zoning Value: RF-1 • Assessed Values 2016 - Map/Block/Lot: 071 /013/- Use Code: 1010 2016 Appraised Value 2016 Assessed Value Past Comparisons Building $ 1,433,200 $ 1,433,200 Year Total Assessed Value: Value Extra $ 110,100 $ 110,100 2015 - $ 6,015,400 Features: 2014 - $ 6,020,100 2013 - $ 6,024,700 Outbuildings: $ 120,900 $ 120,900 2012 - $ 6,350,700 $ 4,502,400 $ 4,502,400 2011 - $ 6,477,000 Land Value: 2010 - $ 6,994,000 2009 - $ 6,208,900 2008 - $ 6,855,700 2016 Totals $ 6,166,600 $ 6,166,600 2007 - $ 6,855,700 • Tax Information 2016 - Map/Block/Lot: 071 /013/- Use Code: 1010 Taxes C.O.M.M. FD Tax $ 9,804.89 (Residential) Community $ 1,722.33 Preservation Act Tax Town Tax (Residential) 57,411.05 Fiscal Year 2016 TAX RATES HERE 68,938.27 http://www.townofbamstable.us/Assessing/printl 6.asp?ap=0&searchparce1=071013 10/5/2016 Print Page Page 2 of 4 • Sales History -Map/Block/Lot: 071 /013/- Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: SMITH, JOHN F & LYDIA G 1995-09-15 C138318 $1200000 DELOREY, WALTER F TR 1990-03-15 C119976 $2500 DELOREY, WALTER F & MARY E 1977-12-30 C72884 $0 • Photos 071 /013/- Use Code: 1010 • Sketches - Map/Block/Lot: 071 /013/- Use Code: 1010 This=dwelling.corifains.angles and:radiuses;to641fic wectoi_' See,htlildingr01ans"for-detail: As Built Cards:Click card#to view: Card #1 • Constructions Details - Map/Block/Lot: 071 /013/- Use Code: 1010 Building Details Land Building value $ 1,433,200 Bedrooms 5 Bedrooms USE CODE 1010 Replacement $1,610,294 Bathrooms 5 Full-1 Half Lot Size 1.78 Cost (Acres) Model Residential 8 Rooms http://www.townofbamstable.us/Assessing/print l 6.asp?ap=0&searchparcel=071013 10/5/2016 Print Page Page 3 of 4 Total Appraised $ Rooms Value 4,502,400 Style Modern/Contemp Heat Fuel Oil Assessed $Value 4,502,400 Grade Exceptional PI Heat Type Hot Air Year Built 1999 AC Type Central Effective 11 Interior HardwoodCarpet depreciation Floors Stories 2 Stories Interior Plastered Walls Living Area 7,184 Exterior Wood Shingle sq/ft Walls Gross Area sq/ft 12,837 Roof Gable/Hip Structure Roof Cover Wood Shingle • Outbuildings & Extra Features - Map/Block/Lot: 071 /013/- Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value PATI Patio- Average 3977 $ 15,800 $ 15,800 FOP Open Porch-roof- 500 $ 37,300 $ 37,300 ceiling WDCK Wood Decking 600 $ 7,500 $ 7,500 w/railings ELV 1 Elevator-Res- 1 $ 29,700 $ 29,700 Small 3 stop SPL3 Pool Gunite 960 $ 43,600 $ 43,600 GAR Attached Garage 576 $ 37,200 $ 37,200 FPL3 Fireplace 2 story 1 $ 5,900 $ 5,900 DKAV Dock-Ave 1 $ 54,000 $ 54,000 • Sketch Legend Property Sketch Legend 62N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second Story Living Area SPE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story y (Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) http://www.townofbamstable.us/Assessing/print 16.asp?ap=0&searchparcel=071013 10/5/2016 f Print Page Page 4 of 4 FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PIRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in PRT Portico WDK Wood Deck Porch PTO Patio Microsoft VBScript runtime error'800a01a8' Object required: " /Assessing/print16.asp, line 151 ,t http://www.townofbamstable.us/Assessing/print 16.asp?ap=0&searchparce1=071013 10/5/2016 Details Page 1 of 1 Licensee Details Demographic Information Full Name: GARY J SOUZA caner Name: License Address Information City: Osterville State: MA ipcode: 02655 Country: United States License Information License No: CS-102999 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 8/15/2016 Issue Date: Expiration Date: 8/16/2018 License Status: Active Today's Date: 10/17/2016 Secondary License Type: Doing Business As: tatus Change Reason: License Renewal Prere uisite Information No Prerequisite Information l http://elicense.chs.state.ma.us/Verification/Details.aspx?agency_id=1&license_id=29192... 10/17/2016 i a OIL 14 I1I� v} 1..4 sy'f{;r fl"` s�•°+r'+.I I 1 • } �` �`d� J maLU r r' A f >, M1 � Ir` i 1 iie +:E I 7 u / Lai iI t ` TOWN OF BARNSTABLE;BUILDING PERMIT APPLICATION Map Parcel - Permit# __�8769 Health,�rvision .) a� Sa- Date Issued �I Ig'by Conservation Division J, �YApplication Fee Z�Zz� Tax Collector T/�I/0' ' , Permit Fee I•l, Treasurer by BL(eR Planning Dept. EXISTING SEPTIC SYSTEM Date Definitive Plan Approved by Planning Board LIMITED TO.L� t OF BEDROOMS MA) Historic-OKH Preservation/Hyannis Project Street Address � 0 VillageLlP►2 IMAQ�1S2S Owner Address Telephone Permit Request c Wk_ at r e I Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. Dwelling Type: Single Family>C Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Y-No On Old King's Highway: O Yes ❑No Basement Type: O Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric O Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: O Yes O No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing O new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes YNo If yes, site plan review# Current Use Proposed Use �,vv11 �JJ�J�� BUILDER INFORMATION Name (J� (l��'�YA-+-. cc Telephone Number <09 SP 6k 5/ 1 O Address ��V 1 //Ot 14,6 License# 06'c// 7C-� Home Improvement Contractor# 1,3Zi!0/. ►/(�/ _^ Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 44 re-_ FOR OFFICIAL USE ONLY ,PERMIT NO. , DATE ISSUED " _ IAP/PARCEL NO. c' ADDRESS VILLAGE OWNER DATE OF INSPECTION:L f FOUNDATION 1 $ 3 ` FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL r . ` PLUMBING: ROUGH rn FINAL :.GAS: ROUGH r O FINAL ' FINAL BUILDING t!J C � H # s's n ®co i Or DATE CLOSED OUT i f; ASSOCIATION PLAN NO. O r. f i �- 30 � � �Q � � �,� ,, ���� �� � C� �� �°� :� . ���� �� J� ,: �� . . , , . � � PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: 107 REACH DEN , Sheet No: of Project: SMITH Drive & Parking Court Walls Project No: P96-02 Date: 16 July 2004 RETAINING WALL SPECIFICATIONS: 1. Steel - Grade 60 ASTM A615 clean and free from heavy rust - Minimum bar lap distance is 22" for #4, 26" for #5 - Minimum hook lap distance is 12" for #4 & #5 bars 2. Concrete - Footings & Walls - Minimum f'c 3,000 PSI. - Minimum Steel Bar Coverage •is 311, as per ACI. - Maximum Aggregate Size - 3/8"-3/4" BLEND «< - Type lA 5-7% air entrained cement. Noo - Slump Range 2-4" - Strip all forms no sooner than 24 hours Z= - Formed in place footings are not allowed N�o - No concrete shall be placed in standing water Control depths or pump where necessary. RETAINING WALL NOTES & MAIN X-Section (see Dtl. 7/Sht. L-6.0) : a 1. Finish Landscaping - see LANDWORRS Studio, Inc. planset i 2. Backfill - Medium-coarse free draining, non-frost susceptible 3. Seal the pump vault w/ UGL Drylock or Thoro-seal 4. Drainage - Continuous perforated pipe in 110 of stone pack wrapped w/ filter cloth. Provide X-pipes @ 16' o/c to run to clear grade (daylight) at or about EL. 5.0' 5. Parking Court Veneered Face Tall Wall - Bar Schedule Location: Type/Spacing: ACI Mins: Position: ------- -------- -------- ------ ----------- --------- ---------------- FOOTING *'transverse, BOT #5 @ 14" bend = 3" 3" Min from Soil longitudinal 5 ea #5 continuous 2 @ Bottom, 3 @ Top transverse, TOP 45 @ 14" 3" Min in Top Heel WALL *'vertical #5 @ 14" bend = 3" 2" Min from Fill horizontal #4 @ 12" continuous 211+ Min from Fill *'These two bars can be the same piece run from the footing into wall 6. Footing and Wall: ------- -------- Wall: 10" or 16" (w/ ledge) x Required Height Main Footing: Length - 414" Heel w/ 16" Stem - 314" Thick - 110" Toe - 110" Provide 211x 4" key-way in front of the wall bar mat 7. Foundation design assumes soil is a medium-coarse gravely-sand in a medium state. Should substantially different in-situ material be encountered contact the site engineer for further review: d)Z Design Allowable Bearing = 1,850 lb/sq ft MAXIMUM UNBALANCED FILL HEIGHT = 6' 0" qF This is after application of a 1.5 factor of safety agains settling, sliding and floatation due to flooding actions T. VARNUM g P�'rLBROOK .4 WIa-.:;yANICAL H INu 3069 FSSIONAt 16 ut� 0 P82-FRW-7 PMILBROOK ENGINEERING FIELD REPORTMORKSWEET Project No: I bE&m� _ Sheet No: 3_ -of r Project: SMITH Drive & Parking Court Walls Project No: P96-02 Date: 16 July 2004 RETAINING WALL DETAILS (see attached Plan extracts) : L-6.1 1. Shear Dowels; drill face of old wall and install #5 Dtl dowels @ 12" o/c vertically to ties to wall horizontal 2. Pump Vault; provide gravel floor under-drained to the 6O wall relief drainage piping 3. -_= Extend wall/footing lines to the construction break 4. Statememt of Elevations: Set a. Top of Concrete Wall (below cap) = 12.0 ft Match Base Flood Elevation (Zone A14) = 12.0 ft -W� Lines b. Low (toe of step) Grade = 6.0 ft 060 c. Top of Footing = 4.5 ft _ d. Bottom of Footing (subject to water height) = 3.5 ft Dtl 5. Stair X-wall (High End) : a. Wall: 10" x Required Height 9O b. High Wall Footing: Heel - 116" Toe - 110" Thick - 110" w/ 3 ea #5 bars 6. Stair X-wall (Low End) : i a. Wall: 10" Wall (verify height from top of footing) b. Low Wall Footing: Heel = 115" Toe - 017" 2 Thick - 110" w/ 3 ea #5 bars L-6.0 4. Statememt of Elevations: Dtl -a. Top of Concrete Wall (below cap) = 12.0 ft ' Base Flood Elevation (Zone A14) = 12.0 ft 7O b. Low (toe of step) Grade = 6.0 ft c. Top of Footing = 4.5 ft d. Bottom of Footing (subject to water height) = 3.5 ft 7. Drainage - Continuous perforated pipe in 110 of stone pack wrapped w/ filter cloth. Provide X-pipes @ 16' o/c to run to clear grade (daylight) at or about EL. 5.0' S. Recommend thickened edge for pavement.. Drop receiving ledge on wall. Back slope of sub-slab 1:12 to 6" 9. Parking Court Veneered Face Tall Wall - Bar Schedule NOTE - detail drawing is not presently to scale - encorporate dimensions shown to redraw section See #5 Retaining Wall Notes for Sizes & Spacing SK.-1 1. Shear Dowels; drill face of old wall and install #5 Footing dowels @ 12" o/c vertically to ties to wall horizontal 2. Pump Vault; full 12" slab @ main footing depth. Provide gravel floor under-drained to the wall relief drainage 5. Stair X-wall (High End Wall Footing) : Heel - 116" Toe - 110" Thick - 110" w/ 3 ea #5 bars 6. Stair X-wall (Low End Wall Footing) : [feel - 115" Toe - 0171, Thick - 1101, w/ 3 ea #5 bars 9. Parking Court Veneered Face Tall Wall - See Dtl. 7/Sht L-6.0 10. Open sided Veneered Face Stairway Wall - This is basically the same as #9,_ Dtl. 7/Sht L-6.0 except for 3 modifications: a. Main Footing reduces to 314" (minus 1211) b. Heel w/ 16" Stem reduces to 214" (minus 1211) c. Reduce longitudinal bars to 4 ea #5, 2 top & 2 bottom 11. Wall Control Joint. Place as shown somewhere close to the tangent point. Lap the #4 horizontal wall steel and g=ease one end of all laps. Install pre-mfg. construction joint or or install 1" tapered wood grounds on opposing sides inside the wall form. After breaking forms coat joint w/ asphalt i or Thoro-seal coating Philbrook Eng.&Const. 107 Beach Street -� Dennis,MA 02638 WI TIC.-,VMWIELL) Flo S. 10.0005000000000014in Con w/#5 @ 14.in o/c T0� • I • i ' 11 � Lik ® .4 2'-6" VACt1E3 . ' •. �• 3" 1'_0.' 3" #0@0.in @Toe Designer select #5@14.in all horiz.reinf. 1-0 @ Heel k. : 5 S K 4'-a' (-S TV,--,)2 6ro k- �►fl�� Of C� T. 'AR NUPH OR K M G� o MECHAN CAL H No. 0 R SS�ONAL STONE PA ALTERNAT ri�TLbt L1�.1 LOCATION- I HT 3 I _ � I Z .b -1'zY,�TYP nL O t o°0 o00 .. ro < r O O e I 0 a 012,7 ° 00000 °000l°00 000° 0 0°0 0o°o°°IO0oo00000 ° 0 O O o 0 0 4) oa 0 000 00°0 0 00 o o 0 0 °o° o0 °o° 0 0o°00o� 0 o 0 Mill co L-- Ji ' H R lay Tl - II � � I _ 3.� �. + i .III ► �•ua �n. It 1Z _ 3.5' — — — — — -- — — ' — —' STAIR TO LOWER LAWN — SECTION :SCALE: 112' --1' — U, 4 01� PROJECT/TITLE: SMITH RESIDENCE EMENT PUMP"VAULT . 30 West Bay Terrace Oyster Harbors, MA 02655 'TcH 'U>t.l REVISIONS . # DESCRIPTION DATE SEE ELEVATION FOR HANDRAIL.DESIGN _ -'- CONCRETE FOOTING 1 CD UPDATE 6/3/04 1 -Typ STONE STEPS 2 CD UPDATE 6/24/04 ,MORTAR SETTING.BED 1� -- - I Qa a I 4, 4 °. PITCH o.: 1/8"/FT- 000o 000000 ° 0°0°0°0°0° ° I FINISH GRADE 0000 000000° :a. °0000 Q' = 0 0 e o ° ` 6 DRAWING NAME: O 0000 " ° ° ° ° 0° °hr—;�-00 ° 0 `0�. ° 00oa oa . 4,5 STAIR & RAIL DETAILS ° 00OO° ° 0O 0000° ° °0°o - - {11iP74Tt�B -000 AGGREGATE ZE -15r COMPACTED SUBGRADE i� . IE 0000o C" . 1�°o°o ° 01 ° ° 6 fflo ==mmlo°°°0.°0°°°0°0°o • 0000000 0000000 m0 0 0 0 0 0 0 0 PROJECT NAME/NO. SHEET NO. SMITH/0301 03112104 SCALE: Q2004_LANDW0RKS.STUDIO,.INC. AS NOTED `1. � I''f1�Tt.VF- 1.1�JL EXISTING RAILING -RECESSED"L=V'STEP'L'f EXISTING STONE PIER TYPICAL:FOR 5- 4" till PUMP VAULT - IL STAIR _O LOWER LAWN - ELEVATION - 8 SCALE 1./2" = - p„ 4� FACSIMILE COVER PAGE To : Jessalyn Jarest From : Vam Philbrook Sent : 16-Jul-04 at 14:55:18 Pages : 9(including Cover) Subject : SMITH Drive&Parking Court Walls Hello Jessalyn: Sorry for the delay however I have been very lucky to be buried w/work. I try to not get too split up when I am working because I lose track of the details. This job Is relatively simple but I suspect the devil will be in the details. You have a series of pages. #1  are the specifications, construction notes and details for the main 'generic' veneer wall. As much of the site is filled from the past I chose not to step the wall although the overall height CAN be reduced 2'0"at the TANGENT point tranistion to radius from straight line where I want to have a crack control joint installed (see#11 later on). These 2 sheets are stamped and represent the structural aspects of the construction. The rest follow. #1 -Specifications&Construction Notes #2 -Structural wall X-section (see note#5 pg. #1 for the rebar size/location recaps) #3 - Drawing detail notes for sheets#4, #5. These will guide the plan developers work #4a. -#4b. -#4c- Use the match lines to put in perspective. These provide elevation control, related to the floodzone"Statement of Elevations", extent of the lineal footings, X-sections at the top and bottom of the stairs. Note the elevations will put these at the proper points. #5-Open up, This is a detail of the construction notes and structural wall X-section (pg#1 ) that will go on your plans. It is not to scale but the dimensions are accurate. Below the main wall is the X-section of the footing for the open side of the stairwell. Basically, it is 1'0"narrower as it carries less soil and no wheeled loads ' #6- Plan view of the footings. It is hollow to soil in the middle, completely solid beneath the equipment vault. The numbers key back to the various footing/wall notes. The actual numbers on this sheet reflect total footing width and the heel widths (HEEL is the combined amount of fill side footing extension AND the width of the stem (wall)). This sheet also shows a crack control joint at/about the tangent point All this being said#7 on Pg. #5 is key-drainage. We want water(flood or ground)to not be able to create any sort of a hydrostatic head behind the wall. Basically I am calling for a front and rear continuous drainage pipe manifolded through the wall every 16 ft or less. On the exposed face we need to extend at least a pair of pipes to clear grade away from the wall. Usually when working w/the Landscaper these are extended beyond planting and grass panel to small gravel sumps, the end of the pipe receiving 1/4"screen wire or some form of anti-rodent cover, and thence into the underbrush. We can usually disguise them to that they are unseen-sometimes we extend beyond the work limit lines as the water we are controlling is ground or flood water, not drainage run-off. I°will be available most all of next week. Cell 508-364-1301/Office 508-385-8682 Thank you, Vamp 07/27/04 ll146am P. 002 = The Commonwealth-o Massaehusetes -- Department of Industrial Accidents _5 600 Washington Street s Boston,Mass. 02111 Workers'Co tn ensation Insurance davit-General Businesses` name: city CN�z-i(l � ., state, gip; 01 7e21 phone# _�5dfwaft site location, o ,� &A&44E ❑ I am a sole proprietor and have no oce Business es • Retail❑ estaurant/Bar/Eating Establishment working in any capacity. ❑Office 0 Sales including Real Fgaate,Autos etc. ®I am an e—mnlOVCf with eta lO (fiill&Part time). ®Other I am an.employer providing workers'compensation for my employees working on this job. company name: : � �^"` ad dress: phone lnsuratit a to. # 0 ✓O El I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: �otapenv name+ address- city., phone N. urane co PAie # M comoonv name, address: city' phone ik• In ranee co. lie i Faihae to secure coverage as required under Section 251of 4 i.152 pan lead to the impoelttoa of criminal penalties of a fine up to$1,500.00 andlor one yean'imprbonment as wall w elvd penalties in the form ore S'POP WORK ORDER a"a fine of$100.00 a day agaimt ma 1 understand that p copy or this statament may be forwarded to the Ofrwe of Investigations of the DU for coverage verification. Sdo hereby et ri u h As ' e tee$/ pry that the inforneation provi above is true and correct. -, 7 Date 7 G Print nn� N I t�fT D L U d' rl/l. Phone# ro offictal one only de not write In this area to be completed by city or town official city at town: permwHoeme 0 Building Departmcat CILkAmIng [I chock if is maiate response 6 rtgttirod ❑selactmen'Hs Office ❑Health Dapartmat contact persoe phone A; s: i]Other 0-tue sit 20M) 07/27/04 12s0epm P. 002 Town, of Barnstable r o� Regulatory Services } 8 Thomas F.Geller,Director a� Building Division Tom Ferry, ButldingCOMMIssioner 200 Maly street, Hyannis,MA 02601 www.town.b arnstable.ma.us Fax: 508-790-6230 508-867,4038 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property Y� . i ��A JT.�OIJ'I AN �d • . to act on my behalf, hereby authorize ttm relative work auth �all ma orized by this building Pam&application for: Y,2 714 L Date $igna of er , . Print Name ►� • ' ' STUDIO, INC. TRANSMITTAL TO Nick O'Hara FROM lessalyn L.Jarest FIRM O'Hara & Company DATE 07.22.04 ADDRESS 11 Cordaville Road JOB NAME Smith Residence Ashland, MA 01721 JOB NUMBER 0301 PH 508.881.6851 RE Structural Wall Information FX 508.881.8711 VIA Fed Ex MESSAGE Nick, Enclosed you will find the drawings and notes from the structural engineer, Varn Philbrook of Philbrook Engineering. These drawings and notes should help in construction of the drive court walls and stair. Should you need anything further, please don't hesitate to contact me. Thank you. i i 10 Derby Square, 4th Floor, Salem, MA 01970 phone 978 745-7181 fax 978 740-2823 email info®landworks-studio.com Town of Barnstable pF HE TpkM �.� Regulatory Services Thomas F.Getler,Director 1U►xNMM 9� s6g9 p•� Building Division prFD � Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 . -- www.town.barnstable.ma.us _.. Fax: 508-790-6230 0f!iae: 508=862-4038 Property Owner Must Complete anal Sign This Section If Using A Builder * ,as owner of the subject property 0, ( .. .'to act on my behalf,' . hereby authorize in all matters relative to workanthorized bythis building permit application for. d � {Aress of Job) 7 Z o G ate afore of er . Print Name `;:+ ale -�omvnxauuea�i o�,/Gtaooac!l ,ta " r, BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Numbe s.CS;, 064766 BirthdW T05/42/19.62 � 4 Ezpi�res?05/12�2006 Tr.no: 24953 :• 1, J RestjriCted ,00_; KEVIN A CONWW\k\ L 4 MARTIN ST W ROXBURY, MA 0213Vl• "-' Commissio6er i Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvemen;EContractor Registration = Registration: 132601 Type: Private Corporation Expiration: 3/8/2005 O'HARA & COMPANY, LTD. NICHOLAS O'HARA 11 CORDAVILLE ROAD = 1 ASHLAND, MA 01721 - = Update Address and return card.Mark reason for change. ��TT pp ❑ Address ❑ Renewal ❑ Employment Lost Card ✓�ie i�omvrreonusea�,� o�'./�aaoac�auaeCla --- 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: Board of Building Regulations and Standards - Registration: .132601 One Ashburton Place Rm 1301 Expiration:. 318/2005 Boston,Ma.02108 'Type:.Private Corporation O'HARA&COMPANY;LTD. NICHOLAS O'HARA- 11 CORDAVILLE ROAD , ASHLAND,MA 01721 Administrator Not valid without signature �fE Town of Barnstable •' •rH °; Regulatory.Services g saxr Ass.— ' Thomas F.Geiler,Director EcMA�k � Building Division Tom ferry,Building Commissioner ' 200 Main Street, Hyannis,MA 02601 , Office: 508-862-4038 Fax: 508-790-6230 Permit no. . Data AFMAYIT ' HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MQL 0.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, •iroprovensent,removal,demolition,or construction of an addition.to any pre-existing owner-occupied t4ding containing at least one but not more than four dwelling units or to structures which are adjacent to • such residsaca or building be done by registered contractors,with certain exceptions,along with other requirements, ` Estimated Cost • Type of Wo P rk' Can�2-P.� (� �iIA�-�vsa ' Address of Work: � 'll �c P �� t1NL t�P�fdl'11� . 'M4 Owner's Name: l _ ct ► . Date of Application:!/2 7 O I hereby certify that: Registration is not required for the following reason(s): []Work excluded bylaw []Job Under S 1,000 ' (]Building not owner-occupied ' []Owner pulling own permit Notice is hereby giYen that: • OyMRS PULLING TSEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FORAPPLICAB„DE HOME 312ROYEMENT WORKD0 NOT HAVE ACCESS TO THE ARBITRATION PRO GRAM OR GUARANTY Y=UNDER MGL c.142A. SIGNBD UNDBRPBNALTIMS OF PERRY Ihereby apply for apermit as the agept of the owner: ate Contractor Name Re4isfration No. OR Owner's Name 1 j Z_ 14i 3'—I" / MEWANICA! 'VAULT s . i z.. � s a + W 6.50 8C S 50 TC 7.00 8 4 � �� 1 ` I 1•� . . 1+t + 8.5D g / + , 10.50 `1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel tl)1.3 Permit# Health Division Date Issue 1/ ;;24 S�' nn O Conservation Division Fee Tax Collector Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board _ Q AA Historic;;OKH Preservation/Hyannis Project Street Address 3 6 W s5 tr rz1,LC_ Village 0,1,f11e-ru`(!� " Owner Th h S�u r�'� Address sHa�c Telephone Permit Request pe IA d S &mll ouse- I Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Estimated Project Cost LIL Zoning District Flood Plain Groundwater Overlay 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 in zy,/ Historic House: ❑Yes O<o On Old King's Highway: ❑Yes O-fdo Basement Type: ❑Full 0-6rrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded El Commercial ❑Yes ❑1�lo If yes,site plan review# Current Use 4e A-t S 6 ra-Q-.e— Proposed Use BUILDER INFORMATION • Name A 2 N TAu ACC 1 Telephone Number -.o \ Address 51 jr— License# G S o 0 6 / a���0o— � � Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _ �E1u r�r ✓t"e,�. SIGNATU DATE _ �iZ • FOR OFFICIAL USE ONLY F PERMIT NO. �. DATE ISSUED ' MAP/PARCEL NO. + ` ADDRESS VILLAGE - OWNER _ DATE OF INSPECTION: i -• FOUNDATION ' FRAME INSULATION ' FIREPLACE - ELECTRICAL: ROUGH FINAL p PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN NO. ' f ROGERS & MARNEY, INC. fUILOtM OFFICE LOCATRO IN: P.O, sox 310 ROMAR BUILDING OSTERVILLt, MASSACHUSETTO 02655 - ... . .,WEST 6ARNSTA8LE ROAD (SOS) 420.6106 OBTERVILL6'; MA66. 02655 December 7, 1998 Francisco Tavares, Inc. 69 Old Meeting House Road P.O. Box 399 East Falmouth, Ma 02536 Re: Smith Property 30 West Bay Terrace Dear Shirley, At your request, I am verifying that there is no water service mid has never been any water service associated with the Boat House at the above address. We had COMM Water Dept. install a new water service into the residence at this address in 1997 but it is more than 80 feet away from the building you intend to demolish. If there are any questions,please do not hesitate to contact me. Sincerely, Gary John ouza /gjs Commonwealth Electric Company CO2421'Cranberry Highway MBectric 'Wareham, Massachusetts 02571 Telephone(508) 291-0950 Reply to: 484 Willow St. -Hyannis, MA 02601 December-3, 108 To: Shirley Mabry Re: Removal of Service & Meter 3 West Bay Terrace, bsterville To Whom It May Concern: Please be advised that the electric service from Pole 1,07/2 has been removed from the above referenced property. There.is no electricity at this address at this time. Sincerely, Mrs. Linda Roderick Chief Customer Service Representative Ref: WR # 178086 I DEC-I.Jj-1'�'�W F'.iJ1. So. tjrynE:'.e Pulp COLONIAL �D. Y""anrtc,uth, MA 02664 I.800•.)4$-ROOD c A s c o M P .A N Y Fax:508. 