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0020 WEST BAY TERRACE
,- ,� ��� w r .._�. - � G �� arm is s t eats � TOWN OF BARNSTABLE BUILD�NG PERMIT APPLICATION IUo 80*0 0PCW L-V-W47- 17�wQ Uia Map Parcel a ( Permit# Health Division J_hqlbLl 26 0 - 2001 -615 Date Issued &12310 Conservation Division .0 ft,�IV, Application Fee - ACollector ReV '3/aSXd Permit Fee 47q?,6Y Treasurer sivi`l SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE _ ��� ��� - �� y o d'E I �i I WITH TITLE S Date Definitive Plan Approved by Planning Board - s . j I., ENNIRONMENMAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis 0¢d ho-Je, kj 3Qja,,,„Se� Project Street Address pp'� vU Wm e top—). Village �1 ! iv4r" OS ;_1X�JJr �s Owner ----G►10" J f Address l�U W�r C`�► l ��!�`"'� Telephone 6 Permit Requestf I CC�cG' �r�I Square feet: 1st floor: existing�/ proposed 2nd floor: existing proposed Total new Zoning District" ( Flood Plain «' Groundwater Overlay - z. rt� Project Valuation �� 11 ,� Construction Type W Lot Size r '73 A Grandfathered:,ZYes O No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Cl No On Old King's Highway: ❑Yes O No Basement Type:/ef-Full O Crawl / alkout ❑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 17-- Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: A`Gas ❑Oil ❑Electric ❑Other Central Air: /[/Yes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes o Detached garage:❑existing ❑new size Pool: ❑existing O new size Barn:O existing ❑new size Attached garage:❑existing ;2(new size /Wf/r-Shed:O existing ❑new size Other: -a r= 0 Zoning Board of Appeals Authorization Appeal# Recorded J /NcCommercial ElYes If yes,site plan review# 2 _` ± Current Use � Proposed Use AVM � � x BUILDER INFORMATION c m Namer Telephone Number Address 64)v1 -2-3 License# y (o &� 4,fJ Home Improvement Contractor# �.� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,9 SIGNATURE DATEzoy 1, �► FOR OFFICIAL USE ONLY F J. - P1.ERMI-T NO. F r ,DATE ISSUED _ MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE-OF INSPECTION: " FOUNDATION FRAME ('�l�� �' - o- - INSULATION FIREPLACE ELECTRICAL: ,ROUGH FINAL PLUMBING: ROUE FINAL m w p- GAS: ROU�V= Q FINAL y. FINAL BUILDING „� -. M .� rfi (o � / DATE CCLOSED OUT j ASSOCIATION PLAN NO`n m Cz r i f � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION w Map or) Parcel 011,2 �� ' Permit# Health Division Date Issued en 2 t�" Conservation Division 3 rq Fee Tax Collector • �,� Treasurer `c Planning Dept. `' 1 Date Definitive Plan Approved by Planning Board Historic hIC �Sp Preservation/H annis Project Street Address 20 W EsT 3AL? 'L'G�1�Ac_� Village g)e 1 L L C_ , Owner Z&it-1 -Tr- L!?D t A- S n CT' Address _� \kf�CT' &4►? :M99J CE_ Telephone 70 6 • Y2 0 • ?9/ O Permit Request Etnnr�l,�-S�'� ��c�STi u t, DWC-),I_..t M'k Square feet: 1 st floor: existing 2 3 3 propo 2nd floor: existing proposed Valuation 1 q2 ,100. Zoning District CZF - l Flood Plain L Groundwater Overlay /31— Construction Type V./oot-::, F?.A%mf., Lot Size . 7A A401 Grandfathbred: ❑Yes O No If yes, attach supporting documentation. , Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure ?< 22S Historic House: ❑Yes A No On Old King's Highway: O Yes No Basement Type: 0 Full 92 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 'Itz- ^ Number of Baths: Full: existing 3 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 f91Oil ❑ Electric O Other Central Air: ❑Yes ®o Fireplaces: Existing New Existing wood/coal stove: 0 Yes O No Detached garage:O existing O new size Pool: O existing ❑new size Barn:Cl existing O new size Attached garage:0 existing 0 new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization if Appeal# ZOO 3- c q_V Recorded Commercial ❑Yes 2 o If yes,site plan review# Current Use YAa Agl' Proposed Use BUILDER INFORMATION Name Ro G E g s $ MNC, Telephone Number 8 - Y2 S •6 106 Address an» 3 License# C& n e2= %[!L L!Z +tit 1_�_ Home Improvement Contractor# 10013q nZ �,5.5` Worker's Compensation# WC- 2,5'1 W 6 2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \�ou 42m F1 L L_ SIGNATURE DATE 7• /8.0 3 r FOR OFFICIAL USE ONLY PERMIT NO. DATE,ISSUED ' MAP/PARCEL NO.. , ADDRESS '• i VILLAGE OWNER. DATE OF INSPECTION: FOUNDATION INSULATION- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 08/27J2003 17:28 5084203550 ROGERS AND MARNEY IN PAGE 02 HUU-e1-eUU3 WCU Ub;U1 Ill W61rHN CNCKUf UCLIVCKI I`HA INV. 115iouU40bo K:yaP.e Covey ouaery FLU rly pc.lt��yy �: 201 Rwcmoor Street A'091 Roxbury,musubtl3o a 02139 TO 617172$612 August 27, 2003 ke; 20 West Say Terrace, Oyster HarborS Mr. Bob Crook o Rogers and Niamey Inc 445 W. Bamstable Rd Oatorville, MA 02855 To Whom It May Concern: This letter is to confirm that there is no natural gas servlG® to the above referenced property. If you have any questions, please call 505-780.7530. Sincer Stever Jacobson Field Supervisor Jun-19-03 07:44A Osterville Water Opt 508 428 3508 P.01 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369. 1138 MAIN STREET 0SThRVILLE, MASSACH11.SE'I'•1'S()265S ,F�►�F: oer ()FFI('F.01• F R0ARL)01,'WAFFR(.'i MoMISSIONF:RI, 0 WATER ^� WMEA St)VFRINI'1;Ni)i;N'r DEPT. '11A..Nei.511R 42N.(�91 `SONS rAX No.511X d;K iSOK June 13, 2003 Town of Bamstahle Building Dept. 367 Main Street Hyannis, MA 02601 Re: Account#814 Lydia G. Smith 20 West Bay'Terrace Osterville, MA Gentlemen: On Wednesday June 18, 2003 we disconnected the water service at the curb stop at the property mentioned above, It is our understanding the owner plans to demolish the existing structure, rc-build and install a new water service at a later date. If you have any questions, please call our utfice at 508-428-6691. Very truly yours, Craig Crocker Superintendent C"Clsjn r-- NsrwrCfne NSTAii Way.Wsstwood.Massachusetts 02090-9230 EL EC rRIC GAS 6/9/p3 Dear Mr.Cook, This letter will serve as co»finnation that the electric service at 20 West Bay Terrace, \Ostcrville Was removed. Based on this information,there is no electric power to this building and you may proceed With the demolition. If you have any questions,please contact me at(781)441-3641. Sincerely yours, Angela Balzarini Customer Service Clerk SON ZO/ZO'd CON OCOO Y119 SNOILYHd0 9310A NV1SNZOJ� 11:90 CO-91-90 OFTHE Tp Town of Barnstable NAP` O� Regulatory Services • BARYSrABLE. * . v MASS. A Thomas F.Geiler,Director 039. CEO r�a�' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis;NLN 02601 Office: 508-862-4035 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, L y3 fA-- S/7/7-1/— L as Owner of the subject property hereby authorize ROGERS & MARNEY, INC. -to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) 1 - _ _0 Signature of Owner ate 777�- Print Name Q:FOR:.NlS:0%V ERPERMISSl0\ The Commonwealth ojMassachusetts -- Department of Industrial Accidents eNce 0115yest/gaUvns 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: locatior.- I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity :�..:•o-: ..c: - - - -yam .�.a::._:_ Pq I am an employer providing workers' compensation for my employees working on this job. companv name: ROGERS & MARNEY .'INC.:. address: P.O. BOX 310 city: OSTERVILLE - MA.0'2655 phone": 4508). 428-6106 Insurance co. AMERZCAN INTERNATIONAT, policy is'- GIr' F75TdC,� I am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: SEE ATTACHED SHEETS address: h: phone 0: insurance co. " DQHCv_y comnani• name: address: city: phone=: insurance co. policy •'Attich sddidonsi'she-.t if neccis_aJ_ _ �ti�::.g., -'- "' '": '-_� :''°��' .�`•�, Failure to secure coverage as required under Section 25A or-.MGL 152 can lead to the imposition of erininal penalties 0172 fine up to S1500.00 and/or one years' imprisonment as Mell as eiyil penalties in the form ora STOP WORK ORDER and a fine orS100.00 a day against me. I undo.-stand that a enpy or this statement may be for-.arded to the Office or investigations or the DIA for coverage yeririearion. 1 do hereby certift underr.a a' s and enaities of perjur;that the inform tior:provided above is trze and correct. Signat_r- Dare �• !8 •03 Print name O �. Copy— VA Phone =- "O 8 • 41 8 . 6)D 6 ..�..:- - — ( offcial use only do not rite in this area to be completed by gin'or town official C gin or town: permiulicense ti Bui ldingtment t d tp check if immediate response is required Cfice • a Centcontact person: phone.: r- i Property Location: 20 WEST BAY TERRACE MAP ID: 071/012/ Vision ID: 4405 Other ID: Bldg#. 1 Card 1 of 1 Print Date:08/27/2003 13:21 CURRENT OWNER TOPO. UTILITIES STRT(ROAD LOCATION CURRENT ASSESSMENT ATTBERG,PHILIP TR& 1 evel eptic 1 aved aterfront Description Code Appraised Value Assessed Value EIXNER,LINDA TR ublic Wate: 1: xcel View S LAND 1010 1,594,100 1,594,100 801 10 TIGERTAIL RD ESIDNTL 1010 195,600 195,600 OS ANGELES,CA 90049 Barnstable 2003,MA SUPPLEMENTAL DATA ccount# 37711 Plan Ref. Tax Dist. 300 Land Ct# er.Prop. #SR Life Estate VISION DL 1 LOT 1CC Notes: RESIDENCE- DL 2 GIS ID: 4405 Total 1,789,700 1,789,700 RECORD OF OWNERSHIP BK-VOL/PAGE SALE DATE /u_!Lt SALE PRICE V.C. PREVIOUS ASSESSMENTS HISTORY ATTBERG,PHILIP TR& C141362 07/15/1996 U I 1 A Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value ATTBERG,DOROTHY E C76303 06/15/1984 U 0 A 2002 1010 1,594,100 2001 1010 1,594,100 000 1O10 560,200 ATTBERG,EMIL J C76303 Q 0 2002 1010 195,600 2001 1010 196,000 2000 1010 169,800 Total: 1,789,700, Total: 1,790,100 Total.-I 730,000 EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription Amount Code Description Number Amount Comm,Int. APPRAISED VALUESUMMARY Appraised Bldg. Value(Card) 192,700 Appraised XF(B)Value(Bldg) 2,900 Total: Appraised OB(L)Value(Bldg) 0 NOTES Appraised Land Value(Bldg) 1,594,100 Special Land Value -30%USE.FY97 LAND REPRICED TO KEEP IN LINE Total Appraised Card Value 1,789,700 WITH ABUTTERS. Total Appraised Parcel Value 1,789,700 Valuation Method: Cost/Market Valuation LAND ADJUST.FOR WATER COND. et Total Appraised Parcel Value 11,789,700 BUILDING PERMIT RECORD VISIT/CHANGE HISTORY Permit ID Issue Date Type Description Amount Insp.Date %comp. Date Comp. Comments Date ID Cd. Purpose/Result 7/18/2000 MF 00 eas/Listed LAND LINE VALUATION SECTION B# Use Code Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad'. Notes-Ad'/Special Pricing Ad'. Unit Price Land Value 1 1010 Single Fam RFl 3 1 0.63 AC 130,000.00 1.30 8 1.00 23WA 7.50 PCL(.63,U15)Notes: 1,589,200 1 1Or0 Single Fam RFl 3 0.10 AC 1,000.00 1.30 8 1.00 23WA 7.50 PCL(.10,U16)Notes:WETLA 4,900 Total Card Land Unitsi 0.73 ACI Parcel Total Land Ar-ea.1 0.73 ACI Total Land Valu 1,594,100 Property Location: 20 WEST BAY TERRACE MAP ID: 071/012/// Vision ID:4405 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 08/27/2003 13 CONSTRUCTION DETAIL. SKETCH - Element Cd. Ch. Description Commercial Data Elements Style/Type 6 Conventional Element Cd. Ch. Description 20 Model 1 Residential Heat'&AC Grade - Custom Grade Frame Type Baths/Plumbing FHS Stories 1 2 Stories 18 GAR 2 Occupancy 0 CeilingfWall ooms/Prtns 10 Exterior Wall 1 11 Clapboard /o Common Wall FHS L 10 2 Wall Height 35 BAS 20 10 oof Structure 03 able/Hip FUS 35 Roof Cover 03 sph/F GIs/Cmp 55 16 10 CONDO/MOBILE HOME DATA 1 Interior Wall 1 03 Plastered Element Code escription Factor 1 2 Interior Floor 1 12 Hardwood Complex 3 FUS 2 Floor Adj BAS AS 1 Unit Location eating Fuel 02 oil Heating Type 5 of Water umber of Units 27 1 C Type 1 one umber of Levels US 27 /o Ownership EP 86 16 Bedrooms 3 Bedrooms 27 Bathrooms .5 3 1/2 Bathrms COST/MARKET VALUATION EP 27 1 3 Full+1H nadj.Base Rate 60.00 10 1 Total Rooms 7 7 Rooms Size Adj.Factor 0.89761 27 Bath Type ade(Q)Index 1.28 Kitchen Style PTO Adj.Base Rate 68.94 11 Bldg.Value New 256,871 18 Year Built 1932 ff.Year Built (OV75)1975 rml Physcl Dep 25 uncnlObslnc 0 MIXED USE Econ Obslnc 0 —Spec].Cond.Code 1010 Single Fam 100Spec]Cond% Overall%Cond. 75 eprec.Bldg Value OB-OUTBUILDING& YARD ITEMS(L)IXF-BUILDING EXTRA FEATURES(B) Code Description LIB Units Unit Price Yr. Qp Rt %Cnd Apr. Value FPL3 Fireplace B 1 3,000.00 1975 1 100 2,300 FPO Ext FP Opening B 1 800.00 1975 1 100 600 BUILDING SUB-AREA SUMMARYSECTION Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 1,393 1,393 19393 68.94 96,033 F FEP nclosed Porch 0 486 340 48.23 23,440 FHS Half Story 336 480 336 48.26 23,164 FUS Upper Story 1,504 1,504 1,504 68.94 103,686 GAR Attached Garage 0 380 133 24.13 9,169 PTO PAtio 0 198 20 6.96 1,379 3.2331 4,4411L 3,7261 256,871 w Doc:937, 152 08-27-2003 2:09 " .AUG -6 PM I::16 BARNSTABLE LAND COURT REGISTRY .ARNSTABLE TOWN CLERK: ., Rr,,BU& t6s9. ` Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-095 - Smith Special Permit- Section 4-4.3 Nonconforming Buildings &MGL Chapter 40A,Section 6 Demolition and reconstruction of a dwelling on a non conforming undersized lot Summary: Granted with Conditions Petitioner: Lydia G.Smith Property Address: 20 West Bay Terrace,Osterville,MA Assessor's Map/Parcel: Map 71,Parcel 12 Zoning: Residential F-1 Zoning District Relief Requested&Background: The subject property is located on Grand Island in Ostervillei MA with water frontage on West Bay. The locus is an undersized non-conforming lot of 0.73-acres and was originally developed in 1932. According to the Assessor's record,the existing home is a two-story,three-bedroom,single-familydwelling of 3,233 square feet of living area. The home also has an attached garage of 380 sq.ft.,an enclosed porch of 486 sq.ft.and a 198 sq.ft.patio. The total footprint of structure is calculated to be 2,457 sq.ft.That translates to 8.8%lot coverage. The property is in the RF-1 Zoning District that today requires a minimum lot area of two-acres,frontage of 125 feet,and setbacks of 30 front, 15 side and rear. The development on the lot conforms to the requirements and the only non-conformity is in lot area and frontage. f ' j The applicant is proposing to demolish the existing structure and reconstruct a new dwelling. According to the proposed site plan for the location for the home,it is calculated that the proposed footprint is 3,372 sq.ft. That translates to lot coverage by structure of 12.07%. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 15,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 23,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were;Richard L.Boy,Randolph Childs,Ralph Copeland,Ron S.Jansson and Vice Chairman Gail Nightingale who was Acting Chairman for this appeal. Attorney John R.Alger represented the applicant before the Board. He presented the Board with a copy of the applicant's deed to the property for proof of standing. He also submitted copies of proposed plans and elevations of the dwelling along with a revised site plan for the location of the dwelling. Mr.Alger noted that Lydia Smith and her husband own the neighboring lot and that this lot would be used as a guest home for the main dwelling on the other lot. The two lots are to be developed with one access and for other shared amenities,however,the lots would remain separate and independent for zoning purposes as both are developed now and protected under zoning. Mr.Alger and Peter Sullivan,the project engineer presented that the structure to be built would be a one level,two-bedroom dwelling. The basement of the dwelling would only be used for car parking and storage. There would be no living area developed in the basement area of the home. The new footprint of the structure would be 2000 sq.ft. That is less than the existing dwelling. He noted that the proposed building would meet all requirements of FEMA and the Flood Area Provisions of the Zoning Ordinance. It would comply with the Order of Conditions granted by the Conservation Commission. The Health Division issued an on-site disposal permit for the existing three-bedroom structure that was installed and the new dwelling would use that system The system meets Title 5 without variance. The height to plate would be 19 feet and the height to the ridgeline would be 25 feet. The Board .questioned how much of the lot is wetlands and it was reported that about 8%was classified as wetlands. That provides 0.67-acres of upland for the lot. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact At the hearing of July23,2003,the Board unanimously made the following findings of fact: 1. Appeal Number 95 of 2003 is that of Lydia G.Smith for a Special Permit in accordance with Sections 4-4.3 Non-Conforming Building Used as a Single or Two-Family Residence and findings under MGL Chapter 40A Section 6 for the demolition and reconstruction of a single-family dwelling on a non- conforming lot.The applicant owns the property and has submitted proof of the ownership by a copy of her deed to the property as recorded at the Registry of Deeds as Land Court Document No.915022, j Certificate No. 168782. 2. The property is located at 20 West Bay Terrace,Osterville,MA and is shown on Assessor's Map 71 as Parcel 12. It is in a Residence F-1 Zoning District,Resource Protection Overlay District and an Aquifer Protection Overlay District. 3. The existing home is a two-story,three-bedroom,single-family dwelling of 3,233 square feet of living area. The home also has an attached gara*e of 380 sq.ft.,an enclosed porch of 486 sq.ft.and a 198 sq.ft.patio. The total structural footprint is calculated to be 2,457 sq.ft.That translates to 8.8%lot coverage. 4. The RF-1 Zoning District today requires a minimum lot area of two-acres and setbacks of 30 front, 15 side and rear. The development on the lot conforms to the requirements and the only non-conformity is in lot area and frontage as the lot is 0.73-acres of which 0.67 is upland buildable area. 5. The applicant before the Board is proposing to demolish the existing dwelling on the lot and construct a new two-bedroom dwelling with a proposed footprint of 2,000 sq.ft.that is considerably less than the existing dwelling's footprint. 6. According to the proposed site plan for the location for the home,staff calculates the proposed footprint to be 3,372 sq.ft. That translates to lot coverage by structure of 12.07%. Plans and elevations of the proposed new dwelling have been submitted to the Board and a copy entered into the i file. 2 I 7. The proposed location of the dwelling is within 100 feet of wetlands and is within the jurisdiction of the Conservation Commission.On July 8,2003,the Commission approved plans for the development, however the Order of Conditions has yet to be issued. 8. The location of the dwelling is within a FEMA designated Zone A14,however,the basement of the dwelling is not to be used for living purposes and the proposed structure will complywith all applicable FEMA and Flood Area Provisions of the Zoning Ordinance. 9. Disposal System Construction Pemut No.2001-615 was issued to the site and improvements made that met Title 5 for a three-bedroom dwelling. The proposed new home will only have two bedrooms. 10. This is a reconstruction of a dwelling however there is no increase in footprint or in area of the dwelling,nor in the number of bedrooms. In fact they are all being decreased.' The proposed structure conforms to all setback requirements. It does not intensify the nonconformity or the use. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the permit for the demolition and reconstruction of a single-family dwelling on a non-conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. The dwelling shall be located as shown on a plan entitled"Proposed W/F Dwelling 20 West Bay Terrace Osterville,Mass." prepared for Lydia G.Smith,drawn by Sullivan Engineering,Inc.,and Cape Surv,dated April 28,2003,revised July 23,2003. 2. The proposed dwelling is limited to no more than 1.5-stories in height,20 feet to plate and 25 feet ridge. The total gross area of building,including accessory structures is limited to no more that 5,060 sq.ft. The number of bedrooms shall not exceed three. The basement of the dwelling shall only be used for storage and a two-car garage. 3. The structure and site shall conform to all requirements of the Conservation Commission,FEMA and Section 3-5.1 Flood Area Provisions of the Zoning Ordinance. The access drives to the dwelling shall be so located and created to the extent required for flood proofing. There shall be no alteration of the lot area within the FEMA designated V(Velocity) Zone area of the lot. It shall remain as is and shall not be disturbed. 4. All mechanical equipment,including any electrical generators and or air conditioning units shall not be located within the required yard setbacks and shall also conform to the requirements of Section 3-5.1 Flood Area Provisions of the Ordinance. 5. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Title 5 without variance. 