94-2564 December 3 , 1998 Shirley Mabry Francisco Tavares fax 508-457--9717 re : 30 West Bay Terrace - Oyster Harbors To Whom It May Conc.e:rn , This letter is to confirm that there are no under- ground natural gas facilities eo the above reference property . This was confirmed by our representative . Sincerely , ayne Starck 3 � 7 ���u ST - � � . .: �. The Commonwealth of Massachusetts • :— -- Department of Industrial Accidents Office 01/firestiff8doos 600 Washington Street - Boston,Mass. 02111 -- Workers' Com ensation Insurance Affidavit name: -5- i v /AyAl2 G' a v 7—/4 i/lf t2 L S location: city _ �+ 1 ohone# ❑ I am a homeowner performing all work.myself. ❑ I am a sole%/ etor and have no one workia in capacity %/%%%%%% %%%%%%%%%%%%/%%%/%%///O.D/ Q'I am an employer xx providing workers' compensation for•my employees_worlang,on this job.: :: ::_:::::::::::::::.::::::::::::: :: ................::::::::::. : <.:..:........:...........:....:....:::..:..:.. .................. ::........................::.::::. :: :.:..:.............. ..........................................:.......... f_..a ::::.::::::.:::::.::::.:.:: ::..... .... .: . .:::.:. .. ...............::: :.: -.. ..-. . ...........:::.:. .::::::::::......:..:.. :!:tiii i:v::i: •...v`,i s:::::.i:'::ti;<:::?:ii:::?:::'::':v?:it4ii:i;:;:i::::::::::::::>:i:::tiev::::i'r:::i:::::::::':4:::iiii:isii:ii}i}ii:v;ii?:::}:-'ivj::j:::{:!:ij:j:3i'i?}}i?ii?ii:'iii?:ii:?}}iii?:::i:<:}:<:j:'!:::j::::i?i;?::iii:..........•?:.....:.......?::. .......... .. .. ....:.:...: ... .............:..............................::::::::::.:::::::::::..:::...:.............:..::::::.:::::.::::.:::::::.:::::::::.:.......:.:.:.............:..::::.::::::.:....:.........:..::: itt��t'esS':< :•}: :.: : ./ •� :. .:.: :.......... ::::.:::.::::::: ::::::: ..:: :: :::::::::::::. ::::: :: .:. ,..:::::::.:..:::::: ::::.::::::.:::::::: •• ::•:.::• .....:..:.:: vhone#.................. ...... .. ..............,..i #""z�::::<:»<::::>:: :Y.4:!bi iS i:4i>i iiiii'i<:f•>:isi::isi:!::>::::>?>'?}>:?:<:::>:'»i>.i. '....:::::::::::>:::i::':::i::isti:is6:•::::i::::::>?:.........:......:ii.:s>:ti;4?:: ,':::;'} 6 ::6 ?.•:?:?':i::i:::....:.::!:»iii::::'•i: ..................................... ........................................................................................................................................ ............ .. ::•t:::::ii:::<;}i::J::^}isv:}:isjj:i::?i::jf:}„i:;;isjvj;isY::}>:::i:<`n:t:::i:::::::j'::i::::':'::{:'::::{:;:iiii;:>''::iiT:ice::::::iy}::::::::i iiii:<:ji;:iy,:;;:;:},yiivii}isii:?::i'}:'::'::::`.::":::::::::::::::..iiy ::::; .. ....... :.:::::::: .: :::: : ::: ._:.::::::::::::::::::: ::: ::::: : , .fix .:: ::. :. .. ............ ansurance'co,::.: .....D. J ..r ,:.:::.:....L`.r.. . _ .... ........... oli .#. . ... ................... ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors'listed below who have the following work ' compe workers' stio n polices: x,::•�. .... xx ::><:>::>:;:;;:<:>::>»::::><::::>::>:::':<:::<::::<:»>:::<:::::::>:<:::::<:> mmyanv " .:.. ><> » ?;:.?......... . ........................................................................................................... .... ...!: :<one:#' < <<««>`< <` :>«><'`>>? <<>':.....-. ;. ). .<{W..A.S ::::::::.�:.�::::::::::.;•}}:is}i::::.:::.:v.:..:•m.�::: m.�:.: .... ..... ................................................................................:::.:........................................... ::.:::::'.:::.v.::::::::.:::::..:.:..::•.t•}}:4:iJ::::•i:J:}.v:.i}::}:}Y.•:iWA)rOJY.O.-......n!nv J: hanrance::ca::i::i::;<:;:::;<.:;i•:.:<::«:>::::<:::i::::ii::::>::i:<:i::i::i>:>;:>:::i:!:i:>:::ii::«i:<::>.:::><::::::i::>::i;<;:.;'.?:.;<:;!.;::.?:<•?:<;.?:.?:.?:.:<•:•:::<.?:.:.?:.?:.?:.:. Oil :........./,O cdmvsav name:............:............ :. ................................................. .......:...:::•:::::..:.::::.:.::::•::.::...::.....:.:.........:::..::.:.:................::.:.:..........:::..::........ Jn ..,. .......... «:,•. •::i.s�v:;:}:i:}u::«::TJ:CA:•}v}a:i:i..:•l.•..}'...X:C...<...J..:c..r:.•..}O...:.•.:i....)...::.!..:.J......:v.•:,.v:.:?:.:::^.::.::•..::J..:..)...}.r.:...::..i:..i:..i:..:<•..:•+.i..<.Y.i..«..i.:4v..:::•}::)}::i::.:v:.i:v�:<::.?'::::.:.:.:.:.:.:...:.�.:.:::::::::::.:;::;Uvy:::•:::...r::<•}}}':.�::.}:_::::::::.�::: . ;: �:•:.:.!.:.?.:v.`.•v.:..:i..i•.::i.:}:.}.:i.:}.:.}.:.:.:i.:'::.i.:'>.w:.i.i.:':.:<.:!.:^.::.:;:.:i.:<.:y.::.:!.Jw.}.i.:}:.?.:?.:}.::.:«:.v.:i..:'.:).:.:�..i.:�.i:..Y:.:..:.: � : w }: .!:i.::.:«.:.:J.::..v;.w:.}...U:.:.'.:.!n.•}.w.v.....v:..:.« ..<.•:.•Y:.•:} F: I :..<.wZ..I.<.<.'..: .: Fannie to secure coverage as required under Section R of MGL 152 can lead to the fmposidon of criminal penalties of a Ste up to S1,500.00 and/or one years'Imprisonment as well as civS penalties in the form of a STOP WORK ORDER and a Sne of$100.00 a day against me. I understand a Copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage veriflcation. I do hereby cerd a pains and of perjury that the information provided above is&w and correct Signature Date /d ��2'�' Phone Ic-�/�6 r// Print name # official use only do not write in this area to be completed by city or town official city or town: permitNcense# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's OSlce _ ❑Health Department contact person: phone#; ❑Other (levied 9J95 PJfa Information and Instructions - Massachusetts General Laws chapter 152 section 25 requires all emplovrs to provide workers' compensation for emplovees. As quoted from the "law", an employee is defined as every person in the service of another under anv cc=—:- 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 ed in a joint enterprise. and including the le representatives of a deceased emplover, or the rec:rver . u:e foregoing engaged j rP � p -a=of an individual , partnership, association or other legal entity, empioving 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 —u— o"v%innre nn.ennc to(in maintenance , construction or repair work on such dwelling house or on the grounds 0: 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 renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contrac^..nc authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the Flaw"or if ou are required to obtain a workers' compensation policy, please call the Deparmrent at the munber listed below. City or Towns Please be sure that the affitdavYi:is ctrntipl�u:a gal t=:l 1dgiL1�-. '?fie D'eparunerit has p ovi.ded a spate;at the ba l=s 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 permiuUcease number which will be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other anangemc=have bees made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please •:o not hesitate to give us a call. The Depry-aaeat's address,telephone and fax mrrnber: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of investlpatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat 406, 409 or 375 r r, R ,* 310 CMR 10.99 Form DEOE File No. SE3-2975 tNE>0 (To be provided by DEOE) City.Town Barnstable _ = Commonwealth — - of Massachusetts >; NARx11TAn = Applicant Smith .� YAB& A t639• �!P Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 TOWN OF BARNSTABLE ORDINANCES, ARTICLE XXVII From Barnstable Conservation' Commission 9 To John F. Smith ) cams (Name of Applicant) (Name of property owner) 1660•Apple Lane Bloomfield Hills, MI 48302 Address Address Map Number 71 Parcel Number 13 This Order is issued and delivered as follows: 0 by hand delivery to applicant or representative on (date) J0 by certified mail. return receipt requested on Tune 1 `199F (date) This project is located at 30 West Bay Terrace, Oyster Harbors, Osterville The property is recorded at the Registry of Deeds in Barnstable Book Page 119,976 Certificate(if registered) i The Notice of Intent for this project was filed on nPr 1, 1 Aar (date) The public hearing was closed on May 14, 1996 (date) Findings The - Barnstable Conservati on� commiGG,an has reviewed,the above-referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the Commission at this time,the Commission has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): _ ❑ Public water supply El Flood control ❑ Land containing shellfish ❑ Private water supply 20"Storm damage prevention ❑ Fisheries ❑ Ground water supply 0?"'Prevention of pollution 2""'Protection of wildlife habitat Total Fling Fee Submitted $886.00 State Share $430.50 City/Town Share $455.50 Vh-fee in excess of S25) Total Refund Due S City/Town Portion S State Portion S ARTICLE 27 Only: (1/2 total) (1/2 total) ❑ Public Trust Rights ❑ Agriculture Q "'Erosion Control ❑ Aquaculture ❑ Recreational ❑ Historic [.Aesthetic Effective 11/10/89 5.1 Therefore, the Barnstable conservation- commission hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect these interests checked above. The Commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. General Conditions: 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this order. 2. This order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this order unless either of the following apply: ' a) The work is a maintenance dredging project as provided for in the Act; or b) The time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance and both that date and the special circumstances; warranting the extended time period are set forth in this. Order. 5. This order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the order. 6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, :refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final order has been recorded in the Registry of Deeds or the Land Court for the Paget .v district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final order shall also be noted in the Registry's Grantor index under the name of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the Commission on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number SE3-2975 " 10. where the Department of Environmental Protection is requested to make a determination and to issue a Superseding order, the conservation Commission-' shall be.a. party to all agency proceedings and hearings before the Department. 11. Upon completion of the work described herein, the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plans and special conditions. I. r SE3-2975---Smith Approved Plans= June 7, 1996 Revised Site Plan by Peter Sullivan,PE June 6, 1996 Revised Landscaping Plan by A.Abrahmson,RLA Special Conditions of Approval:. 1. General Conditions 1-12 on the preceding page are binding,and demand both your attention and compliance. 2. Within one month of receipt of this Order of Conditions and prior to the.commencement of any work approved herein,General Condition number 8(preceding page)shall be complied with. 3. The applicant shall pay for their legal advertisement as invoiced. 4. All buffer zone restoration indicated in the landscaping plan shall be carried out. 5. The pool management plan shall be fully implemented with a combination of ozone injection and a non-chlorine system. Chlorine shall not be used. Drawdown water shall not be shunted toward the marsh. 6. No existing trees(with the exception of the Kousa dogwood which shall be relocated,and the driveway oak)shall be removed or damaged in the course of the project. 7. The work limit shown on the approved plan shall be strictly observed. 8. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer prior to the start of work. 9. Prior to the start of work,staked haybales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 10. All areas disturbed during construction shall be revegetated immediately following completion of work at the site: No areas shall be left unvegetated or unmulched for more than 30 days. 11. Upon completion of the foundation for the house,pool,and retaining walls,project surveyor/engineer shall provide in writing to the commission verification of the proper siting of the foundation(s),and of the location and condition of the sediment controls deployed at the site. 12. All proposed lawn areas shall be underlain with a minimum of 6 inches of organic loam. 13. This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system. 14. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 15. The driveway shall be constructed of pervious material. 16. Construction shall conform to the requirements of the State Building Code, the Town of Barnstable Zoning By-law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner. /y • 17. It is the responsibility of the applicant, owner and/or successor(s)to ensure that all conditions of this Order are complied with. The project engineer and contractors are to be provided with a copy of this Order and referenced documents before the commencement of construction. The foregoing condition shall not be construed to exempt project contractors from responsibility for any work performed in deviation with provisions of the.Order of Conditions or with the detail of the plans of record. 18. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 19. At the completion of work,or by the expiration of the present permit,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Where a project has been completed in accordance with plans stamped by a registered professional engineer, architect, landscape architect or land surveyor, a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation, if any, exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. Y Issued By Barnstable Conservation Commission S s) Lai This Order must be signed by a majority of the Conservation Commission. on this �� day of �Y� _ 19 , before me personally appeared . to me known to be the person described in and who executed foregoing instrument and acknowledged that Wshe executed the same as his(her free act and deed. MY t OMMISSION EXPIRES SEPT.27,2002 Notary Public My commission expires The applicant.the owner.any person aggrieved by this Order.any owner of land abutting the land upon which the proposed work is to be done or any ten residents of the city or town in which such land is located are hereby notified of their right to request the Department of Environmental Quality Engineering to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Department within ten days from the date of issuance of this Order.A copy of the request shall at the aams time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. Detach on Dotted Line and Submit to the Issuer of this Order Prior to Commencement of Work. Ti Barnstable Conservation Commission(Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT zn Woa+ sav merrace osterville nu. NUMBER SE3-2975 , HAS BEEN RECORDED AT THE REGISTRY OF Deeds ON(DATE) If recorded land. the instrument number which identifies this transaction Is If registered land. the document number which identifies this transaction is r Signed Applicant l � I -- I I_I �":il.=����-!•fir,;. -�.! ! I I I ! I I CWdtt PAW i~a ! F ���'�a38Tl�:�V�S .�'dBtrL3hi�91i1il�sl0�� 1�R:.C�1��') F ADVISED'fi ' pop,nW- PROJECT A USEN RECORDED 'V'� THE' ER needs I: ''7ti�v'�lv�ii���+B9 tit@ %�''b�4t+4i�,�:�915� ,�•.,�:,,.,�,.,..�..a..s...�,-.��^'"�.-"`. If Vila&�.�R'38�Fb��.�` �'IZr�`.�{ � .�.�.._..,mmaeu..eas�:nx.ws�»a...:.«o.,�...c.•.+a..+.+..+.sr�^ ' yf "t{r'b, ' i i I i I T!THL P.01 J :ems =t- The Common wealth of 111assacli usetfs 'Department of lndustrialAccidents ��:_• •.:_�� � Off�ceolloyesOgalinns 600 M shington Street ti,•.. Boston,Mass. 02111 Workers' Compensation Insurance Affidavit lLlilrc: Wcation- city C] I am a homeowner performin;all work thyself. ❑ I.am a sole proprietor and have no one working to any capacity ® I am an employer providinrg7 workers'compensation for my crnplovees working;on this job. SattlDanv nArne., OVrG�ZS �T �y Jr:'pt '. .lt jC SitY BS'1�,t2�11'i.u.�c ./� �,�,�A, 11 �/ Iton •a• !n�►�nce t0: SAS U%'r�' u�!c�,�' 1•' jLtoIlcY ® I am a sole proprietor general eontracto or homeowner(clrc:le one)and have hir:d the contractors listed below who have the following workers' wi-ripensatiun polices: r.�mstanv namr. �Q'2.,Ly.1. /'�1��A N�.� • �l.�C hi�ne.li �12 J2 1 insyrsriceto.' FAr2M1'UAu. M•JIU�-L—.. . policyN ��'C' �'0 2-(o^0 . fi�i4Yi3�� "dnn�t3l�?� ��,�`"$a Lptnpanv name: 1�� LID auk, PLIJIM. 6'1QQ -C - (Ae4n . . bM f 9ddi-ens• ... city.. Z51 tay 11.t��G% n}iotie'tt• 4 7-8 C QebGa insurancec � N. �1�1 (' :.�.{til.S., � �7.�•00 �i.� 1 EA. . Failure to secure coverage as required under Section 25A of MG1.152 can lead to the imposition nl criminal penalties of a fine up to 51,500.00 and one yenrs'impritglituenl as»•clI a3 civil pcnaltiet iu the furor of a STOP WORK ORDER and a tine of 500.00 a day against nte. Iantkntand thni a copy of 063 ctrtcment in AY be forwardal to the orrice of Iavestizatinas ofthe i)iA rnr coverngc vcrific3tion. I do!lucky certify Larder nce pains and penaltl' erjary fiat fie infurmatiotr provided above is true and correct. q . Signature Date Print numc ��`� Out �a>OUZA PhcnclE �2 8 (9 k0(n nfficial use only du not write Ut this arcs to be contpicted by city or Iowa umcit,l city or rowu, pertuiUliccnac N MOuiDOcpartmentl,itQ chtck if lmmedlate rchponsc is rtquircdOScltOHcacontact ptrson: pbnat p; nOth ' (revicat 1191 p1A) •. ..0�x j.;{ .: ;17✓1' e�i t r.� ''i�-*.,•.T,.Tj�Y7 x. :f.., H.. ^t 73it�• S, �fi�\�Y`.''YH+w-:i!n e.. "ti rq ,r. 7Y"' �rtui.�' Zn mum . 1 �yY.• .:t r'�. :+ki�isl':&�.fL 3�ir �+�+.4srht I am a sale proprietor, eneral eontracto or homeowner(elmle one)and havc hired the contractors listed below who have the following workers' compensation polices: rqM121DnY nntne i �V 11D -Q47p adrrss 1 Co d insSraric co. �1• �� .::. . pQlicv7l :U')C 1.•..,,"�IS � [JI't•�1 �Itt(19nY R'imC 1 J�•-"�\S �•�"^ � '. . La city! WTU 17 btiDrie'f! 42 V , 1 in�u�Zne_e c0 cS,LW .'P op' S(-• DrSV:Oc�-""(`{..... ool y ti . -W5 •��::'DA s1C. �ii.FCi:2'�y'��'OF::L;�i7iy K:i..� <I�.r a . . �Y ,. •.. _ •Y•v-, ..�,r�.���95�Y^r�L,�•• �:Q���'+�il' `1��.tla.''$.+p.�..fii I ant a sole proprietor,gcneral eontrac o or homeowner(cln:le one) and have hired the contractors listed below who have the following workers' compensation polices: 6s 2M nY nllllc J O}t;� ' �C p iC�OClC '(�L hurl►J CT" alulu p O tPjO�( (p�b g-. . •. itlY �J1 ��vV(Lcti 'V\4N' i �4.0 ��I��,n�ttlWU.r�Bnie e�C��Dyyq•'�7•��pp���yy.,'I t�'7H tG.�L }/ 1,N•�.':'.C...J ac:••CJ .' •Yf UtiCV II'• '© \ JO l:7 —1 S>`1022L1 U.F C1�1J ST+2�uCrt.t Or.�.. cih ��l C..��V�C'�'� 'C•� •bhane'Ih � (� 5529 in9ur�ncecq y e••.r;.t;,y,�,..��. �•h,t :��. ' �J• .f ,'�• �'. ... .Y� 'y' M G 'Ji •••� Y'L4CYfNYrJfrC.IXa..^VLi3}A` fe3lf•.tC.v:"xsrl.rL'4.`` ::ti.:L. r u. I am a sole proprietor,(^eneral con rac or homeowntr(cirele one) and have hired the contractors listed below who have the following workers compensation polices: m Dn c ��1y V 1 GOX ��?J15Cr2.u1•�� • , . ... .. � •bhbnc.N' � IS ?J•4'��1 lr1lUr9nce CD �w1"J l C�{L.f�•i '��..TtC11+�`�_'y�:,.. . •' 'DOIiCY ll''• "Vy� V•��"1 -Vv 1 uLti i2nY namr eSo `{aeJ-1 '. >aheri�'� I boo (044 Ca o3 P.C. u. ..�52�YA. off. inAurlIl�c0• L� .. [!b tc�l1 .. f d.1 'Dlic'f1�t('ad'f . ? iy: cfSA'*n .:,}�;rf♦/ tr" hiit �i3 . . Z ant a sole proprietor• gene al contractor r homeowner(eln:le one)and have hired the contractors listed below who have the following workers' s . o ices: ttt_mpanY name A COLON �1 o� �/� ///J aaslre� 3.) 741 e City l ly/HOC y� �•i c/Ga(I�JJ �i,onc N .lO � `'�dfJ—. J I -/ �InpanY n�mc Al(INAO�-3 77 cih• �/�":"'"'� C/�t�i�C� ���� Cit.JC1�-� •nlierie•K �./�(� `��� �•ui i CD inS`u.r��n/�cryryeQ}��Q..��{7.(!����ML �����"7�7J�•./��f:l�•/V���olic�tl' •(i��--E)•�i`UL:J ��J •' ' ��t�.. .. �wi'�z"�,'�,'�'rr".�i�i�'1•�"Q,.,". ..5�. ; 7 1,�"e8 ]X %c . . '1�:5.�m$:Y�3Y am a sule propriel ,general contractor Cat t omeowner(elm-le one)and have hired the contractors listed below who have the following workers comp !on po Ices: ytttllQanY name bACLCA QLV!M►3I KI iA�urarice eo. ./O�• '/J���7�� "': ��•• 'policy 11••tiCl(�: ��n�� t'��. . u/1tll)9nY R'1mC �I�H��./'I�LJl1 \ HV•r-s,l.'C�y /�(�� )W r OCS�6 r?lieti�i! �✓ -�-I� -t�/l in9ursnce� >7 /tnaie����'.. ...,, `'�'i;�i�a'�3'�°r���'�:��i�r1•�: ,. � .�. ,:,: ; . . . :�tctNrmt�u (9�-I am a sole proprietor general contractor,or homeowner(can le one)and have hired the contractors listed below who have the following workers' compensa !on polices: 1 30 /� tn�Ur9nce co -� DOI(� 7%�" policy 1� �/ LU(1� n cpm innY name. 9ddrrcJ Ci 22 �S in9MEA C( b¢r..•-r•+.•nQy� _mac• ..r..i' .cam__..... , 1.'.il,,..rn ........................._ _.a«..ate_.__.._ • C r - T7, RTME T)OF PUBLIC SAFETY COMMONWEALTH .� HBORTON PLACE i Sa O F - ONE MASSACHUSETTS �5ECAUTION .%:E � - �EXPIRATION DATE SB.:.L GFORPROTECTION AGAINSTIVE DATE LIC-NO. THEFT, PUT RIGHT•-THUMB RESTRICTIONS PRINT IN APPROPRIATE L.J v)�=%01/.19 9 4 061979 k: BOX ON LICENSE:`''' {1] GRf2Y ``J SOLiZ'f� ;;:` BLASTING OPERATORS 83 t*ii?R I VEE: :.C.I.R!CLk;::: r� _.'.:MUST INCLUDE PHOTO:_ s ;`- . SS; it 024 44 4454 1 COTUIT MAx. 0�+✓�,� at < Y Rd/�/ife � �' PHOTo(BLASTING OPR ONLY) FEE. =� -•-•` '��•.`�,:. .. ._. l NOT vALtD urrti' SIGNED ev LICENSEE ANO OFFICWlr N _ - L HEIGHT c e STAMPED oR SIGNATURE OFTHEC �w DMMISS ONEA ; � �Or/ f� �i.. •�/- lK ^rwf! 1. L, of ib/LDS` s -� SIGN NAME W FULL ABOVE SIGNATURE LINE- T THIS-DOCUMENT MUST BE, "'' ,s''' (rr - -SIGNA OF NSEE ,': CARRIEDON THEPERSON OFF o� 'a"�, ..�. - s - '•tY+S' �' r� %THE HOLDER WHEN'EN- • .`-GADI GEN THISOCCUPATIONii OTHERS•RIGM THUMB PRINT _ ,T,• ��_. _ �� f 7.I .r ,� a ? HOME IMPROVEMENT CONTRACTORS REGISTRATION Boar..d of- Building -Regulations--and Standards------ - - - - One Ashburton Place — Room -1301 _ Boston , _Massachusetts 02108 . . HOME IMPROVEMENT CONTRACTOR 1 Registration 100134. Expiration 06/09/98 — -- "-�------'' `--'--- Type — PRIVATE CORPORATION 67' E � Regi-sItration 100134 ROGERS & MARNEY , INC . k Type -. PRIVATE CORPORATION Charles D . Rogers a Expiration, . 06/09/98 PO Box 310 Osterville MA 02655 R0GER5 & MARNEY, INC.. Charles O.-Rogers ,Box.310. -7' `��VSterville NA 0.2655 ADMINISTRATOR j i y .s PUEAS E • �ZC.V��r-� 1 tJ T . • Fp,2't� CAM�N G- � (30�c jvS� -ta St . • if I C Engineering Dept. (3rd floor) Map I Parcel 3 rmit# q • House# O Date Issued J 7 L? 60 Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) S9 2 e /00 .a� Conservation Office(4th floor)(8:30-9:30/1:00-2:00) 24 , 1; Planning Dept.(1st floor/School Admin. Bldg.) Definitive Plan Approved bX Planning Board 19 USiA AL ANCE TOWN OF BARNSTABI: esj M Building Permit Application Project Street Address \V,=57 TetZQACt� Village 0ST=12\)I LL 5L.00M IrLO Owner i��R • i KMZS . ACK SNP►T N Address 1 (0(a O L.AWl: , M� Telephone F0 I J Permit Request Co}J SZ RV CT A 1swco-e FAM I U,4 QA2rc �X lS-1.��Cr STIZUGTy�(Lrc — 51+�G�c CAM.t L.y D`�l£,L.L.tNCT' First Floor O<> square feet Second Floor -::5500 square feet Construction Type \�/C�©t> F 2AMe OtJ '00'teo CA►JCQ_�-I-rc FO`1 N bA'lt O►J Estimated Project Cost $ 00co, O o o Zoning District R P- 1 Flood Plain 5tf, 1?L01 PtA►.l Water Protection NO Lot Size I • -1 S AC V—a S Grandfathered (L5 Yes ❑No Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) Age of Existing Structure '9j1 " t Historic House ❑Yes If No On Old King's Highway ❑Yes M No Basement Type: ❑Full W Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) C VA�V. L. Number of Baths: Full: Existing dlr New Half: Existing 1 New 1 No. of Bedrooms: Existing_& New Jr'' Total Room Count(not including baths): Existing I ( New 15 First Floor Room Count -7 Heat Type and Fuel: ❑Gas )J Oil ❑Electric ❑Other Central Air 0 Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes Od No Garage: ❑Detached(size) Other Detached Structures: 99 Pool(size) 38 x 18 084 • W Attached(size) (ood 10 ❑Barn(size) ❑None ❑Shed(size) 50M PoWSE A Other(size) C—k►SZW(r —CSEf �.TTAtk1{cb1) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes I&No If yes, site plan review# Current Use Proposed Use Builder Information Name (20c�+2S Iy\AYzW" `N C Telephone Number �D I Olo Address P.Q. e0A 31 D License# O CQ 1 Q-1 q 4�S `YI✓S'1 P5AV J S14V:�. V-D Home Improvement Contractor# I 00 13 4- ds'( Vllrl Worker's Compensation# \\/Ca5 -la$ O03 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO y.Arz ar 1 c \4-4 n001 la LAN PtLL s SIGNATURE DATE `7 • 3► • 9 6 BUILDING PERMIT DENI D 6 THE FOLLO NG REASON(S) <, .