6. The dwelling shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any accessory structure be permitted without further permission from the Zoning Board of Appeals. 7. The home to be built shall be consistent with the plans submitted to the Board entitled "Smith Guest House Oyster Harbors Schematic Design" as drawn by Doreve Nicholaeff Architect, Inc., dated July 23, 2003, and consisting of four sheets in addition to the Title Sheet. The sheets are labeled Lower Level,First Floor Plan,Garage/Storage Elevation,South Elevation and East&West Elevations. The vote was as follows: 3 AYE: Richard L.Boy,Randolph Childs,Ralph Copeland,Ron S.Jansson and Gail Nightingale NAY: None Ordered: Special Permit 2003-95 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk ?X&A3 t gale, tmg D to igned che der, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office e Town Clerk Signed and sealed this day f Al B under under&pains And penalties of perjury. 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The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database July 1, 2003. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 071011009 MINGLE,JAMES K&KATHLEEN L 135 CARRIAGE OSTERVILLE MA 02655 071/11/10 JHOITETTER,PRISCILLA M TRS DANADAKRIS TRUST 115 CARRIAGE OSTERVILLE IMA 102655 T— 7 IRD /71/11011 JSMITH,JOHN F&LYDIA G 110 SEAGATE DR APLES . FL 134103-2465F--7 SS 071011012 IGUARENTE,WILLIAM&MARY L 2131 OYSTER OSTERVILLE MA 02655 HARBORS / 071012 PATTBERG,PHILIP TR& rEIXNER,LINDA TR 810 TIGERTAIL LOS ANGELES CA 190149 IRD 071013 SMITH,JOHN F&LYDIA G 110 SEAGATE DR APLES FL 134103-24671 [APT 5S 071015002 TILTON,SUMNER B JR TR F A HARRINGTON FAMLY TRUST 1310 MAIN ST I WORCESTER MA 01608 / 12TH FLR 071015003 �TILTON,SUMNER B JR TR F A HARRINGTON FAMLY TRUST 1370 MAIN ST WORCESTER 101.608 12TH FLR 072036 DEWITT,MARY&MURRAY, BARNSTABLE LAND TRUST P O BOX 224 COTUIT 02635 JESSIE& 072043 GILDEA,LINDA A P O BOX 2060 OSTER' MA 192655 c Wednesday,July 02,2003 Page I of 1 r 03.AUG -6 PM 1::1.6 EARN TOWN CLERK MASS J Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-095 - Smith Special Permit=Section 4-4.3 Nonconforming Buildings &MGL Chapter 40A,Section 6 Demolition and reconstruction of a dwelling on a non-conforming undersized lot Summary: Granted with Conditions Petitioner: Lydia G.Smith Property Address: 20 West Bay Terrace,Osterville,MA Assessor's Map/Parcel: Map 71,Parcel 12 Zoning: Residential F-1 Zoning District Relief Requested&Background: The subject property is located on Grand Island in Osterville;MA with water frontage on West Bay. The locus is an undersized non-conforming lot of 0.73-acres and was originally developed in 1932. According to the Assessor's record,the existing home is a two-story,three-bedroom,single-family dwelling of 3,233 square feet of living area. The home also has an attached garage of 380 sq.ft.,an enclosed poach of 486 sq.ft.and a 198 sq.ft.patio. The total footprint of structure is calculated.to be 2,457 sq.ft.That translates to 8.8% lot coverage. The property is in the RF-1 Zoning District that today requires a minimum lot area of two-acres,frontage of 125 feet,and setbacks of 30 front, 15 side and rear. The development on the lot conforms to the requirements and the only non-conformity is in lot area and frontage. The applicant is proposing to demolish the existing stricture and reconstruct a new dwelling. According to the proposed site plan for the location for the home,it is calculated that the proposed footprint is 3,372 sq.ft. That translates to lot coverage by structure of 12.07%. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 15,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 23,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were;Richard L.Boy,Randolph Childs,Ralph Copeland,Ron S.Janson and Vice Chairman Gail Nightingale who was Acting Chairman for this appeal. Attorney John R.Alger represented the applicant before the Board. He presented the Board with a copy of the applicant's deed to the property for proof of standing. He also submitted copies of proposed plans and elevation of the dwelling along with a revised site plan for the location of the dwelling. Mr.Alger noted that Lydia Smith and her husband own the neighboring lot and that this lot would be used as a guest home for the main dwelling on the other lot. The two lots are to be developed with one access and for other shared amenities,however,the lots would remain separate and independent for zoning purposes as both are developed now and protected under zoning. Mr.Alger and Peter Sullivan,the project engineer presented that the structure to be built would be a one level,two-bedroom dwelling. The basement of the dwelling would only be used for car parking and storage. There would be no living area developed in the basement area of the home. The new footprint of the structure would be 2000 sq.ft. That is less than the existing dwelling. He noted that the proposed building would meet all requirements of FEMA and the Flood Area Provisions of the Zoning Ordinance. It would comply with the Order of Conditions granted by the Conservation Commission. The Health Division issued an on-site disposal permit for the existing three-bedroom structure that was installed and the new dwelling would use that system. The system meets Title 5 without variance. The height to plate would be 19 feet and the height to the ridgeline would be 25 feet. The Board .questioned how much of the lot is wetlands and it was reported that about 8%was classified as wetlands. That provides 0.67-acres of upland for the lot. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of July23,2003,the Board unanimously made the following findings of fact: 1. Appeal Number 95 of 2003 is that of Lydia G.Smith for a Special Permit in accordance with Sections 4-4.3 Non-Conforming Building Used as a Single or Two-Family Residence and findings under MGL Chapter 40A Section 6 for the demolition and reconstruction of a single-family dwelling on a non- conforming lot.The applicant owns the property and has submitted proof of the ownership by a copy of her deed to the property as recorded at the Registry of Deeds as Land Court Document No.915022, Certificate No. 168782. ' 2. The property is located at 20 West Bay Terrace,Osterville,MA and is shown on Assessor's Map 71 as Parcel 12. It is in a Residence F-1 Zoning District,Resource Protection Overlay District and an Aquifer Protection Overlay District. 3. The existing home is a two-story,three-bedroom,single-family dwelling of 3,233 square feet of living area. The home also has an attached game of 380 sq.ft.,an enclosed porch of 486 sq.ft. and a 198 sq.ft.patio. The total structural footprint is calculated to be 2,457 sq.ft.That translates to 8.8%lot coverage. 4. The RF-1 Zoning District today requires a minimum lot area of two-acres and setbacks of 30 front, 15 side and rear. The development on the lot conforms to the requirements and the only non-conformity is in lot area and frontage as the lot is 0.73-acres of which 0.67 is upland buildable area. 5. The applicant before the Board is proposing to demolish the existing dwelling on the lot and construct a new two-bedroom dwelling with a proposed footprint of 2,000 sq.ft.that is considerably less than the existing dwelling's footprint. 6. According to the proposed site plan for the location for the home,staff calculates the proposed footprint to be 3,372 sq.ft. That translates to lot coverage by structure of 12.07%. Plans and elevations of the proposed new dwelling have been submitted to the Board and a copy entered into the file. 2 1 . 7. The proposed location of the dwelling is within 100 feet of wetlands and is within the jurisdiction of the Conservation Commission.On July 8,2003,the Commission approved plans for the development, however the Order of Conditions has yet to be issued. 8. The location of the dwelling is within a FEMA designated Zone A14,however,the basement of the dwelling is not to be used for living purposes and the proposed structure will complywith all applicable FEMA and Flood Area Provisions of the Zoning Ordinance. 9. Disposal System Construction Permit No.2001-615 was issued to the site and improvements made that met Title 5 for a three-bedroom dwelling. The proposed new home will only have two bedrooms. 10. This is a reconstruction of a dwelling however there is no increase in footprint or in area of the dwelling,nor in the number of bedrooms. In fact they are all being decreased. The proposed structure conforms to all setback requirements. It does not intensify the nonconformity or the use. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the permit for the demolition and reconstruction of a single-family dwelling on a non-conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. The dwelling shall be located as shown on a plan entitled"Proposed W/F Dwelling 20 West Bay Terrace Osterville,Mass."prepared for Lydia G.Smith,drawn by Sullivan Engineering,Inc.,and Cape Surv,dated April 28,2003,revised July 23,2003. 2. The proposed dwelling is limited to no more than 1.5-stories in height,20 feet to plate and 25 feet ridge. The total gross area of building,including accessory structures is limited to no more that 5,060 sq.ft. The number of bedrooms shall not exceed three. The basement of the dwelling shall only be used for storage and a two-car garage. 3. The structure and site shall conform to all requirements of the Conservation Commission,FEMA and Section 3-5.1 Flood Area Provisions of the Zoning Ordinance. The access drives to the dwelling shall be so located and created to the extent required for flood proofing. There shall be no alteration of the lot area within the FEMA designated V(Velocity) Zone area of the lot. It shall remain as is and shall not be disturbed. 4. All mechanical equipment,including any electrical generators and or air conditioning units shall not be located within the required yard setbacks and shall also conform to the requirements of Section 3-5.1 j Flood Area Provisions of the Ordinance. 5. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Tide 5 without variance. 6. .The dwelling shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any accessory structure be permitted without further permission from the Zoning Board of Appeals. 7. The home to be built shall be consistent with the plans submitted to the Board entitled "Smith Guest House Oyster Harbors Schematic Design" as drawn by Doreve Nicholaeff Architect, Inc., dated July 23, 2003, and consisting of four sheets in addition to the Title Sheet. The sheets are labeled Lower Level,First Floor Plan,Garage/Storage Elevation,South Elevation and East&West Elevations. The vote was as follows: 3 • e 1 4 AYE: Richard L.Boy,Randolph Childs,Ralph Copeland,Ron S.Janson and Gail Nightingale NAY: None Ordered: Special Pernut 2003-95 is granted with condition. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. A-31 Grail ightingale, Da S' ned I,Linda Hutchenri r,Clerk of the Town of Barnstable,Barnstable County,Massachusetts;hereby certify.- . that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed int the office of the Town Clerk. Signed and sealed this day f e pain penalties of perjuMy. Linda Hutchenrider,Town Cleric 4 Affidavit of Substantial Financial Interest U, of �k-P �-�Cc , on oath depose and state as follow, s: 1. 1 m an applicant for a building permit for the property located at Map 67 Parcel � The address of the property is '1� i 2. 1 have . %.legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: 3. Within in the last twelve months from today's date, which is <� � , the following individuals or entities have had a 1% or greater legal or eq itable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: N me Address Ott, r'L d�el Ste-1-1-1 4. Within the last twelve months, from today's date, which is ��� , I have had. a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address. Within this calendar ear,'I have submitted. O building permit applications for 5. W Y property in which I have a 1%° or greater legal orr�equitable interest. 6. Y Within the last ten days, I have submitted V building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. 'Within this month, I have submitted D -building permit applications for property in. which I have a 1% legal-or equitable interest. 8. Within this month, I have received building permits for property in which 1 have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this (qday of , 200 L 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT r BOARD OF . , � .License BCJILDIN' �R_ECyU� ; CONSTRUCTIO CATIONS Nu►nber$� ►`J'SUPERI/ISOR s: 046230 Birth-,fe = ;�03 p;2Y945 r)V-*- x � • YO2y�Q05 f - Re`sirict {off Tr.no: 9089 r' F TRACY p P: - i RAT-sly PO`BOX 1720 MA 0263 5 v��5•;::1 ab�, �,� '-- Adrriiiio�trator �''` . r f Doc:915,022 04-04-2003 11 :38 Ctf#:168782 BARNSTABLE LAND COURT REGISTRY PHILIP PATTBERG and LINDA MEIXNER, TRUSTEES OF THE DOROTHY E. PATTBERG NOMINEE TRUST under a Declaration of Trust dated July 12, 1996 and recorded in the Barnstable Registry District of the Land Court as Document No. 671131, of Somerville, Massachusetts, for consideration paid and in consideration of EIGHT HUNDRED SEVENTY- FIVE THOUSAND AND 00/100($875,000.00)DOLLARS, grant to LYDIA G. SMITH of 10 Seagate Drive,No. 5S,Naples,FL 34103,with QUITCLAIM COVENANTS,the land together with the buildings and improvements thereon situated at Oyster Harbors, in the Village of Osterville, Town and County of Barnstable,Massachusetts bounded and described as follows: �. Southwesterly by the northeasterly line of a Way, one hundred twenty(120) feet; Northwesterly by land now or formerly of Oyster Harbors Incorporated, about two hundred forty- seven(247) feet; Northeasterly by the Cove; and 3 Southeasterly by Lot 1D, about two hundred sixty-three (263) feet. All of said boundaries, except the water line, are determined by the Court to be located as shown on subdivision plan 15354-V dated May 21, 1941,drawn by T.H. Stegmaier,C.E.,and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Q Registry of Deeds in Land Registration Book 32 Page 43 with Certificate of Title No. 5883 and said land is shown thereon as LOT 1CC. Said land is subject to and has the benefit of various matters set forth or referred to in Original Decree of Registration resulting in Certificate of Title No. 3272, so far as in force and applicable. Said land is subject to the restrictions set forth in Document No. 155661,said restrictions to remain in force until July 15, 1985, so far as in force and applicable. Said land is subject to Wetlands Restrictions dated October 7, 1980 recorded as Document No. 286071. Subject to any and all public rights legally existing in and over the same below mean high water mark in the Cove. For my title see Certificate of Title No. 141362.LAW OFFICES OF JOHN R.ALGER,P.C. O P �yy 5 PARKER ROAD W 1Jl �' rri C g4 - I P.O.BOX 449 T 1 OSTERVILLE.MA yy�� 02656-0449 LL y�. ��Oj i�h1 d 'en' fA Q M III 1. `<' `C, I ;" C I 0 W hJ 0" L�'I [Ji LJ7 I � ti z J W i - 3 c, r=, � 88 U I THE UNDERSIGNED TRUSTEES HEREBY WARRANT AND REPRESENT THAT THE DOROTHY E. PATTBERG NOMINEE TRUST SET FORTH ABOVE IS STILL IN FULL FORCE AND EFFECT, HAS NOT BEEN AMENDED IN ANY WAY, THAT THE BENEFICIARIES ARE OF FULL AGE AND ARE NOT UNDER DISABILITY, AND THAT THE TRUSTEES HAVE BEEN AUTHORIZED BY THE BENEFICIARIES OF SAID TRUST TO EXECUTE AND DELIVER THIS DEED. WITNESS our hands and seals this e72 day of F ,2003. Dorothy E. Pattberg Nominee Trust Dorothy E. Pattberg Nominee Trust B : Philip Pattbe ,Trustee Linda Meixner, rustee Michael Phi ip Pat b rg , Trustee � STATE OF cAL► Massachusetts COUNTY OF Middlesex DATE: March 31 ,�,,,20,fl'3 Michael Phi1in/P fiAhAef.%%q �°�X*kstee Then personally appeared the above-named Philip Pattberg, is� " `pig' d acknowledged the foregoing to be his free act and deed,before mez NOTARYPUBLIC Stephen R�ti ,aCl�rive. � My Commission Expires: 7-3-200�"""' STATE OF C-*%x-I PO ktA t ►- COUNTY OF LOS "dlZ rS DATE: M ke cH 'I'll zo 03 Then personally appeared the above-named Linda Meixner, Trustee as aforesaid and acknowledged the foregoing to be her free act and deed, before me 6 "9 NOTARY-'PUBLIC My Commission Expires: AtP R tL W 200 S MANGALA T 9.TENNAKOON Commission ip 1301684 Notary public" Calilbmia Loa Angeles County L2! VyComm.EVirsaApr21,2005� BARNSTABLE REGISTRY OF DEEDS I.Modivi-Jon vf part u!' Land shown on plan 153511 a,h.1 Filr.d with Curt. of Title *,o. 3272 Re,;istry District of B,:.rnstuble County LAND IN AARNSTABLE ( Or:tcrvill(--) �. T. H. SteFrmaier, C. E. s, OYstei• /fcorpoyeEbors Cere;`1330 � �1. /.CC `� r • �?QO k�p5 f� n S I P t) 1 ILI See P/en I5354D + with Cert.4206 , , oo•. I 30 / J S• Separate corriRcates of Iil/e may be issued for Jat./..Cc........._. .._................es sham hereon Copy oleo otp/en By the Court — LAND R£G/STRAT/ON OffICE ... .... .... Rv �r 7 MAY 29 1941. StoC a Nump re fn0wr forCourt. s Doc:937, 152 08-27-2003 2:09 ' 03 AUG-6 PSI 1: 16 BARNSTABLE LAND COURT REGISTRY BARNSTABLE : � TOWN CLERK Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-095 - Smith Special Permit— Section 4-4.3 Nonconforming Buildings &MGL Chapter 40A,Section 6 Demolition and reconstruction of a dwelling on a non-conforming undersized lot Summary: Granted with Conditions Petitioner: Lydia G.Smith Property Address: 20 West Bay Terrace,Osterville,MA Assessor's Map/Parcel: Map 71,Parcel 12 Zoning: Residential F-1 Zoning District Relief Requested &Background: The subject property is located on Grand Island in Osterville;MA with water frontage on West Bay. The locus is an undersized non-conforming lot of 0.73-acres and was originally developed in 1932. According to the Assessor's record,the existing home is a two-story,three-bedroom,single-family dwelling of 3,233 square feet of living area. The home also has an attached garage of 380 sq.ft.,an enclosed porch of 486 sq.ft.and a 198 sq.ft.patio. The total footprint of structure is calculated to be 2,457 sq.ft.That translates to 8.8% lot coverage. The property is in the RF-1 Zoning District that today requires a minimum lot area of two-acres,frontage of 125 feet,and setbacks of 30 front, 15 side and rear. The development on the lot conforms to the requirements and the only non-confom ityis in lot area and frontage. The applicant is proposing to demolish the existing structure and reconstruct a new dwelling. According to the proposed site plan for the location for the home,it is calculated that the proposed footprint is 3,372 sq.ft. That translates to lot coverage by structure of 12.07%. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 15,2003. Apublic hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A The hearing was opened July 23,2003, at which time the Board found to grant the appeal. Board Members deciding this appeal were;Richard L.Boy,Randolph Childs,Ralph Copeland ,Ron S.Jansson and Vice Chairman Gail Nightingale who was Acting Chairman for this appeal. AttomeyJohn R Alger represented the applicant before-the Board. He presented the Board with a copy of the applicant's deed to the property for proof of standing. He also submitted copieof proposed plans and elevations of the dwelling along with a revised site plan for the location of the dwelling. Mr.Alger noted that Lydia Smith and her husband own the neighboring lot and that this lot would be used as a guest home for the main dwelling on the other lot. The two lots are to be developed with one access and for other shared amenities,however,the lots would remain separate and independent for zoning purposes as both are developed now and protected under zoning. P-tLE Town of Barnstable Planning Division Staff Report t Thomas A.Broadrick,Director y P6nnin&Zoning&Huto&Prmemrion Appeal 2003-095 - Smith Special Permit-Section 4-4.3 Nonconforming Buildings &MGL Chapter 40A,Section 6 Demolition and reconstruction of a dwelling on a non-conforming undersized lot Date: July 16, 2003 To: Zoning Board of Appeals Art Traczyk,Principal Planner Petitioner: Lydia G.Smith Property Address: 20 West Bay Terrace,Osterville,MA Assessor's Map/Parcel: Map 71,Parcel 12 Zoning: Residential F-1 Zoning District AP-Aquifer Protection Overlay District Filed:May 15,2003 Hearing:July 23,2003 Decision Due:October 21,2003 Copy of Public Notices: Lydia G.Smith has applied for a Special Permit in accordance with Sections 4-4.3 Non-Conforming Building Used as a Single or Two-Family Residence and findings under MGL Chapter 40A Section 6 for the demolition and reconstruction of a single-family dwelling on a non-conforming lot. The property