� ., _ .. .. .. ,.a�� � . ., I 9' .. � � � � . . ��._., d f � � _ �� _ r_' _ r 1' � � . � � � . Town of Barnstable Planning Department Staff Report John F. and Lydia G. Smith Appeal No. 96-144: Appeal Action by Administrative Official Appeal No. 96-145: Variance Pursuant to Section 3-1.3(5) Bulk Regulations Appeal No. 96-146: Appeal Action by Administrative Official Appeal No. 96=147: Variance Pursuant to Section 5-3.2(3)to allow a caretaker's apartment Date: November 14, 1996 To: Zoning Board of Appeals From: Robert P. Schernig, Director Art Traczyk Principal Planner Laura Harbottle, Associate Planner Applicant: John F. and Lydia G. Smith Property Address: 30 West Bay Terrace,Osterville Assessor's Map/Parcel Map 71, Parcel 13 Area 1.78 acres Zoning: RF Residential F Zoning District-1 Groundwater Overlay: AP Aquifer Protection District Appeal No.96-144: Appeal Action by Administrative Official; Appeal No. 96-145: Variance Pursuant to Section 3-1.3(5) Bulk Regulations; Appeal No.96-146: Appeal Action by Administrative Official; Appeal No.96-147: Variance Pursuant to Section 5-3.2(3)to allow a caretaker's apartment. For All: Filed October 16; 1996 Public Hearing, November 20, 1996 Decision Due January 28, 1997 Background: The property that is the subject of the applicant's four requests is shown on Assessor's Map 71 as Parcel 13 and is commonly addressed as 30 West Bay Terrace, Osterville, MA in a RF-1 Residential F-1 Zoning District. It is a, 1.78 acre parcel although from the Assessor's Map it appears that between 30 and 40 % of this area is wetland. The lot is improved with a 480 sq. ft. boathouse (proposed to be removed) and the foundation and first floor framing for a 6,800 sq. ft. house. The applicants, John F. and Lydia G. Smith, have petitioned the Zoning Board of Appeals for zoning relief to allow a caretaker's apartment with a kitchen over the garage, and for relief from Section 3-1.3(5) Bulk Regulations maximum height and number of stories to allow the completion of the portion of the attic above the second floor to construct an observatory with a deck. The Building Commissioner has verbally notified the applicant that no work may be performed that would create habitable space above the second story or to install a kitchen in the apartment above the garage. Staff Review/Recommendation: The house in question is in an area of similarly large homes,a number of them with living space above the second .floor:There are many waterfront lots of similar size in Osterville and Cotuit which will probably have large homes built or where existing houses could be greatly enlarged as the market for such homes continues. In the RF Residential,F Zoning District-1 Zoning District there is a maximum height allowed of 30' or 2 1/2 stories, whichever is lesser. The Smith residence is situated directly on the salt marsh, and will be very visible from the water. Based on.the West Elevation by Doreve, Nicholaeff Architects, this building measures 30' from the ground to the plate, but the enclosed observatory areas are a third story under the Building Code. The Local Comprehensive Plan has encouraged scaling heights of buildings from the waterfront back wherever possible to avoid large structures which generally obstruct public views from land or water. As a compromise between allowing third story buildings,many of which will be on the water, and prohibiting them and interfering with petitioner's enjoyment of their property; it is recommended that this third level be approved with access only from an external stairway, which will not constitute a third story. r - Appeal No. 1996- 144 Smith f The applicants are also seeking approval of a caretaker's apartment on the property. Many homes in this area of this size are likely to have caretakers on the property. In recognition of this need, the Planning Board has proposed a zoning amendment to authorize"estate apartments"which is currently under review by the Town Council. This proposal appears to meet most of the requirements of this amendment, with the exception that the acre of the lot is less than twice the minimum lot size, which will be required. This amendment requires estate apartments to be clearly a subordinate use to the principal single-family dwelling and have a gross floor area no greater than 50% of the gross floor area of the principal single family dwelling, or 1,000 sq. ft, which ever is less., �. The proposed apartment meets these requirements. Because of the proximity to wetlands, gravel should be used for driveways and parking areas, and the septic system ideally should be located as far from the waterfront as possible. Variance: In consideration for the Variance, the applicant must substantiate those conditions unique to this lot that justify the granting of the relief being sought. Zoning Relief Requested: For Appeals No. 1996-144 and 1996-146. it is recommended that the decisions of the Building Commissioner be upheld. These decisions to stop work to create a habitable third story and prevent what would be a second dwelling unit on the lot, do not appear-to conflict with the zoning ordinance in any way. For Appeal No. 1996-145, if the Board finds to grant the Variance, they may wish to consider the following conditions: 1. The structures are to be built in accordance with the Roof Plan (A3) and West Elevation (A4) by Doreve, Nicholaeff Architects and dated June 21, 1996 submitted with the application to the Zoning Board of Appeals, "except that_areas'above the second story•shall be"accessible by a wraparound staircase with no access permitted from within the structure,. na d shall.-otherwise not be constructed so as to constitute habitable space? 2. The.height-of.the building will not exceed 2 and 1/2 stones as it is currently_configured. 3. The petitioner will reduce impervious surface area on the locus, and the driveway and parking areas should be constructed of gravel or other pervious material. 4. All drainage will be contained on site, in a manner acceptable to the Town of Barnstable Engineering Division. 5. The applicant shall comply with all requirements of the Conservation Commission and any requirements of the Board of Health. For Appeal No. 1996-147, if the Board finds to grant the Variance, they may wish to consider the following conditions: 1. In addition to the principal single family dwelling, the estate apartment shall be the only other dwelling unit on the property. 2. The estate apartment shall be constructed according to plans submitted with the application and shall-be.no_: 0arger=than 850 sq:.ft., 3. Before receipt of a Building Permit for the Estate Apartment, and subsequently on an annual basis in the month of January, the owner shall file an affidavit with the Building Commissioner stating that the occupant of the estate apartment is employed by the owner as a caretaker, housekeeper, nurse, cook, nanny or other similar estate employee, on a year round basis. If the affidavit is not filed as required, the use shall be considered null and void and the Building Inspector shall notify the owner that the estate apartment shall be removed forthwith. 4. Rental of the estate apartment, including seasonal rental, is expressly prohibited. 5. Both the estate apartment and the single family residential dwelling shall be retained in the same ownership and the lot shall not be subsequently divided, unless all lots thus created meet all the dimensional and area requirements of the zoning district, without-variance from the Zoning Board of Appeals. Attachments: Applications Assessor Map Plan Reduction •� copies: Applicant/Petitioner Building Commissioner TOWN OF BARNSTABLE � 1! " 7 - Zoning Board of. Appeals - - Application for Other Powers Date Received' " •7 (2 P `"'J For office use only Town Clerk Office IC Appeal # j Hearin ` , - Oti1�+�- s IQrr g Date I�,.J. �.c. 19Ct1c _ �� Decision Due The undersigned hereby applies to the Zoning Board of Appeals for the reasons indicated: Applicant Name: John F. Smith and Lydia G. Smith Phone Applicant Address: 1660 Apple Lane, Bloomfield Bills, MI 48302 Property Location: 30 West Bay Terrace, Osterville This is a request. for: [ ] Enforcement Action [ ] Appeal of Administrative Officials Decision [ ] Repetitive Petitions [ Appeal from the Zoning Administrator [ ] Other General Powers —Please specify: Please Provide the Following Information (as applicable): Property Owner: John F. Smith and Lydia G. Smith Phone Address of Owner: 1660 Apple Lane, Bloomfield Hills, MI 48302 If applicant differs from owner, state nature of interest: Assessors Map/Parcel Number Map 71 Parcel 13 Zoning District Residence F-1 Groundwater Overlay District Which 'Section(s) of the Zoning ordinance and/or of MGL Chapter 40A are you appealing to the Zoning Board of Appeals? 3-1.3 FF-1 Residence subsection 5 makimum height Existing Level of Development of the Property - Number of Buildings: 1 Present Use(s) : Boat house 20'x24' (to be Gross Floor Area: 480 sq. ft. removed L Application for Other powers Nature Description of Request:quest: Petitioner wishes to finish a portion ofthe . attic area to provide an observatory with deck. 1 i Attached separate sheet If needed. Is the property located in an Historic of itrict? Yes [] No P] Zf yes ME use only: Plan Review Number Date Approved Is the building a designated Historic Landmark? Yes (] No [X] Zf yes Historic Preservation Department use Only: Date Approved Has a building permit been applied for? Yes No [] Has the Building Inspector refused a permit? Yes E] No ( ] Has the- property been before Site Plan Review? Yes [] No For Building Department Use only: Not Required - Single Family [] Site Plan Review Number .Date Approved Signature: The following. information must be submitted with the application at the time of filing, failure to supply this may result in a denial of your request: Three (3) copies of the completed application form, each with original signatures. Three (3) copies of all attachments as may be required for standing before the Board and for clear understanding of your appeal. The applicant may submit any additional supporting documents to assist the Board in making its determinat'on. John F. Smith nd Lydia G. Smith Signature: By: Date: Oct.. Q , 1996 r App ant' or gAgent iTiqnature: Agents Address: 886 Main St. , P. 0. Box 449 phone: ('508) 428-8594 Osterville, MA 02655 Fax No. (508). 420-3162. TOWN OF BARNSTAWX7 s Zoning:-Board-of-Aonea3a Applicant.. oPetition for:'a Variance Date Received _ For Of 'ce s nl Town Clerk-office CC I 6 Appeal # /y i G Hearing Date � Decision Due The undersigned hereby applies ' o the zoning Board of Appeals for a variance f_ the Zoning ordinance, in the manner and for the reasons hereinafter set forth: Petitioner Name: John F. Smith and Lydia G. Smith , Phone Petitioner Address: 1660 Apple Lane, Bloomfield Hills, MI 48302 Property Location: 30 West Bay Terrace, Osterville Property Owner: John F. Smith and Lydia G. Smith , Phone Address of Owner: 166.0 Apple Lane, Bloomfield Hills, MI 48302 If petitioner differs from owner, state nature of interest: Numbet. of Years owned: 6 months Assessor's.Map/Parcel Number: Map 71 Parcel 13 Zoning- District: -Residence F-1 Groundwater overlay District: Variance Requested: 3-1.3a-1 Residence subsection 5 maximum height Cite section & Title of the Zoning Ordinance Description of Variance Requested: Petitioner seeks variance to allow completion of portion of attic above second floor to construct observatory with deck. Description of the Reason and/or Need for the Variance: Property is located withi flood plain and consists of 1.7 plus acres. Only a small portion is buildable due to Conservation requirements and shape. Topography and soil conditions require con- struction upwards althou b building. com lies with erall height requirements to plat Discription of Construction Actiity (ir app�ica�Vle) : Petitioner seeks to build a single family dwelling substantially as shown on attache plan. . Existing Level of Development of the Property - Number of Buildings: 1 Present use(s)': Boat house 20'x24' Gross Floor Area: 480 sq.ft to be removed) Proposed Gross Floor Area .to be Added: 6,800 sq. ft. , Altered: Is this property subject to any other relief (Variance or Special Permit) from the Zoning Board of Appeals? Yes [ ] No If Yes, please list appeal numbers or applicants name TOWN OF H,ARKSTAHt,E •• ,�.f T'�,=- _--� . Zoning Hoard of Appeals �J Apylication for Other Powers —. h rp n ti Date Received U z: '�� '; For offce__u'se�only: '` Town Clerk office Appeal # IC)C1 ' i4 6 Hearing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for the reasons indicated: Applicant Name: John F. Smith and Lydia G. Smith , Phone Applicant Address: 1660 Apple Lane Bloomfield Hills, MI 48302 Property Location: 30 West Bay Terrace, Osterville This is a request for: . [ J Enforcement Action [ J Appeal of Administrative Officials Decision [ J Repetitive Petitions Gd Appeal from the Zoning Administrator [ ] other General Powers - 'Please Specify: Please Provide the. Following Information (as applicable): Property owner: John F. Smith and Lydia G. Smith Phone Address of owner: 1660 Apple Lane, Bloomfield Hills, MI 48302 If applicant differs from owner, state nature of interest: Assessor's Map/Parcel Number Map 71 Parcel 13 Zoning District Residence F-1 Groundwater overlay District Which section(s) of. the Zoning ordinance and/or of. MGL Chapter 40A are you appealing to the Zoning Board .of Appeals? .3-1.4 (2) Accessory Uses Existing Level of Development of the Property - Number of Buildings: 1 Present Use(s) : Boat house 20'x24' Gross Floor Area: 480 sq. ft. (to be removed) Application for Other Powers Nature & Description of Request: Petitioner applied for and obtained a permit to construct a single-family residence of approximately 6,800 sq. ft. with an apartment consisting of a bedroom, bathroom, living room and deck and kitchen area over garage. .Building Commissioner has ruled that kitchen unit may not be, added. Area is intended for caretaker's cottage and under no circumstances to be rented separately. It is petitioner's contention that caretaker's apartment over the garage is a use customaril- incidental to properties ot this design, is clearly subordinate to the dwelling on the same lot as .the residence it serves and is there-Attached separate sheet if needed. fore an accessary use under section 4-1.1 of the Barnstable Zoning Ordinances. Is the .property located. in an Historic District? Yes [] No (�] If yes 0R8 Use only: Plan Review Number Date Approved Is the building a designated Historic Landmark? Yes [] No �] If yes Historic Preservation Department Use Only: Date Approved Has a building permit been applied for? Yes ( No ( ] Has the Building Inspector refused a permit? Yes No H Has the property been before Site Plan Review? Yes [] No f] For Building Department Use only: Not Required - Single Family [] Site Plan Review Number Date Approved Signature: The following information must 'be submitted with the application at the time of . filing, failure to supply this may result in a denial of your request: Three.. (3) copies of the completed application form, each with original signatures. Three (3) copies' cf all attachments as may be required for standing be c fore the Hoard and for clear understanding of your appeal. ' The applicant may submit any additional supporting. documents to assist the: Board in making its determination. .John signature: B : Date: Oct.�� 1996 er App cant,'or gent, Sgnatnre: ,Agent,s Address: 886 Main St. , P. O. .Box 449 Phone: (508) 428-8594 . Osterville; MA 02655 -3162 Fax No. (508) 420 TOWN OF SAMSTABLE Zoning Board of Appeals U AvaLicationryto Petition for a Variance Date Received For- Office use Town Clerk office Appeal # �' I`)`1 "ILi� VAT Hearing ite" °��;,`;.._a.�, ►el°,h =PJ Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Variance from the Zoning Ordinance, in the manner"and for the reasons hereinafter set forth: Petitioner Name: John F. Smith and Lydia G. Smith , Phone Petitioner Address: 1660 Apple Lane, Bloomfield Hills, MI 48302 Property Location: 30 West Bay Terrace, Osterville Property Owner: John F. Smith & Lydia G. Smith , Phone Address of owner: 1660 Apple Lane, Bloomfield Hills, MI 48302 If petitioner differs from owner, state nature of interest: Number of Years owned: 6 months Assessor's_Map/Parcel Number: Map 71 Parcel 13 Zoning District: Residence F-1 Groundwater overlay District: Variance Requested: 3-1 4 (2) Accessory Uses Cite section & Title of the Zoning Ordinance Description of Variance Requested: Petitioner seeks a variance under Section 5-3.2 (3) to allow an apartment on the S rond flnnr raver the garage with kitrhen fnr caretaker for employment of the owner of the premises. Description of the Reason and/or Need for the Variance: Property is somewhat isolated and of a size and value that requires full time domestic help but although use is accessory to the main use it is deemed to be not allowed under the zoning by-laws Discription of Construction Activity (if applicable) : Installation of kitchen in area over garage for occupancy and use of caretaker. Existing Level of Development of the Property .- .Number of Buildings: 1 Present Use(s) : Boat storage 20'x24' Gross Floor Area: 480 sq.ft. (to be removed) Proposed Gross Floor Area to be Added: '6,800 sq.ft.. , Altered: Is this property subject to any other relief (Variance or special Permit) from the Zoning Board of Appeals? Yes [ ] No. 5C] If Yes, please list appeal numbers or applicant's name ZONING IDISTRICT CODE 'SP-DISTS.I DATE PRINTED I CLASS PCS I NBHD KEY O LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS r LandBv/Dale' Size Dimension Y UNIT ADJ'D.UNIT ACRES/UNITS VALUE Dexription DELOREY. PALTER' F -TRS MAP- , CO, FF-De b/Arras., LOC./YR.SPEC.CLASS ADJ. COND. P PRICE PRICE 11L A N D 1 ! 600.900 CARDS IN ACCOUp'. 15 1Y.ATERFNT'1i X. 1 =10 100 80 749999.9 `599999.9 . 1.00 600000 #BLDGIS)-CARD-1 1 214.400 01 OF 01 . A 16 IYETLAND :.ls X �7 =10 114 . 1000.0 1140.0 .78 900 MOTHER FEATURE 1 24v500 N MPL° 30 Y'BAY •TERRACE OST MARKET 7483,. D. BATHS.4':0 • U X A= 100 21700.0 21700.0 1.00- 21700 8 MDL LOT'1D INCOME FIREPLACE U X A= 100 4800.0 4800.0 2.00 9600 B ORR 1883:0125 USE A FIREPLACE U X A= 100 4800.0 4800.0 140. 4800,8 OCL22 APPRAISED:VALU' D D RD1 BT DOCK. S X 197 A= 80 1.0 23.0 350 8100 F A '839.8,: A• u' RG3 GAR ILOF S 24 X 28 19.86 A= 9.3 16.9 24.3.0 672 16400 F PARCEL SUMMAR T S AND 60091, A T SLOGS 2144!• M 0-IMPS 245":. TOTAL 83981' F E CNST .E N - DEED REFERENC Tye DATE q,eOfab PRIOR' YEAR VAI' A. T Beek Pape Irol. MO. Vr.p Sales Price AND 60091.I T S C119976 1 I03/90 a 25D0 LOGS 23891' U C72884 :00/00 OTAL 83981: R .E AND ADJUST. 1: BUILDING PERMIT S Number Ogle Typo' Anmunt CONDITION. LAND LAND-ADJ INC ME SE SP-BLDS FEATURE OLD-ADDS UNITS GAR 1002 1/8• 600900 2450 36100. 826137 3/84 OD 12000 Celt I' TOIeI Ve�ear Buill Norm. Obsv. Class Units Unils Base Rate Adj.Rate A9 7 119 Ape' Oepr. CpnG. CND. Loc. %R.O. Repo.Cost New Adj.Repo.Value Sloriea Haight Rooms Rms Balba •Fi.. PYty-all Fec. 01A+ 000 120 120 93.60 112.32 38 70 24 74 10O 74 289758 214400 2.-0 8 4 4.0 15.0 Description Rate Square Feat Repo.Cesl MKT.INDEX: 1.DO IMP.BY/DATE: / SCALE: 1/00.44 ELEMENTS CODE CONSTRUCTION DETAIL S BAS' 100 112.32 5-16 64696 GROSS AREA SINGLE FAMILY: DWELLING CNST GP:00 T ISO 100 112.32 462 51892 *--15--* STYLE - - 100LD_STYLE- 0. R FOP 35 39.31 24 943 10LYD 10 DESIGN ADJMT 04DESIGN ADJUST------2_0. U G14 60 61.39 504 33965 *--------36------*--15--*36------* XTER.YALLS O1 OOD fRA(IE______ 0. FSF 90 101.09 150 15164. * ISO ! **-11-*--15-* EATIAC TYPE O40IL 6. T LGO 85' 8.50 150 1275 +---21---*6-* . 16 BASE : 10 FSF. ! INTER.FINISH.. 01 ALL80AR0 0. u FSF 90 101.09 464 46906 ! G14 4 6 ! ! 18 I NYC R.LATb fir_ fiG00D --- 6. R 820 60 67.39 576 38817 ! FOP*-13-*-------36-----*X INfi ft_:QUACTY_: 02SANE A: EXTER. 0. A 24 24 6 ! _LOOK STRUCT 01Y0OD JOIS_T______ 0.0 D Y! ! *"14-*--15-* EFLa69 20VER 01HAR6Y006 0' Twat Areas Aus_ 174:Ba,q- 1652 ! ! ODF-TYPE___ _02GABCE=Y6bD __SH____Q. E 7 F r� BUILDING DIMENSIONS ! ! L�C-T RIc-kc 01 bERAGr 0. T SAS Y36 1S8 Y13 N06 FOP Y06 G14 *---21---* F0ur16ATT0a 02C61ofCRETE BLOCK V9. Y21 . S24. E21 N24 FOP SO4 E06 -------------- - --- ---------------------- N04 ISO Y27•NO6 EO4 N04 E36 -----NEIf980R O06 73GA OPST-rIf-RARObR L S16 .. BAS NI6. FSF N10 E15 S10 LAND TOTAL' .MARKET Y15 LYD E15 N10 Y15 S10 PARCEL 600900 839800 BAS E36 S06 FSF E11 N01 E15 S18 AREA 840000 Y15 NO1 Y14 NO6 FSF E03 N10 .. VARIANCE +0 +0 SAS S10 .. STANDARD 25 I 'is 156 - � I I ra - I ' 5 " LID 42 oil /f' l UOAC I 43 ru \ At. 1 11 12 r11 I1_ \ ins \ \ fA1R \ 15-2 1149 \ rlso 11_g rus \ MAC \ 15.3 rlsl. i I 1 St 1•8 1SS 1.fsu 15.1 No IA AC 11.7 ruf . D K/PIER 1AI If 11-6 rfo \ - QD = Planning Department .10/21/96 Appeal No. l�tgb — 14b F_ s MEMORANDUM Re: John F. and Lydia G. Smith - Appeal No. 96-144 - Appeal Action by Administrative Official - Appeal No. 96-145 - Variance pursuant to Section 3-1.3(5) Bulk Regulations Appeal No. 96-144 - Appeal Action of Administrative Official The premises are located in a Residence F-1 District under the provisions of Section 3-1.3(5) of the Zoning Bylaws. Subsection 5, Bulk Regulations, limits the height of buildings in the area to 30 feet or 2 '/2 stories, whichever is the lesser. The proposed house, which has been permitted, is 30 feet to the plate. Section 7 of the bylaw defines building height as the vertical distance from the ground level to the plate. In this case that distance is 30 feet, as permitted by the bylaw. A building permit has issued and construction is underway on the entire structure including the cupola or dormer which is the subject of this petition. The sole request of your petitioners is to be allowed to place a glass enclosure around the periphery of the existing permitted roof as shown on the plans filed herewith and complete the interior,of the resulting enclosed area as a habitable area. There will be no increase in the height or change in facade except a currently open area would be glassed in. The question, therefore, before the Board is does the mere enclosure of this area, without any increase in height of the structure, cause a violation of the bulk regulations. Clearly, the structure complies with the 30 feet to the plate. The Commissioner has taken the view that there is no such thing as a'/z story and, therefore, anything other than two stories is three. Your petitioners claim that this disposition is unjustified. Section 7 defines story as, "That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above and having at least one-half('/2)its height above'grade." There is no definition of story. It is your petitioner's claim that the mere fact that there is no definition of/2 story does not mean that there is no such thing as a '/2 story. It must have been contemplated and the bylaw must be interpreted to provide that a '/2 story could be constructed. The fact that a story is defined as having at least '/2 of its height above grade does not mean that any area that does not have more than '/2 of its height above grade is a '/2 story, it is just not a story, like a cellar. There is no reason whatsoever in the bylaw to allow the shell but disallow the completion of the interior. Whether or not the interior is completed will have Ii L _ - absolutely no affect on the visual appearance of the building or it affect on the neighborhood. It is submitted, therefore, that if there is no definition of 2 '/2 stories, then we must rely on the one definition that does exits, 30 feet from the plate and, therefore, this addition should be allowed as a matter of right. There is no provision in the bylaw which would justify a building permit for a structure and then restricting the completion of a portion of the area included within the structure. Because there is no definition of a '/2 story there is still no justification for forbidding habitable space in any area above two stories. A more logical interpretation of the bylaw would be to allow habitable space in any area that complies with the 30 foot height limitation. If the town is unsatisfied with that, then the problem could be solved by changing the bylaw or adding further definitions. Appeal No. 96-145 - Variance pursuant to Section 3-1.3(5) Bulk Regulations If the Board is not willing to overrule the Building Commissioner, then your petitioners request a variance to allow the enclosure of this existing permitted structure so as to allow enjoyment of the area. Because of the topography and soil conditions existent on the site, the Conservation Commission has severely limited.construction on the house and required the new structure to be located as at present and severely limited the use of decks or other areas which would take advantage of the view affordable from the premises. A view of the area will show that there are numerous structures on Oyster Harbors in the area of this property and on surrounding similar areas of similar height and construction. To deny your petitioners the right to enclose the permitted area would deny them the right to enjoy their property in the same manner as their neighbors because the topography and soil conditions of the premises otherwise prevent them from taking advantage of the view from the premises. To allow the addition of the glass enclosed area would in no way derogate from the intent of the zoning bylaw or be detrimental to the neighborhood. i MEMORANDUM Re: John F. and Lydia G. Smith - Appeal No. 96-144 - Appeal Action by Administrative Official - Appeal No. 96-145 - Variance pursuant to Section 3-1.3(5) Bulk Regulations Appeal No. 96-144 - Appeal Action of Administrative Official The premises are located in a Residence F-1 District under the provisions of Section 3-1.3(5) of the Zoning Bylaws. Subsection 5, Bulk Regulations, limits the height of buildings in the area to 30 feet or 2 '/s stories, whichever is`the lesser. The proposed house, which has been permitted, is 30 feet to the plate. Section 7 of the bylaw defines building height as the vertical distance from the ground level to the plate. In this case that distance is 30 feet, as permitted by the bylaw. A building permit has issued and construction is underway on the entire structure including the cupola or dormer which is the subject of this petition. The sole request of your petitioners is to be allowed to place a glass enclosure around the periphery of the existing permitted roof as shown on the plans filed herewith and complete the interior of the resulting enclosed area as a habitable area. There will be no increase in the height or change in facade except a currently open area would be glassed in. The question, therefore, before the Board is does the mere enclosure of this area, without any increase in height of the structure; cause a violation of the bulk regulations. Clearly, the structure complies with the 30 feet to the plate. The Commissioner has taken the view that there is no such thing as a'/z story and, therefore, anything other than two stories is three. Your petitioners claim that this disposition is unjustified. Section 7 defines story as, "That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above and having at least one-half('/2)its height above grade." There is no definition of story. It is your petitioner's claim that the mere fact that there is no definition of/z story does not mean that there is no such thing as a'/z story. It must have been contemplated and the bylaw must be interpreted to provide that a '/2 story could be constructed. The fact that a story is defined as having at least 'h of its height above grade does not mean that any area that does not have more than '/z of its height above grade is a '/z story, it is just not a story, like a cellar. There is no reason whatsoever in the bylaw to allow the shell but disallow the completion of the interior. Whether or not the interior is completed will have absolutely no affect on the visual 'appearance of the building or it affect on the neighborhood. It is submitted, therefore, that if there is no definition of 2 '/2 stories, then we must rely on the one definition that does exits, 30 feet from the plate and, therefore, this addition should be allowed as a matter of right. There is no provision in the bylaw which would justify a building permit for a structure and then restricting the completion of a portion of the area included within the structure. Because there is no definition of a '/z story there is still no justification for forbidding habitable space in any area above two stories. A more logical interpretation of the bylaw would be to allow habitable space in any area that complies with the 30 foot height limitation. If the town is unsatisfied with that, then the problem could be solved by changing the bylaw or adding further definitions. Appeal No. 96-145 - Variance pursuant to Section 3-1.3(5) Bulk Regulations If the Board is not willing to overrule the Building Commissioner, then your petitioners request a variance to allow the enclosure of this existing permitted structure so as to allow enjoyment of the area. Because of the topography and soil conditions existent on the site, the Conservation Commission has severely limited 'construction on the house and required the new structure to be located as at present and severely limited the use of decks or other areas which would take advantage of the view affordable from the premises. A view of the area will show that there are numerous structures on Oyster Harbors in the area of this property and on surrounding similar areas of similar height and construction. To deny your petitioners the right to enclose the permitted area would deny them the right to enjoy their property in the same manner as their neighbors because the topography and soil conditions of the premises':otherwise prevent them from taking advantage of the view from the premises. To allow the addition of the glass enclosed area would in no way derogate from the intent of the zoning bylaw or be detrimental to the neighborhood. 7/ 13 NIf4. Assessor's Office(1st floor) Map Parcel 13 &Permit# flvd 4 Conservation Office(4th floor)(8:30-9:30/1:00-2:00) 1 , 2�? Date Issued / 2 Board of Health(3rd floor)(8:15 -9:30/1:00-4:45)G�_ �! e ,5 i Engineering Dept. (3rd floor) House# .30 PIA Planning Dept.(1st floor/School Admin. Bldg.) , SEpTtC _ ST BE Definitive Plan Approved by Planning Board 19 LIANCE5 3 TAX TOWN OF BARNSTABLOWRONMEE uLCODE ND Building Permit Application TOWN R Pro' ct Stree Address 30 U.)es� R n,, r , )EY &r#'.j b` G e 1,53 SQ—DI Village Oske z-" e. gb3 e Owner -1 �.�C�►G'� �v�.�c E-� Address 166o Apple- Lu, _ All con ulA* M i Telephone sr)a 42 6— 61,06 Permit Request `o e cs V1., 0 e t I'SlZmd G u n 4-c- 12001 go jo t C 201 X 391 First Floor square feet Second Floor square feet Estimated Project Cost $ PZ COO. Qo Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential r Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Qg\Aex CwL4,,Aa", Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name R my rs an a Pw .n c- Telephone Number Address aX 310 License# C2 -- e erx); e_ WA a. n;> 6!�s Home Improvement Contractor# 106/3:1 Worker's Compensation# We {" 798003 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T C! 1 ?e c0 . SIGNATURE L DATE l q BUILDING PE M T DENIED O W��"ON(S 'C. FOR OFFICIAL USE ONLY PF,RMIT NO. t , DATE ISSUED f J ' MAP/PARCEL NO. • I ADDRESS VILLAGE , 1 OWNER - i•dA- • � 5 •1 a DATE OF INSPECTION: f ! FOUNDATION f t. FRAME'' , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t J C " PLUMBING: .',l RWMI Al FINAL _ y t GAS: t Q FINAL FINAL BUILDING t" a 7 DATE CLOSED OUTS M A ASSOCIATION PLAN . mn A .� Tltc• CUntl7ll!/!H•C0I1�1 Uf?I tassachave is fill 'j•.�lir DepP arinu'nt of Industrial Accidents Of e.9Vf1MW99mOas 60ll f�iixlii1r17uaStrcct Bunion.Mu3s. 02111 Workers, Compensation Insurance Affidavit •--r�• ---••--- Please i'RINTTc tbly• . . . a. AR[tis•+ni tnrormation ••• � cat ❑ 1 am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity ❑ 1 am an emplover providing wori:ers' compensation for my employees working on this job. m Address- MI., phone ft intsurnnce co nniin•# w� [a-t'am a sole proprieto general contracto or homeowner(circle one)and have hired the contractors listed below wr the following workers' compensanon polices: rev n L r address: in? k« phone#• 42 T- &i ab wc-cis 79 8003 Comnin% name F(`�L�n�iSr r� �C�QVo�c'eS C- r � to C".4 ��n k VA a phone#* Ste) 8 - n A/1 n U9t0610• 02..4� in�unnecco �ra OJ�,�� ����,v-,a,ncz '' neiiev# :Attach additlonsi'shiii iftieeessa ' Failure to secure co erige as requ�ired under Section ZSA of A1GL 152 can Ind to the imposition of criminal peaaltiea of a Ilse rep to 51300.tl0 c unc%•ears'imprisonment as-.veil as civil peusitics in the form of a STOP WORK ORDER and a tote ofS100.00 a day against me. 1 understand copy of this statement mad•be forwarded to the Orrice of lavestigatiotts of the DU for coverage veritieation. I do hercbr certify under the pains and penalties of pe iuq that the infom mion pmided above is true and corrrrt Signature 'i 57 Date U � Print name one# S'2�8—'4'20 — (2104, ofiiciai.use oniv do not write in this area to be completed by city or town otlteial cin•or town: permittlicense# rigWidla;Department Cucensing Board ❑check if immediate response is required OSdeetmen's 01nce (31iesitb Department phooe#: mother- contact person• Information and Instructions , Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation fc employees. As quoted from the "taw an emplityce is defined as ever),person in the service of another under al contract of hire, express or implied, oral or written. An c mplurer is defined as an individual, partnership, association. corporation or other legal entity. or any two or the fore_oitt�; enLa_cd in a joint enterprise, and inc}uding the legal represcntati�•cs of a deceased employer, or tlt. receiver or trustee of an individual , partnership, association or other legal entity, employing employees. Howev owner of a dweilinL house having not more than three apartments and who resides therein, or the occupant of tht dwcllin house of another who employs persons to do maintenance, construction or repair wort: on such dwelIin or on.the arounds or building appurtenant thereto shall not because of such employment be deemed to be an emp MGL chapter 152 section 25 also states that every state or local licensing agencp shall withhold the issuance t renewal of a license or permit to operate a business or to construct buildings in the commonwealth for anv 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 anv contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this char been presented to the contracting authority. • .. r�`;�' •• f..: - • .y... •ti: • .J,.: �.• ..�t'e:i�s7.'�4.=:7�a".'r_•a y rw�.�. Applicants Please `111 in the workers' compensation affidavit completely, by checking the box that applies to your situation supplying-company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to 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 regL to obtain a workers' compensation policy, please call the Department at the number listed below. - .. .. .. +�Ar:�: .1�_. •. .'..�.tY'x�Mi•�•-��.••(�I+•I":1i.� :iwt�.w��--rc''t'f,. ... ice... City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the botto: the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be return 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 ques 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 r• office of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 stable . The Town of Barn' P Department of Health.Safety and Environmental Services Budding Division 367 Main Street,HYaaais MA 02601 Uph Cross= Off= 5os-790-6227 BWldinzcm= F= 50s-775-3344 For ace use only permit ncL Dau AFFIDAVIT HOME WROVEMENT CONTRACTOR LAW SUppLEMENT TO PERMM APPLICATION c�ion,alterations:renovation.��won'conversion, MGL c. 142A requires that the"rzconscm ed improvement..remcnal, demolition. or construction of an addition wWch are adjac= buildingconmining at least one but not more than four dwelling units or to cestaia tics along with other to such residence or building be done by registered contractors. with rcquiI==tS' o� Type of Want: Fit. Cost �S. coo. Address of Work' ,?O e� Owner.Name: nL l 4 Date of Permit Application: I hereby certify that: Registration is not required for the following rrason(s): Work ccciuded by law Job under SLOOD Building not owner-ooa:pied � pwnit m �go Notice is hers by gh-en that: . CONTRACTORS OWNERS PULIING THER OWN PERMIT OR DEALING Do NUNRF_a�CON A OME RS FOR APPLICABLE HOME II UARAN y F UNDER MGL c 142A ARBITRATION PROGRAM OR GUA.1tANn FUND SIGNED UNDER PENALTIES OF PERIi1RY I hereby apply for a permit as the agent of the owner: a e No. Date Contra= OR ' -•- -�------- - ---._.-' - _ --�'..�. _ ;: fir:_ _ '-_":J �—�---- -�---'�"--a�'�••� . COMMONWEALTH DEPARTMENr OF PUBLIC SAFETY OF ONE ASHBORTON PLACE 5 i •. p 3 S MASSACHUSETTS a BOSTON,MA 02108 I I CENS 'CAUTION i EXPIRATION DATE ' 11J8i•.l(a/_1997 COtgSTR", OhF'1=fdv i`�L7`t FOR PROTECTION AGAINST EFFECTIVE DATE, LIC NO: THEFT, PUT RIGHT--THUMB:;' RESTRICTIONS PRINT IN APPROPRIATE .7�2l01/ 1994 Ob19 1) : .. UJ BOX ON LICENSE::° ` GAEZY J SOU ZA BLASTING OPERATORS a � , �1�4 44 4454 183: 1*1AR INER :C I RCt-I- MUST INCLUDE PHOTO COT_Ll IT t*iA .�I'_6i�r � y i PHOTO(BLASTING OPR ONLY) FEE - .r x"' 's•j` �.fa-,il!�yf0��io�ai�f NOT VALID UrlT1L SIGNED BY LICENSEE AND OFFICIALLY-�dGy �~�t + ' - STAMPED OR SIGNATURE OF COMMISSIONER fJod�Is - HEIGHTa�ts < kTHE tf _ IUD .B<� 51 SIGN NAME IN FULL ABOVE SIGNATURE LINE-. e - t - THIS DOCUMENT MUST BE ? ,,,� SIGNATU OF EI•ISEE r. � r< ram. s � CARRIEDONTFIEPERSON OFt L.s,. ""a 4A Q� ,. i THE HOLDER WHEY ENu `•f�_ �I� _ ':F.:� ' ` _ } OTHERS RIGFRTHUMB PRIM GPGEDINTHISOCCUP,ATIONi 1�•. '1 k 5 r ,� � +fir,. •� �' i•� ,w+ _ - ,.. �''. . A. HOME IMPROVEMENT CONTRACTORS REGISTRATION .Board of Building Regulations and Standards c One Ashburton Place — Room 1301 Boston , .Massachusetts 02108 . .HOME IMPROVEMENT CONTRACTOR _ Registration 100134. Expiration 06/09/98 Type — PRIVATE CORPORATION 077kEeYWOWNf6 Registration 100134 ROGERS & MARNEY , INC . Type PRIVATE CORPORATION Charles D . Rogers 6 Expiration. . 06/09/98 PO Box 310 _ Osterville MA 02655 R0GERS & MARNEY, INC.. Charles O.- Rogers ��0�Box-310. ` �Dsterville NA 0.2655 ADMINISTRATOR s: -V DOLlO RLY; WAL T•'.,.;,;:r•._r n•�;;1%.., .:K::/•''4:{v'-"M':!,a" .a,✓ -T .-./ '^�ji(:'L!\ Y:9�: �'C ,•Te: 9: -" ... .. .. ER PINK=;.@E{7L�fii�E COPY/WHITE- FIELD COPY/YELLOW-APPLICANT-COPY �;° BUILDI.NG-' Ol TOWN OF?BARNSTABLE, MASSACHUSETTS PERMIT A= /7 1-1J ■]}K -VALIDATION (b'') rl I•ter JO 11 ±jTY�a lar DATE Ale. �;' �e i34 PERMIT'NO.' APPLICANT ldxx [XXX HXX xxxga ADDRESS 2ixx Rose ..Lune, Marsto_QS mi I (NO.) (STREET) (CONTR'S LICENSE) Build Gara e 2) .rar_ i NUMBER OF PERMIT TO q � N ) STORY L_CC.. SQ �-n T�FJP'� �`� -DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE)' I NING AT (LOCATION) 3•) L'VP_St ��ay R(��-�r''l p 1��;'hnr;7.i. 1 r� DIOSTR CT r'ry� (NO.) (STREET) BETWEEN. AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE ,BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTIO) TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ! (TYPE) REMARKS: VOLUME 576 s�• `t• ESTIMATED COST $ 12.,.000, 00 FEE PERMIT Q I` (CUBIC/SOUARE FEET) W OWNER I,Jalte.r Delorey ADDRESS 30 West Bay' F?oad, .UsterVlile BUILDING DEPT. 'BY � �� . . wL ' Assessor's map;ctnd lot number'_..... ' ` ..... THE toy` Sewage Permit number .........rsw....:: ............. BASdAO& LE, i Z i House, number :.......................3..Q..... 1. ....................... ... 'oo zti3q. r: TOWN OF . BARNSTABLE .+ BUILDING :INSPECTOR C1 APPLICATION FOR PERMIT TO ... ....................c" . ........ .i. �..`... ............................................... :TYPE'OF. CONSTRUCTION:: .... ......................................:............................................. �." :.V�.::::. `:.: i....CO...........19. 's TO THE INSPECTOR OF BUILDINGS:' i - The undersigned hereby applies for a permit according to the following information: ` Location........ .. _ f ProposedUse ......... .:......::uJ1.........n...�`^. .......................................................................................................... i ZoningDistrict .......(Kf::.......................................................Fire District ......C..-...0......................................................... W C Address ............ ......................G'S 1 :vim, e1 I Name of Owner ................................:e.. .......... ..........�.....�...:.,....C�Sr �l�n lII _Name of Builder ....................................................................Address .................................................................................... Name of Architect ....~ '`" co"..................... ......................Address ........_ —=.' ..... ......... V..�C�{✓ .. r1Q� i Numberof Rooms ........................................:.........................Foundation ..............s :..`... :.......................................... Roofing Exterior ,. �,> . .............................................................................. ..................... . ............................................... Floors .:: :::: :9 s?-4 ..............................................Interior ...............................................................:..................... ....�> ....:...... ... ...:...: .Plumbing .................... ... ......:.. �. Fireplace ` ' ...........Approximate. Cost �Z c-zre ........................................... S 7 .... Definitive Plan Approved by Planning Board -----------_---------19---_-_. Area ..... Diagram of Lot and Building with Dimensions ' Fee ....... .. .. ....................... i SUBJECT TO APPROVAL OF BOARD OF HEALTH f Y- ' i — I S OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.. Name ............................... ................................4................ Construction Supervisor's License .................................... DELOREY, WALTER A=71-13 No :. Permit for .. �'7 BUILD. ...GA.RAGE. .. .. .. ... ..... ....... .. Accessorx to Dwel�linc� r '� .... ............. ....... ........ .rl� T1 Lc�atia- .30...West..BaX.. Prrarc.. Os�tery—e '/o r LD r'. ................ _. ............... I _ Owner ...Walter- DeloreX.......................... Type of Construction ...Fr?mQ......:...... ........... ................................ �' ...... ................ P!ot ............................ Lot"::';'........................... Permit Granted .....Marc........... ..........19 84 Date of:Inspection` :" ......:19 Date Completed ...............19 . r '9iti a; m tn- ��\ # � _ _ -, - . - �_� , ^ .. • . .. 1.• . � �,�• . L , -- _ �• Y�..� .. - ,��. � � �_. .'{ __ .. ...� � ` .. .. .. .GIYw.". by _._ .f..•r. �. .. _ Assessor's map and lot number ...............................:.......,..r C%THE TO Qy �♦ Sewage Permit.number ........................................................ ` Z BARNSTABLE, i House number .......................... ........................... q MAO& Opo,1639. CFO MAY a' TOWN OF BARNSTABLE BUILDING INSPECTOR C- C Cv, c3- APPLICATIONFOR PERMIT TO ...................�-................................ .............. ............................................... TYPE OF CONSTRUCTION..............:...... ..� ...........19.. t TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... 3�Q.... esr................. ..a.. ...........�......s.......... ............................................... ........ ProposedUse .......�....�-.......1..........9...e`n..0 �0.......................................................................................................... Zoning, District ....... ..... ..........................................................Fire District .............................................................................. 1 cr— Name of Owner `' ..... ..... .............Address ......3�......... Nameof Builder ....................................................................Address .................................................................................... Name of Architect .. `co..?....................Address ........�—Q-.................. ..... .........V(Q�✓ '1../�'( ......Foundation �.t' c Number of Rooms ............................................................ ..............�' ....................................................... Exterior 'd! !!v.'�..L�.�.............................................Roofing ...L?!oep...... ..................................... Floors cs-»chsz�-�..............................................Interior ..................:.:............................................................... ......................... hHeating .................. .............................................................Plumbing ....................:... ........................................................... Fireplace Approximate. Cost /Z. ors ........................................................... .................................................................... Definitive Plan Approved by Planning Board ________________________________19________. Area ........`5.7f' Diagram of Lot and Building with Dimensions Fee SUBJECT TO APP?OVAL OF BOARD OF HEALTH a 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. Name ............... 04� ................I...1.......... Construction Supervisor's License .................................... DELOREY, WALTER Permit for .BUILD GARAGE ....... ..... ............... Aqqessory..:�q...P��qjjing................ . ............................. ...... Location ....30...We.s.t...Bay...Ro.ad .. ...... ........... .... ..... .. .. ...... ..... ..... Osterville ............................................................................... Walter Delorey Owner .................................................................. Frame Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .....N.A ;.Qh...5.................19 84 Date of Inspection, ....... 19 Date Completed ..............7 P/OO '19 .............. V; Assessor's map;and lot number ..... ..... 0*THET� j Sewage Permit number •c- ... -- :=: � Z BARNSTABLE, i I+ House number � M a ....................... � 1639. 9 CFO NO a` TOWN OF BARNSTABLE i BUILDING -INSPECTOR l .APPLICATION FOR PERMIT TO ... ............................." ....................�. ............................................... TYPE, OF, CONSTRUCTION ............... .C?^y''1:.......................................................................................... Y .!!.`d� ` . ..... ....... .19. d TO THE INSPECTOR. OF BUILDINGS: The undersigned hereby applies for a permit according to the following informaltion: Location .....��. ... ..°.s.r..... .. .....t .......... .Srv`M`"SLQp........... ". -....................................... ProposedUse .......................................... ... `^.0- .......................................................................................................... Zoning District ........R F.......................................................Fire District .:......... Name of Owner �'�' ' �� �� `�'�� .. .............Address .......��'.:. �' c'�1.- Os 7 � pn� ....................................................V ... .�. .........................e1ah Q�e Nameof Builder ....................................................................Address .................................................................................... Name of Architect ..�C? ^^^ �..................Address �—�-�� � -�2.......... r� I� ............................. ..............................M,.......... Numberof Rooms ........................................:.........................Foundation ............... ................................................... Exierior ........................';..........................................................Roofing ................................... ............................................... Floors �.c; -,c-s'`-A--Q ...............Interior ............. .................................................... ............................................................:..:.................... Heating ...................................................................Plumbing .................................................................................. Fireplace ...................:�............................................................Approximate Cost .......