is shown on Assessor's Map 71,Parcel 12 addressed as 20 West Bay Terrace,Osterville,MA in a Residence F-1 Zoning District. Background and Review: The subject property is located on Grand Island in Osterville,MA with water frontage on West Bay. The locus is an undersized non-conforming lot of 0.73-acres and was originally developed in 1932. According to the Assessor's record,the existing home is a two-story,three-bedroom,single-familydwelling of 3,233 square feet of living area. The home also has an attached garage of 380 sq.ft.,an enclosed porch of 486 sq.ft.and a 198 sq.ft.patio. The total footprint of structure is calculated to be 2,457 sq.ft.That translates to 8.8% lot coverage. The property is in the RF-1 Zoning District that today requires a minimum lot area of two-acres,frontage of 125 feet,and setbacks of 30 front, 15 side and rear. The development on the lot conforms to the requirements and the only non-conformity is in lot area and frontage. The applicant is proposing to demolishl the existing structure and reconstruct a new three-bedroom dwelling. Elevations of the proposed new dwelling have not been submitted. According to the proposed site plan for the location for the home, staff calculates the proposed footprint to be 3,372 sq.ft. That I Note: The application states"Petitioner seeks to demolish(or partially demolish if required)and to alter and expand an existing single-family dwelling...". If the proposal is to partially demolish and expand,the applicant should seek the opinion of the Building Commissioner if it would trigger the need for the special permit finding. PLuming Division-Staff Report translates to lot coverage by structure of 12.07%. Staff would recommend that plans and elevations of the proposed new dwelling be submitted prior to the Board's decision on this appeal. Standing: The Assessor's record still reflects the owner of the property as being Dorothy E.Pattbert Nominee Trust,Philip Pattbert&Linda Meixner,Trustees. The applicant should be prepared to provide the Board with a copy of the deed transferring the property to Lydia G.Smith for proof of standing. Conservation: The proposed location of the dwelling is within the 100 foot juristic of the Conservation Commission. The applicant has submitted a Notice of Intent with the Commission on May 19,2003 (File # SE3-4146). The Commission approved the plans for the development at its hearing of July 8,2003. A copy of the minutes has been entered into the record however the Order of Conditions has yet to be issued. The approved plan is that submitted to the Zoning Board in its application. FEMA Zone: According to information submitted the location of the dwelling is within a FEMA designated Zone A14 and is subject to costal flooding. Part of the lot is also located in a designated FEMA velocity zone. The lot and development of it is subject to Section 3-5.1 Flood Area Provisions of the Zoning Ordinance. The proposed new dwelling and all utilities would have to be located at or above elevation 12. Existing and proposed topography is not shown on the site plan submitted to the Board however according to an earlier site plan of development submitted to Conservation in 1997,the dwelling would apparently be located on a rise knoll,with the access drive remaining at elevation 8 feet. That access drive would be prone to flooding and limit emergency access to the building. Also of concern is the fact that part of the lot is within a designated FEMA velocity area and under zoning is not to be filled. Septic System: The applicant had repaired the on-site septic system in 2001-02. Disposal System Construction Permit No.2001-615 was issued to the site and improvements made that met Title 5 for three bedrooms on March of 2002. It is staff's understanding that the septic system could be reused with the new home provided the dwelling does not exceed three-bedrooms. Staff Concerns: Given the site's location staff is concerned with the limited information and lack of plans for the proposed new dwelling. It is staff's opinion that detailed plans of the proposed dwelling including a topographic site plan is needed for the Board to fully understand the proposal and extent of development. MGL Chapter 40A,Section 6 Findings: The Barnstable Zoning Ordinance is silent on the issue of demolition and reconstruction of a dwelling on non-conforming lots. The Courts have required the Board to determine whether the new dwelling is a "reconstruction" as that term is used in the "second except" clause of the first sentence of MGL Ch.40A, Section 6. The Court has ruled that the reconstruction maybe allowed if the Board finds that: (1) The proposed new dwelling does not intensify the alleged nonconformity, and (2) If it does intensify the nonconformity,the proposed new dwelling would not be substantially more detrimental to the neighborhood than the former dwelling; Suggested Conditions: If the Board should determine to go forward with the limited information and should find to grant relief,it may wish to consider. 2 Planning Division-Staff Report This relief is issued to permit the demolition and reconstruction with expansion of a single-family dwelling on a non-conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled"Proposed W/F Dwelling 20 West Bay Terrace Osterville,Mass." prepared for Lydia G.Smith,drawn by Sullivan Engineering,Inc.,and Cape Surv,dated April 28,2003. 2. The dwelling is limited to no more than 1.5-stories in height,20 feet to plate and the total gross area of building,including accessory structures is limited to no more that 5,060 sq.ft. The number of bedrooms shall not exceed three.. The basement of the dwelling shall only be used for storage. 3. The structure and site shall conform to all requirements of Section 3-5.1 Flood Area Provisions of the Zoning Ordinance. The access drives to the dwelling shall be so located and created to assure access shall be flood-proofed. There shall be no alteration of the lot area within the FEMA designated V (Velocity) Zone area of the lot. It shall remain as is and shall not be disturbed. 4. The on-site septic system shall be required to meet Title 5 requirements. 5. All mechanical equipment,including any electrical generators and or air conditioning units shall not be located within the required yard setbacks and shall conform to the requirements of Section 3-5.1 Flood Area Provisions of the Ordinance. 6. Construction shall complywith all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Title 5 requirements without variance. 7. The*dwelling shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any accessory structure be permitted without further permission from the Zoning Board of Appeals. 3 ASSESSORS REF.: FLOOD ZONE: ZONE: RF-1 Map 71, Parcel 12 Zone A14(el.12) & V17(el.14) Area (min.) 43,560 SF Community Panel No. 87,120 SF (RPOD) #250001 0018 D Fronta a (min) 20' July 2, 1992 Width min) 125' OVERLAY DISTRICT: Also See LOMR Setbacks: Dated May 17, 1996. Front 30' AP — Aquifer Protection District Side 15' As Shown on Plan Entitled Rear 15' "Revised Groundwater Protection Overlay Districts" — April, 1993 — ----— ,� OWNER: AL eay Dorothy-Pattberg Nominee Trust ak AL 1 Phillip.-Pattberg & Linda Meixner Trs. '\� 1 • Edge of 1 Solt Mara — — 1 � • AL \ AL AL '\ AL AL Up or sat Mweh . ae FluBold by FNSR ja'bl 2OW \\ AL 1 tY \ 28.3' c, New Concrete Ret. Foundation ,te°,p st ° Gro S� . ry6 53.8' Fortner `'•0welling Locotlon .`'•. 80.6'\ \S h CT d � Lot iCC(LCC 15354V) l LV C V oy��bleJ� �Y NOFI► cy I certify that the new foundation tea° RIC4ARD rr1 shown hereon conforms to the $ LHEUREUXR. ,' setback requirements of the PLOT PLAN #302 Zoning Bylaws of the town 'Oq �,Pv t of Barnstable. IN -_._._ —t BA-NNSTA_HA E Professio-777and Survey Date (Oyster Harbors) NOTES: MASS, 1. The foundation shown was located on the round DATE: 081JUU04 SCALE: 1"=40'. g 0 10 20 30 40 60 80 FEET by conventional survey methods on. July 7, 2004. 2.) The property. information shown hereon was PREPARED FOR: compiled from available .record information and John F. & Lydia G. Smith does not represent. on. actual on the ground survey. 30 West Bay Terrace 3.) This plan is not for recording and is not Oyster Harbors, MA 02655 to be used for construction layout or deed PREPARED BY: description purposes. CapeSury 7 Parker Road Osterville MA 02655 DWG #: C279_11 g1 FIELD BY. WHK/JPM (508) 420-3994 / 420-3995fox r t � �a W 6564 - 0 p G p G p 0 p ° � n G p G p a Effective Date: May 20th, 2004 u n p a p Western Surety Company G p LICENSE AND PERMIT BOND G p 0 p n p KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14590794 ; G p n p G That we, Pratt Construction Co. , Inc. G n r n of the Town of Marstons Mills State of Massachusetts as Principal, G p ° and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable, Building DiVigion , State of Massachusetts as Obligee,in the penal sum of One Thousand and 00/100 DOLLARS( $1,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made,we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed street Opening by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and"in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until May 20th 2005 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thi kiBBd# ���i,,ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh`j`•thpre'[pbn.. lieved from any liability for any acts or omissions of the Principal subsequent to said d$te& o number of years this bond shall continue in force, the number of claims made against tb , an d `®3znber of premiums which shall be payable or paid, the Surety's total limit of liability AaA-%not be cumul4d'&from year to year or period to period, and in no event shall the Surety's total liability fad I'•clawacA-edr'tS amount set forth above. Any revision of the bond amount shall not be cumulative. G is�aePaABPB�4gg5S4�14�a♦4 n Dated this 20th day of May 2004 G 9 fi n r p 5 Principal r n r p Principal r p Countersigned (where required) WEST Ee-S URET COMPANY2 r By Byn Resident Agent Paul T.Bruflat,S96ior Vice President a Form 532-5-2002 - r n r u 5 n Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attomey-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,all of the following classes of documents to-wit: Indemnity,Surety and Undertakings that may be desired by contract,or