� &e-o.................... Definitive Plan Approved by Planning Board ------------_ _ S 7� --- - 19 --- Area Diagram of Lot and Building with Dimensions Fee �' SUBJECT TO APPROVAL OF BOARD OF HEALTH f 0 I I , a 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. Name ................................................ Construction Supervisor's License .................................... DELOREY, WALTER A=71-13 No 26137 Permit for .,BUILD...GA.RAG.E.. .. ..... ....... .. ........ ...to...Dwelling.... ............... ..... .. ....... .. .... .. Location y 30 West Ba ................................ . ........T ........... Ostervd-1-1-e .............................................J&r.A?�r............... Owner- ....,P4a.1.te.r...D.e.1q.re.y......................... .... A .... .. .. .. .... .... Type'of Construction ...Frame.......................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .,,,,March 5, .............19 84 ................... Date of Inspection ....................................19 Date Completed ......................................19 __ .tiffs �, � � �e � ��� 90 III LO '1,VV�\�A)WE IPE RAIL 4A U U 1"IPE GUAR D:Ri41L BALUSTRADE 4"CONCRETE SUB-BASE-REINFORCED AS NECESSARY PAVING r 4. it EJ 77 i ........................... 3"GRANICE GAP:SONE o°o°0Ooppoo°0Ooo0ooO QoOoD0O pO o D000000000Oo 0°cGOOGOoo0000000Do O O° hooD°000D0oD .00.0,.D0 0o0o0o o0D0-°°0°0 o°o° o '• D p C00pO0 0O0 0OooDD 0D pp -•.a •-...9•...-: FIELDSTONE VENEER WALL ALL 00 � �UD O ° o 0 0C G o0Vo 0O ' � oW0 oo0o pGoD Do o o ° y oo0o OO o oo° 0 0 °000°0000000 o0D00p0000 p0000pp0p °°o"o00D0 °o CONCRETE RETAINING WALL REINFORCED A_ NECESSARY— _J_/t 1� Doc000 000. 00 p000 °°°000000 COMPACTED AGGREGATE BASE f. Hill IIIIIIAIIII 00000 .: DD°p0000 MPAC pOpDD 5A DDO°DDDDD pope 000000 f pOO Dc�� ,,. • - °000 00000' ,1 ���• : a , FINISH<GRADE Occp 000 0°�0000 '� { pp o 000000 OOOO Op .� . 0000°0000nno n -...'• p 000000 00 00000 0000 0 00 - o 0000 0 o°000°000 0 0 . 00 °000000�00000 ���: ' COMPACTED SUBGRADE G�oO�GOGo000° i 000 • ' L ! - 000 0000000000 '• - _ �� {t- - 60 D°o 000 O 000°ppOo: - •• •'�•° o°o°o°o°o°°°D°00000 •• y .e (fff i4l • t --- 0000 00 .� °0000000000000 !. o 0000 Docp _ o ' a L f"• cc coo p Op �•y ��. -4 'a { ` _ • _ CON ETE FOOTING REINFORCING AS NECESSARY CR 4. COMPACTED SUBGRADE 1 111 c. f � 4, Ho MME= 1 ' f 1 �\ • I I• q • L 0 FIELDSTONE VENEER CONCRETE RETAINING WALL CSCA`-E: -3/4 1' - 0 EDGE MARSH GRASS CERTIFIED PLOT PLAN X AT GG CB/DH FND. ' F #30 WEST BAY TERRACES T Al OYSTER HARBORS, OSTERVILLE, MASS. pQP �� . v SALT MARSH FOR �.. ac JOHN F. SMITH, ET UX. lb SCALE: 1' — 30' OCTOBER 3, 1996 � EDGE OF SALT MARSH 5� DELINEATED BY FUGRO EAST, INC. BAXTER & NYE, INC. SEPTEMBER 21, 1995 812 MAIN STREET OSTERVILLE, MASS., 02655 15 (508)-428-9131 ^^P 4� R C/';O s• No Fo�Noo-02-96 IDPEE. y' -Or, EL 14. 42,' S A L T M A R S H F FNo S - T / I CERTIFY THE FOUNDATION SHOWN HEREON COMPLIES WITH THE SIDELINE AND SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE AN S L WITHIN THE FLOODPLAIN. r ,11 6 i o • 03 •9�. L 0 T 1 D THIS PL N IS NOT BASED ON AN INSTRUMENT v, SU Y D THE OFFSETS SHOWN HEREON SHOULD LAND COURT PLAN- 15354 D _ _ z _. _ NOT BE USED TO DETERMINE LOT LINES. WI1.78 ACRES PER ASSESSORS J I U 6 f \ N � N r N 86'32'OS" E 0 OF 1 0, BOATMO S & DRIVEWAY T REMOLD O B� GRAPHIC S C ALE 30 0 15 30 60 120 74 SALT M A R S H TBM. ® CB/DH ( IN FEET ) . EL = 11.03' 1 inch = 30 it. NGVD Y N8632'08" E 244.16' I n SOT 12 _ m 95159 (CPP0I.DWG) N/F SUMNER g. 'nlLTON, JR. 1 � I 1 I 1 I I I I ' I 1 1 I I I I r I I I I I I I ' I 1 I � � I II I I ' I I I I I -------------- -------------- I ,r - ----------------------------------------------------- 1 I I I I I I I ; I I I I I I � { I I I I I I I I I I I � I I I I I I I 1 - ' NEW 2'-B* DOOR - - -•.__Tv MATCH-, EXIST 1 I NEW VANITY & � SINK 4f 4 1± 1!r 31 4H FT R. i 0 I rIN � I ------------ 0 F- ' v Q �� F.�• G �� �as�uI✓ ' Fl- r r , r r r rr I r I r I l i rr rr r� / r i I l � /r rrr rrr f r 5 DOREVE NICHOLAEFF SH1TH DRAWN BY: OPTION z NEW ELEVATOR ARCHITECT INC. It Fj 1)1�I\T�,,➢� SCALE: 1/4" = 1'-O" SECOND FLOOR 812 MAIN STREET DATE: 9/11/2000 OSTERVILLE,MA 02655 30 WEST BAY TERRACE '1•E -ago- 48 FAX OYSTER HARBORS, MA REV,: SKA - 11) 508 soy-ago-22ao o — — — r — — — — — — — — — — — — — — — — — — — — — — — — — - — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I COVERED PORCH I I I 126 I I i Fl I I I I I I f I ! I 1 � I I • I I I I I I d I ! I 2 CAR GARA • I ' 125 Ir- y N AISED wo 3'=4- 2 4'-O' 2� HAFT R. � � MACHINE F " o ROOM U- -------------- 4 I =; �lk EF £ , I EXIST. LAUNDRY FF DOOR fo HALLWAY COVERED 119 ENTRY WA01M DRM _ 122 I ENTRANCE UP , MECHANICALLIBRAR' � ROOM C ' r DRAWN BY: OPTION # 2 DOREVE NICHOLAEFF SHI i I NEW ELEVATOR c� ARCHITECT INC. llID-?jSIIDEjNC'Ej SCALE: 1/4° = 1'-0° FIRST FLOOR 812 MAIN s•rizrr:T DATE-" 9/11/2000 oSTEL.508-e,Mno2Gs5 30 WEST BAY TERRACE SKA = 'IA FAX soa-ago-224 OYSTER HARBORS, MA REV.: FAX sos-ago-2zao SMITH RESIDENCE .� 1Yi� 30 WEST BAY TERRACE . SMITH RESIDENCE RENOVATION TOWN OF BARNSTABLE OSTERVILLE,MA 30 WEST BAY TERRACE '64f 17 ,s OSTERVILLE, MA " "`�`'"""t0iN1e"+•�+°o.®a...� GENERAL NOTES: _ mmwm.es�mw.aw FM- .w. '• i. II J�o_ F i i i � i i• ��.W i I i i , - -1--- =-a - — - L---------------------------}--------------------------------------{--------------------f...f. ! , I ISSUED FOR PERMIT NICHOLAEFF 9/30/16 ARCHITECTURE+DESIGN 612 Main S—t Osler"ille,MA 02855 T 508 420 5298 F 505 420 2240 f nicrolaett.eom AS°,:1C4pb� • oallo.6S22^- ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST TI.O ITITLESHEET SMITH 6YMacbw°p...pbwamw: E °,md bpl.a�e.w. EMsTT.GrnNvmGS tlla COLUMN GPoD STRUCTURAL ENGINEER �M ExLI k70, O FIRST FLOOR PLAN cEe n mpw,arwmw II—I = A dde Nwme. T.VARILBR K PHILBENGIN ERI FYI.2 GTSTM(i4JD RAORPLIN RESIDENCE 6 wyN �o.. " PHILBROOK ENGINNERINGB ama® ,o O X3 FJOSTMROOF PLAN CONSTRUCTION DETARs BEACH STREET F21 :raTSTD+csDunlrAsrnrvAnoN N m°r q°m .eA6a..e d°«ho Gim."ar, -:.: n)M4NL DRAWIN(S - Frame ro,..°aea q� DENNIS,MA 02638 ARCIff PROJECT NUMBER: "FF ww",m'a4 ma. pryeroTs°"a dqJ DI_ SECON'DFLOORDEMOUTION PLAN 30 WEST BAY TERRACE ,p, ;, , ° �m �.,,,,,, m mem�sa.� Ra.AEocE 1 soa-sas-a6Bz DI-2 ROOF SED SBCONN PLAN "BEIi:..°+.+I{i SECTION NARNPHI VERIZON.NEf DRAWN BY:AH OSTERVILLE,MA z—T °,,,,ma " aEE ,.Im°,m. ___ AI-2 PROPOSED SECOND FLOOR PLAN RON w, BUILDER A.1 PROPOSED ROOF PLAN IN pp E A21 PROPOSED SOLMBUILDINGSBITIOATIDE SCALE:AS NOTED y"syyH np1p' w CL wm�"6 �' ROGERS AND MARNEY BUILDERS AJ.1 PROPOSED BUILDING 58Cf10NEDQAIIS .ww" cs asMr � co"oE % Bei -��.^✓a.e 4450STWEST BARNSTABLE ROAD WALL TYPES OSTERVILLE,ILUE,MA 02655 DATE:SEPTEMBER 30,2018 Wµe..�ew STRL-CNLNL DRAWWCS Nicholaeff ®p a �p atlwaap SI.2 Pl7STINGNEW SEC ROOFFFRINGPLAAN \\ cducREIE BIGdt SH tITSTING'N'EW ROOF FRAMING PLAN BCT °sqw 6C„ DOOR NUMBER Architecture + Design m.�, s CnB wNm, G L Mea abm°mr GC ®BIOrvE Cvr mall.a eW mwmm l4l.(N 6p WINDOW TYPE Co. w err 6cN°r°mal (�.. whew TYw 812 Main Street =w m� DEL NG HEIGH(B CT tl° Jt Pm� 6Ym /m,natry pmU 6m°,6mb Osterville, MA 02655 `" mow. awaw, 6Y6 �' p an—M Eawww T 508 420 5298 "" we ap TEL r Wa.l LBL .e£�ED w000 C0. pmabry ge.6mml NOTATION$ F 508 420 2240 Cpnn ww.l«0.p°r".W.l UI" ' ,o a°�„6'..ere4yrwww O Ipemo°wiewBOrl"Oamj,a.,,m. cc'ONC m LT 4 m l09 mp°,wmnm AOWb wOCD CGrv6f a eem `w b a � erPCl.mq d"mmc,m'w^'°°rp"H. DETAIL AREA FLOOR AREAS nicholaeff.com C wP°m �dw°' p—E o.m1Aw TITLE: < i COVER SHEET LOCATION FLOOR AREA MAx ,m°.. .c°.+v ' OR �Op rrECb yR �, °m°"°OO EOIAPMENi ' asap NE9 a<rw� o--_E4rwaa Ra«.w.mum EXISTING FIRST FLOOR 3964 4a6aal Mn a a nn ra ©s,w,swa NORTH ARROW EXISTING SECOND FLOOR 36761 oB vw __ '.+so p�,wrw.,,, wMw"„w.a"r dvo w Maio .�am6 °°q''a114w�o;ea wanwa EXISTING THIRD FLOOR 84 ____mse.roAeMovE T we 11O1A NEW SECOND FLOOR ADDITION 82 c waw 1 nc wraaw°aa ww _amr:w lam ewb aa°ve w°b. me ro,a.wb n,wba �s� REVISIONS Tl . 0 E�lEv qw.m oc we."w Ia woN J-'�-' TAL RENOVATED AREA 753 D+Ct � wo M ®crv6uM apart ( (�n°+..m.wwuw Eo Dp• amw, oo m.m. as e,aa,e on ----------------------------------- ------------------- --- ----- -- - _ SMITH RESIDENCE 30 WEST BAY TERRACE OSTERVILLE,MA , i i i ♦ ' GENERAL NOTES: -- ❑ ❑ aw.mc.b a a u.nm.,ww„vw�.�,a..a.w w. u.nMwwrrOMuW nm.F - •a A W wrv�m.�mowsM b.nY o.N•:.wd a sw�••r0n urn�e,alPwem•aanw vbcde j - � aw•w.ma I -------------- ID / wry wv w am.cwcw m yr m..�b.stao en•i,m w w bbaiglumwuwmnalb uW�sm bb•,b 6nwm�m m b sue wee mYsiq•w b b oYl. I I PP FO ------ NICHOLAEFF O \\ ________ -J ARCHITECTURE+DESIGN ___ ___ _ 812 Main Sweet Oeretville,MA 02555 T 508 420 5298 Fi\ ^ 508 cc e na420 2240 x , I p / No.6�i22 JI OfF ®-------------------® PROJECT NUMBER: DRAWN BY:AH O I \ SCALE:AS NOTED DATE:SEPTEMBER 30.201B I I O T l\ - --------------------------- -- ; TffLE: • ---- ---- - EX1 . 1 EXISTING FIRST FLOOR PLAN SCALE:,-1/L'=1'-0 r DE x SMITH 228 RESIDENCE 30 WEST BAY TERRACE OSTERVILLE,MA RL�d/DDYINd 222 Edx - 230 GENERAL NOTES: DEdK 227 BATH O'I'AIR of 219 126 \SgJ� OR 2 216 BEDROOM 217 O Edx OVERED Q 231 NICHOLAEFF PORdH DEdx 00 ARCHITECTURE+DESIGN 223 2$8 16 0 W2 Main sn�1 Oslenm—IN T 550814z 60 2°MA 8666 2 ENTRY Fso%no2240 J5 wo o�n BALdONY + Eil r4+6 _D d HALLWAY ROO 206 O1 O ❑ A.Ld. O O 218 DN OTOILET WTER VANITY AREA PROJECT NUMBER: ROOM BATHROOM 2D8 207 20B DRAWN BY:AH 0 0 0 SCALE:AS NOTED D Y 210 DATE:SEPTEMBER 30,2018 El 208 \ MAdTER BEDROO MEDIA ROOM 202 ❑ ❑ 222 v W.I.d. 212 TITLE: SECOND FLOOR BEDROOM 3.676 SF HEATED _ 211 DE& 226 i DE K 232 EX1 . 2 EXISTING SECOND FLOOR PLAN SCALE:114•=1•-0' 1 i I SMITH RESIDENCE 30 WEST BAY TERRACE OSTERVILLE,VIA own I GENERAL NOTES: ___ __ ___ money en wesageN nnvw , wvv..bw Cbrwerldcbn.MCMvwm ra Mowed wwl Oa mA M W a,•vn,mn vmroetin b w moves:eww �10n a.enw.ne. I I I I 0 , P�,�c F0�e 16 Ll s _ — — — — — — — %�� FF01 - - - NICHOLAEFF e�Dritd // /� I ARCHITECTURE+DESIGN 612 Mein Sweet i i i n 02655 0 / \ ___________________ ____ __ T 508 508424205298 Rs \ F 506 420 2240 --- 0 TR � niChDlseH.tOm :mcniND PM TO DEdL o FIAT 0 \ \ W �do -60ERQATORY t \ --- �• // \\901 / PROJECT NUMBER: THM MOOR may-30.10' /% // RAn&d \ ` DRAWN BY:AH �\ X 00 \ BELOW SCALE:AS NOTED DATE:SEPTEMBER 3D.2016 Li DEdB /- -arDn+d \\\ / TITLE: \ \ ` EXISTING ROOF PLAN I ------------ EX1 . 3 EXISTING ROOF PLAN SCALE:114'=1'-0' I_ SMITH RESIDENCE 30 WEST BAY TERRACE OSTERVILLE,MA GENERAL NOTES: aa.da.a. ' .�.a e.eAw✓a m.awm,a u..,a�.a..x..u. Pe E �59 i i • o tl .couctn6✓AtN cuRVLO rRln � O COLOR,Y ITYCCO ovcA r.Al y O / ,7 � [OYC[ALGp VALLRY IlAlNIYO i F " TY/1cAl ROO/.COWTR1k•TIOY y0'!OIt � • uovcw I2 [o.RIo06 MA) NICHOLAEFF - � I - vc✓T ARCHITECTURE+DESIGN DETAIL ��� j courluYow sofrn w/concR xaceY vAl✓r CURVCO TRIM //' ' B+. / RAIr6R T 0 O A 812 Mai.MA 0 ROYVO L000 T—. cOLYf1Y LJ/ _ I [YaT ro'TOorrolr ['/Top TrR roR A;m _ / KUIOotTon, a rcror CTYR rOR RLco✓O( TT 5084205298�5 lL�awalL°RR i -- / R' _ TNIRO/LOOK n 5084202240 93. icholBeHAom CLNTGR IOlT!O✓!R/YOLLO 4ALL OCLO✓ DETAIL - - II�i I o _ no.6i22 z I I I I z .:e. to Mo• � - I IR� - �.lo r°la. LI✓[OIcLIL PA.-.1✓3Td 1 - �_____________________ F 1 f_DIeOL4l F iL.R ! - T.O ILOOR O[[R cL73s.a7-as.eT' .... i /. PROJECT NUMBER: I . I � �. I �{.!'✓ TR�n DRAWN BV:AH °` [ °ILO ✓ALL(rY lol SCALE:E AS NOTED /IR AC Gt[O LrC OA "lfltoNO ItooA DATE:SEPTEMBER 30,2015 a lCCO✓D rtOOR OUR G T.O.JRCOYO It ROR p6CR �- i • I I p u p I cu !u luo sL a ua / [ uwlrc cca' [ R L I 00 O O Oo0 [NIYOLL!J' wOVC✓!M/MOLL Y .I i CORULR!(TY/.1 . d I IL TITLE: %WT/-_0-,._K-e'n 7_ 11 eL.Iv.ro EXIST SOUTHEAST ELEVATION P/✓/rY GRADL _ 1 ( u.ll.so• J .", J_ ROUNa'✓CODTwCAN COLUMN✓/ c Yr3R 1wr O✓ — [CNTCR POlf!OY lNAIf 1['IOorTOH, !0'/TOP(TYI.•/OR/IAJT/LOORI C LUMw aLLO✓ COLYh✓LICLOW(TY/.) ' e DETAIL EX2 . 1 NATION SOUTH-EAST ELE "''s EXISTING SOUTHEAST ELEVATION SCALE:1/4' 0 0 0 00000 0 0 0 0 00 A A-i A DAmmmA v-mmINA EA )>I�I NA A N3S A (5p 1AmnrEQA DAfaA AAmAIII ArmE A A 8<3 O 317g`m �3D3 =3 03 Qi3 3 f T 3 NVRyp3 O}mlm3 3a3 J.p"E8�- 03 TQ0 DDA`O ET(I 00 0°2<O 0 `0 0 `O < 0<0 °Db-1V'O Off,ox 310 PRO.H. 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I GENERAL NOTES: -�-- - O I I I I I I I I I I I I I 0 I \ OQ i L C --------- --- I FkaoR _ I I I — I I I I NICHOLAEFF B�IIatd / 0 I ARCHITECTURE+DESIGN 812 Main St-1 I MA 02655 —-------- —— — T 508 508 42 42 0 5298 ^5084202240 \ O / \ yt xar w� I I D \ PROJECT NUMBER: DRAWN BY:AH SCALE:AS NOTED I \ II \ DATE:SEPTEMBER 30.2015 I I I / I I II \ TITLE: ..ROOF PLAN PH I I I • I EXISTING CONSTRUCTION DEMOLITION - Al . 3 NEW CONSTRUCTION =G ' � ' LEGEND 12 PROPOSED ROOF PLAN SCALE:1/4 =1- 1 SMITH RESIDENCE 30 WEST BAY TERRACE OSTERVILLE,MA GENERAL NOTES: FO 1�06_ \5 ' i a ' 0 tl eYCRR6✓A!N <uRYRo iRlry /' � oLOR IN RUeeo oven NwlpuRY , Y 4 COYC CALLD ✓ALL<v FulNI4O / - ' ' 7n'//CAL ROe/.COW fR�10Y yD']O/R a • - /x I L✓OVLY-✓RYTEO.R/aOC(>YM1) Ix �' � /% - NICHOLAEFF ARCHITECTURE+DESIGN DETAIL v , %,': j COKI4VOW]OiTT Y/CW1GR KRR6V pw N> - CYR✓CO fRIN /^� , / RA/Tbt TAIL]DLACK 812 Mein Slleei ,.I LO o, TIlJC4Y COLONY LJ/ / / Bt /, I ROV✓D✓000 T4J<AM COWnY lil/]Nw/� - TOsmwilb.42 5 02855 f NqT Id IOOfTON O'I TOP TY/roR. / lo'I OCT>ON,e'1—C-P.SKCOND4 T 50842052H8 lCCOYD ILOOR . _-- �1O I THIRD/LOOK i.p.P4r6 F 505 420 2240 DR NTCR IOJT]oY JN1Y41l0 L/ALL—w xL•-n;yv'— nieholeBfl,DDm • O t 6 I � DETAIL 11 I ��� ,,�� I I � III °Np.6ir.22 = i coo. R-/ IL �.IO MOi M1. ,� _--LIYC O/CKIL pR0/ILC-IW106 • F I F_eINItAR ! T.O.THIRD/LOOK DELI( _) l PROJECT NUMBER: 1 DRAWN BY:AH Lil OO O �4RIEDTH e °• v1q a pru° wLL(rY. u. E 4xfo R I oR SCALE:AS NOTED h DATE:SEPTEMBER 30,2016 • -adcpND noon k 1 1 G T.O•1fC040 ILpoR pcCR D IR p 1 I RD 9Ll /I,G ]l / LI YG l C YNIfK CROA4 R R 1 l l WOVKY lN/YOLC � I CORu6wJ(TYI.1. I _iwf iLeYR D_c_c_K�___: _____ _ _-_-_____ _ T.o./1R9>OLOR DLGR SOUTHEAST ELEVATION • I F10 15N G I � CL.I1.10• 1 4 ar _ _________ __ ______ - _ ROUND'✓OeD iY]W/COLUNNW/ C YiE eu _ CCNi[R Poaf]OY ]MA/T If'I RO/YON, IO'/iOP(TYI:/OR/IRS>iLGeRI � C L✓NY OLLO✓ .• COLONY EELO✓(TYI.) ' E ' DETAIL SOUS—EAST ELEVATION "''s A 2 . 1 PROPOSED SOUTHEAST ELEVATION SCALE:1/4' SMITH RESIDENCE 30 WEST BAY TERRACE OSTERVILLE,MA - NEW g THICK-BUTTE RED CEDAR SHINGLES TO MATCH EXISTNG OVER 300 ROOF FELT WITH CONCEALED FLASHNG AT - VALLEYS ALUMINUM SKYLIGHT FRAME W/ DOUBLE-PANE INSULATING MANVFACTURERS APPROVED G' GLASS ON 2X6 CURB-WASCO. 12 TRANSITION DETAIL WITH OR EQUAL-SPL FINISH WITH 4� O O COUNTERFLASHNG It;IT WHITE Ex -RK7R MILL FINISH L 6 AD 4LUMPIUM PITERIOR NOTE FULLY ADHERED.060 9ARNARL PVC MEMBRANE 'r APPROVED SARNAFIL ADJUST NEW ROOF SLOPE (GREY) �y% CURB DETAIL AS REQUIRED ALLOW SPACE FOR _ O O CONNECTION OF EXISTING FRAMING k EXTERIOR GRADE TO NEW(2)1.75'X 14'LVL BEAM Q' GENERAL NOTES: PLYWOOD SHEATHING 12 1•/-C� _ FULLY ADHERED X '-0' (GREY) . RNA PVC MEMBRANE ^'� •mro^. m.a.=b=�.a+ro 2%6 CURB-4'-0' 6FIL .OUTSIDE DIMFNSIOH ROUGH (G n APPROVED SARNAI L INSULATION CLOSED-CELL FOAM 12 NEW 2X PITCHED ROOF EDGE DETAIL ./_v INSULATION AT ROOF FRAMING TTP. OVERFRAME O 16.O.C. aa,e.a.wu SARNACLAD METAL DRIPEDGE(WTE) BLUEBO HI ARD W/ �am=aemw0ea,m.=m..w.aw=m.:O.w VENEER PLASTER m PANTED MAHOGANY (2)1.75'X 7.25'LVL E (2) b' 14' V EXISTING 2X CEILING JOISTS e.ero,a.mu..nao,am..Rnw eao,.w SAVE TRIM TO MATCH— Ex G-ALIGN WITH 2X0 O 16'O.G 2XB 16 O. EXISTING EAVE TRIM WHITE CEDAR SHINGLES 1, SIMPSON H26 ?EXTERIOR GRADE 9/4• HURRICANE TIES 11 BLUEBOARD W/2 COAT NOTE PLYWOOD SHEATHING ALL RAFTERS VENEER PLASTER EXACT CONFIGURATKJN AND EXTENT WITH 300 FELT (3)4.75'X 9.5'LVL OF EXISTING1X9 STRAPPING CEILING JOIST XIO UNKN RAFTERS AND 2A POINTED MAHOGANY HEADER NEW(2)476'%14'LVL BEAM AS WINDOW CASING TO MATCH PANTED POPLAR REQUPtEJJ TO FOR CONNECTION TO EXISTING ALIGN WfTli TOP WINDOW CASING TO MATCH EXISTING FRAMING OF EXISTING CASING EXISTNG .t PANTED MAHOGANY PANTED POPLARFIXED PICTURE WINDOWS—' _A\\ B DYNAMIC YNAMIC WINDOW CO. —EXTENSION JAMBS n(P\ ALL EXPOSED INTERIOR O�c SURFACES TO BE STAINED H Y TO ! VARNISHED NNHEEXDISTMv1�G 2.ELUUCK DOWS \�c,\�`O ' I I NICHOLAEFF ARCHITECTURE+DESIGN 812 Mein St—I Osmmue.MA 02655 T 508 420 5298 F 508 420 2240 rucnoleen.�wr, o. e �g.�e4c 4• PROJECT NUMBER: DRAWN BY:AM SCALE:AS NOTED • DATE:SEPTEMBER 30.2015 3'T@G PLYWOOD SUSFLOOR SCRWED AND GLUED 2X O 16.O.G OVERFRAME ONTO EXISTING 9.5'TJI FLOOR JOISTS SYNTHETIC SILL PAN FLASHING COMPAT®LE WITH EXISTING DEGK WATERPROOFING MEMBRANE(V.LFJ - PAINTED MAHOGANY FIXED PICTURE WINDOWS BY DYNAMIC WINDOW CO. ROOFING MEMBRANE MANUFACTURERE3 APPROVED TITLE: CURB FLASHING DETAIL NEW 1X4 MAHOGANY PLANK SOUTHEAST ELEVATION DECKING TO MATCH EXISTING NEW/EXISTING P.T.SLEEPERS O 16,O.C. EXISTING W12X26 FLUSH NEW SILL BEAM 625'X 11.875' FLOOR BEAM P-LAM SPANNING OVER EXIST 9S'TA DECK JOISTS EXISTING 9.6'TJI FLOOR JOISTS EXISTING TJI FLOOR JOISTS • 16.O.G O 16'D.C. A3 . 1 PROPOSED BUILDING SECTION SCALE:1-12•=,'-0• 1 • WALL SHEATHING KEY l1)• III�IiIIIIIIIII�III tL iIIIII-�L+!IIIIlI/-_\TL_III�-r(III1I1IIIII I O6F,1 J I1/F Yt r1(Il---_�-1HI-• -'----1-1�-a_-�-=rIII-n----�--IIL IIrI-I1(II•----___-Ij I-- SHEATHING NAILING REQUIREMENTS REMARK IIII J IIIIIIII I 1IIIIIII J IIIIIIt.III lIIIIIIII ^mm m•,^m^m.^•:<>m..aI.bTm'm a.•.aadH EXTERIOR WALLS(NONSHEARWALL j1 _1 � J RESIDENCE 12APA BdCOMMONAILS-F-EOGESAND COX PLY 12'o.c.INTERMEDIATE.BLOCK ALL JOINTS ALLJOINTSSLOCKD 30 WEST BAY TERRACE INTERIOR BEARING WALLS OSTERVILLE,MA 12'Gyp. No.6-1-1/4'(TYPE W OR TYPE S)DRYWALL SCREWS Q 1ST FLOOR ONLY EACH SIDAT4'O.C.EDGES,12'O.C.FIELD 12'GYP. NO.6-1-/14-(TYPE WOR TYPES)DRYWALL SCREWS ALL FLOORS ABOVE LL- _L J, EACH SIDE AT S'O.C.EDGES,12-O.C.FIELD FIRST COLUMN KEY MARK SIZE CI axe POST DOUG-FIR CIA 4X4 POST DOUG-FIR ------ __________ GENERAL NOTES: C3 (3)ZX6 HEADER AND BEAM KEY MARK SIZE r--------FRAMING PLAN LEGEND L-1 (2)1.75'.7.2S 1.9E MICROLLAM LVL UP L-2 (3)1.75x7.25 1.9EMICROLLAMLVL L-3 (3)1.75'x 9.5'1.9E MICROLLAM LVL L4 (2)1.75'x14 1.9EMICROLLAMLVL D INDICATES POST SEE COLUMN KV FOR SIZE � L . bwe..,. wwo.wawm.,.w m. 141 1 I L•6 5.25 x 11.875"2.0E PARAL AM PSL 1 1 1 I 1 pl I '"°"`^".a•'m•^m^. 1 I Ilp 1 1 STRUCTURAL NOTES: I , 4w�mw.•�m a�.w.w�e e.�..y..,.m a.e.w. 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH MASSACHUSETTS STATE BUILDING 1 ,1 l I I I I , CODE FOR ONE AND TWO FAMILY DWELLINGS,BTH EDITION,AND ALLAMENDMENTS p WHICH IS BASED ON THE 20091NTERNATIONAL RESIDENTIAL CODE. 2 ALL STRUCTURAL MEMBERS TO BE FASTENED TOGETHER PER IRC2009 TABLE R6023(I), I I U.N.O. JACK SCHEDULE(EXTERIOR BEARING WALLS)-U.N.O. 3. ALL HEADERS NOT SHOWN SHALL CONFORM 20091RC TABLE R5D25(1),U.N.O. OPENING ROOF ABOVE ROOF b 1 FLR ROOFS 2 FIRS I I I I I I\ I I I 4. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO A TIMBER 4X4 OR BETTER. I ) I I \ S. ALL FRAMING LUMBER SHALL BE NO.2 SPRUCE-PINE-FIR OR BETTER UNLESS NOTED UP T03'-V 1 J 8 1 K 1 J b I K i J b 1 K OTHERWISE. T-7 TO 6'.T 1Jd2K 2J82K 2J82K B. ALL RAFTERS SHALL BE CLIPPED TO THE EXTERIOR WALL TOP PLATE WITH SIMPSON H2 ��-L-- 64*TO 9'a' 2J82K 2J82K 2Jd2K HURRICANE CUPS OR EQUAL. 7. NAIL EACH MULTIPLE OF MULTIPLE MEMBER HEADERS CONDITIONS ROWS 12d NAILSU 1C O.C.U.N.O. JACK SCHEDULE(INTERIOR BEARING WALLS) (Ir �.♦ I 1 '� S. BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER MANUFACTURERS REQUIREMENTS,U.N.O. OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE 9. PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE HEADERS SHOWN.THE CONTRACTOR SHALL SUBMIT SIGNED 8 SEALED SHOP DRAWINGS TO THE UP TO 3'O' 1 J 8 1 K 1 J d 1 K �oPP S.E.R.FOR APPROVAL PRIOR TO FABRICATION. T-T T06'4T 1JdIK 2J&IK I -i--- I'f---- 10. PROVIDE I2'PLYWOOD SHIM B'TWN EA.PLY OF 2x HEADERS.MATCH DEPTH OF 6'.0'TO r 2Jd2K 2J82K HEADER. WHERE JaIACK UNDER HEADER I -'I 6/� I\ 11. ONE PIECE PARALIAM(PSL)BEAMS OF EQUAL WIDTH MAY BE SUBSTITUTED I I�-� I \ K=KING STUDALONGSIDE OF JACK I 1 / I /G \/L SUBSTITUTED FOR MULTIPLE LVL BEAMS,SUBJECT TO ARCWENGINEER APPROVAL i 7 � 1. X r I \ / 12. ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, NOTES: I,Ij�}'�R 1 I I /1 \ 1 / \ ( // 1 /� --------_---T�11 1.ALL JACKS b KINGS ARE ASSUMED TO BE 2x6 SPF42 J�I;Jt I I ' \ I,J{ \.. --- ` 1/ ---J/r �7_•�. / GRADE OR BETTER. / L--- 1 ^I rJ _______ L {` Z.ALL JACKS b KINGS TO BE NAILED W 16d NAILS Q IrO.C. / 1M I r /"�!T / I \\ I\ 1 / \\ FRAMING SCHEDULE 3 \ p ' I T 1 , I I \ ' i i �'r Tom/ 1 LEI I I IIII I I i ------ r---------------- I � ,/ Irr==-,� /� / - ♦�\ s1 -11� LJi---1 I ----------/ r 1 IL I I III / 11 ( ,--1j1'I--F--� I I I I NICHOLAEFF / ♦ '\ /' I I \ \ / lc� II5 ARCHITECTURE+DESIGN UP / \ I I I I I I I♦ V II( I I / / \ ♦ - y - �` 01 111.Stroot MA0( -- -- / I y Z,� I--'1 t--I- /� T508l�.MAoz6ss T-- T- / � \ l-- . -_ T5064205298 Jr L 1 L I III /' �( / 11---�-1-�- ♦-_____\' it \ 1 I /_1 I I I III / `� I I I L II \ \ P soe 4zo z2ao I III I I _ I / 1 I I III \ / / 1 nichola: o. `� 7 \ 6�44 n r S='No.6b22�� � �--� �W�. 1 I I / !/ -� \ \\♦\\\ I r- I I I-i-"x'P**�I f"�9� +T"I I IT-i I I �. �{ \ III L->_• I ax al rF k JU=-t I o�\/ O IIII i _T)•'� 11 1♦ I l \ I II \\\ 1 II 1 i ;-\\♦ \ r \�O\` // I I I L�1 rF10•FLCIT~ T T t 1-� �rL -1 L-J 4111\ ` �ill ;L I �JII ---1�-- I I 1 t-)I v_r_1r- IMP -1 �1.r ��� -ZT \ � \ ♦ pp 1 t_I �_ I h\1 I//I ,pJ�I I I t I 1IF-T �T `� � / 1 \ `♦ ` I ' 1 ♦ - 11 PROJECT NUMBER: \ \\�� `\\ \\\�\ •\\ < �\/ \ �\\ rG,ri\ .-\L\ TII, IILd_1_L_LJ`�11j l l l �_� I .► ( -II �\\yJII�� �\\�I II '/ \ �\`��\ / 11 1°jI \ \d DRAWN BY:AH IIII(�I y`I� I I I ` / I! / \ \\� \\♦\�\\ \ /// \\ \\ \\ \\ \ " I I I SIN I 111111 \lJl I uIF \ \\�a e\\\♦� \ / / \ \ \ J_ 1L _ �1 _L=LJ 1_- J -1-�--�-I r-- ,1 //•( ` \\ / / '!/'r SCALE:AS NOTED \ \` IIV�I // I,� 1 \ /\\ /, > �Q\ //� / I I - I I //.•y II I I t it _IyI III" l l II /` I I I, , \ 1\ � DATE:SERTEMBER 30.2016 4� II � III; I I I I \ / rr•Y�jj/ ./". \ ) \ \ / I �. �// / I I l I 1 1 � 11 I III r\♦ \ ,✓ \r/ / // / //// \ x > . ,.�--' / ,// r \ I I I I I I I I I I /II l III I )-or br, `Tk*.IIII h 104. \ �\ 1 r r//// / / �Ll I J_...I va „�.6a I1;=U= i �`'o9"I °' I `I`l it 1 I O4 \\ \ �x�i\� - \ �.J_J=L r - am-T-T �\\ / \\.t♦ \ .'/ / ' /i /i \ \\\ 1� IIII \\ / \♦ �.� /�/// /j,/i/ - \ \\\ /// / ,// // / / //i� $ t 1 IIII I IL I I I� -1�K I I II,I \ \/ �)♦ ' \ � �/�//// /i////, r TITLE: \ �/ ' /,r/i/ SECOND FLOOR FRAMING FIRST FLOOR WALLS \ \ 4\ BELOW --_--_---- \ /// / / / / //// , I I 1 1119I , I I I I I I JI'I I I r SECOND FLOOR WALLS411 ,/ I I I I I ✓� \�/ /r /// II EXISTING FRAMING ---------- NEW FRAMING HEW FLOOR OVERFRAME S1 . 2 LEGEND 121 SECOND FLOOR FRAMING SCALE:1/4'=1'-0' • WALL SHEATHING KEY ---- SMITH. :ATHING NAILING REQUIREMENTS REMARK • • . 1 II II II , II I •• EXTERIOR WALLS(NONSHEARWALLS) _ -� RESIDENCE 'APA 84 COMMON NAILS-a-o.c.EDGES AND I �� X PLY I o.c INTERMEDIATE.BLOCK ALL JOINTS ALL JOINTS BLOCKED r i I s I� ;, 30 WEST BAY TERRACE OSTERVILLE,MA INTERIOR BEARING WALLS I I 'GYP. NO.6-1-114-(TYPEWORTYPES)DRYWALLSCREWS @1ST FLOOR ONLY CH SIDE AT 4'O.C.EDGES,12-O.C.FIELD 'GYP. NO'6-1.114'(TYPE WOR TYPE S)DRYWALL SCREWS ALL FLOORS ABOVE 1 I I I I CH SIDE AT&'O.C.EDGES,12'O.C.FIELD FIRST II I 1 I I I II ., COLUMN KEY II I I I I I I)I I • IRK SIZE 4X6 POST DOUG-FIR A 4X4 POST DOUG-FIR • (3)2Xs GENERAL NOTES: ---------- �musaoanm a nw•r—e n•nN—wrye M me.•n•w HEADER AND BEAM KEY (I U ______ — __J II \ \`�/// ( ,,,,,,,,,ea,,,,,,r�,,,..•,,,a,—,;,,rm,.,,ma..�.�r RK SIZE FRAMING PLAN LEGEND -1 (2)1.75'x7.25'1.9EMICROLLAMLVL11 mm �,�.�.amo•n�m.aa wvas:m� wn+®•a-�oa.n uem.n -2 (3)1.75"x 7.25"1.8E MICROLLAM LVL �/C�� -3 (3)1.75'x9.5-1.9EMICROLLAMLVL _/ 4 (2)1.75x14'1.9EMICROLLAMLVL 0/ INDICATES POST DOWN-SEE COLUMN KEY FOR SIZE I �— ,/ i I ICI ���aa,•nmw.ememavn.•m•.n ewa.•.. .5 5.25 x 11.875'2.0E PARALLAM PSL I TJ' I I iniie' IUCTURAL NOTES: I i i i IID o.•m.w•nme.,n.awrom•..w•..nme.ew. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH MASSACHUSETTS STATE BUILDING I I y CODE FOR ONE AND TWO FAMILY DWELLINGS.8TH EDITION,AND ALL AMENDMENTS WHICH IS BASED ON THE 2OD9 INTERNATIONAL RESIDENTIAL CODE. I I I I II ALL STRUCTURAL MEMBERS TO BE FASTENED TOGETHER PER IRC2009 TABLE R60230), U.N.O. JACK SCHEDULE(EXTERIOR BEARING WALLS)-U.N.O. I I 1 ALL HEADERS NOT SHOWN SHALL CONFORM 2009 IRC TABLE R502.5(1),U.N.O. OPENING ROOF ABOVE ROOF&1 FUR ROOF 8 2 FLRS I I I I ) I � ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO TIMBER aX4 OR BETTER. ALL FRAMING LUMBER SHALL BE NO.2 SPRUCE-PINE-FIR OR BETTER UNLESS NOTED UP TO Y-V 1 J 8 1 K 1 J&1 K 1 J&1 K OTHERWISE. 