may be given in any action or proceeding in any court of law or equity, policies ' demnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and %Iae fidelity bQ. n+r it in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waive�rs�lo fdiy..Qf ch�rige or extend any bond or document executed for this Company,and to compromise and settle any and all claims or d@ nds ma e r exis g.against said Company. esteem Surety�6A$rh-- further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Co y duly adopted and 6w in force,to-wit: ae$ec�on All �ondsg policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the co �rate$narrre thE`�C.om an b the President, Secrets an Assistant Secretary, Treasurer, or an Vice President, or such other rP as a P Y Y Secretary, Y rY Y Y officers Nvitb irectors may authorize. The President, any Vim President, Secretary,any Assistant Secretary, or the Treasurer may appoint tta�neys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by.its- Senior Vice President with the corporate seal affixed this loth day of May _2004 ATTEST WESTE N URET COMPANY By Assistant Secretary Paul .Brufl�Senire President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 20th day of May 2004 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. i�,hhy�,gyyy�,55555�,�,ti5�,yggg t J D. KRELL s s --� SEL NOTARY PUBLIC(SEAL SOUTH DAKOTA Is s +4t�yyyyc,yyhh�,�,�,�,h4444444♦ Notary Public My Commission Expires November 30,2006 Form F1975-4-2002 ✓JOielo-IZJb4 ib:.3l IP1t rtl ItL-dtKb UU. NU. (GU 1,11.00e I, --- c Y Effective Date: may 20th 2004 Y Western Surety Company Y LICENSE AND PERMIT BOND ^ ° KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14590794 Thatwe, Pratt construction Co. Inc. of the Town of Maretons Mills State of Massachueetts ,as Principal, and WFSTF,RN SURETY COMPANY,a corporation duly lif ensed to do surety business in the State of Maesachusett s as Surety,are held and Iixmly bound unto the Town of Earnstable, Building Division State of Massachusetts as Obligee,in the penal sum of One Thousand and 00/100 DOLLARS( $1,000.00 lawful money of the United States,to be paid to the Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street en�-n by the Obligee. E NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otberwise to remain in full force and effect until May 20th 2005 ,unless renewed by Continuation Certificate, This bored may be terminated at any time by the Surety upon sending notice in writing,by First Class U.S. Mail to the Obligee and to the Principal at the address last known to the Surety, and at the expiration ,ftfr of t ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh e^r�itm. ieved from any liability for any acts or omissions of the Principal subsequent to sand d 'b number of years this bond shall continue in force,the number of claims made against t and t? 'ber of premiums which shall be payable or paid, the Surety's total limit of liability -- — _ „o.�od to period m the et l habilt ...� , and in o event shall h Surety's s tote �ty amount set forth above. Any re.,i-m - _ Man 4 i � �dspJffth4:ecl0d2� ° Dated this loth day of May 2004 ° is I ^ , n Principal iPrincipal Countersigned(where required) W E S T E ��S U R E T C O.M''P A�i X - . By By Resident Agent Paul T.Bruflat,8 'loz'V;Ce P e-dent < f0rm 532.5-2002 001 e leuu" 10:J1 IMC r-CI ICLtLMO l,U. 9 1'JL'0geU7lJJ �I I Sure CompanyWestern POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, Califomia, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Loulsltina, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi. Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey,'New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania. Rhode Island. South Carolina, South Dakota, Tennessee, Texas, Utah, Ve!r.n^I. Virolnla. Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make, P .ul T.Bruflat of Sioux Falls Dakota Its regularly elected Senior Vice President as Attomevin-Fact. with full power and authorlty - ......... -Act and dead,all of the following classes of documents to-wit: Indemnity.Surety and Undertakings that may be desired by eontract,.or may be given in any Action ------- --------... 7TDIOvee9; orncm,, vme, o,,•• --- In au cases wnars mucnmu n a .+ ,e..,u„ - - - ^""•' and eulhority to execute amsemts anct fidelity i. W., y y " r a:.a,:, _.. _.._ 4_ii'4ni,- e or extend any bond or document executed for this Company.and to compromise and settle any e- --. against said Company. PIN' Lhat the following is a true and exact copy of Section 7 of the by-laws of Wester-,Surely I - - -- -- Lor�ny uwy auuyicu euu.unn iv-wIC 211 yyO a'!` - -- ", corporation shall be executed in the ..._.....a.. n. "Vi.•o Drcddanl nr hV 3!I(31 Other oorp— - - - --• - 4�nN nnrrian nr undertakings In the name of the Comosny. rr;. corporate seal is not necessary for the validity of a.g 'f% -:. - -- corporation. The slgneture of any such officer and the conic atc ccw:-=;'--,•••••-__, ._�......_. = 'iVESTERN SURETY COMPANY has caused these presents to b'e executed by.ifs Senior Vice rresideni with the corporate seal affixed this 20th day of May `-5GLQ4-- . ATTEST WESTE N URET C0N:PA,At " ' By _ Assistant Secretary STATE OF SOUTH DAKOTA 1 is 1 ss :I COUNTY OF MINNEHAHA On this 20 th day of Ma 2004 before me,a Notary Public,personally appeared Paul T. Bruflat and L.Nelson j who,being by me duly sworn.acknowledged that they signed the above Power of Attorney as Senior Vice President 'I and Assiatant Secretary, respectively, of the sold WESTERN SURETY COMPANY• and acknowledged said instrument to be the voluntary act and deed of said Corporation. � .�1�q r��bgr ti♦r\r\\\\b4\144 l + D. KRELL s F�tL NOTARY PUBLIC sEat r d S�SOUTH DAKOTA r !I a\b\bbbb\4\\444bb4b44A\\♦ o ary ublIC I My.Commlasion Expires November 30,2006 I • i Form Ft975.4.2002 i Jun-19-03 07 :42A Osterville Water Opt 508 428 3508 P_01 I Centerville.O terville-Marston-, Mills Water Department TQWia N 0.Rol 369- 1138 MAIN-STRE FT ' BAfih,',3 TAB, r OSTF.RVILLE:.MASSACHUS1S'C7'S 02655 1003 J� ' ,rc os'�� n p�p OFFICE'(N: 9 4N p: BOARD OF WATER('r :0MINSIONF:RS C1 1uJ WATER Mr WATEN SUPI•:RINTENI)IINl• DEPT. 1 BroNs M. fll Y�SOpk June l b, 2003 Town of Banistable Building Dept, 367 Main Street Hyannis, MA 02601 Rc: Account#814 Lydia G. Smith r 20 West Bay 1'er race Osterville, INIA Gentlemen; On Wednesday June 18, 2003 we disconnecte(i ills water 5el-ViCC M the curb stop at the property mentioned ibovc, It is our Understanding the owner plans to demolish the existing structure, re-build and insta!I a ucw water service at a later datc. If you ha,c tiny yuestit)ns. pluuse call our office at 508-428-6691. V cry truly yours, • Craig (:r'ockcr Superintendent CC'r s.In I •.fin;" The Commonwealth of Massachusetts - Department of Industrial'Aeeidents' , _ _ : . •�76all�sd��s . 600'Washington Street : ' Boston, Mass. 02111 Workers'.Coin ens ation,•Insurance Affidavit-General Businesses :yr ' name: � ate„ ,.-a•� G�-�- � ... • {` r..• — • �� address: hone city work site location(full address):- ❑Retail[]'Restaurant/Bar/Eating Establishment ❑ I am•a sole proprietor and have no one ' Bpsiness Types wort ng in any capacity. [] Office[] Sales (including Real Estate,Antos etc.)* . I am an em to er with . (0 etn to ees(full& art timed ❑Other %�/%%%//% /%///rig.�i/.✓%/%/%/%%/%/%//%%/%//// ///arI t//%%%///G/%%///%%/%11 I aII(an employer p oviding viorkers compensation for my employees w rking on this job,: . coma"an '•tname:. :r•:. _': - { address: •::: '•`. �,•' •�:-_• ;•- �'' ..,...,is+': •.''...•. -%: '' '' - ''a� •vl.'... Srisiirance.cos:::..�: �ama proprietor and-have hired the independent contractors listed below. r o have the following workers' .compensation polices: : CUIII 9II `IISIIte .<. -s.•: ' .."'•y�'•'Y��•.••�� "f -"s. .. address:. „ )lone'#+ irisurance'co.'..:: : :'<:;= :;'. : ,�• ,•:ri : ' ,r .'' ;..; t ..: :• ::: hone w ' - iiisnr`snce eb:+ Do Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties i.n the form of a STOP WORK OIRDER and a fine of$100.00 a day against me. I understand that Itcopy of this statement maybe forwarded to the Office of Investigations of the DlAfor coverage verification. I do hereby certify ins an ties of perjury that the inform ation provided above is true 94for { Phone# Print name ` `�33 official use only do not write in this area to be completed by city or sown official city or town: permitniceuse# ❑Building Department ❑Licensing Board ❑Selectmen's Office ❑check if immediate response is required ❑Health Department contact person phone#; ❑Other (rav ed Sept 7003) Information and Instructions. 5 wires all to ers to rovide-workers' ensatidn for*their. (/ Massachusetts General Laws-chapter 152 section 2 .req en . y p v. ._„ employees: As quoted from the l law", an employee is.defined as every person m the service of another under any contract of hire, express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a�joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,.association or other legal entity, employing employees. 'However.the owner of a dwelling house having.not more than three apartments and who resides therein, or the,occupant of the.dwelling house of another who emplo3�s persons to do.maintenance, construction or repair work on such dwelling fiouse or on the grounds ors building.apP urtenant thereto shall not because of such.employn=t.be deemed to be an employer..... . .... : ... MGL chapter 152 section 25 also*staies tha '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 accept able.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 tie insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill is the workers'�conopensatim affidavit completely,by checking the box that applies to your-sitdatiom. Please supply company name, address and phone numbers along with a certificate of insurance as.all affidavits may be submitted cidents for confirmation of insurance coverage. Also be sure to sign and'date the to the Department of Industrial Ac 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 th6`law"or if you are required to obtain a:workers.'compensation policy,please call the Department at the number liste�d:below. . City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pernat/license.number.whi:ch 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 hesitate to give us'a call. ' The Department's address, telephone and'fax number: The Commonwealth Of Massachusetts Department.of Industrial Accidents efflee of lmsfigMns 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 S70 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ILH �' '�/� square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) ( J - square feet x$32/sq.ft.