3'-0'TO 6'-0' IJ82K 2J82K 2J&2K I ALL RAFTERS SHALL BE CUPPED TO THE EXTERIOR WALL TOP PLATE WITH SIMPSON H2. MURRICANECIIPSOREQUAL. 6-T TO 91-0- 2Jb2K 2J&2K 2J&2K NAIL EACH PLY OF MULTIPLE MEMBER HEADERS WI(3)ROWS 120 NAILS @ 12-O.C.V.N.O. JACK SCHEDULE(INTERIOR BEARING WAILS) BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER MANUFACTURERS I \\ / l01 I l•� ! \'( REQUIREMENTS.V.N.O. OPENING 1FLOOR ABOVE 2FLOORS ABOVE PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE HEADERS I I I I \\ P SHOWN.THE CONTRACTOR SHALL SUBMIT SIGNED 8 SEALED SHOP DRAWINGS TO THE UP T03'-0' 1 J b 1 K 1 J b 1 K I \ pP S.E.R.FOR APPROVAL PRIOR TO FABRICATION. 3'4'TO 6'-V 1 J 8 1 K 2 J 8 1 K PROVIDE 12'PLYWOOD SHIM BTWN EA PLY OF 2.HEADERS.MATCH DEPTH OF 6'-0'TO 91-T 2J82K 2J82K J` ONEDPIECE PARALLAM(PSL)BEAMS OF EQUAL WIDTH MAYBE SUBSTITUTED AER. WHERE tJACK UNDER HEADER 1 ;I\\ /� I //, "—"��_______ _ \�✓5 SUBSTITUTED FOR MULTIPLE LVL BEAMS,SUBJECT TO ARCWENGINEER APPROVAL. K=KING STUD ALONGSIDE OF JACK 1 /-"\ I X ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, NOTES: �( i.ALL JACKS&KINGS AREASSUMEOTO BE 2.6 SPF42 GRADE OR BETTER. i— —J �_'' / 1 2.ALL JACKS&KINGS TO BE NAILED W 16E NAILS @ 8'O.C. ,/ FRAMING SCHEDULE I I I I 11 ------------------- - /i f___7 ,__ r.___ /' \ % IA rr; \,� B`'� I II I I I NICHOLAEFF I I ARCHITECTURE+DESIGN 1 ' L_ J 1 I I I e12Mainscnel T 5004202240 ;� ---- I nicoea202240 �s, ox a. /// r.�� `\ ` /�.� \ Q �y eua>•au awa / �— — ��rT -- -- ---- — �� ev III I I /> \ I I \ \ I \\\ ,\ �\ ,`\` ,•, , J� \ \ �—�- —r ! `\\\ PROJECT NUMBER: \z\ L — — — I T \ /� // / ` ` DRAWN BY:AH � \ // SCALE:AS NOTED DATE:SEPTEMBER 30.2016 ---- I — — — I -- 1 — II I I 11 � 1 I" I 11 ��♦ / / T_ - TITLE: ROOF FRAMING PLAN I II SECOND FLOOR WALLS ___—_----- \ BELOW — _-- EXISTING FRAMING —————————— --- _ S NEW FRAMING 1 ■ 3 LEGEND 121 ROOF FRAMING PLAN SCALE:1/4'=v-V r 73 cor L70 j ,.•_ •./ r�!•'`ti,� •,�.a .�, y � � fir, CA As I , CD 0 w � je,t � i3 � •'f .5N_ ►Illil�ll _ � � ` . c� COiN4j0�,�y m D r4 ;j � w No r :D D � A;I. py b u'L :�) I T �• NIYYYrNSHIMAxW/` T/Y JIC A.W;NDX IWl.lx ;:.yr`"..: SMITH I-- IHL]t WAIL'ARE WINO]FEAR A 1 Y.Y i:OM:NETE I C'ULI:Y.\l. DVUtlII:A4.UYCNING YUIINUATIUS.AIJ. RESIDENCE a', L ]T:4],YNUv1Ut 3-71. C'OWYN 1/711t! INCH WLTT �; •• UTM HIAILI AIIUVX. IMnA o e'-V ...W/ 1 EACH 1/7 C'4I YLYWWU ALL SI;kYACL' TDP!Nr/TTUY /4 I bA/:1 HUkrLONTAL PANEL JOINTS IIDkIZUxfAI BAR SULL4. FASTER W/ad NAJIJ ST 'GER IVTIrf CON'CNITE YIIUTING SYACLU T1.1.AkOtINU ALL OY TI: W/2 LAC,H/5 HUW'LUNTAL •.ns • - VLWMErtk BOUNDARY EWES,US BARS SJ 3✓•'147E IV u.c,ruk THE HERD \ I I I / I GENERAL NOTES: 45 \ I 1.aroa of pe>pna a wuna:nd'aol.nol \ /, I I•mOn RIM Ine,aLJ ar. .r.vo DJ a I \ I -. \ �• N.. , pr Oo.nF of(k,r.r>N.cnL.�.11. \ I UkUY WALL APPROI. IK <"A'•Iwc1,I o^ NA pon Ir.w,n•en^ AT GARAGE FLOOR APRON' / q I o�•r^•I:rn,a \ O Orppo ti�Iw ouryu.y II I \ Y DO—.o .r,llen Y�Nc�I\ D2nwae1l •,Inc,� FUkNACE CHIMEY FWTING MF arrU,a or O'ncr.Panc�aa on o < PLACED• MAIN FLIJOR SLAB ero�crw noP erc^rpos no 0 \\ I I THICKEN TO 17 X 3'-Ir X T-C to Ont to . .on nos Colt1. x TO CONFORM TO UYOLT X 'U n•^e` cD`lor°In c d. V CONCRETE SLAB ON A-le OMPAC GRAN n _ p a oFc to PROVIDE 17Z16 HAUNCHED e -g. lo FOOTING BENEATH FRAMED De,Fad crap ro De cols. RAIL ABOVE AND LSSTALL A k0■OF I( CONCRETE \ e I eIDCK TO FORM GAS CURB - I I I \ I EX 5•-7 CONCRETE Iv-I FOUNDATION WALL W/ \ 1/7XIV AxtHOP BOLTS O .e.W/1 EACH TOP k BOTTOM/S _0 RIL HOONTAL BAR STRAIGHT STONT VENEER \ F I I Io`XIIr GCONCRH#5 CONCRETE FOOTING JOIST LEDGE PoUNDATION I \A-IS BARS ■ALL"DICING AL Sill PUTPS-RIGH2-7Xlr PT SYP. — — — — — — — —LEDce-z-7Xa Pr SYP. I \ _ _ I Itr toxcaerz 17X0'-e• CoSCRETE FOUNDATION WAIL CX.5•-7 CONCRETE I FOUNDATION WALL W/I/7XV I ANCHOR BOLTS O e'-V o.c. IPOUNDATION WALL W/ \ I W/I EACH TOP J,BOTTOM/S 1/7X1V ANCtlOR BOLTS I DORILONTAL BAR O a'-V W/1 GCE! IV X2i CONCRETE FOOTING W/ ITOP k BOTTOM II 717 � —_ — 3 GCtl/5 HORIZONTAL BARS. BORQONTAL BAR WAIL FOP.COL EYTENV TOE TO OUTSIDE FROM IIrZIS CONC'RL'TE FOOTING AS o C TYPICAL TO)Cr. IBARS A-le -i B-o W/2 EACH 15 HORIZONTAL G RADIUS STOVE TLN-EER/JOIST LEDGE FOUNDATION s-; • = A le WAIL/Foomc: 2r- /I 1°•_°- Y- sIl PLATES%C9 2-7Ia- FT.SYP. _ \ I I.t 3' i - R LEDGE 2-7X4' PT SYP. 1 PULL DOWN BARS 7 1Xe•-e• CONCRETE FOUNDATION WALL W/1/2'IIV ISCBOR BOLTS o e'-V .. Y I e tar o.c.H �: I I I I 1 I it W/ I EACH TOP k BOTTOM IS HORIZONTAL cl e BAR CTCAS,SAME FELL / / I L / PLACE>NL = - • TEBRATOR} I 3 MEMBER FLUSH FLOOR DEAN I cI PLATE I 3 EACH 1 3/CZ 0 I/7 LV.L JOIST LT STONE VDATTOI COMPACT() RADIUS JOIST LID°Y TOUNDATION JOIST LESED TOGETHER EDGESG E FOUNDATION D I— — — —'`a Aly/P0 T/M[E 2 ROWS RS 0 led O IV o.c. 6GU TIO �_�� i i�4{ \ s01 PUTI6-1➢c 2-ZZIV PT.SYP. / i L D P:2-rlC PT SYP. PT SYP. A-1{ I .I— / LEDGE 2-7Zi SYP. OPF?.TM TO LEDGE-2-7Is'Pi SYP. C, 4�Eydp ��ttr 12'-9• i �I a'-d' 3--10 t V \ l7Xe'-V CONCH. TO-DATION WALL SAND /� ai 17Ia'-�CONCRETE PoUNDATION TALL a e 'P I O I — — — — — /P7xca FILE °eJTMI(SI�HORIZONTAL BELOW NI Wj i/e7Ace a k°BOTTOM n a'_V '` DOREVE NICHOLAEFF HORIZONTAL BAR ARCHITECT, INC. ''•P {b� I a o I - I 10'X2{-CONCRETE FOOTING W/ I 3 EACH 3 HORIZONTAL BARS. :>'PB� slwB \ I P°ROVEYECSWSONPECICO S I/i BUrr ' .e 'I EXTEND OETYPICAL TO Tp°UTSmc FROM OSTERVILLE. MA �/ O P J EOUAIJZAnON -__� WELDED TO MIDDLE OF I:TERSECTED 1 / /• �.�`F z w OPENING TO \ SrAPSON CCO 3 1/4• BELOW W/\I 3 MEI®EH FT.USB FTDOR BEAM MEMBERS►EACH I /ASTCN'ID ITOG LETeER I B B \ <.W/2 ROWS 0►Red O 17 0. 'A-t3 ♦-1 •\Bo- /\ I P-0 9-0 9'-0 9' i r r r-� \ r---i 1• Sr LouAlJGno 1: I I I I I OPENING TO ``____,,� ,` I I - SAND n�` _ I A-1. L Doveu Lro1wN �NTS- L—J ti0v 6f iRks L J \ 151 / L J 1.1 _ BELOW \/ I PROVDE SIMPSON C(3 i BVT7 NOTE-I.00A C 7.0[LUIIN I \ SHOP PRIMED. IY 1 { i WELDED TO MIDDLE OF IJTE ECTLD POINTS DEPENDENT UPON LOCATIO OF • ` SIMPSOx CCO 6 1 COLLITN LOADS FROM FLOOR ABOVE CAPS-SIWSON COOS-I/i Slwe I \BASE PATES- 1/YXi Xa- EOUALLGnON CLEAN.SAND nu, STEEL W/2 EACH 1/7 Du. --- PLACE►/ IIJED FIFO OUIK OPENING TO VCBMTORT ` PclrxJl.s/eJm ••%• / \\ NOTE: SAND JTu SI S'-V CON L NOR BOLTS HEIDW PATE IOIMDATION WALL W// veeEATORY CQU ZATION 3 CONCRETE SLAB 17X0� CONCRETE TOOTTNc COMPACTOR 1/ZZIV ANCHOR BMTS Te OPC INc TO W/{ CB/5 TURNED-VP • 6'-iC e...W/1 GIS ALTOR COLUMN-75 YXVXI/1' / - s�..N,DN.,.►Iy r --� TYPICAL ® CRAWL r '� SMEAR lb`i L. REED Al TOP k BOTTOM I5 SHOP PRIMED. s 1r — — — — _ — J SPACE 1 I COLUMN OAP k BASEPIATE HORIZONTAL BAR CAPS-SIMPSON'CCOS-1/i CONNECTIO7.� VX 5'-V CONCRETE IVile' CONCRETE r00TLNc BASE PLATES- 1/7Xi Xe- I I I I (UPON COMPLETION OF WELDING ►OUNDATION WALL W/ W/2 GCfI/5 BORIZOMAL - STEEL W/2 EACH I/7iEA. I L J I L J ALL EXPOSED MQQAL TO PLCIETE 1/7XI'ANCHOR BOLTS BAA.9 DRILLED TNRU QVIK ONE COAT Or MAIVNE DUTY O e'-0 e.W/ 1 EACH ANCHOR BOLTS � RADIUS JOIST LEDGE FOUNDATION ENAMEL PAINT) TOP k BOTTOM/5 17X3e- CONCRETEC DOTING I �WAIL/FOOTINL: \ HORIZONTAL BAR REVISIONS: W/4 GCX /S jORNED-UP SILL FAD% RIGH 2-7XIV PT.STP. IVXIa•CH 05 HORIZONTAL FOOTING SHEAR DOWELS. RXL°ALL ILDLL 2-YXi PT SYP. DOUBLE COLUMN POINTS\ ./2 EACH/5 NORZONTAL COLUMN CAP/k BASLPLATC 17Xa'-a-CONCRETE FOUNDATION WALL r 3 EACH 1 /.- FLOOR BEAM— �PRONDC SIYPSON LCCO 5 1/i TEDFILIT BA0.i JL'LY 23. 1998 CONN[CTIOMS R 1 7XIV ANCHOR BOLTS O 6'-V o.. 3 EACH 1 ]/i I 0 1/Y LT.L WELDED TO YIPRU Or INT..I.CTi.D UPON Cyy44PIETION OF WELDING / / MEIIPFRS FASTENED TOGETXLR ( SIMPSON C[0 5 1/i ALL rSVOSP.D METAL TO RCCIM. ' R/1 GCH TOP k BOTTOM IS NOR120NTAL •/2 RO•F or 16d O IZ o.C. \ ONE,(OAT OF MARINE DUTY PAR RNA4 F.L PAINT) I• - r •-� r r A-15 ' L—J LJ L—J FADI05 JOIST LEDGE FOUNDATION—� ' 1 •f PILL DOWN RA PROJ. N0. 9505 WAIL/ro(nxG: ! o IC O.C. NOTE: sell PUTzs-mLx z-7xto' Pr.SYP. ` TYP.a PORCH I7• tl I:0 DESCRIPTION !EDGE ATZS- PT SY:r STIR BRCAGWAY roVNPATION -'STRAIGHT STONE VENEER TOP OF FOUNDATION WAIL ELEV.=13.7' 17 xe•-c coxcRnL roux(lnon.Au t tLEAJN.sAxn F OPENING. INVUNT(F JOIST LEDGE FOUNDATION TOP OF FLOODPROOFING/FOUNDATION W/ R/711o' ANrxoR eoLrs o a•-Ir .... PUCE•/ SLIIICEWAY TO RE NO •ALL/min4G LEDGE. F,LEV.=12.9' FOUNDATION FIAN ♦/ 1 GCR TOP !BO7TOY /5 XOP120M A-' PL RA4/,Y CYe" PARSED xif.XER THAN t'-V SILL PRATES-NIf x2-77a- Pi.SYP. , BAR PRATE WAIL FOR Co f IGHE CRAWL SPA[[ Ir1N:r- =-71i PT srr. TOP OF FLOODZONF. (A13) ELF,V.c12' CMIrACTOR RASP.Mr. III-=. EXTEND WING 1-X6, CONCRETE FOUNDATION WAIL TOP OF CRAWL DUCT CAP F,LF,V.=9.5' WALLS AND SOLID Tor W� 1/-X10' ANCHOR POITS O A'-V a�. ► SCALE: AS SHOWN'• CLEAR GRADE,REYOND W, 1 EACH TOr k MOTTOY /3 A-I5 DATE: JUNE 21. 199Cx rolINOAT1nN FIN.WORK I NPIDTO"AL PAR I0X24 COVERT,roOmG / I 3 GCN IS HORIZONTAL PARS. -� i air DO—RAIN CXTT.NP Tor TO Olrrsinr FROM O III O.G. • D T'FCAI TO IV. TYr. O PORCH , A-' -'IrX 5'-V CONCRETE. - :IAM .-xlr RAIN - - / rnitNnATION WAIJ.W/ AIJ.FOR COI. 1 ' 1/YXIV ANCHOR POETS I PASS Inl•.a fn1_ITOP ^ . O e•-V e.C,W/ 1 EACH AR s — MOR k PnTTnY•N IIf II Fr CO. Ri W/3 IAfll IN NnNILnxTAI. FOUNDATION PLAN .. O Q U6�v^ Q�i c=i O cNi� o o ii c7 r7 n ,�• oOro yO"Np';� 1�C n N �N r-1 D .r /�.,'.,•,`f, yso�v Oxmaj"'li l,zin oy o >m 1`'•>0 :�,� -� r K�•iyp rBi�r>(��N mY�r Z in bN Mti Z �•.. l N-I22 0 A No XUI pN� .e'� - •- 0 �f+n,1 1 1�y1/ o N +Ai fA.• _�N g y y �� s,o z•'p z ty'. u No N • / N T8�1 _ m R A Y wA�._ \ \ 07134vat �GL \ � :• ~O �O c r "fe / ot I,-RI J• bx C r N •aX �'• lei\cL \ � � o P °i� •J �l ��g• N, w a ' S , j � .__J�°7 .;s. per[ R• � a _ ' r' a �;e F - r• w « � 7.LCL (ems i S > O > o c { c o c '13 R � a Nrp F w t H coo Fes• ���^� O M n d R x w•^'i z to ~ Y! v P N W).0 Zt ZO o S p N --< A ?v �N • N m Y X � D � �•. \- e w co !A U m (A Q y ' Q m 1 �-----momm-k 1 N O -1 t N m LAND COURT PLAN 15354 D E l . _ i iaCeKp��b anwo-.t�wSn q toMn-E aIium Tn�oat.ie b H J - - - - - - - - - `RESIDEoa0anNp,• eoaw.eC o nHey E SLOP[ - - - - - - - - - - - - - - - 45' GENERAL NOTES: 45` hep=nyy 'Fi'A tY.I. NoDn thwf me nmal l «aeYIL KpDnoam1 o wN�. nn + 'If - f!• '.1\\1 \ f i I' a o.e,ps.asnoD aro•va emoaa o SLOPE SLOPE L o w Orovgnt to tn< of 1M,e N.h�e�eDDfwe o. '\ /// "'- /// , I \ N ' 1 ♦-1 Dt-,n ns a e to Ea uaw ana no ' / /j •-Ia = I be.a,ye be�tD ee.wlea. - �pC I \ I I t a \\ lz A �� I \ P 1 9\ \ - OBSERVATORY I \ I ! s I D ROOF PLAN I D 1 zt•-o A-la \ I SCALE: 1/4" = V-0" SLOPE, 77K I of !I \ - ' R1RMG I 1 sLoea / _ _ /� J vs I I DECK \\ © © I DOREVE NICHOIAEFF / 303 \,C I \ \ ARCHITECT, INC. • /' / °° �� I S I j' Ie. © \;\ m i OSTERVILLE, MA L C � O \ OWOOD O: •.' I I:fir• I D \�;\\ PIwT10 \ \ I — I C i © 'NI/2r \ TYPICAL \ ` 1 LO c� 0 ERVATORY \\ /�/ /�y RAnnvc - -- 30 O\` O O BARREL /• W'D/iJ:; \\e P. P;-"A TYPICAL VAULROOF / / f FIAT I OOP IROOF Roo► / \ •( //A I O � SLOPE REVISIONS: '- I-._.. - " '- - I \\\\ //� \\ JULY 23, 1996 / J �INtSNe(p ° / I DECK \ �'•'�T' ` V� G a ROJ. N0. 9505 ESCRIPTION OF PLAN ' AC o \ / I s — SLOPE L - O. ' SCALE: AS SHOWN r DATE: JUNE 21• 1996 Y15 $� A-14 ROOF PLAN I SCAI F• 1/4� 1 A f (j}1 �V / • I I I 1 � ' r � 1 1 R 'a 1 Y ,1 1 4 C , l` ^.,., t� rl r :.� �T•Jam,,r _ bare 6FL 1uW GSrfo Ir NaT NCI4w9 CAaC • .I = VI 1tsfw G,8ol L AsoSN") WCF . 'ftltS DeCK LY�.�o row -s r CANSTRLr_T10N 5F L.L COMPLY WITR LAI EDI jtON rn LOu.L 0.00,pf9� OF T}IEgPOLICABLe CODCOR BUILDINCZ DRDINANC -�Z CONTRACTOR 5HALL VERIFY /\LL DIMENSlOtdS AND CONDIPONS��HOWN ON T}llS SNEET,ON SITE-. PROPERTY UNG CK EMC OF FCOT1 a-1 . . I.. - -__.+•, (cww.-a. I � " >'3 F~JOL W-K AMC)YA,RO AREA AROUNQ POOH_ 4'•0`M1N I LENGTH Or POOL--SOLO"(AAAx (Ib.K w:n1 Dec,L) ♦'`� - .��-- 'HALL JLOPE. AWAYFTC�N\ FbOL- �;p• SINLLON END�O.RL LreP a ,ea '-o" / ._.�_s-� •y 4 PRt7VIDE pRAIN/aCiE AROUND POOL. IF\VATEfj 15 F1t000NTERED-NO GRouND tvAT'ER AT POOL LEVEL. • 1�+ � 1�s�ON1C1Fru —r-S POOL 3NALL BE 8=o MIN.CEEP tF dvtNC- R0 IS USED. s u Co.FOR. fcL &m..• r ` \ r Do sLo• —6 FICOL_Eau(PMENj (FILTERS,PUMP,HCATER,ETC•)SHALL_ 1 NOT 13C LOCATEO tN REQUIRED FR361 OR 310E YARDS- TOG STeEPE4 now 4:1 I - . so, f SMvc. roc or sure. ->7,Soll:Sw+LL(BE UNDISTiXZBED 9AjURAI(1000 P.S. _••�` APPROVED COG\PA T-FC) FILL. tt'JL.,tN rAx r I -.-8 COW -: PNEUVWfAY TILL PLACED COR RE'j E. D. on I 8'•a' 12rKOCr' 'SHALL HAVE A MINIMUM COMPRC551\1E. $TRPNGTH 6 5 a OF &C:o PSI AT 28 04Y5,\VITA NOT NORE T14A4 .- i LO1IGITUDIAlAL'SECTICiI 2 )UNPBOArDAOIOR omoNALRECQ53pED UrHTNICHE 4.5 PARTS SAND TO ONe PART CEINEAT BY VOL.UU\E ANO 3 GAL-LONS OF\VATER PEK S\UK. PECCo-saAL SC°GP SEALER, .OF CEInENT' ' flout 1•YFWKAL AD1USILU(I' 'r� • z� lSalOC&DA wr/�rRtDow alolrot C.OocR W �- UNIDISTURB ;-`AIL- CC `rp (AT ' ' looArC 56 (rxA"APFf(ouEDrtsT) 6 _ .I� "{t(-L K) rJ AI4Sr— g PLACE- 11; A � r [rA6 vCE[K REINFbRC1(yG STEEL -SHALL CONFORIN LATEST` WIcN BytD r xl1 I �J AaE�r A,ST^.SP5C5 A-(o15,DESIGN EAgSED ON 1"COO °• / -� •L. t ~t \ WATER { - rZ'V1 �3:� 30 lal% L?S,1: LAPALL BARS Q\TtUAWN 40 DIA iETER5 AT` SFLICES<,ND CARIAERS A3 REab To MTCH I Do�f. 1'�>°'- ✓ ... CGtYREjC: I•'loa8�*= COP,r(G. '� -.-tl QTtOJIC:C-MECtWIJICAL. Ol_JICGS�b HOIt)3Tti1:L Itl �;;r) a -- I� i • LACE A)JO MAlNTAIri 2'CLEARWiCE BET\VBCN cAszTFI -L_ .. r P�vAu2eR, CG(INEGTrY(TD D[Y'•'E1L_ •• Tom' To Hs1�P5uQION -=='r=__ .; SEALIMC� .CL`TAIL r Crt'ROIIAL KECESSAO LADCFR IrF-P NICSIC- G oR sEwu-,�((EawrtcD ACID STEEL. '. . .. CC(D�'iAT�. ,I • '.,.r�i" Peess."t TTRra W'ASTEUuETOLQ{WCLL FRESH -ET r�' C ICAL rbUI.�DIIJC7 TO , I'hIP,SQwnEEjlDx3 P]rl C9KCFCRMIPZQ tJIDLR[oPWG%nm a(rHTS t foraJu< ->•12 50lt/h11t1� CLC Ttz C1 R N'°4WD GOwL ]waEuKrror Asccdoevto(A� RF11.1FOcf>; ,FLUMBtFJ A/JDTDCb1.1DL/lT' • 5 riMFl( 1 E I � � �.D,w,,,,EC T8Cr3�iCtR l PCn+L (OML[AiT[A E11PU,.RAKGI 1� � 1 (S CCKRE?E F•UWOuIxtwE - �� ro,ALVtAT-e (OotCopraeo�.e - DCLKSLAS(-L &Wr&-ft.REP ILDII.A� INSPeCTORS Kin -.'i••' " wG FRE(N - - _ AFRR MC, ow vmEa s .1TeN 4e ra7ts REQUIRED PRIo2 Ta'eu -. w wive nao "Fox o>.m CLEARANCEO FORCt� POR GUNITING. .' ♦ I r•. •� (RYi MY MNI/ =r,,-P(IwAL) LEaLL tWe UMSt+NCT Jo,w( , oPTICLIAL- `\/ p GE1AlL DETAIL�• yw,NERJ LtuW[QN1 •{j'[OIrRArA,S•Rn•o-AStc• Ov�ER / tA_FAC qET IVD c FLa . .(UW[iPlw U6eJ 'fl RLR181 'IL Vz IS L6ED-9. ES�A4' ,,I MSTRUr ElisQvoxn) SPtn•fyFt r,LTSa l5 1AED d,P.rc55W [S•ra i -Torsll5(RV TYPICAL PRESSL,RE SYSTEM PIPING CIgEi60.1'I j 8 fRESN\VATER INLET' 9 Cr]cttE oR.,51vE.A»r1u '--1 \VET.C>;rt1 ZNIC)=flA1L-Y MR V+ QAYS 3 SuRFAGE 6KIHNER fJf�E TY �TF_ oD 40T TuRtd<A uyHT\\/Herl POOL IS ett\PfY_. eEOc BT ovdeC : ---»1a••L- - _ 1_ IL�I �-D cYj rlq-usE sL.Kx Rual3Et2 HOSE\JNErI FiLi.iNc,waL _ AGEL`r-K RNJ5eCR MARKS PLASTER . S}}Calf.sec - _-- i '1 I A -,�— ir4 Cow(• 1 SEL tni j'-GiD `f . L-J aI SEC u:R DE]•10 ��A . 0 m fat Q.3wt_ Q - VyrJLEip°F A] y jr gg CtR ssP1z GK C1lTnf. r \ 1d I .. �\ k•. to / 3 \ SHt\LLOw ENDS. Scuroxe hMTC: ` e �. ' ►MERE CA$il 1 4a-t*1> 12" (?• 7° Y L v� Be*ID SCAN D u'-1•ro•LS-o' 3 •y® AOD 1°4,45'i'To 3D-eACO 1 Z°1 RR Fbw Lo(GIN Of-. 2.f IOKZ .. ti RE5PECTIv6 610C. raz N a 12 . E O n•p) M �C 10 OEEPEND 5TA\IDARD SOIL 12 DEEP END RAMP M V•O'IW(FiLt- 1•d u :�• r - — ( ECARDMAN ASSOCIATES PORTSMOOTH, R.T. .• ` ` CARUM D. BOAR HU, - ISETAI L5 .FOR b.. � NO. 3625 - I SEE 12 CUSTOM GUN I T E. POOLS, i NC. } •3012 ' f�@@tto- NOTT' EGISTERED (05(o HIC)IILAND ,TNEIzToA) R SCE CE fJl FcR :".. Du(. .�i TaHo4 .� .. .., . . .. ORAL ENGINEER 11 Bv: CHECKED: -.. ]GALE: �o,TE: D RECe55eo �1wo cies\rn 1141 FAISEO eOND eEAM SNALLOw EAo N NG�0 9 B3 •C'C.7 rs J 4 � •:W+ : N m� � Q VIA c N� a Z p ,rl , C� o _ O z WTI r J;I.m. TV ►�r o z 3 v z J 1 I � Q —4 _..... .._... ._...I......._............_.____...._-_______,__.:.�._..__._....:..._......:............._... _ ... .. ...__....._....._.__...._____....--.` 1 I, i 28-0 3—0 A .. A_12 - ❑ � 3 0. - - SMITH m. RESIDENCE II COVERED PORCH i125 45` I GENERAL NOTES: The drawing and m designs and l I ideas, arrangements, plans indicatedth eon r or represented thereby ore owned by and remain the property of Dareve N'choloeH, i / \ o Architect, Inc. part thereof shall be / O\ utilizedperson, by any person,firm or \ I I a corporation for any permission purpose;exceptwith \ / aDecdic written permias of the firm I D rove Nicholoeff Architect,.Inc... —s' 0 4' 0" ' 24'-0" STAIR Any drawings,sehopddraw gsC1and on are F,-2-5-1 to be brought to the attention of the \ O ! ( H Architect before the work has \ I A-18 I O A-18 commenced. I O I Dimensions are to be used and no `f drawings are to be scaled. J \ ( 2 CAR GARAGE F A-1 04-31 111 �i HUII,T—I i UII.T—IN 1/INDOI/SEAT ? , 2._e.. 2, 6 m' m� 1 0•-4' I 21,_0.. A�15 \V. / © I ��) HALLWAY © AD15 3_4.. Cr,3,_ 2. 5. 4'—i O 8''—Y 4'—.1' O _ 0�` z c e-s' '_g_ � � _ e �Pti _ COVV�SRRED © ; —— LAUNDRY r O © © / 122 ' I 120 LIBRARY 2s / ENTR C , / i -4— /� PO ER 116 GUEST BATHROOM` — - — -{L/J� ® 1\ I ENTRANCE l<W.LC. RO 7._e.. / ' wext% Hgsvl 0 n�/ B DRO M \ 102 �, 6 u 104 a^-o" C 4'-6., X 103 i/ ' I 1 1 \ MECHANICAL DOREVE NICHOLAEFFro 0 i ROOM 1D �� w�NDow SEAT N \ .. qp '/ o ARCHITECT, INC. \ / y ,d 117 � / \ :/ I ENIRRY i ( NI \ $ b / 1 WINE OSTERVILLE. MA r ; ©/ GALLERY of t�'' _ Hastlh STORA E 114 - - - - - - - \ ,Z 3° \ A_14 � \ c s — 4\ VESTIBU 36°. / \ 4e /•� 4-3� 4'-3" 4'-4�1 2" __ I. \ 7�. y s, /11 a ✓ :.++'� a. M �• COVEI ED PORCH DINING ROO \ \ I �/ / \ I X 24 j j \ 107 KITCHEN �� �/ \ / \\\ \\�f �eH © I 45' 41- 109 FAMILY ROOM \ \ — — — +I— - - — - - -- I - - \ 112 0� . /✓ �� /a p ' /�/ ?:� j \ \\ REVISIONS: LIVING ROOM / 106 19 ' I u O PROJ. NO 9505 JI / o DESCRIPTION m OBREAKFAST ( / HA OM 1� ti' \ FIRST FLOOR PLAN A-1 / / - 6 m ROOM 1 110 SCALE: AS SHOWN A-15 DATE: JUNE 21, 1996 \ — \ _ o 1- s 20 A A - 1 FIRST FLOOR PLAN SCALE: 1/4" - 1 r 0" I i SMITH RESIDENCE ` OYSTER HARBORS,MA. GENERAL NOTES: The drawing and all ideas,.arrangements, designs and plans indicated thereon orrepre- sented thereby are owned by and remain the property of Doreve Nicholaefl,Architect,Inc. - _ - No pan thereof shall be utilized by any person, firm or corporation for any purpose',except with specific written permission of the lino Doreve Nicholaeff Architect,Inc. Any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the Architect before Me work has commenced. - Dimensions are to be used and no drawings are to be scaled �— nNCLfo s/DLJ of cNlf.rufv RfOaE<If OY<N KNTLDRIoy LCAP CO119974 WAS✓ t TYt cA ROOF co NJT<u<Tlou cU4✓ED TRIM ✓LSTLRNRLD CLLNR JHINGi.ES,l['L 4 LR TON iRADC+/l•L✓L LABfL \ DOLOR fit JT✓C[O D✓f4 MASONRY DYER CLOAK LRLATN -Y/F,GOUS ✓/AR H ECT c✓R✓LO RAILIN4 f K-XI'A:`L<L✓LTLRJ+LG'O-C. LGOCOATLO<oPPLR W/6 NfGH HfN FLASHING OrfR'S0•FCLT.ON�°COXpLY✓oOD,TYPfcnL uul_%.T:CTMERu/ISE NOTED CUR✓LD ININO;CD WA.L{.�/UP l/f / CONCEALED vALLfY FLASHING LILAC OF cf2LfN4 PROFrLE I.NJIOG I WLS"ERN RLP CLOAK 3.APLD Rut o•/rTCH—� I 30 FfLL { C NuO✓l30I£Ir✓/GOPPfR J<RCLu(TYPJ PAfNT/AFTGR LND38LACK TY LLKTLR/O WA' OONSTR✓ �. T=.fu[OFGLflfN4 PA.—fNJfoL \ \ i MDLOIIJ6 CEDAR SHfNOLtY 5 Lk POJUAE�Al r1£IL.R Su GARB/CR oN t k < PLVW000,4LL C RNLRSTO BL✓OYEU JHINtLfi uf+LCS4 oTMGR- -- O SC NOTED I 1\ \ CUR✓LO T/H , r- Y C U MDOOX.TRIN �� 4+r _'W < u/DAC 04✓D WOOF SELL(rYP) .. \\ / . RKNRAIL JLT NSHJUOLE L✓AL L,W/GAP TO F41TCH PwS "t' - � LY"x IH,'s LKTlAJ A c'a.<r'TYDJ. f i OETAIL I I ---- ..... -s-i•s�..^-__ _ _ _ _1-. ___,._-... ._...:._ _,. T,;;4D PLetrR DECK I FF� H FT1. f \ of r ruR NF -P I.. Et 6R OI D 11'A ,W oD?P. D CKLAN CTYP) EJE] 9I o C' DOREVE NIC LAEFF CE T R S ND L DESTALO ` ! I ��;I! .I Jn',NDfLLD HALL ,;,N�, ---� -----�-- -- -- f.i ARCHITECT, INC. :___.__ _____ _ .__t______________ ___.. ________ _ T,D,SLEDND FLOOR DECK _ ______ ____ _ ________ STERVILLE MA n �, — _ - N I. C DIa:M M1�I�IMI - H CUR✓LD \ L1H TL CCDAq SN/NOLCS ' �., � 6ACRLANO ,. 3`LXP o3 u4L CTYP.J M�0M Moo= L ALIGN I u� F/RST FLDOR DLCX EL.14.SD i t[Nr[A r.s' COLUMN OELOu FrRSTFLOOR LXTLRIoR COL 5 - ,� REVISIONS arR;L.MbF1C P'AN UPAe-ua.+s ce. � ____._..___.,.__.__ _ _.-___._.__.___..__ .T✓SCAU PLAIN JHAP"iL'i`PLINTH •-�' -.� __ _:___ __L_____-____-_ ---- ---------------------- -- --_. :[✓S N;RH[17t✓INDO4I _fultSTH T't LofM.H/o't a [, :,• K✓SN�R.H 2123�IOfL3 '. �'. .�. _ - ':Ic✓d'T9•f.<TOH-LwDIw/ORTrrG DKACKLIY A•N' .. _ ..:-: ..,. _. _-. .. - ,�. I.... - _ ✓ERlfY f.{I"ARCHITECT -_ NORTH—WEST ELEVATION SCALE 7u"-,f-0' - PROJ.NO. 7d GJ ._ .DESCRIPTION:NOArH-xsrLLa✓w m. : U P s` DATE:. •.I✓NEar,HK It m _ I c SMITH RESIDENCE OYSTER HARBORS,MA. - I i II GENERAL NOTES: The drawing and all ideas,arrangements, designs and plans indicated thereon or repre- sented thereby are owned by and remain the . . property of Doreve Nicholaeff:Architect Inc No part thereof shall be utilized by any person: '.. firm or corporation for any purpose:except with specific written permission of the firm Donhe f Nicholaet Architect,Inc. Any errors or discrepancies on the drawings, c o - Fr - shop drawings and details are to be brought to ', the attention of the Architect before the work A•/3 A,•/� A�rf has commenced. �c R cD TRlrl Dimensions are to be used and no drawings C uUO JS SOFFIT u/<oPPLRBC ALLu r we to be scaled. r LR rA LS CTYP.) CONC COMCE VLNTLGLLXY EALED✓AEY FLASNIub(TYP) �TrP+CAL ROO/GONSrRVCT+ON YO'SLOF6—� I RO'Q aorfO MCO L"6NT0 USCAu COL UM✓Ll/<FA/T \ // I Iu.COLOR JTUMO OVER MA).OJiRY ' CUR✓LD t Ou�iNVOUT SO/F/T LiCOPPLR SCRLGN'I RA TLR TA' S P T£D BLACK(TYP) ',\ \ •\\ � I CE r LR POS S 11 C u 15 LCLow L LOf CG L. GPROFILL Iu31DG ���\ ,.\ r'. \\ (.Q I.. T,O..PLATE 019N RAIL+NG SCT:N SMINGL LG l.✓ALL 1. ,\ ,� �:� £L.N3.5' BALUST[R a c.C. G R✓ED TR/M ROUNG yOOD COLUMN ty/TN/Ff lz°q DOTTOM \ ro'TCP TVF.FOR Fr RSr FLOon I r - LINE OF CLIL/4/G PROrILE/NS/DE TO TF'iRD ILOOR P.C. __________________________ LL, 35:87� I I I i , I XL F .+ 000 FIK 5�I LG FI% D i I a r- 7Zb - I ; F DOREVE NICHOLAEFF I Illlli R i s£crND rL R DELL 1 ARCHITECT, INC. T,O.S[COND FLOOR OLCK ------- - - ---- Ec.23./3, OSTERVILLE,MA• ' t t s o 4 CUIWL Y/P RT'KaPN'WD:TR(M r. L a l l 1 ACD {' I 3'"CXPOSVR£(TVP.) I .& :� �. I W LNiN/uGLL z GLNTER uINbD✓oF/3 AIR L__, 6 1Lj UL V Jill i i - -- F rr,crr nhwR DECK-1___ (: ranR3r rzooR occK f 1 i � � ! I i Fl4llSN GkApE i, .., •. -.__. ._ .-... __,-_ --.._ ..__,_::. __:_._ __.,,-.:---_._T._:-..__ ._._"" ..- _" _.:[ '- — --:._ .. .:. �.., -. -.._ _: _ ::. REVISIONSs.. TjZ4 Sk`l STJ —a II � __-- _.. A'K. A/s. ,. -_ `, •- - Q RSYu NORTH-EAST EI LVATION SCALE V4"a}-p" .... _ i PROJ s I w ( DESCRI ON:mo&rNa:.trrL&uwiru s - - SCALE: - DATE: ✓uur 21,mii: W AL � - ------------ --.---- i SMITH RESIDENCE OYSTER HARBORS.MA. _. GENERAL NOTES: The drawing and all Ideas,arrangements, designs and plans indicated thereon or repre- sented thereby are owned by and remain the property of Doreve Nicholaefl.Architect.Inc. No part thereof shall be utilized by any person, ♦ - - firm or corporation for any purpose:except with. specific tt Architect,pecific written permission of the firm Doreve j Any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the Architect before the work 11 has commenced. j Dimensions are to be used and no,drawings :f are to be scaled. CU(✓LD TRIM AL N40LT w/ RCN/TLCT LLbAROlN4 NL/trNT / [GA D✓ LLY iL AIMING fTYLI lLOI✓LR RAIL ON GeRV+NLIUGJ - � / O✓LN L TLD R:OSL GO(TYfcJ � S� I o, .'v T.D.IL 3CeCK I A, P41 I lqfl�r I e a 0 I - I � DOREVE NICHOLAEFF Ili______.�_.— DXCK ARCHITECT, INC. OSTERVILLE,MA. FIF i I f FH f CVRVLD e DFIDE 4 4CKygND e DEIE .___________________ _ TD.6L/DECK i I n I I I Iy :HC,iN 61rJOL { 1 i LL: REVISIONS: E . 1 A'IS D/Y/L lAG/iIC WOOOC LN/wN/i"�Y4L ilVf ILOe,i"fT✓R) rs !p -f✓N9)/iGRh'1212 :, C+hI lO'.O aA4C:LLOOND RD..f—1,) 'tRisN$%u ¢M tOi Ds/RM LL DAY R -. 11IEST.E FVATI f SCALE wi-T-o, PROJ.NO.. '.`. DESCRIPTION:wetrLLKAIAr-N !