= `S 6vu x.0031= " �a ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00 (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee pro;cost e •O °AWE,, Town of Barnstable Regulatory Services ? BAMSTABM$ Thomas F.Geiler,Director E pyp•� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma-us Fax: 508-790-6230 Office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using ABuilder i as Owner of the subject property I, FA�6' C�N���.�?� �� to act on my behalf, hereby authorize in all matters relative to work authorized by this building permit application for. (Address of Job) Si tore of Owner . to Print Name QTORMS;0 WNERPERMISSION {{ SAVE�' -' Workers Compensation and tiJ ' &PROPERTY Employers Liability Insurance Policy CASUALTY INSURANCE COMPANY Information Page 10985 Cody, Suite 135 Overland Park, Kansas 66210-1224 AnwmLr•o(MnJvmG•uos,.vm,ue G•ony 1 Policy Number Renewal Of Policy Period Agency -.VC0002029 WC0002029 05/21/2003 to 05/21/2004 0000750 4 Item Named Insured and Address Agent 1. Pratt Construction Company, Inc. Renaissance Insurance Agency, Inc. P.O. Box 731 981 Worcester Street Marston Mills, MA 02648 Wellesley, MA 02482 i i f FED ID Number: 04-3274165 NCCI Carrier Code No.: 31771 Risk ID No.: 301701 Other workplaces not shown above:See attached schedule i Entity: Corporation 2. Policy Period: 05/21/2003 . to 05/21/200412:01 am standard time at the insured's mailing address. 3A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation law and any occupational disease law of each of the states listed here: MA f I 3B. Employers Liability Insurance: Part Two of the policy applies to Employers Liability Insurance for work in each I state listed in Item 3A. The Limits of Liability are: Bodily Injury by Accident $500,000 Each Employee Bodily Injury by Disease $500,000 Policy Limit . I Bodily Injury by Disease $500,000 Each Accident t 3C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: All states except ND, OH, WA,WV,WY and states designated in Item 3A of the Information Page. s 3D. This policy includes these endorsements and schedules: See attached schedule. I 4. The premium for this policy will be determined by our Manual of Rules, Classifications, Rates and Rating Plans. All Information below is subject to verification and change by audit. Adjustment of premium shall be made at: Policy Expiration Classification of Operations: See attached schedule Minimum Premium: $550 Expense Constant: $244 Deposit Premium: $5,742 Total Estimated Annual Premium: $19,137 Countersigned 05/06/2003 By DATE Autfior`ized Agent This Information Page with the Workers Compensation and Employers Liability Insurance Policy and t Endorsements, if any, issued to form a part thereof, completes the above number policy. Date of Issue: 05/06/2003 Insured Copy RENMR1 WC 00 00 01 SV (12/98 MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MASclieck Software Version 2 . 0 } Checked by/Date CITY: Hyannis STATE : Massachusetts HDD: 5973 CONSTRUCTION. TYPE : 1 or 2 family, detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE: 5-16-2004 DATE OF PLANS : May 14, 2004 TITLE: Smith Residence Guest House PROJECT INFORMATION: Smith Residence Guest House 20 West Bay Terrace Osterville, MA. 02649 COMPANY INFORMATION: Pratt Construction Co. , Inc . 153 Lovell' s Lane, Unit D PO Box 731 Marstons Mills, MA. 02648 I COMPLIANCE: PASSES Required UA = 514 Your Home = 364 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1661 30 . 0 3 . 0 53 WALLS : Wood Frame, 16" O. C. 1990 20 . 0 3 . 0 105 GLAZING: Windows or Doors 491 0 . 310 152 FLOORS : Over Unconditioned Space 1661 30 . 0 54 HVAC EFFICIENCY: Furnace, 90 . 0 AFUE ----------------------------------------------------------- - ----- - ----- - --- -- -- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code . The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in sections 780CMR 1310 and Builder/Designer Date � Gf 6 MAScheck -INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 Smith" Residence Guest House DATE : 5-16-2004 Is Bldg. Dept . Use CEILINGS : [ ] 1 . R-30 + R-3 Comments/Location WALLS : [ ] 1 . Wood Frame, 16" O. C. , R-20 + R-3 Comments/Location 'Zx (o WINDOWS AND GLASS DOORS : [ ] 1 . U-value : 0 . 31 For windows without lab }_e_d U-values, describe features : # Panes Frame T e G -QWP Thermal Break? [ ] Yes [ ] No Comments/Location fP �,4�. i ��fer 6t-✓!}Lcc� U,�/ FLOORS : [ ] 1 . Over Unconditioned Space, -30 Comments/Location , �, /(hey( Z/�,� S ✓G�e HVAC EQUIPMENT EFFICIENCY: [ ] 1 . Furnace, 90 . 0 AFUE or higher Make and Model Number ( e/t- K �I o Ufa r GR THERMOSTATS : [ ] Adjustable thermostats required for each HVAC system. AIR LEAKAGE : [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape . Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual j' or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 . 4 . MISC REQUIREMENTS : [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) ------------------------- 1 GUEST HOUSE RESIDENCE S>nITH RESIDENCE S GUEST HOUSE _ "IN I T H 20 WEST BAY TERRACE y 1 II ® 1 OSTERVILLE MA 02649 SMOKE DETECTORS 20 WEST BAY TERRACE � O.K. • OSTERVILLE, MA 02649 GENERAL MOTES: 4. B 1 A LE BUILDING DEPT. ARRencenenTa, ealGna ono p°a HOtCnTEO T15..... e REOI OR RSPREaen e Teo THrte..A eowne.a RaAM 11 e F.C, er.OF ooaeve"n , ARCHITECT InC. sHALL DE V IL2eD D Eason,F H OR CORPORATION FOR _ — e cC v H apeCIPIC v n Pe RHlsslOn F REVS"'CHOLAEIF -- ---— ARCHITECT,R Ut o0 e1Roaa OR ascaepenaea on THE D...1-a,SHOP o VINGs- DETAILS DETAILS ARE TO 9S DROUGHT THE _ `-"'-�--- ----- ----- nTIOn OF i ARCHITECT DEFORG -- —_ -- THe 40RK HAa<OHHENCSD. ARE TO 0E USE°A O n0 DRAW-3 ARE TO DE SCALED." q ��?`+,jr` -t{ C y(' \\„�1 'l f .2t.-.4 IS.---,,,�/ -_� ,{ )y^^y^I•^,�/" y ,7�-^I"=� i �_,-�.°/1n,_ G V' I �_ >>. 7(__Y- >(-�.Xr. )- 1 5,,,'lf 4'�l A`•' �'`r 11 ,tl•�r..:L �r°^r`'- _" �I•..'"I Jr� t T�,.. �t `: ��-tPt:rcr �„-•; �,w„ -,=)tom 'y' _ r_ } mW It I DOREVE NICHOLAEFF ARCHITECT INC. 8 `3 NSTRECT OSIERVElBMe Q'6!! I 1111TUCHIT SIT' 05/'fie®/�00,4 P ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST ARCHITECTURAL DRA%MGS swsDLs",•e_Pew•.:°tlmF Ta I a wen ,, Fam W) COLUMN GRtD OWNER T01 FRONT COVFRSHEET °`bwuGnil At°•:•n m+n vm' Peom u..I aeowm (A�----w„m„a Da n„m°. Pvu °,,vOal t T MR. & MRS. JOHN F. SMITH A-0I FIRSTFLOORPWN e�.e RIB e•u,q"drtteD�F °, 30 WEST BAY TERRACE AeDHOnAONs: n.P•°w`° °1,� y^"^,•,'^ ;i wvKvowiP.Tlu DEMLS OYSTER HARBORS,MA 02655 A-01 BASFMENT PLAN eIp Roe•G•n) q,,y Pp,,;,1°,,,;,F,. R:O 1• DFPD Nu uT ee..wm.e ne°. �fOrtwR °ow.t°•Y,i �«+r'"19 not se°mn.D•o.) ELEVATIONS A-03 ROOF PLAN °� Nee.e RaKnmu L LANDSCAPE ARCHITECT A� EXEXTEERRIIOR ELEVATIONS .K"D1Dr+r � ;;."" R�i°R �nv"f't'^•^ cT °,,,,,,.„„ SECTIONS N" MICHAEL SLIER µAu a,m,K�u ui - A-06 EXTERIOR ELEVATIONS ae»I.t SM.n a LANDWORKS INC. .ec °`nm' °i"'°9• wIb" H�°uR .m.N"Ha�°"mew coNCRnE �� 10 DERBY SOUARE A.07 BUILDING SECTION PROJECT NUMBER: akaea Hun cal ce sme IR. „� ;�m,� SALEM,MA 01970 wr G0 pie0s A-08 BUILDING SECTION m Rrv,mn �, wAU TYPES 978))745-7181 A-09 BUIIDINGSECI'IONS �9 7817 40-2823 FAX - DPAWN BY: JAD/DAV DEr HwxD nen„eea R �— A-10 WALL SECTIONS-DETAILS wean a"mw. Bi a«u1 n°DIH°R ^ < s0 mm A-II WALL SECTIONS-DETAILS of b°P MHT D napm°Y" •Wcn oevnt°C DONtltETF DIDCK DOOR NUMBER STRUCTURAL ENGINEER A-Iz DETAILS B 1G b l^R Xwi 1h°a,tanal YH rtnee ® 4u•ilwn Dw•Nnm�n .. T. VARNUM PHILBROOK, P.E. A-13 WAIL SECTIONS-DEI'AIIS 5� ELONE Inro sP«. PHILBROOK ENGINEERING&CONSTRUCTION IIm H,aw.�e).D°a) ��° DATE: MAY 12, 2004 sc • • WINDOW ME 107 BEACH STREET STRICTJRAL DRAWLNGS a,EE. AEFF Ta (508)3 - 02638 CT FTmm kt° �• DOREVE NICHOL (508)385-8682 $i'H «•tea Iu. ' - •"ml smRn sAle count HocNTs S-0I FOUNDATION PLAN Cl aNtya SUSP •uspmeeeT On a me..mlt. .n 1anl su .>mmFn(ke0 `r—"A10^can°O•`"9pni SITE CIVIL S-OI.I FOUNDA-fIONDETAIIS - CCOin �°r l°nt.) •neck°ul SS eHl•m ®TIM511ED WWO ♦. 21 �yTe ARCHITECT INC. NDTCD PETS SULLIVAN ENGINEERING S-0I? FOST FLOOR G co�i1 °�: m).Oa,).Oaq ��•.tar m atmg.. "me.• 7 PARKER ROAD n:a mK io-k"(^•••) w�e.bm i"mD.• � mu°n R.t..e°T.° S-07 ROOF FROORN RANG PLAN cwtn t'ma�um"�O• roo " OSTERNLLE,MA 02655 iT no F1e T« em" e�,a•q DETAIL AREA (508 428-3344 WM °w" e W GOalobn, e° E t -F., 8I2 MAIN STREET C�—E °^^�^ (soa;428-3115 FAX s-u3.1 CFJLING FRA v11NG PLAN C ceun• • iOYI eW JR 4i°, 'e(L]--OmeH Numo•• <wne•. UH moarol•° NI m.lnp Henn On OSTERVILLE, A 02655 EIECIRICALDNAwYCS TL LE w°R•L aaou,w�� y° °nl� "°KOI EQUIPMENT EwIPm.°tR,n.«R°NumM. E-01 FIRSTFLOORELECTRICALPLAN FRONT COVER SHEET � ,ln,,,,,, TEL.508-420-5298 wN °Imvnalen mafNm UR° u —1 Sca, DR eW� ___ FAX 508-420-2240 oN bw ° - E-02 DASEM19INTEIECTWCAL PII\N ° C——_7 WAL iD Runwrt NORTH ARROW w Nw 01VR em,NDnunO I(w d^^^I"n` R �O^' ./ Ron NOM 4 (Pro1M R•IFm+ca) DWG SC knew VERi Vp°•ik0°°tlompa •OW aNnreem•. D mw°'n1°(•e) vKi „•M nw• .....____- M5C.10 F2404F .. - TELLC N 4k(woi ii vr° HW IXb.�S r - xVk ••team NOU mu TM II IFnO N•Swb / ,I•wton NK: ml I`Stan mtt WC FetF ao•ee Smell Sea, RENSIO�Nj5��/� ul. F e.Mu.aNCm t unbaeo• m mt a ecae N�'A1K wb,p�meR ) H y.� . T}H •• �C enter(•) MN 'Mm,•1°° ,n i CYPSUU DO•AD RMakr,Lxn4an ® . Vi ••i W°er°a W w°b EbmFm ,•"^O°"teT - _-_UM . . t - f SMITH RESIDENCE GUEST HOUSE 20 WEST BAY TERRACE / OSTERVILLE, MA 02649 GENERAL NOTES: :'E.-EMEMTa,NDea L OAMD wFLAMI a \ /// 'I\\ '/s O \\• `\ %• / I I THEREeCDARE *01O" OBYR— REMA nD AT.EaCN ieOPE0.1?C OOMO REVS nIGHOLAeFF, C�\p// �\ ,r I I E.ALL ae UTILIZED E•AA IT TPERSON, FIRM \ // / / A QA �:O• `]v OR CORPORATION FOR ANY PURPOaE: OG THE FIR.oo eve N—O—FF WRITTEN R nua0n F A_IT-T,Inc. nn. eaaoe OR Ducaevnnuea on D0.A1JWG1, aNOP DRAIIMOa ANO /g 0 /; ,� J'® ), �'• GP_dj ' ATTENTION OF TO" EeARGNITECT DEFORE ( / /Q�� I TNe vORa w4a CO.nenCED. i Y Gp�/ .A A D NO / / / /i' j�', ,>•'.., .