� SCALE: DATE: JUNE it,til W 1%L j SMITH RESIDENCE 1! OYSTER HARBORS,IAA ' GENERAL NOTES: The drawing and all ideas,arrangemem, designs and plans indx;aled thereon or rapre- sented thereby are owned by and remain am' property of Doreve Nichoaeff,Architect,Inc. - No pan thereof shall be utilized by any person, firm or corporation for any purpose:except with specific written permission of the firm Cxx v Nicholaeff Architect,Inc. Any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the Architect before the-work E has commenced. Dimensions are to be used and no drawings are to be scaled. W m.u COUCR[fE iuNN CURYCo TRIry -ok 11d1u000 O✓CR MAW AY • O p0 , wOOG MOLDING ! \ �.4 CONCCA.EO ✓ALLLY FLASHING �\ e �T1'/l[AL ROOF CouITR UGT10u YO�SIO/L \ / WO✓CIJ YENTED R/ooE(FYI) � 12 10 0`0 DETAIL -[o NT1NVOU5 SOFFIT W/COIICR lGRCEu rArNr _ CUR✓Co rR1n `\ \ RAFTER TArLS OLA CK TRO UMo{UOOD TUSCANco-,v W/ / �\ ROvup(✓OOp TUacA./COLUnN w/l HAFT SHAFT r0'f DO rT01+ ['STOP TYP FOR !O"!BO H, !'1 TOI(TYP FOR SLCOND TH%RD KLaoR f � C[NTCR IOSTS ON JNING LED L✓ALL aCLOw T.O.PLATE DETAIL14 - ii ; r � o a a ' I L,NE OF CLIL¢PROFILC I_ E. , IRD FL oOR OECI(L353S,P" fl i I� ��ME'f✓ TRrx �I � � - I. W/6A<Ke.a .: all cUR✓Ep Tc u0✓ '.HALL(rY O ;I10 U 1 ;XED 1C pOO9 . i t I see—FLOok { �. DOREVE NICHOLAEFF ARCHITECT, INC. DECK e I -- - - i -,--_- -_--- j T.D SLCONDFi OOR POCK OSTERVIl1E"MA, I � I I ' Do G 000 S" LR PosKCr 2)�LI N R l0 SLI N SL �� f � - ' : I' i wo✓LN SHINGLE - oRUW CTrI.I � U it I _ r. j ----—--- iihx��Ooki� i i I �, IL 7..0 FIRST FLOOR D6CK DECK -Eli Lu LLL - ---- I - EL•14.SO, j / FINISH GRADE ' ID.SD' j. LRouuD wwDrusuu cowr+u w/ - c ureR ro!r eN - -. - ceureR roars eN- REVISIONS: 4HAFr/L'I[OfTOM, IO't TOP (Trr.FOR YIRJr FLveR) - L LUMLI srL*W - COLUMN OELOw(r"..) RYNS 7/eG RH LOL Marx SDRM DETAIL ,�RYN! Th<QH ro7 MS fL 1LrN _ SOUTH—EAST ELEVATION A't6 j { SCALE V4•wi'-0'. I F , .. PROD.NO. tires DESCRIPTION:soDTN SA Sr ulHNrrep' SCALE: iy'•r=e' - - ! 's S DATE: JUKE 21,M41 - SMITH RESIDENCE OYSTER HARBORS,MA. I GENERAL NOTES: The drawing and all ideas,:arrangements, designs and plans indicated thereon a"'Pre- sented thereby are owned by and remain the property of Doreve Nicholaeff,Architect,Inc. No part thereof shall be utilized by any person, < ..firm or corporation for any purpose:exceptwith - : specific written permission of the firm Dore" Nicholaeff Architect,Inc. Any errors or discrepancies on the drawings, -shoe drawings and details are to be brought to the attention of the Architect before the work has commenced. Dimensions are to be used and no drawings are to be scaled k '. a �CONCRGTG✓ASH I< p./y �¢ o /U sr✓eeo OvcR n+soUier �.rs. , r� OLD/4i DETAIL l' l �_ T4P TMIRD/0 R CNVMI.:S: I Y.W✓LH VENT R/OGG CAP O DIX G fAC f Mq�/✓FA<T✓R'N6 Cc. (TrP.J. , ' / TVSC A.1"Ail N S 4AFr 1, r / lJ%b PyNTH COLW':JTM IO'a EOTTOM RGTL .fSN ' ' l Bli''D TOP ae / .�Sr✓coo liUr3/+ NO✓LJ✓LMED K/06E uP(T✓/.) CID COATGO COPPGK—5111—' It : M0• \\ \',. /. �u--I r— N14M MlM.O" R 00H+48LL0✓WALL [ 'T P:CAL RWff OP MO•\'. I :T','P.CAL R P SL 0P6,.4d \\.\ { - JM"XS"TRIM✓/.OACKaAND(T rIJ �/ l':`H9IVSTLKN4"OC(T✓P) T Mh"LY YGNT'LO R/O6L.GL1i.(TYRJ Iir--11F-�I� I ..`•• l / r—cl—C T --O{✓w�1.L OfTVP1 Q 'll TO.PLATE ICJ W EL.H3.S0' v COUGL ALLD✓AL LGY fLASMrNG CTYP.J coorrN�o us sorr/r rKrPr(rrv,) t ! DOREVE NICHOLAEFF ARCHITECT, INC. Sm I � -..— OSTERVILLE,MA. D ;i; 1 - � � TD.FL3 DGCK cv _ 1 , 1 I _ F " 1 I '� CENTL,I PO5TJ� - ' i r F/XL Fl G FIXED ` I. f.. __:_.-COL✓M UT.BGLGWf i i 1 i I I ? { 6 1 { III vl F j I 3lCOND FL OR OGCK� (\ ..REVISIONS: RYdU 7/44 RM. et M$rR sp,RN x'f .AI'S� { ".?YLL..S7Al ILT{ N ___._.. ... CI N 4 Fl f M l M Y D F fr :1 fR Il AA D 9 i O 1 {.. ` DOCK ... ti it It 1 i 70.rl 149 GwDK l f[ RROJ:NO 9so7 DESCRIPTION :"sr44CNAr1w o - --- ------- ' .. ------------- -.I-- . ---- ------ ------- --"-- SCALE:.;" - --- - "-o• YR GCAR SNINftCSS TO DATE: LI,r ift I FAST ELEVATION touco✓voo ru3eKtu C. X"m ac-nH..N CRrua nc, :SCALE V4"=1r-0" - _ _ - Y4"xs"TRIM✓/BAe,rs+No W 1 �) i I SMITH RESIDENCE OYSTER HARBORS.MA. ' -.. GENERAL NOTES The drawing and all ideas,arrangements, designs and plans indicated thereon or repre- sented thereby are owned by and remain Nre property of Doreve Nichofaeft;Architect,Inc. No pan thereof shall be utilized by any person. firm or corporation for any purpose;except with.:. .+car u Kca CL x SwucLca CrYd,J specific written permission of the firm Doreve . vovt,ll vLNTLD A-"G4♦CTrP,o Nicholaeff.Architect,Inc. wo»t foF P/rcN C rrr.) `� .Any enors or discrepancies on the drawings. ,I shop drawings and details are to be brought to DGTAlL _. the attention of the Architect before the work has commenced. * - Dimensions are to be used and no drawings are to be scaled. - e:j 1 i I _� To.THIRD FLoo,Q DLCK ..— C✓R✓EC TRIM. � - - C,x12-pAanc co�urwN 1a'e4S6 - • - CUK✓CD KAr L,NG �- n d : I ' C O • � 1 I O I' !✓MITE CEDAR SH/NGf.ES r � -. - : � C 1 AFL CORNCRJ✓OUEN� � � F i I. i cuRucc'Mi. 4I I 14 j _-__' „ 4000LP_DORaGK { DOREVE NICHOLAEFF COLUMN r L"64 S E I II ______ ___ -i __ -- -----______________-__ _ _ M T O, - : ALIGN ON CENTERS 4//GO�UMNS _ - _____-__ _ -__- __ __ _. _ _______ _ � jL Z.../✓F `, L ARCHITECT, INC. 1 OSTERVILLE.MA. wtovt 411 is K FLOOK'DLCK— __.- __- -. _ -if-.T,O,FlLS"r R✓'oR"DLC/C 54 ----------------------------------------------------------- ___ - _ _______________ ___ » 5.. Are REVISIONS SOUTH ELEVATION B cre, 7/u zxeL.xn a[r�� -KV1v':r/u.IrBfF SGK.i'I toa . SCALE V4'"-,W �R✓SN 7/u}1JYR�.1TN.20) 4 DESCRIPTION::sevrN LLcvArwo g - SCALE: g , - DATE: JUAIE.LI,/1'1G It I e SMITH RESIDENCE OYSTER HARBORS,MA. I � i GENERAL NOTES: The drawing and all ideas,arrangements, designs and plans indicated thereon or repre- sented thereby are owned by and remain the - property of Doreve Nicholaef.Architect.tno. . - No part thereof shall be utilized by any person, firm or corporation for any purpose:except with specific wri ten permission of the firm Doreve Nicholaeff Architect Inc.. - Any errors or discrepancies on the drawings, M G B shop drawings and details are to be brought to i the attention of the Archaect before the work A.lo Ads - A-/3 has commenced. Dimensions are to be used and no drawings are to be scaled. uorcN YLUTEY R/OGE-GAF(TYF.) •,• � !✓CSTERN RLD CGDAR 1N/N4LC3(TYv) ROOF FlcC 40^CTYP) - I CONTtN 40V5 SOFFlT PENT lTYF.) \\ \ � A4aU ou c4.M RJDO.L,uJNPOJ. RA�LJ{IG AND AL[NLv'OI —Q '•� �`\ \\ O. t:H2 5D' / x EQ LQ t DECK -. I o I V, III SLC-0 iLOOR O K - II F f -, kl , I � t ; � DOREVE NICHOLAEFF ° ARCHITECT, INC. i I I � 'T.o,SCCOND:FLOOR PECK fl.2S/S :OSTERVILIE,MA. , FF1 CVSTOMaRACKETS ., '� \ CONSULT W/ARWI. I ; f 1 ?"y G♦ rL cLOAR SNlNCLL III -p' i j 5•GXPoSURE,ALL coKl"s WOVEN , O' i ' .._ I CLNTLR ON W/NOOI✓ R YS f I )y ! 7/RST FLOOR DECK \ ( 5 FIRST FL D a R DECK i F/NIIN LRADE REVISIONS: j .�-/o A./� ,A.� DIXfE-IAC rF/C COLYHNS 72"R DASE F/EST FLo4R RFui 7/Li W is6.WNDI.-_ /O"P SASE SECOND#TN)RD FLOOR,CLNTLR oN ®RYr.IS 7/l4 h1ST44 IWW}K.,:¢N AK _ CIL4MN$ OR LISTS A60✓E. SOUTH-WEST ELEVATION _ I - SCALE V4"-?-p.':: _ I I PROJ.NO..9 ' DESCRIPTION:aou—t.JEsr«EYArrow s.: SCALE: 4•,p_p"' '. DATE: ✓UUL a,,m" g AL/I I e V'4 EX F'Flep- TP-IH 5-r E,F-v I il 1-r:) A 5 A c,�4 1-15 t�-,rrs El .-rYPICAL �51!:CaNp r-Le"�;rz EAV5 Z73 S!mIL� F v5cf< �2a5 <-�J-,-JeZg FLJZr-,-47 -Lj-r 'rY'�' C-A!5- 7— COM r--EA 1,PF P i i SMITH RESIDENCE — OYSTER HARBORS, MA GENERAL NOTES: The drawing and all ideas.amargemems.' designs and plans indicated thereon or repre- !! - sented thereby are owned by and remain the '.. property of Doreve Nicholaet,Architect,Inc. No part thereof shall be utilized by any person, - firm or corporation for any purpose;except with - specific written permission of the firm Dore" Nicholaeff Architect,Inc.. Any errors or discrepancies on the drawings. shop drawings and details are to be bought to the attention of the Architect before the work has commenced. Dimensions are to be used and no,drawings - - are to be scaled. " Rcw[/1-L L=<ruuc PaDFrc£s wm. DETAIL yD. - DETAIL _ I `� � � rr7r.=:usnaDr rDYrraucr�eu s asa u+-T R XOLDwi .' y _k l AP 5 P Sr.-4 R TL � 4'LfTLRU RLD C[DAR"ROOF{TYFJ SLOPE 40"- ✓ A' DRYERS / $O✓YDPROOF I ' T,o.TXtRD FLOOR DLCR AufrDC I � ,' DETAlL /�+. r /\T/��/\ SLDP[DFLAfr[R TRAY. DOREVE NICHOL.AEFF - ARCHITECT, INC.: I ,. f 4G: iGYRYLD ILASTLR A4L. I - OSTERVILLE M APx y ] ru_ of SA.ru WXrrL iAR ' w�Ynor lur ; aeR SLIO/Y I ..: � w/X i _C - sIMC6 TREADS<RrSLRf W/ rAr ' ` � ' rv4 ou i rr[CXAurCAL Fr<[D j O - 'XMLWLLS-XAUDRIUL I rXllr£ ,/ SLor rY WALL VAr ,0 GMIETAKUM AF - T.O.SEGOYA FLOOR fKCK `I LL,441.l3' o/dOYUDIRO S[COUD SourJDPROOF SLfJYO FLOOR D£GR l s „ 1 I i :Pa t D✓nrarciw•LD. .~zv .Rrrxx •, „ .Ox dMIL Y+ILL l =f 6d.N�cED A .. T O.-FrROT FLOOR D[C+r /4 a r rAdareoow i � r YfOYEEbnORGi. REVISIONS - ZL,73.4' " COUL'ICET[FOYNOMTIOY LLDbL:iU/STLGCO/IY/LN j 'I O.'-Oz." :4"LOYCR[Tz SLRi IY OtADG RL/YFDRCLOW/L"YL"L+.W M ' EL,12.00' "DYER MP/rL.l'OLYLtNYLL✓6 YA+"OR OARRIL.R " ' T.O,SLA/ i ".icL.1.aOr '...<LOF[3LAa�'PLR FMr T�WOG 4ORr Lf DOORS .. ', ' — --- -- PROJ.NO is vs DESCRIPTION:ae,crac Iwo pt.0 K - woos SCALE: ye...P-o". ` SEC 1MN A DATE: .Juuc 2/,iML a SCALE V4• _ I SMITH RESIDENCE OYSTER HARBORS, AAA. TYruL tOOF cbusr[ucrrbu. GENERAL NOTES -ufTLxu kGo c[GAt JN UGLc rP i.ouG.KRP[cnoc Gux.I,6LULLMu \ The drawing and all ideas,arrangements, P✓[R c[Ona ekea�*„-✓.,.m ,Ur/A4c%rmca.r.ro \ oXL4 Soo rc oN fir'cox P:r✓000 CT�P.uuLcsr or,+e4✓rsc.,o+ro) \\ _ - designs and plans indicated thereon or repro- , PCR MLrc R s�Tix sented thereby are owned by and remain the •rwF r PRf HANUFACTUFJA aYDWLNS cORu_u/r—ou ecwRo propeM of Doreve Nicholaeff,Archhect,Inc. wsvLATION ax c:,uNGs A—..m_,.: \ No Pan thereof shall be utilized by any person, b,O`U 11 e1-S MANUFAcr RPM ARR-SGALJu 511-GS' - firm or corporation for any purpose:except with wroR.B 44 LRS T or--I L 1— - - specific written permission of the firm Doreve A .t'E a APCD S_A.La w`ACDU-`y'eA. GAL ANT - Nicholaeff Architect,Inc. R6 iTC ff"T FE E'FA.NL INTD✓G-k 15/OG r0 BC/4614 LIE WOYCN YEUTCD RIDCr£CAP CrYP) Any errors or discrepancies of the drawings, PLr-w eoxLC.Ik.-s cr-1-Ec F 1 aV r5_x,�e acALCD rus/DL shopdrawingsand details are to be brought c R1cT R .�CooRD..;Arz J�LCs Ox apzeS P64 AOROucre HLxr CONLRL rL uASH ' nns.PlriO• � ought W- s:areG f CbNY/N ARLA•s- L A 1, A ..c ir-1: L1 CILIA iU sTvecO.Oven 1A5OU91 the attention of the Architect before the work 'MA'✓FACTURES JPE� SOHOl,LL �� - has commenced. -. CAYI e.,vn'DER l2 5 F�L .hAX Ill CA AC-TY L OILx:Ax—A-1 TO HAVG rc'c.—.AGC POC R 3E Mi N, WOOD MOLD,NG \ 2!X101 A AT CE:uNGS Dimensions are to be used and no drawings, STR �\ are to be scaled. - lb".O<W/ 5 .OMB , - GN"fcA MOLD \ CourluvOUl SOvvrr VENT✓l-CO F--L ek.-1Nr RAP eR LU03 BLACK CTYPJ TYP THIRD FLOOR L M \\ U NL CO SCANPLA/N'SHA.rT roLUMu \ t 3%g'PiJUT H,cOL u/-IN✓lDTli r0`1LOTTo/! - - C.,O TOP _TYPICAL POST fAAIuuG CONSTRUCTrou: \ ls ST cAP: \ 5 ANL S[RILS Po1T B'S-1V P 'CAP'Ole.L"Xi'ALTUAL FINISNGC POST Snce -i H'PRCSSURG TRLATCF POST s1b"O.C, _ 1 TYPICAL CICLIUG CONSTRUC Il STOM MAHOGANY HOOD HAND)WL , I zJ"STRAPP/NG P ASTCR SK MCOAr D.J Y eLVCBOARD LIJLLSS -.. 2"x H•MAHDGAN.iOrTOH Rq:L 1 OTHrxI llE NOTCD UP—SH NG GD WALLS MATCH 3 ND SCRI[S cA TYP C.-iNTLR%.oR 4/A LL LOHST0.Uereol,l: - Te—AL LzrCRI-—"*IS- ECXC S 'CT \ y PLASTKR SKIMCOAT ON F"gLUGBOARD LNLC.55 ✓Lit TAFGRLD R'x c•P'xP r', L. C A Rf"LCK.NG RESsG r4 %It DX P WODDYC DUSM NG O , F6OiCL ciLUCr 11. 's PCR IiTLG,sNOTG"'151 NrG LAG COTLG W r?�OHNg OVGM kOOF I t ®' GrH<RWISG NOT<D HOLD1 N45 ' . 4C6 CR iMOLDINGS TO A�6.• O4,ZONTALI" - 1'. [C[DAR SN NLLcS S'EXv05URE . ..Ark lNF%LrRAr%O•DARAICR an/y"cDX PLVH O P[D h4irca 2z G'STUD WA�LLo 4"D,C. A.L LXrLRIaq cORN[RS WOY[HSHINiLLS Tanv cL,LrLb� ) EL 43.2re SHINGLED WALL.W/-' CURYEc � j y' -c—rC-el. `, 1' l' 6LIGNa.O.IUNLR f 1—K ParesG5 C I - //// Co a£K SCREEN f RA rCR TA 3H atl I'�I ',�II j I; clip p / 1 1 I` I I r¢ 'A,F I :.'I !, t l I PAIXAL SECOND FLOV NN j -TYPICAL SECOND GLOFA COLUMN ,/ j' I ',{• DlAtL•IAVFIC MANUFACTVR/H4 CD :. T,L THrk0 FLOOR DECX - TUSCA,PLAINSNAPTCo,_.uMN EL,j5.I7' i IJ/B P:IUTH COLD MN WIDTH to,sBDTTDHa"greP DOREVE NICHOIAEFF - ARCHITECT, INC. OSTERVILLE,MA. x[LH - - C URV[D PLASTER' ' � SHAFT F: .,NE OFWlUDOM'S Cf/R✓CD PLASTF�R WALL •. '� I CUR4C0 - !<rX D J _ wLL �I uoarl:.wxLL PLASTGR WALL fCURVL PLA ST6R 1.,. - -_ _ I :� SK DG I'FG'fl' ROOMI TO,SCCOUD FLOOR DECK LL. 2f./S JOUNOPROOP SLCOHO FLoo4 tlE<K SO UNDPRooF SCCOND FLOOR DOCK -' - _ i. AL1W,I]JyT.O r r. 4tax - - — 3Ou OP 00F wALL5 _ __ '.. PLEr 6111-d GLAL c rr CLHAN C P/ C ALOc ____ PLASTCR'WALL - .DOOR .WOOD"1111"7 SHAFT -- - tou:ucrw'rtr,tiRtwr£cT j,. 1 - ____ XL.14.50 , I '.¢OHANCR - souNDr[oOF. ' I • L- ..:. la.fa v T.O.FUD'I✓ALL ,. __ _�� j R�IKv.'s /"tavei.fM Aor DOLHi(A ArL _ T,O,FND.LLDGiC aLA► ALUL3TO FLANOSCAPC ARCI1?'ZCr t .. :=CL. 9•fO' - .. NC TSRRACC aY ------.----._-__----------- ---=--------- -- ------- ---- - ----------------=--- __�_.___--------- PROJ.NO. AfSD.S' - ^rrIeaL JceouD PLDDR Dfe,rr DESCRIPTION: - - S - ,� - Y4'TtG SuaiLOOR GLUfd< UA14.= SCL J-,RUCTURAL DRAW,HG5 . Trr/CAI.F/kar FL oOP.DECK: SCALE: Y". r'-+D•' '- 'TrG SUBFLODR GLUED JwILED 4 :SECTION B SrAU? C- L D AUCTION, s DATE:' ✓vuL 21.r"e, YP,rOUNDA ` PLR/MLTCR INSULATION JCE WSLILAI-ON A/OT95 AAOYE ' - SCALE Vt's r'v' pp I I A �3 j II _ I II ~ SMITH RESIDENCE OYSTER HARBORS, AAA. i GENERAL NOTES: The drawing and all ideas,arrangements, designs and plans indicated thereon or rapre- sented thereby are owned by and ramaintlte - property of Doreve Nicholaeff,Architect,Inc. No part thereof shall be utilized by any person, firm or corporation for any purpose:except with specific written permission of dte fret Doreve - Nicholaeff Architect Inc. Any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the Architect before the work has commenced. Dimensions are to be used and no drawings are to be scaled tOUIIRN wtl CLfL:N6 PROFILE{W— DETAIL ---------------- r•�.+^�s�"`_"`.--�-'_.- GOVCKrL✓afw ; � , 'GOOF CwINNEY -E I o✓<R Mn.30u RY ✓OLL GRADtI E0AR0/�l RL Te cRiwrC ® LLAGloA GC oIPRR✓/L'N�L FLAT w/YG I [Cf A✓ -DO"'I A— 7CR.r 6LE E ✓6?D oEi UP- /NSN:OECO F CEIL/N6 PROF/L[ ✓LSf[Ri.ARO CGa.R RPOc4 OPR 7"��.�..-- �w._'M-v_ _ I'j✓FA L RlRn' CG R<SA' 5 t-YP.) P-ti P_iUF/HC1` N/� tONL[4 u[O vA_LEv FLATNrr+G ®. I r. F/K G C GIX L - RCD DE7A/L i _ m I t _. ..PLDP�ASTGR-, I DE AIL RAY ✓ 11/^\1 !•YL'�{!EC'[AL GRA'4 P�ROGGYING ER I � �` "" ""_1J� PCRC7 Z'.0 PRGss✓RE TRL ATGD 5�-LCeGRS 0u " 'COX W/COVrINUOUs nE n6RANC ou JOisTS ' a� <✓R✓tDP AtTL4✓ALL I DOREVE NICHOLAEFF ` — ARCHITECT, INC. OSTERVILLE,MA. , 1 1 r oe ra IL MAR • M4 N AtR/WOOo 6Ro xi{D:'-. ,I I i J I L ' J I Nf✓Tr/ARu„rC r♦OwuER"� • I � ( I 'j oR �ST L NCARTN FLV ✓(FLOOR - .. } � i it I 1 I tu§rat t�Eoaooaa � aaRLfEtwv � � III {':_ .• I _ ! I - 'r.o.EZGouD FLoaRO[CK i - b I, r I - O✓NJIROOF st C—.FLOOf OGCK TL:25.15 I SO..uDPR OOF JLCOLo FLOOR OKK _ _ •"w S 1 I , �r • ( MASONRY PIRLPLACL✓/iRAVn'L/ �RVEO 1 FIX JLI YG FIY O A MARLL%CCr✓ .SURYOUL/O PLAST{E • F �r oa M �. y .LourELT w/ARLNir4rtPWUER WALL 'l - It - - q ✓ - ' o / �TINL MGRTN FLVfN Ly FLOOR REVISIONS:OIL T.o.TIRd ✓5 T rLOW GRLK ( ` A RN Him MJ so","L... l • _ LL'r4.20 L1ALL _ I ... '- wf(✓7/sL CKCQ,Rh iV'LMRMl3 RYJN y/Ls CXLY,XM 7^f AMMLC I i - FSurEN GRADE .. �. :CUXX ZY LAI;{tArC tRAUl i►ACL ZL /J 4DtrD6Z ARCN /LUEJrOYR f{RRAt [BAWL ZMG[ 4 , T.O./L DZO✓C - _- L.q A PROJ.NO. ?SOS _ __ MASTER OCOLOW� ____ _______.______._.____.______-___ .. ___ DESCRIPTION: SEC:TIaIlS TNRaV4N 'SCALE: .'-f•_eR DATE: ✓uQz 2,,nio � SECTION D- �FCTION C - ' ,.. SCALE VA":T-0" SCALE YA"= �14 r SMITH RESIDENCE OYSTER HARBORS, MA. i GENERAL NOTES: The drawing and all ideas,arrangements, designs and plans indicated thereon a repre- sented thereby are owned by and remain the property of Doreve Nicholaef,Architect Inc.- - No pan thereof shall be utilized by any person, - -.. - - - firm or corporation for any purpose:except with - - specific written permission of line firm Dona Nicholaeff Architect,Inc. Any effors or discrepancies on Me drawings, shop drawings and details are to be brought to the attention of the Architect before the work has commenced. Dimensions are to be used and no drewings are to be scaled. DETAIL \\\ TYPICAL ROOPL/NL Ru<RCTL WA,N I D ' —COLOR�u JruGGOOKt+NSONRY RDUND W TUJGAN COLUMN IJ/'ILINTN f sxArr ID v Dorron D•v reP CTr�foR ru/AD PL°e,tl [1111E,SNINOL[WALLRGAP I eue cDp A ruW LL- DETAIL DETAIL r,o,PLATC lie SLO�O P1,TCA TRAY<C1L/F,G ' I I I i js,a Tr FLOOR DLLK TO. w.RVGD PIAS✓•ct I, I f I f�I J/OL OKJTI,R _ it �.ca+rLD r� ••,r Ac"c�u�c•u 3-•ereeAcc i 4NN A,rLt� ..°-,N WA._ y0✓NDIRNPiNtr I PLAN +LS✓ru�ARCNIT[C _ ___ ! , DOREVE NICHOLAEFF ARCHITECT, INC. � - ! I ' 1 SOL JOPR00�SEGO.D/.00P OCCK O SLCOND fL OOR DLGC- LL.ZS.lS' OSTERVILLE,MA. P O Sec." LOOR DOCK -- - SOVN R f D OF 1 1------- ------ - -- _ I. 1 -G✓a t'LD CUSfOH NOu-LOAD JNPPOA"ub I 1 ={YW NWITC c✓4✓ED tLASTGR L/4LL� PLAJ rC FIUISN ALIGN SOI/RW�e CURVLP PLA JTGR aR,Acrc[r<P US ULT N.JARCNITCGT '� STDCRS/O OK O.DOOR IDACK iN -A.�L� O.uNIrC[uRa DYLANDSGIPG ARcN 11,1T I � ",4L II, IIaND. MNO ' 1 RA.Lt NLyGL3 � r10 oR OCGK 5'.D9✓DL[DUDGD aDRRD LL:ry,30' P# ILTCRLOCK To CRGTC_cv, I /'xD'pASLCTYP.)- AL/ON£,O IUu[R lOUTLR - I - - LL./V a.DAT/ON I.MLL G I 1 FIR Z 3 II D-✓YSr'ONL PAY/uG DY LA 4D-. JGPE ARGN?LCT r .:.. u uDSGAP[ARGH. T.O._x qv IOU LEDOL LRA✓L JAaCL DMWL JPAC[ LL:17.40' T.o,/10oD20N[ REVISIONS: :. A,a Ir I ..._ - . __._ —__.____._._____._.___.__._._____.___._._._.___._._._._._ -._ ..._ _.. -. � ®1(vJU 7/K NJTL.1(O-N t[7..._.__ '.. D£TAIL I _ SFCT10N F - SCALE V4"s T-D" PROJ.NO. nor _ --- - SCALE V4:T-0" DESCRIPTION: SCALE: DATE: vvxrLu.Rf7L -_._ s' j i I 1 SMITH RESIDENCE j OYSTER HARBORS, MA: .GENERAL NOTES: • The drawing and all.Ideas,arrangements designs and plans indicated thereon or repro- - sented thereby are owned by and remain the - property of Doreve Nicholae@.Architect,Im. No pan thereof shall be utilized by any person, firm or corporation for any purpose:except with - specific written permission of the firm Doreve Nicholaeff Architect.Inc. - Any errors or discrepancies on the drawings. - shop drawings and details are to be brought to the attention of the Architect before the work _ has commenced. Dimensions are to be used and no drawings _ are to be scaled. : aI /z - �- --- ------------------ DOREVE NICHOIAEFF i i I I ARCHITECT, INC. OSTERVILLE,MA, FriII I i , , , i I I .esecovox recc 1 i f mm toFrurn.woRxaK _ ! - -. r REVISIONS: �0� ©e✓su 7ft1 baa.M snWu/b Ir� - ®RYrfJ.7/LG 9rA„c MY 7.O..MXC 411CA4 RK DArCIC �" ' Y, 1100M { �' i "7'.0�MttY{MNIt AL JtOeM OLtK 1 -ZL:•JT4p•. _.. ;. - � A __.::._�_ �_ � LL:1200• - PROD.NO. DESCRIPTION:'-s cr,onl TNatouyN 1. .SCALE:-:y:'-P "._ g SECTION GECTiON H DATE. SCALE V4"=f-0" - • SCALE S4"=.f-A" _ -DOWN ANCHORS- _ SIMPSON HDBA W/ 7/6"XIB" ANCHOR BOLTS �.• -C� ID I THESE WALLS ARE RIND SHEAR 9'X 5-D" CONCRETE SMITH it COLUMNS. DOUBLE ALL OPENING FOUNDATION WALL W/ ail _ .Q--� ,..• I STUDS,PROVIDE 3-2•XB• COLUMN - I/2`XIG" ANCHOR HGLTS �J�j a� RESIDENCE BENEATH BEAMS ABOVE. INSTALL O B'-0• o.a.W/ 1SACH - - 1/2' CDX PLYWOOD ALL SURFACE TOP k BOTTOM/5 - BLOCK HORIZONTAL PANEL JOINTS . SOLID. FASTEN W 6d NAILS ST GRR HORIZONTAL BAR / 10"Yt 8" CONCRETE FOOTING SPACED 3•o.c.AROUND ALL OP W/2 EACH/5 HORIZONTAL PERIMETER BOUNDARY LEDGES,US BARS - I 30` o.c.FOR THE FIELD - b \ 45� II 45° \ GENERAL NOTES: I - - - — - - - - - a 1 — designs and plans Ilnd ideas, thereon orb J represented thereby are owned by and — n the property of Doreve N choloeff, \ rI DROP HALL APPROX. 18• c Architect,Inc. No port thereof shall be AT GARAGE FIAOR APRON - utilized by any person,firm or \ corporation for any purpose; except with. O� specific written permission of the firm \ \\ � Dore e N chol eff Architect, I \ f 1-7 - I.- I I I FURNACE CHIMEY FOOTING rs I-I j J Any erro or discrepancies on the 6` 4'-0" PLACED W/MAIN FLOOR SLAB drawings, shop drawings and details are \ H THICKEN TO 12" X 3'-e" X 3'-6• _ H to be brought to the attention of.the \ I I TO CONFORM TO LAYOUT I Architect before the work has A-18 I 6• CONCRETE SLAB ON I L A-18 commenced. COMPACTED GRANULAR FILL. PROVIDE 12"XI8" HAUNCHED Dimensions are to be.used and no \, drawings are to be scaled. y FOOTING BENEATH FRAMED _ i WALL ABOVE AND INSTALL "X 5'-9" CONCRETE A ROW OF 6" CONCRETE 8 c BLOCK TO FORM GAS CURB FOUNDATION BALL W✓' \ I I 1/2•x10` ANCHOR BOLTS cl O 8'-0" o.c.W/ 1 EACH \ - I TOP k BOTTOM5 HORIZONTAL BAR' \ 10'YI, CONCRETE FOOTING W/2 EACH/5 HORIZONTAL BARS 2. STRAIGHT STONE VENEER I \ - JOIST LEDGE FOUNDATION F WALL/FOOTING \A-1 SILL PLATES-HIGH2-2'x8" PT SYP. I \ [EDGE- 2-V%X4• PT SYP. l_ (. I2"XB'-e" CONCRETE FOUNDATION WALL WE 5•-9• CONCRETE W/ 1/2`X10" ANCHOR BOLTS O 6'-0• o.c. FOUNDATION WALL W/ \ _ W/ 1 EACH TOP k BOTTOM/5 I1/2"Y30• ANCHOR 1 BOLTS HORIZONTAL BAR O 6'-0" o.c.W/ EACH 30`X24" CONCRETE FOOTING W/ ATOP k BOTTOM/5 To J. :. 3 EACH/5 HORIZONTAL BARS. HORIZONTAL BAR I . RXTEND TOE TO OUTSIDE FROM 16"Xiif CONCRETE FOOTING - I TYPICAL TO 16•+ IW/2 EACH /5 HORIZONTAL G �� . -� — — — — — — — j .RADIUS STONE VENEER/JOIST LEDGE FOUNDATION 9•-y.. 2V-0' BARS A-1 ✓ A-IB WALL/FOOTING: \ '- 10'-0" 9'-0" 9'-0" SILL PIATES-HIGH 2-2•XW PT..SYP. 1-6" 34' ]EDGE 2-2"%4" PT SYP. 12"XB-6" CONCRETE FOUNDATION WALL W/I/ ANCHOR HOOTS O 66" a.a.EACH '- W/1 EACH TOP.kBOTTOM/5 HORIZONTAL BAR L—_1 L—J _J / VIBRATO PLATE 3 MEMBER FLUSH FLOOR BEAM STRAIGHT STONE - D RADIUS JOIST GE.FOUNDATION 9 EACH 1 31CX 9 1/2" LV.L. / COMP] .JOIST LEDGE FOUNDATI N J - ■ X WAIL/FOOTING: 1 MEMBERS FASTENED TOGETHER SLAB L WAIL FOOTING Q- D 14 �/. �,�fL — r — —'� c - / \ Sill.PLATES-BIG{2-2'X10" PT. SYP. W/2 ROWS OF 16d O 12" o.e. EQU TIO �L J SILL PLATES-ffiGH2-77W' PT 1". NYC�o w.i PT LEDGE-2-YX4" PT SYP. LEDGE 2-2"%4• SYP. OPENIN TO O B R A,p S., 12'_8" e'-B'. 3'-10 1/2 / \ 12r%8'-6• CON FOUNDATION WALL SAND / 12•XB'-e" CONCRETE FOUNDATION WALL W 1 DOREVE NICHOLAEFF p�r� — — — \W/ 1/zeta' eCrRC�¢TOER BOLTS o c-o .. BELOW / /2 x10 ANCHOR aotTs o 6-0 0.0 1 EACH TOP k BOTTOM/5 HORIZONTAL / W/ 1 EACH TOP k BOTTOM/6 Hill ( I HORIZONTAL CO BAR- / ARCHITECT INC. 10EACH CONCRETE FOOTING W DOUBLE COLUMN POINTS- 9 EACH/5 HORIZONTAL BARS. :SLAB \ PROVIDE SIMPSON ECCO 5 1/4" BUTT �j EXTEND TOE TO 07 FROM OSTERVILLE, MA+n.in I RQUAllZATION I WELDED TO MIDDLE OF INTERSECTED I ? TYPICAL TO IO"+ OPENING TO SIMPSON CCO 6 1/4' \ a:m a SAND PIIJ. 3 MEMBER FLUSH FLOOR BEAM - �� I \I W \ �' NQr I 3 EACH 1 3 4`X 9 1 2" L L _N \ I -- MEMBERS FASTENED TOGETHER Il\ wn.�IF W/2 ROWS OF IS¢, 12" o.c.� B B 9'-0" 9'-0 9'-0".. 9'-4" 11'-0" A-13 I I I I I I S SLAB I \ E110 QueLVATIo L �DOUBIE coLula+1�QINTs- L—J L—J L _1 \ _J' L J I (� OF M,4p \ 0 EP NING C PROVIDE SIMPSON yC�3�4` BUTT SAND FILL A_14 WELDED TO MIDDLE OF INTERSECTED BELOW SIMPSON CCO 5 1/ NOTE:-LOCATION OF THESE TWO C LUMN \ COLUMN-TS 9"%3"%1/4" P PRIMED. POINTS DEPENDENT UPON I:OCATIO'OF I- - CAPOS-SIIBSONCC05-1/4' COUP"LOADS FROM FLOOR PO ABOVE I I UM T. VARN s `°.. \ STEEL W/2PLATES EACH L/DIA. SteB PPLAACCEECLEAN,W/Atm FILL PHILBROOK ..I EQUALIZATION CLEAN SAND / \ OP ING TO I LIED THI2U QUIX OPENING TO VIBRATORY O \PLACE W/ \ \ \ I SAND FILL / MECHAI` POUNDeTION WALL vIBRATORY/ / 8QU TION _��� DA1g1IC BELOW FO 5'-9" CON \ LLL I 7 He" CONCRETE FOOTING / / / PLATE C„� XQ c No. 30633= 1/2•X10" ANCHOR B IS \ \ / �LLL - W/4`EACH/S.TURNED UP -COMPACTOR o.c.W/ I Es \ ACTOR COLIIMN-TS 5X3"%1/4 S FILL F -I F_ 7 SHEAR DOWELS. WELD ALL TOP kBOTTOM/S \ j ' SHOP PRIMED. 6F•W _ _ _ _._ _i _L _ _ _. I 'COLUIIN CAP k HASEPLATE HORIZONTAL BAR CAPS-SLMPSON CC05-1/4" CONNSCTTON6 / / 8`X 5'-C CONCRETE 10"x18" CONCRETE FOOTING \ / BASE PLATES- 1/Z'X4`XB" I I I {UPON C01e6ON OF.WELDING FOUNDATION WAIL W/ '' V W/2 EACH/5 HORIZONTAL STEEL W/2 EACH 1/2"Ail L J. I L ALL EXPOSED 1�TAL TO RELIEVE I/7X16" ANCHOR BOLTS �� BARS \ \� - DRILLED THEE QUM ONE COAT OF MARINE DUTY / / / O 8'-0• O.C. W/ L EACH - / ANCHOR BOLTS � °��. RADIUS JOIST LEDGE FOUNDATION ENAMEL PAINT) \ / / TOP&BOTTOMHORIZONTAL BAR/5 REVISIONS: I \ 12•%3C CONCRETE 40TING WALL/FOOTING: W/4 EACH/5�RIRNSD-UP \ / /. 10'X18" CONCRETE FOOTING SHEAR DOWELS. WELD ALL BILL PLATES-HIGH 2-2'%10' PT.SYP. DOUBLE COLUMN POINT\ a W/2 EACH /5 HORIZONTAL r\ \ COLUMN CAP/dc BASEPLATE / ]EDGE 2-2•%N BETESYP.FOUNDATION 3 MEMBER FLUSH PU10R HEAL PROVIDE SIMPSON ECCO 6,,1I/4" BUTT /. / j BOBS CONNECTIONS 12"%e'-6" CONCRETE FOUNDATION WALL 3 EACH 1 3/4`1 9 1/2" L.V.L WELDED TO MIDDLE OF INTBIttSEC'1'IID (UPON C LETTON OF WELDING W/ 1/2"XIO"-ANCHOR BOLTS O E'-0• o.c. ( yyYYPP / W 1 EACH TOP&BOTTOM/5 HORIZONTAL _ MEI®ERS FASTENED TOGETHER 1 31YPSON CCO S 1/4• ALL EXPOSED METAL TO RECIEVI / W/2 ROWS OF 16d O 1Z" o.c. 1 \ ONE,BOAT OF MARINE DUTY / / \ \ BAR W/ 9 2" YEL - - -- \ \ENA PAINT) \ / / E �_ I I I I I L / j RADIUS JOIST[EDGE FOUNDATION \ / /. ( :. / / / NOTE: PROJ. N0. 9505 WALL FOOTING: SILL PLATES-HIGH 2-27XIT PT.SYP. r / 17'-9 1 r / 7 DESCRIPTION / / TOP OF FOUNDATION WALL E =13.T I LEDGE z-z'z4• PT SYP. °: � / STRAIGHT sroxa Vffi'r�t / / o iZX6'-e' CONCRETE FOUNDATION WALL C \° \ \ / / CLEAN,SAND / ; I JOIST LEDGE FOUNDATION i / / � TOP OF FLOODPROOFING/FOUNDA j W/ 1/2"xI0" ANCHOR BOLTS O Ill o.c. \/ PLACE W/ ;� I WALL/FOOTING I R/1 EACH TOP k BOTTOM/5 HOffiZONT A-1 / VIBRATORY 6 I HILL PLATES-EIGH2-z"ffi PT SIP. '' / / / LEDGE ELEV.=12.9' FOUNDATION:PLAN BAR PLATE LEDGE- 2-rY4" PT SYP.- r / j TOP OF FLOODZONE (A13 V.=12' COMPACTOR / 72"X6'-6• CONCRETE FOUNDATION WAIL / ' / W/ 1/rY10 ANCHOR BOLTS O 6•-0 o.a. j / F TOP OF CRAWL DUST CAP SCALE: AS SHOWN �. / l W/ 1 EACH TOP k BOTTOM/5 / / \ HORIZONTAL BAR / / A-15 DATE: JUNE'21, 1996 \. I0"X24" CONCRETE FOOTING W/ i \ \ j / •' I) \ 3 EACH/5 HORIZONTAL BARS. 0 EXTEND TOE TO OUTSIDE PROP j / j \ / A-1 %8-7 CONCRETE \ TYPICAL to 10`+ - / FOUNDATION WAIL W/ ' 1/2"X30" ANCHOR BOLTS 8'-0' W/1 EACHS - 11 � i 9 TOP k BOTTOM/5 / I HORIZONTAL BAR 10`Y18` CONCRETE FOOTING A 12 I. W/2 EACH/5 HORIZONTAL - .. ]CARS 5'-Sr 6-6' 2'-9" 4_0 FOUNDATION PLAN scArF: 11,C 1,_0.' a'-0 26-0" a'-o A - A-12 I 1 j O. � - ❑ El �i SMITH I I I RESIDENCE � I II II I I I II II I i GENERAL NOTES: or The drawing and all ideas, arrangements, o' designs and plans indicated thereon or cl - represented therebyand remain theproperty of Doreve Ncholoeff, / \ o Architect, Inc. No port thereof shall be utilized by any rson. firm or pe corporation for y purpose; except with \ O/I specific written permission of the firm \ / Doreve Nicholoeff Architect, Inc. 4•_0.. Any error or discrepancies on the. drawings, shop drawngs d details are H to be brought to the.attention of the H Architect before the work has A-18 A-IB commenced. Dimensions are to be used and no drawings are to be scaled. ' F A-15 I E. A-IS G RADIUS HAND JOIST BAND JOISTS- 1'K9 1/Y - 8 LAYERS OF FORMED, GLUED, GRADE ,� OSB RIM BOARD _ I I ( ( \. I CI -16 SCREWED FORMED. GLUED.AND \ -4 SCREWED TO CREATE LAMINATED . BEAM. MEMBER TO BE 9I�Y DEEP / STAGGER BUTT JOINTS4'-0 1'-''0 ADJACENT LAYERS. 6• 6... ` o A-1 - - o _ m i z I� H w o; I -� OF DOREVE NICHOLAEFF Z '� �� A �� T. VARNUM GR. ARCHITECT, INC. ° z a 4`► lea�� er o CTI N- AN LED ER o N- = N N ss 5i o. c •� "� OSTERVILLE, MA ON s (L� 10 / So (L) 19 „ w p z PHILBROOK H o ►4� Lf / x A MECHIlNICAL u No. 30650 D ICA D 1/ T /25 J STS D ICA D I/ T /25 P aim ER P 0 S ♦ ND D B 10, wren r� - / B FGI o I /4�J94 I ) w I PI M Z n w o m ti x h ze'. \ / RADIUS BAND JOIST- y, p, airs 8 LAYERS OF 1/r U/L GRADE PLYWOOD FORMED, GLUED,AND I w I 5 U z m M vi w m �.'� / BEAM.fED TO CREATE LAMINATED = I f m �c c o �.. w o m mo BEAM..MEMBII2 TO HE 9 1/2'...Dffi \ / a (I m e o S m m STAGGER BUTT IOTROM 4'- . / ` m X ADJACENT LAYERS.. �/� REVISIONS: / � I 5 NOTE: FIRST FLOOR JOISTS-1 3/4" X 9 1/2" TJI/25SP \ / ® 16' o.c. W/ 3/4" APA RATED STURD-I—FLOR — 20". GLUED & NAILED W/ 10d NAILS. PROVIDE SIMPSON ITT9.5 TOP MOUNT HANGERS UNLESS OTHERWISE NOTED, NO STIFFNERS ARE -9 1 2 REQUIRED. PROJ. NO. 9505 cC, DESCRIPTION A-14 / ° I / FIRST FLOOR FRAMING PLAN \ E F SCALE: AS SHOWN \ A-15 DATE: JUNE 21, 1996 IA ' h f 2 FIRST FLOOR FRAMING PLAN ZtDN= - 9 1 2' T][ 155P O 16' o CONTINUOUS BAND HEADER SUPPORT COLUMNS- 4"X4" pl OR ' A-1 2 EACH 1 3/4"X9 1/r L.V.L BTR HEM-FIR.. SOLID BLOCK TO MEMBERS GLUE/NAILED TOGETHER GIRT OR FOUNDATION SIIL3 BELOW SMITH I RESIDENCE \--GARAGX CEILING FLUM B w 4X3 W/ZXW RPPEDTO FIT SI E LIDGEIS, BOL LE G TI RU rEB / i 2' Ak. CARRIAISE EOLTS STAIGER . S A 16" o..W/ TOP & -I BOTTOM E BOLTS. -, EL SUPPORT COL N L0 G S AN S: Lo 10 XB" OP HO OM 3"X B'X5' SQL E S II TOP B TTO H IN N/ N SLUE PER A AC D p TE O. CTI NS 1 D B LTS STA ER SPA ED o 3 CH 13 4"X 1/ L. .L. EYB S F D W 2 ow of sa GENERAL NOTES: ® r The drawing and all ideas,arrangements, -./ designs and plans indicated thereon or UH r 6" C% c'• represented the thereby ore owned by and -Y- property of Doreve Nicholaeff, j - Architect, Inc. No part thereof shall be . of c /, - utilized by any person, firm or O _� spec f ritten permission of the firm - corporation for any purpose; except with F v "'c� Doreve Nicholaeff Architect,Inc. V F, Y Any errors or discrepancies on the to brought to the drawings the re b Imo -i Architect before the work has H commenced. A-18 "`�k oaai A-18 Dimensions are to be used and no drawings are to be scaled. RADIUS HEADER-8 LAYERS OF 9 8' WALL FLOOR TIUMMERS- a o E-H o / m DROPPED DECK JOISTS- UL GRADE PLYWOOD FORMED GLUED COMPANIONED TO 14" TJI/25SP I---� 1 2"%10' PT STOCK O 16" - AND SCREWED TO CREATE LAMINATED ! j BEAM. MEMBER TO DEEP. NOTES j STAGGER BUTT JOINTS 4'-0" ADJACENT LAYERS AND EXTEND .. FLUSH DOUBLE JOIST RANGER- ICI - LAMINATED TOP PLATE ler BEYOND EACH END. ___ 7 0' SUPPORT COLUMNS-4'X4' /1 OR BIT GEM-FIR SET INSIDE WOOD 1 ED PORTIONS- BUILD-UP DECORATIVE COLUMNS. TOP CONNECTION FLOOR TO PATCH 14" T71 DEPTHS RADIUS HEADER-8 LAYERS OF 3/8" (TO RADIUS HEADER TO BE W/- "� BEDROOM OR HEADER- . UL GRADE PLYWOOD FORMED GLUED SIMPSON AC4 POST CAPS. BOTTOM / AND SCREWED TO CREATE LAMINATED CONNECTION TO THE RADIUS BAND i 2 EACH 1 3/4"X14"L.Y.L. JOIST TO BE MADE W/SIMPSON LTS12 FASTENED CETHER W/ / BEAM. MEMBER TO BE B" DEEP.. - TWIST STRAPS FR0.2 RQ- STAGGER BUTT JOINTS 4'-0" ADJACENT LAYERS AND EXTEND - A-15 . OUTER ME R TO SPAN - ' LAMINATED TOP PLATE 16' BEYOND LONG SPAN HEADERS: ADJAC WALLS FOR / / v� EACH END. wOX10 w/7X6' TOP AND BOTTOM / //r• NAILING SLEEPERS ATTACHED W/ E 1/P' DIA- BOLTS STAGGER SPACED SUPPORT COLUMNS-4"X4 p1 OR SHORT-SPAN HEADERS: A-15 3ro.c. OR UBLE, .JACK STUDS BTR GEM-FIR SET INSIDE WOOD. 9 EACH 'Xe" W/PLY1fD.. 3 EACH 1 3/4"X9 1/2" LV.L MEMBERS DECORATIVE COLUMNS. TOP CONNECTION * FASTENED w 2 Rows OF led NALS G (TO RADIUS HEADER TO BE W/ FLITCH PLATES O 12' o.a. / A_16 / S OR11 2g ERS SIMPSON AC4 POST CAPS. BOTTOM �./ 21•_0... .j 9 EACH 2"Rlfi'W/PLYWD, CONNECTION TO THE RADIUS BAND I . JOIST TO HE MADE W/SIMPSON LTS12 3._O. - SUPPORT COLUMNS f. / FASTEN STEELS TWIST STRAPS 3'-0 /2'- 3'-0' I RADIUS BAND JOIST- 6 LAYERS OF /' - 1/4' U L GRADE PLYWOOD FORMED 1/r DMA.THRU LTSI OLID GLUED,AND SCREWED TO CREATE BLOCK COLUMN 0 FO ATION I m LAMINATED BEAM. MEMBER TO BE - - �I 14" DEEP. STAGGER BUTT JOINTS 4'-O' ADJACENT LAYERS AND . EXTEND LAMINATED TOP PLATE'S - - 16' BEYOND.EACH A°14 DOREVE NICHOLAEFF 10, 10 %\y. / �� j I ,FED S AIR E o>a� v ARCHITECT, MA INC: • CAN1'I�.SV$RE o 'SUPPORTTTE \ o MEMBER.4: ENDS HO SUE�OR'FS QiD POSTS. 0 L J�YNS- %3'XI 4" TSB' / /, ,✓;' \ 0 JO OLTOM a. 4 S -TOP V 1 4 X oUAeE .. i m S )B 1 OR C L 3/'Xl T. 25 N� 1 BARING PIATES`wEID ALL ONNECTION31, './/, / /• / is 1 1 o.c Y- SO B CK 0 I teE V l � �, HvF, C G R F UND T70 B w I � � �!,� ✓ / / /.. B ����� -14 �r o ��� or NA Mo NCH SIDE B % 'i✓: G I RADIUS HAND MOIST \., YE \ 0 R E � OME CO CTI S /// - I _ S - r a+ ,�/ 1/4 L SH tT- AA` S: TO AND OIT S T, VAR"- (� j OF 1/4" U/L GRADE YWO \� / \ \ C AN L.ES W/ 3 C CH Xt' W/� L `.\ � P RA N ' /' SHADED PORTIONS-BUILD-UP � F.1L"{L`BROOK -'4 I \ \ rL ANG JOI. 2 OLT 0 D ICA D JI T J o LD 0 RSE C Y FLOOR TO PATCH 14' TJI DEPTHS zN FORMED,GLUED,AND D q TO CREATE IAYL':ATED AY. \ \. G - S ON % (3 D ,A 5 J ST E TH F ES. B HA O MECHANICAL ' YF.YBER TO BE 8 1/, P / \ (L li w/ /A i UStN G %o B TED D C V NQ, 'AnA90 STAGGER BUTT JOINTS / w S 14 4"X" / OR BTR GLE TTA / i ADJACENT LAYERS AND, / \ 1 4'X O" 126SP ' JL J F N. FRO o - ! 1 LAMINATED TOP PLATE ' �\ _ _ A r t - b I c U OL SO m RUN-BACK DECK/FLOOR JOISTS- C Le BE BEYOND EACH END\ \ ! o" /' / /✓ / :i' B K FO ON Z 9 i/r,TJl/15SP O 18" 1 DROPPEDDEC%IOISTS \ / UG 70 S P S m ATT S TO pn�J1Al �w rYiO' PT STOCK O 16' o.c� WALL 0 RS- // i/ -jWE B W/ 1/4' EL GLES fV7\A�" 1 3 4 4' L. .L. ER C % N R E,a; LTC NS /4" BEDROOM FLOOR HEADER- FLUSH DECK dOLST E C D 14 JI/2 I:� VE p •/ / '�' 1C 3 4' ".L .L.. 4 ER •T p / S 8 AS ). 2 EACH 1 3/4'X14"LV.L SIYI+SON I,U5210 \. GL AND LAW TARO WL F LAW I o. a. YEIBERS GLUED AND \ OT8 I ED 9 IONS-B - s P CO S 4'X4' /1 0 3~RROOWSE OF TOGETHER ed Olro o. `r J v� I `� REVISIONS: FLOOR + 4' J —— i BTR Y- CK \/ OUTER MEMBER TO SPAN 1 R -BACK D CK 0 G OR OUN ION Low TO ADJACENT WALLS FOR r\ 9 1 r /1 1 0., _ �' \ A-5 6 0 3 4 6' 0 T ATT CB B / /�/� 3/4"R 9 PO L.V2 CH fiRS DEFLECTION CONTROL ER 8 B LT i U B L IONS I '. / -� 21UE S U i8d R DOUBLE 2"X6" JACK STUDS \ 6W DOIIBI.fi r%e" JA 3fLJD5 / ULJ E S. OL LED O (FLU DUB JO G ) I / / / %' FLUSH DOUBLE JOIST HANGER- DOUBLE 1 r U. GE I. i i / / FL JO GER PO OL S- TS A ER A e" / " "o.c. SON U41 -,� "%, SIMPSON U414 I MEDIUM SPAN ILEA)>E ' IUTl gg' pR _ TO k 0 Y TEE I" r / / WAIL FLOOR TRD[IMEMB 9 EACH 1 9/4'X 7 1/r L.Vb 'TT B DO IB JA S` I / // 1 9 4 X14 L.V1, MEMBER MEMBERS FASTENBD W/�l ROWS B TO 0 W/ !j' // // COMPAMONED TO 14' TJI/25SP OF IBd NODS O IS' o.c.\ / / / / GLUE AND FASTEN LAW MFG. r DCOL TOOL ox BED oo R - I /i /, ' NOTES PROJ. NO. 9505 z CH 3/"XI"LV. , DESCRIPTION WON 3EHJb\o u BE I F txTLT I \ ti ER I o RADIUS HEADER- lr LAYERS OF 1/4' U/L 3RWS F7 d 1r .c. 0 SP I SCREWED TO CREATE LAMINATED BEAM.C CONTINUOUS IDY JOISTS TO HE I SRAD PO DNS H UP` GRADE PLYWOOD FORMED, GLUED,AND SECOND FLOOR xc Ax LDtS FRAMING PLAN I - A-14 \, \ BXI / 6' T 1 1/4"E9 I/r P.S.L.STOCK TO A ENT W R OR 0 MA H 1 TJI MEMBER TO BE 14' DEEP. STAGGER I \ N G S EPE ATT / I D N 0 OIL I AND EXTEND LAMINATED TOP PLATE - \ 1 D BOL STA BUTT JOINTS 40" ADJACENT LAYERS S D MEDIUM SPAN HP.ADERS: `\ EACH 1 3/4'X 7 1/r.LV.L SEA ER O -S%A P T CO S 4'X4 i 0 F 16' BEYOND EACH END. SCALE: AS SHOWN 1 4 i/ T — -FIR. so BIA To A-15 DATE: JUNE 21, 1996 CONTINUOUS HIM YQIS15 TO BE S 1 4'%9 MIE ERS MEN FASTENED W/2 ROWS GL TO R W \ G OR UND ON w t 1/4" X 14" P.S.L\SfOCK F /2 S Bd N OF 16d NAILS O lr o.c. 2 s OP Bd AILS \ I RADIUS HEADER- B LAYERS OF 3/Ir UL GRADE PLYWOOD FORMED GLUED DO r ]A S — SP \ AND SCREWED TO CREATE LAMINATED D 1 9 4" 4' /2 SP A-14 O SUPPORT COLUMNS-4'X4" #1 OR BEAM. MEMBER TO BE e' DEEP. STAGGER BUTT JOINTS 4'-D' j D CO GEM-FIR SET RATIVE COLUI[NSSIDTOPOCONNECTION ADJACENT LAYERS AND EXTEND. DECK HEADERS-2 EACH A IACHIN 6ND TOP PLATE IS" BEYOND 1 3/4"X7 1/2'LV.L.MEMBERS ?- - SHADED PORTIONS-BUILD-UP (TO RADIUS HEADER TO BE w/ w/2 ROWS OF 16d NAILS O "B•. �/. \, A-12 FLOOR TO PATCH 14" TJI DEPTHS CONNECTIONSIMPSON 4TOOTHE RADIUS HAND ST C S. BOTTOM 1r a.a. / S - 3 JOIST TO BE MADE W/SIMPSON LTS12 TWIST STRAPS SECOND FLOOR FRAMING PLAN SCALE: 1/C = 1'-0" a � 4, A ll MAKE CURVED JOIST FOX HEADER A-12 r W/ 1 11C X it 7/8" P.S.L — MEMBERS, WHERE BROKEN ,Q SPLICE OVER WINDOW JACSMITH BELOW SE 0 FLO R SMITH y94 TO &O OM. SO XF1 C RE W RIG DN GL E ! RESIDENCE NAIL ¢ rXIOr`:RAFTERS O 18" o.c: W/RAISED r X8" CEILING x%x G JOISTS FORMING TRAY CEILING. j' K CONNECT'THE RAFTER TAUS _ '_ s SM SATESON & CLIPPERS W/ e'd c t o e C. /,,�; GOtiOG 19 WOO OW C z..2 j x a NOTE: POCKET DOOR HEADER o' 4 G \ �. F Y •y NNEF 2 xxB' x/rXS1 GENERAL NOTES: BLACKING TOP AND Q3" The drown and all ideas, arrangements, BOTTOM 9 rrangemcn O 4 designs and plans ndcated thereon or represented thereby are owned by and GW o' •p remain property the PertY 0 of Doreve Nichol eff i Arch,tect, Inc. pNo ension part thereof shall be utilized b on arson firm r Y o � O G Y P :,.`�W$ O 5q •Z / - _ corporation for any.purpose except with 4 O � specific written Per mssi of firm Doeve NicholoeH Architect,Inc. � t 'C O,' I PLYWOOD IN SAADED PORTION TO HE ONE } O.Y / 04' CONTINUOUS RIM JOISTS TO BE o PIECESHOW RUN BACK AS p O G �/ / 1 1/4" R 11 7/8" P.S.L.P.S. STOCK V w Any ors or discrepancies es on the to be V t� � <� / 40 SHOWN � O � G ��' I 1'-D I z � - drawings,shop drawings and details are to I. H Architect obefotre thew attention has of the f commenced. work � I, Dimensions r drawings are to the s o be used and no scaled. DEC%FLOOR JOISTS TO BE O G 0 11 7/8" TJI/15SP O 18" o.c. ! Coi fuss IN—FILL HIGH C JOISTS' 12-0" 2'—e" 2"X8" O 16` o CEILING JOISTS-xXIO" O 16" o.c. ! CONTINUE THRU TO FORM DECK FLOOR AT THESE LOCATIONS. THIS DORMER UNIT IS; AY-ON ROOF RAFTERS CROSS THRU AND g ! — AND is CONSTRUCTED- rXe" LAND ON LOWER BEARING WALLS A-1 — . MAKE CURVED JOIST BOX FADER IN-FILL HIGH CEILI�G JOISTS W/ 1 1/4" X 11 7/8- P.S.L xX6" O IB" O.C. li -- x lr -- MEMBERS,WHERE BROKEN PROVIDE JOIST HEADER A7 HEIGHT TRAN . 1 BSIP CE ELOW OVER WINDOW JACKS ONE. USE W CONTINUOUS RIM JOISTS TO BE DOUBLE MEMBER WEff NOTED D e G 11/4" X 11 7/0" P.S.L. STOCK L•� I OBSERVATORY FLOOR FRAMING PLAN / ! - o G SCALE: 1/4" = 1,_0„ A_18 CIRCULAR ROOF FRAMINGo- ..'e12'4Y p;0 xX10" RAFTERS* 18" .c. SUPPORT COLUMN- 4"X4" M1 OR BTR HEM-FIR E q'• �v� CAS GER 5 D R D W 1/" 'L W/xX8" CEILING JOUSTS SET INSIDE WOOD DECORATIVE C _ /4S'C, S. AO I / FORMING ALL FLAT CEILINGS TOP CONNECTION(TO RADNS R yJo O O b QU T P TT P TE LD LA TES I FLUSH FRAME TILE.RAFTERS SIMPSON AC4 POST CAPS ice ' y INTO THE RADIUS HEADER — TT g O �9. D. RO EFIT UC l ABOVE AND CLIP TO THE TOP AND J MST 0 E S S 'SWO W 1 4 / R PP/N D OG 1 3 W/2 R WS F OF THE WINDOW CURTAIN WALL / / i�. _ 4¢ -t 4 /i ERS GLL �) W/SLMPSON H2.5 ANCHORS /;x\ — O $O V'�WWO x DMA. CR GE BOL TIO S E / EA STS- RADIUS HEADER- �- / }��• s•CR ,P pB,/• ACEILING T THESEOLOCA TO FW'ORY li mAOR DOREVE NICHOLAEFF OF 1/4" UL AT THESE LOCATIONS. NU FORMED, G ER FLUED J ANDg SED CE G UPP RT 4 ,.`,. •� / oa S�.TC,�0+�,� SrO LANDROOF RAFTERS CROSS THRU nip A ARCHITECT, INC. _ TO CREATE ,BEAM. H E 2 XI sP d' LAND ON LOWER BEARING W OSTERVILLE, MA MEMBER TO H Ir M SC%�,'o�a ADJACENT AS I i ti fy° c�SdC��t(D�2+• I IA 1 LAMINATED WIC TE 18" '-1 x Ix RID ® 4•'�t "?+d 4�d Ili BEYOND EA H xO R 5 FE Tb F qw s °q0 lTs B Q U A ¢ O' R►D W49 , S d F I O C :m, F O xx HIP CEILING JO S-rx10" O 16" o.c. TO FORM DECK F1A AT THESE CATIONS. ROOF CROSS THRU AND LAND ON R BEARING WALLS IN-STANDARD R G- F ' C'�}tp x%o SO6' oCe�.�G ,tvt.� �� TSB X 5PXR1 4� 4.5 xX10" O o.c. BARREL VAULT SQUARE TOP AND TTOM 2"Xi O" CEILIN JOi P� l `V Q O �.o HEARING PLATES. FORTING ALL T\C CS _ "� /. _. % 1� OO.C` 1lELD ALL CONINE .RADIUS HEADER- ' OF 3/8" U/L GRAD I FORMED.GLUED, k TO CREATE hAM. B `� `�; PW V $ 'I.•U-I� '� 4�' b,y�.�� ✓ 4_ l MEMBER TO HE 8" DE \ O�GS H �•° G 'L}4 4��! STAGGER BUTT JOINTS ADJACENT LAYERS LAMINATED TOP PLATE 16" 0bd, EACH MIND xxl c IN-FRL Now cEln+cs - - sbF° �aQ1 To, i9 e REVISIONS: LAMINATED TOP PLATE MADE W, Qi xx4' O 16 ALL Bo.a. GdC!°t Fed F / �t oWW 2 LAYERS OF 3/4" PLYWOOD. l.+C° ''I�Chscad'Jj�a 4 BY 4 UT SPLICES TO BE TIE IG A / Q W �- •. d,^d1?olio To d° p C BE CONTINUOUS OVER TOP BEAM 0 4, STANDARD ROOF FRAMING- ,^ip Q �;t, Ur . .d.F / 9 E xxt0' RAFTERS O 18" o.e. ar'wdd SLEEPER k RADIUS HEADER F or G}1 A-IV xX10" CEILING JOISTS ,O END BEAK/SIDE HEAP ! - 1 FORMING ALL FLAT CEILINGS CORNER CONNECTION DFfAM FNO,- IOUDooR HEADER `� W°Wq G ° 4 T.VARNUxWxxs \ �y�� PILBOKLI�G TOP.AND �\ G~ d MECHANICAL cn ! 0691 ta, PROD: 9505o. 3 DESCRIPTION c ROOF/THIRD FLOO R A-14 IONAL F'� FRAMING PLAN CEILINGJOISTS-xXtO" O IB" O.C. '\ N TIN UE THIRD TO FORM DECK FLo -SCALE: AS SHOWN STANDARD ROOF FRAMING THESE LOCATIONS. F :. xX10" RAFTERS ® 18" o.c. /. j }~ OF RAFTERS CROSS TURD AND A-15 i-- .DATE: JUNE 21, 1996 xX10" CEILING JOISTS / .( I ON LOWER BEARING WALLS `Q FORMING ALL FLAT CEILINGS d Nl \ o / D _ S - 4 ROOF FRAMING PLAN SCALE: 1/47 = 1'-0" l r f ASSESSORS REF.: ` Mop 71, Parcels 11-11, 12 & 13 z DGE OF SALT MARSH \ ms -- - ,, OVERLAY DISTRICT: �` ` �o -----o------ - _ - - — Aquifer Protection District • z ar >�s o o _ __--- AP A t�� r As Shown on Plan Entitled Lo us ,.a —J - - �� ` "Revised Groundwater Protection � 1 Overlay Districts - April, 1993 r 1 - - ^_ D Lbw _ N - DGE-O -SALT MAR ` y--`~ ` ^ -0 - - ------ ----- -- " / ------ r•`` 16 U , , FLOOD ZONE _ r ''--®`----------------may '�` - X _ i�.i~ � .a . ,.. -. ,p � If Zone A14 el 12 & V17 e 4 -r r -- - - -- w Community Panel No. - �' ` •� - Yr ^ .- Ju ly 2, 1992 - -_.- LOMR - :, ------ Scale: - _ ,, `�° LOCATIONMA � _yy ' Dated M 1 - - y _ Q - ;�'y�l+ • - - --- ---_ - ` 200 / ( DGE OF LAV`dN - --- ` ' EDGE OF SALT ^ - i NSR _ - FLAGGED BY ER _ 3 _ s � , _ ..- + OP OF EXISTING WALL ' I -- -- -- — _---_____+ --- ---- r kGE OF SALT MARSH _____---- - = - - , '', 8 ► AS FLAGGED BY ENSR 1 >>--?r` - -- - _ -- -'f 4 Yy i� - FLOOD / AUGUST 2003 - /; ; • -• • , - w • + lzza GtS MAP DIGITZED FROM `> • 2.2 r 9 r #71 & FIR/ 1 1 c� M COMMUNITY �k PANEL No.250001 0018D `. ' ' v R ' r 6.50 EVISE LOM ♦ , , - �; �Q,+ _ `\ '\ DATED 01R709 - GARAGE FF ,� ,, MAY REFLECT T ,�U► , ,�+ • / E6.5° 5�+,;y_, , ROADWAYS,WATERLINES AND EXISTING � � .�q r s.00 > ,BUILDINGS LOCATION USED AS ORIENTATION ', ORIE TION FUTURE GUEST HOUSE ! �♦ {R 1 ALREADY RECEIVED CONCOMX PPROVAL) PROPOSFb pI / Ci� s / ♦ j 6 (CONCRETE PAV�RSON VEL) ! P , ``� ♦' ,' f r FIRST FL.FFE 1T 90__ ilk I ' O! i G r— { r' i p�R 6.50 _ — — _ I �� , ` EXISTING SINGLE FAMILY DWELLING �'' i t ' / ♦ 6 _ p'I ' �ATIOiV;, FFE 14.3 - _ r <,, ', t 1 Ott BS 1'1:4 \\, d r Ilex glabra (9) '� - 1425'I _ 1' teG } , i ' •% Oph ra japonica(10) �' 1200 low 14.00 , ^ 4 1 / , , 1 I / • CJ , ♦ • I ♦ > , 1 EXISTING VL Y, , l , o> �► I ' . . 4 , 1 r / �♦ ♦ f, I '♦♦ 7f 10 EXISTING STONE PAM, PROPOS D GRAVEL C�RIVEINAY 6 --- y / n EIR EXISTING STONE PATIO ; r i TW 9.75 / ! r ? ��• i �' / r • - - -="_ - f'♦ - `\ �+ 'i ! � `>- _ 11 .� � � _, '' '� 1. ` � ' /' ' • \ \\ if EX TING GRAVEL Y a r i tK ♦ �� .COASTAL BANK • ! ;`, �i \ BY T OEFIN1T1 ! `. OWN ON '� , `, ` / ,�' :-c` - - ., ; OASTAL BANK ;,' ,, •-. 7 , _ \ 'SATDEFINITION ' - - • _ , �r ► r , it ,� ----- r TING STONE ----------- EXISTING E PATIO , , , , 177 r I 9 ' r. I i rr ------ _ ' - - - ? _ + de n viscosum(1 ) -�= hodo n ro p i ----- ------ pmptorn eregrina(153) / --- y a + EXIST ---- ----- ---- r ---__ EXISTING GRAVEL ROADWAY r _ =' I, _-_.__ — _---- -- l+3rtdii(8) -_" � ) panic ' - --- . / GE - - `�' - - R� R , < NN� r --- ------- - - - + t„ '•� / ,. ` �' ' -' __.- all. - i \ ♦ Y l /// p _ -- - , + + + + + + + + ; LL t / • EXISTING DECIDUOUS TREE TO REMAIN --------- - ��b 13 sit t PROPOSED PLANTING EXISTING EVERGREEN TO REMAIN 1>SU13 SW \ SY14ILI / sins I , , DRAWING TITLE: PREPARED BY: PREPARED FOR: PROJECT TEAM: NOTES/REVISIONS: REVISION#1: REVISED HAYBALE/LIMIT OF WORKLINE va REVISED LANDSCAPE SITEPLAN 'WORKS STUDIO, INC. LYDIA G. SMITH ARCHITECT CIVIL ENGINEER SURVEYOR DIRECTIONS TO SITE: Route 20 toward Osterville;Left on Osterville West Barnstable Road;Left onto m 30 WEST BAY TERRACE 30 WEST BAY TERRACE Doreve Nicholaeff Architect, Inc. Sullivan Engineering Cape Sury Main Street; Right onto Parker Road; Right onto West Bay Road; Bear left onto Bridge Street and follow 10 DERBY SQUARE,4TH FLOOR OSTERVILLE, MASS. OSTERVILLE, MASS. 812 Main Street 7 Parker Road 7 Parker Road to Oyster Harbors; Follow Oyster Way and bear left at triangle remaining on Oyster Way;Left onto CD SALEM, MA 01970 Osterville, MA 02655 Osterville, MA 02655 Osterville, MA 02655 Pheasant Path; Left onto Carriage Road;at end of Carriage Road bear right onto West Bay Terrace(dirt PH:978-745-7181 Q DATE:APRIL 21,2004 r--- PH: 508-420-5298 PH: 508-428-3344 PH: 508-420-3994 road)and house is on left#30 FX:978-740-2823 FX: 508-420-2240 FX:508-428-3115 FX: 508-420-3995 SCALE: 1"=20'-0' CY7 NORTH 02004 LMDWORKS STUDIO,INC. O , T C COMPANY O � RICA HA RRISBURG, PA 1 2 RAIL JAW �. 2 — 2„x 12'' BLOCKING FULL SI- =IP DIRI� WINC3 N f-1E ��la'`1 HEIGHT OF SHAFT BY G.C. e 6 2"x 12" PLANK o 2-2 x4 DOOR INTERLOCK: KELLY RESLDENCE , ,, „ UNISTRUT ,, 81 PIRATES COVE 4 2 x 12 ,, 36 x80 DOOR % 1 iG A FIR KIN II II OSTERVILLE, MA 02655 2 2 DOl_�L S BLOCKING I NOTE. FULL HEIGHT OF SHAFT w 1 2 x5 _ 1 � II II / / I I JACK SHEAVE -GUIDE MUST BE / .,�s� 7 , )s LAG BOLTS, 2 —0 O.C. COUNTER_ I o 1 I 7 ,bay Ced, - II II ARCHITECT I INSTALLED .PARALLEL _TO MAIN fi' I SINK, BY G.C. I I GUIDE RAIL PLUMB w JACK ii ii ON INSTALLATION. UNISTRUT iviiN. OVERHEAD NOTE: STOP BLOCKING AND I II I I -J � J I 11I III I (I ,, I ° TO BE . FASTENED TO THE SUPPORT �'�----/ Il I GUIDE RAIL 4 ABOVE THE I I PIT FLOOR. PLANK EVERY 3'—0 LI II o II II ° GENERAL CONTRACTOR JACK SHEAVE GUIDE 2 x4 STUDS w/ 1 LAYER I I I . t OF 5/8 FIREDDE GYP. BOARD BY G.C. 99 99 I I { I DETAIL B THIRD I , D 99 99 j 11 II EQUIPMENT IN TA D ETA! A I I I I _ INSTALLED BY. � I II I C.M.C. ELEVATOR CORPORATION Til 11 I f /\i^ 11 STREET I 596 PLEASANT S I REE l 2 x4 STUDS. II II I 11 I I NORWOOD, MA 02062 DOOR FRAME ECI � ZC � � LONS 2'' 2 x6 FULL HEIGHT T ,> TECHNICAL - DA A. p 11 I I 2 x12 PLANK .. .PLUMB AND SQUARE _ OF SHAFT, BY G.C. R - 1 . REACTIONS ON ALL SHEAVES AND MOUNTINGS _ � , ,, � � IS SECURED w R:;_...OMMENDED ' 1 g _5 1 2 I1 I I , (2) 4 LANDING 2 x4 STUDS w/ 5/8 STATIC 1 ,350 LBS. / ELE\/ATOR I I _ I I I 1 /2 x5 LAGS 2 -0 O.C. AT EDGES. FIRECODE GYP. BOARD �/ a IMPACT 2,700 LBS. I I 3 �r Il I I COUNTERSINK LAGS. EXTEND PLANK H YD RA R _ „ cABDE 2. RAIL FASTENING TO 2 x12 PLANK ° 11 II TO CEILING: T ,, I 14 x 1 3 4 TYPE A S.M.S. RAIL IS PRE— I tLEVE TE 3400` / 11 I II , f'1 p i 1 I r t-1 Nr .4'T 1-'n/"�T n f"1 1 r. UR1LLE_D HI T!-\L, I VECY. RUNNING T FASTENING I F T I „ ), " „ , „ 3. BOLT STE NG 0 CAR 0 TROLLEY i I I I SEE DETAIL B AR — CLEARANCE I ° ° C 38 -Dx50 Wx7 0 H CODES 4,5 1 2 13 x 4 SOCKET HD CAP . SCREWS II / i CAPACITY 750 LBS. AT 30 F.P.M. ±4 II II CYLINDER SHEA E ! `S GUIDE 2 CABLES 13,200 LBS. T.S. IMP PLOW JACK SHEAVE GUIDE I 91 99 STEEL EEL 3 8 x 8 x 19 IWRC II UNISTRUT STRAP A / N LOCATED I_ „ - D ETAE _- C SECOND AR TR R FRAME M I C CONS UCTION.3 4 HARDWOOD DOT R E D ETA I E ► I I D OOD VENEER APPROX. 3 BELOW TOP / II I COLOR/PANEL SELECTION. UNFIN. BIRCH I OF CYLINDER I I Zi ALL DOORS INTERLOCKED R II 0 S E LOCKED ® TELEPHONE CORD ® DOWN LIGHT -- 2 ll R 4 ❑ SURFACE MCUIJT. LIGHT I Atlf LCJ II 1 LIGHT❑ EMERGENCY LIGHT & ALARM I N LIGHTS I I ❑ USE LIGF� S LANDING Cu OLLE MACHINE ROOM ACCESS II i� "H FIELD I � Iit 1 Wx x1 H r !' ., , DOOR, LATCH AND LOCK ( 8 6 D 8 ) ��D ,, FIELD LOCATE. LOCATE TO MEET N.E.C. 10 —8 ❑ GATE SAFE?Y BAR I l AND/OR LOCAL CODES 31 —0 1 /2 TRAVEL F� STABILIZER I - N JACK BY G.C. 26 1 2 _ , Li KEYSWITCH OPERAT,ON TELEPHONE J C SEE DETAIL A E E L GUIDE.:. RAIL ❑ ALARM. BELL Y 11Ov. D1S. SW. B G.I „ ® LIGHTED BUTTONS 12 3 8 2 x12 PLANK & GUIDE RAIL HYDRAULIC ! I / D Ul_IC _CYLIf DER 220v. 1 PH 3 POLE >, ® BATTERY LOWERING x4 FOR UNISTRUT SUPPORT ° T SWITCH 2 ❑ TELEPHONE CABINET DISCONNECT S C 0 E _C B ET r o Xl� s � � Chi „ „ NI TR T FI AT10 U S U FIELD LOCATE ® HALF TROLLEY - FAT x 1 PLANK L 2 2 ® WHISKER SWIT H 3 D /p FIE AT HYDRAULICI . C i FIELD LOCATE �8 T. ® PIT WI 110 OUTLET 8c MACHINE RM. ,) S �H c PUMP 16 1 2 Wx26 D �M OV RHEAD LIGHT BY G.C. ,, - ti ° x33 1 /2 H) FIRST n i1 I NOTICE TO ELECTRICAL CONTRACTOR: E C H t�chcv CO T�ACTC�I.. i I -BRING 4 10 WIRE S TO DISCONNECT I n SWITCH 11 .2 0 1 NEUTRA f L , o ° ° 4` 6 3 - , 7 3 4 / 7 3 4 < I / 1 GROUND. LL, „ 2 /2 H.P. MOTOR 220 VOLTS 1 h 18 —2 p 60 CYCLE VERTICAL DIM. 25 3 4 25 3 4 F.L.A. 10 BRASS HANDRAIL ° ° TO PLANK FUSE 15 AMP SLO BLO 1 30 AMP MAIN LINE FUSE 4 — 4 - 1 1 4 _ `. 0 I / r NOTE TO :ELEV.A, OR CONTRACT R R � TT - 4 0 0 HIS , ELE E E 3 00 I FINISHED ROUGH REPRESENTATIVE. ALL 36 DOOR — 38 CAR 36 DOOR _ LL. ELECTRICAL- WIRING 38 Dx50 Wx7 0 H 1 ° I I HATCH OPENING MUST BE: DONE BY A JOURNEYMAN 4 I CODE. S 5 O i, MECHANIC I A T NATIONAL,_ h i 9 EC C ND MUS 1 MEET ALL / p � r T y STH AN, E D LOCAL" � 9 . CODES. = I BSM T n s� s NOTE: n NOTE: � N NO TE:E. A H W ALL I T r 0 S AY AND ''MACHINE FIRST.. / � ° ° ROOM r � a 1 I � F SECOND THIRD CONSTRUCTION MUST COMPLY WITH NATIONAL, STATE AND A A A LOCAL - CODES. _L COD�.S. PLEASE ADVISE INCOA OF ANY CHANGES T , 4 STOP PLANK NE EDED 0 THEDRAWING D A ING .FOR MP nnn INTERLOCK Qn �c SIT �, nn COMPLIANCE ' DOOR�../I R .. A V IN YGut� AREA. _ I BASE DETAIL CYLINDER B SEE DE L C T P SWING Y HAFT R E S DOORS BY OTHERS IERS A N STATION O N @ C LL SE D S BS MT TA I I IN R S BLZ G ROLLERS '! 4 ABOVE FINISHED 0 LLE 8 BO E S ED o , 1 4 x x FLOOR & / 2 2 ANGLE 12 PIT 1 1 2 R 1 5� CA 1 2 — IN A CO J0 4 B 00 0 3 7 8 4 FINISHED 5 HATCH DEALER P.O.c� LE 2872 i 6 , DRAWING N Y _„ SECTIONvJ D G B T. WOODWARD _ — 4 1 R H P OPENING A A � /�/ ROUGH G 0 E G DATE: 1 1 1 E 3 00 C E I SHAFT PL AN AN ;:..DRAWING IDENTIFICATION - NUMBER yr n t - , n .I. ATA i I