\ Dmn.. TO E .1 Aaee EeALeD A" \\FAMILTO27'-31- 13. THEDfi EILING V/ 2 y 1d'o• y 2IV 6 i 4 '�/ LINE OF STONE KNEE W4I COPING BELOW HEIGHT ER ® s -O• RACE BE O O A!va ® \ y \ ao��` n b /6P� a 9521 O ———— O9 _— / / \ / / 10 \ 0 I 91 TEMP \ / ' / F ER 3.9 � ® I 6 19�1' 2 T i I A08 Q �I♦ G �; ' \I. / 6 d s fl �•' 3571 TEMP x ' IAG@ T I 4Y� , ,✓ \ `'A9�\\\ 6,/\ .'', I � 107-fIry� ,N ,i o ASTERS.BEDROOM 04,R 'b�� /m/ 1 tF2?E1 i100v�jG -ITHEDRAI C MLING i. /o]\y'' .\•.�'`a �/ \\ �:;% / I •� ry'\'�. %/, 6•-1� _y�3'-_7. 4-52 11'I�I 1sl. �P� \\ \�. � ;� \$® 1oa y1ro \\i`' 1. I 1 s ml' \ID I _ I DARE AE FF KITC n I m ,._1- (��J ,D.a �� VE NICHOL _ \ S'UNEU 1'APC'iA.''/`\ `�j� // per - CU /UpI10 L�T LEfLU1G L I J �• oBdvE I Iw � ARCH]THCI'INC \\ \70 \ ' \cr\`..1z �/� ® b n h Q I OS IRVILL!$A s �s I I y 151. 5 , 0 �• ! F C SWglT \\\3.6• / / g\�a, ; 2 ;� �' �\`\ \✓ P •2'-1� 92'oI A`52 �I® 19Y1' 7.1 SwY \\ 3b_ // O y,'t ` '],�J \ \ •Q,\ \ %/ BEDROOM tt2 b HELPROD I 109.1 `1101 �..j 106.1 LNI CLO. SRa�W / CcS. \� L kPEf f."kY2NG 9 \\, � j %� s. / \�' ,�. 6•-6 �i 9z 's-e• 2 ' ` 32 T s•- 52f i �5�' LINE OF CEILING g �Te� Ze.w _ OB 19 "\/.. 3 Ili ICY ✓/ ABOVE � _ °•.6�1.1. 1 08. M S IE L BATH.MRA O 2 C10.2 \�\\\;\+\ -sa �1';10A 0u I I ®— T PROJECT NUMBER: I 0 T 0 K EE WALL N 1- HEIGHT a-aI\_� ., „i, —I—�--<_ DRAWN BY: JAD/DAV �•' •� ':KNEE/ ALL /, E/�,A I- I x Q/,_� (1 I HEIGHT 07'-0' Q H GHT®7'-0' A: I v I SCALE: \ / I LINE OF STONE COPING BELOW DATE: MAY 12, 2004 y l0 \\ ,tio� / 11-�di-_—� 6•-0• '�---�� �6• I r-Io• I s'$• TITLE ?T FIRST FLOOR PLAN qOs, L 1612.32 SQUARE FEET(FINISHED) y®s mm AW ' FIRST FLOOR PLAN SCALE: / CP 0 SMITH RESIDENCE GUEST HOUSE 20 WEST BAY TERRACE b. \ OSTERVILLE, MA 02649 GENERAL NOTES: THE DR4VInG AND ALL OF THE IDE4J uY \ ( eRRANGE..HTJ,peSIGnJ 4IL HS \ /• / I I - IH.,CATED T E.EO.OR vRUenTED /ti/ f '\ T _I ERE- ARE vneo Bra. ,y,/� /2 / /1 f /\ / i' \ \ 9 --- \ / I• THE PROPER-GOF DOaeven N.CHOLAMFF, \ / �" —CHL'eeCT lHC. MO PART HEREOF F� / ` / " \• / \\\ \ /• / I I OR COavoa4TlOn p OR ABy nr rPvavose:Flan EXCEPT vrtH svec F¢ valrren veRHumon //• `x \\�( n OCR—mcHOI.4ePP / AlCHRECT1,InC.A GR40RJ 14 DIJCREP4nCIeJ On THE D0.4MInGJ,JNOP OR4VInGs 4nD AILJ 44e TO 0E BROUGHT TO THE 4TTE MTION OF THE ARCHITECT BePORe aJ�Or �B•'�\ / \R /' \\ �\ THE WORK H40 COMMENCED. 'n nenmonJ E A e ro e up ono no ORAVInGJ ARE To BE eCx ALED. Qo /� // \\�<B /// \\\ A04 \Jy7y \ �\ %xi 27 /;x 16•-4' it,® 1 \\ ED WD, PA MELIIYG, / \ \\ T3,5.0 "� v,a'�/ N o -------- I ------ — - - \�200 — _ ---— —�— --m}—--r� (gyp •LI O��T \Y� `` \\ /,. \✓' "' `��� �J \ \ i Cooq 4-aRv� /• \ j `P+,��iiL i I I I i I—LIRE OP DROPPED R,1FC<`4G0 BEAM ABOVE y \\ \ b?ry �; TOP OF SUM R \ _ _ __ _ U - — — \� 20-M MUTE STrri. I I I I \ O/ \ .✓ \ \' DOORW/APPLIED I I D V I —RAISED WD.PAMELWGr GA GE!V'ALLS a CEILING TOP OF ��'` \\ \ \ y P / `\ ` // `\ •\ / III 1 TO IECEIVE Ill LATER 5k9' Ems'6 I' ORE E NICHOLAEFF / I11 I TYPE X'rWB COMTVR/0U3 I i \\ \\�� \\.' \ \''�® \\i�`�, \\\ \\ �•/ I I ' I I �. I I (_ necrTn'ecrnc. o % 10• es' /" �\ �. \\ \ \\ � / �• I L osiFav'I E�03355 \ \ } >\ FAX GARAGE xis4v:ris AGE 004 FAX \• , � •\ II E 02 II GARAGE 01 \\ EMOT (OE MOTORIZED DPE O ( AGE DOOR(PPIENER (TYP.) \\S\\ `•\ \\ \_ / . . I U. 13 S,2 2'-7j' I I I 12B' I I O 2 U7 9 � z -p{�y� I�67.rE���—���'>I i i �— 7--� W. bT, I I I \ �\� 135.p'ash 1 I E ® TOP of s j I i } ® raP of s I J PROJECT NUMBER: �- UEV.m 6.50 DRAWN BY: JAD/DAV ` 2 LIME OP STONE SCALE: VENEER 13 �� T's• /J \ FLOOD DATE: MAY 12. 2004 \ T• / \� b' EOUALIZATpN \\a•-O Sad / \ PAEIHL FLOOD EQUALIZATION .\• //3-a, \ f�I I _ PANEL \ \ ! 13 1 I A05 \ 4_j2• z I 10-B• I 4•_Q- 10-B• 1•-7• TITLE 11'-T• \__ I —__ •14'-6' jr— V-1O• 2 e BASEMENT FLOOR PLAN -- 24'-13j• -—. , -- \. 42 --_— 1041.31 SQUARE FEET S 67'�4 2a• / B•I . \\ / um A BA$E MEET FLOOR PLAN SCALE: 1/4' _ -O' j cp� 5 SMITH RESIDE\'CE GUEST HOUSE 20 WEST BAY TERRACE / I OSTERVILLE, MA 02649 GENERAL NOTES: y / I I THeR DRA WInG A Ep] I /' I ArvGeHen T3,nOe3IGn90AHD HFLa J ;HD H—TEpA THMIMOI OR BT RpnDE9 T— Z/ 99� / I I IReRrecr—on Doaeve mcRoE.EoLF eFF, ' SHALL BE UT;L:zeD Br p Tveason,c,RH 0. R exceo WrtT H 9Fec��c Wrren F anon OF THE F: a e usl R, DOReve mcHOLA.— C. THE Daa WIR OR OUC0.eRAnC�EJ On \ r nGJ, IrvG SHOP ORAW ] H. T DETAILS ARE O Be BRWGHT TO THE (,P-OS i ATTI-1 O THE ARCHITECT BEFORE THE WORR HAS o nnenceD. n]IG ns All TO BC 1111—nO D.A.In ]ARE TO Be JCALED. -i F_ -- --=--�_- - ter--_- >< �,"J: \\\�•� H'ti 9Y _'__ ti '/�� /'-� \�\ i I - � i �_-_----- _- __'"__ _ —tom 1 zo Oz a_c —- - 9N2 --m DOREVE NICHOLAEFF -- ARCHITECT INC. �}q \ \ elz+un szazEr I GSE �IW� ABA. ins,' 1. Ap A PROJECT NUMBER: DRAWN BY: JAD/DAV 111111 !� 1 � 1� +�-�o SCALE: o' 0112 f 1 Z � \ I DATE: MAY 12, 2004 32'-41- i Ty 4•_. - 3 A05 TITLE ? ROOF PLAN — am 0 l ROOF PLAID SCALE: 1/4' _ -O' 2 1 A07 A07 TYPICAL ROOF CONSTRUCTION:WESTERN RED 1 SMITH RESIDENCE S CEDAR OOF SHINGLES PERFECTION GRADE,a1 WOVEN SHINGLE RIDGE CAPS, W 7 7 ] BLUE LABREL OVER CEDAR BREATHER OVER 30- GUEST HOUSE.TYP.TO MATCH EXISTING(MA q11 ROOF FELT OVER 5/8'COX PLYWOOD TO _ HOUSE) All T.P A1TMTYPP MATCH EXISTING(MA IIOU3aN -----T-YPGAi-ROOF CONSTRUCT :F-K31i:-WESERN RED---- -------- 12 1 -- --'-- -_ MY- 0 q CEDAR ROO SH INGLES PERFECTION GRADE,a1 CRICKET 12 A/1 1 20 WEST BAY TERRACE BLUE LABEL F OVER CEDAR BREATHER OVER 30a 12 9� I �9 I TYP WOVEN SHINGLE RIDGE GAPS. OSTERVILLE, MA 02649 ROOF FELT OVER 5/B•COY,PLYWOOD TO MATCH 5 5 ] TYP.TO MATCH EXISTING(MATH EXISTING IMAW HOUSE) 9 - A11 A91 411 HOUSE) nry h ipP WALL%ATE --, -_ ALUMINUM CLAD WINDOWS TYP. 13 �9 ENiR TYP.Y n (COLOR TO MATCH EXISTING-MAW - -_ =- ` ` =- --- --_=_-_- ALUMVYUM CLOD WINDOWS TYP. n (COLHOUSE) 9 2• (COLOR TO MATCH EXISTING-MAIN ' �� � � I 3 _ -' HOUSE) � .P-aTYER3- TopVWl GENERAL NOTES: P.IATE -. __..-__-_____ _- --_ - �_ \_ I r_ --411 1 A11 -- _---- - we O0.n4WG AND all OF THE IDGAO 1'aS-CEDAR TRIM W/BACKBAND tTP. \ AR0.4nGe-ENT' De BIGnB AN' vlAnS / \ -_ - --- -- ` � -_ - 1'r5'CEDAR TRIM W/BACKBAND TYP. h a WINDOWS @ DOORS(PAINT TO E-- __ _ ._J _ a WINDOWS @ DOORS(PANT TO h n ry WDiC-D T EIMOI OR REIResenre0 '�ry 0 YI MATCH EXISTING-MAIN HOUSE) \ / - -- - \ -- _ --__ \� MATCH EXISTING-MAIN HOUSE) Y�O N CRecr ARE OWNED Br YAND R (� m O C rw PROFERTY OF OOR6 -OLAEFF, CUSTOM-PROFILE PAINTED CEDAR _-. TE P j. ARCwIreCT WC. no FART THEREOF -_-_ 357A 7 2571 SILLS a ALL 13T FLOOR DOORS AND -___ 3571 35]1 95]1 _--.-- --- 357 __-_. 0 PAINTED CEDAR RAILING TO Ow1L1. AILED er FIR" ' WINDOWS BY G.C.TYP.TO MATCH --------"' "'-""-_' R MATCH EXISTING MAIN HOUSE ANYPERSON. ---._.--_-- --_ _ �-- - IWRITTEN a nueron EXISTING(MAIN HOUSE) _--- 9 I eACevrRWTI r>DeCFOC l oR n ae' rop a , A -�-- F FIR n DOReve nlcwo FF uq---� ArsCwITE�recr,W . 5-�^ -_ k r-..1- TOMATCHPAVING Twe DAD 1nae�O O DRouGwr ro THE TAPERED GR4 E R in I [ -'••� 1 -- - - FACE STONE TO MATCH (� we rr EXISTING(MAW MOUSE) 4 ANTenTION OF T eGARCHIT-1 eeFORe E ..R.w S CON....... - - - - - - - -- -I-- P I J ` •�••*1��.-l;i� 1�_,`�L l t"il Ir.L 1 l --,{ - -- - -- @Ia TIDED nrvATMN - EUEV -,--; DIMENSIONS ARE TO Be u9eD AND no DRAW.- ARE TO eE..Al... ai � ��tif P.. ��1P iDP Q SIRfEDOR I y ••1 .^lI. OfM TW OT aBiL00R P ,D I ELEtl.-]AY -- --'-'- `- -- T f I - y..`� [, A'"'�•-tr i "r� EUN,7.02' ELIN.6.W i I I i EIN.-Am' I TOP OP PWIN1 1 _ TDP OE POOTINI _�a�rWnnc ---- - -)----- ---- � - -- -----• - - - -EIDRDuEEZ��'� ' S� a SOLID GRANITE SILLS AT E Ep�ZI20O BASEMNT WINDOWS.STONE TO MATCH MATERIAL AT MAW P I1 HOUSE Oh SOUTHEAST ELEVATION SCALE: 1/4•= 1'-0• A09 WOVEN SHINGLE RIDGE CAPS, DOREVE NICHOL'AEFF 7 ] TYP.TO MATCH EXISTING(MAIN q11 AN A11 ARCkI1TFCT INC. HOUSE) TTP TYP TYP T.D.PLYAOED RLL M2AIAWSTREET -----TYPIEAtr ROOF CONST-RUC-TIOPY.-WESTERN RED -- _-- .- -- \- CEDAR ROOF SHINGLES PERFECTION GRADE,a1 411 OM-MA-5. 0 12 I 12 TTL W4] BLUE LABEL OVER CEDAR BREATHER OVER Sal CRICKET TYP PAX!Oe+xo-iLD ROOP FELT OVER 5/8'CDX PLYWOOD TO MATCH 5 12 7 EXISTING(MAIN HOUSE) p11 A14 - �9 411 EDP 4LL'LATE ---Ty •rvi ALUMINUM CLAD WINDOWS TYP. ^ (COLOR TO MATCH EXISTING-MAIN IN HOUSE) d 4 3 - �m / \ _ TDP NL RAIF I M --- - - 1•.5'CEDAR TRIM O S(PAIN T TYP. .in ® WINDOWS @DOORS(PAINT TO - - -_ MATCH EXISTING-MAW HOUSE) - ---I -- -` - --- ---- - -- -_ -- / _ a I �. --- - -- --- — _ — h OI$ PROJECT NUMBER: 355T -_ _._ --- 355�. -__- ® ® _ ___--_---_ I ____-___ /� - 7 ml i0 CU TOM-PROFILE PAINTED CEDAR \ - n S - - -__-----_--_ --- -- 35i 57 9�571 --vE \' �I ! DRAWN BY: JAD/DAV . DOORS SILLS O ALL 1ST FLOOR MATCH AND _-__-._- - ------ __ -- _ - - --- - -_- -- 9571 \ 9571 .3571 -- i WINDOW$BY G.G.TYP.TO MATCH ----_- --___ .------ - -- -_ EXISTING(MAW HOUSE) ft SU@RDOR -_ - _. _ --- _ TOP D/ru5` I I - 1 — — — �—_-- — — \� SCALE: 4•ROCK FACED GRANITE - WATERTABLE(MATCH PAVING) - t� ,1• 1 ) P L 1 'I ". rl-r r r + :_ al DATE: MAY 42, 2004 rr^ CAST STONE LINTEL 'b FACE STONE TO MATCH EXISTING �� - 7 i' ` I - \.._C A -� rr�� TYPICAL j n (MAIN HOUSE) �'•�( - �~ '•"S -_ flISE TI000 EIEVAIpN �I- - - - - - - - - - - - -777 REFER TO LANDSCAPE PLANS f Q FACE STONE TO MATCH FOR GRADE LEVELS ? I I j-� 1 1 SB4 t - EXISTING(MAIN HOUSE) _ - I USTO �•I,- P v TOP a SUSLODR - - �.y._ I f • \ ��.. RIF DE SU&LWa I --111 r I ..Y:I � 4' _ EIEV.-za¢• L To�iv'3Lr@ - TITLE XTERIOR ELEVATIONS I - �TE@1o�rVro�u�DdrDrWrow - -.ChPZ56•. - _- __ - -_--_ - ._- - - ----- -J-.-- - _ -- --- --J Wrra4E17r�. SSi'� SOLID GRANITE SILLS AT BASEMENT WINDOW$.STONE TO SEAmOA1 MATCH MATERIAL AT MAIN HOUSE SOUTH ELEVATION SCALE: 1/4 2 A08 2 • A08 SMITH RESIDENCE WOVEN SHINGLE RIDGE CAPS. 7 7 WOVEN SHINGLE RIDGE CAPS. GUEST 1 1 11 TYP.TO MATCH EXISTING(MAIN 411 A11 7YP.TO MATCH EXISTING(MAIN I G EST HOUSE, HOUSE) TYP TYP HOUSE) TYPiC-pb ROOF CONSTRUGTIGN-WESTERN RED - I -'--- - -'�--- - -- CEDAR ROOF SHINGLES PERFECTION GRADE,a1 12 2 A11 TYPICAL ROOF CONSTRUCTION:WESTERN RED AN CEDAR ROOF SHINGLES PERFECTION GRADE,a1 12 12 20 WEST BAY TERRACE BLUE LABEL OVER CEDAR BREATHER OVER 30a 12 9� �9 TYP TYP BLUE LABEL OVER CEDAR BREATHER OVER.30a 9 9 ROOF FELT OVER 5/B'COX PLYWOOD TO MATCH I I Q OSTERVILLE, MA 02649 _ ROOF FELT OVER 5/9'CD%PLYWOOD TO MATCH A11 EXISTING(MAIN HOUSE) EXISTING(MAIN HOUSE) 9 \ -- -� h STI P1AII it .-.-_._ 12 12 -- Yw5'CEDAR,TRIM W/BACKBAND TIP. IF EN-MEIN �'MI�In1VnDU�M CLAD WINDOWS TTP. 1 - _ II� - (COLOR TO MATCH EXISTING-MAIN -- -- 9 \ 4�9 9D �9 -_ -_ -- nNl a WINDOWS 6 DOORS(PAINT TO -- MOUSE) < I ------ MATCH EXISTING-MAIN HOUSE) SlArm- Ay P TRE0.DRewmG ANODE ell OF i e IOee! �f 1'w5•CEDAR TRIM W/BACKBAND TYP. --_ ----_ ,--_--_.----- __ _-I ) -_-- / \ ALUMINUM CLAD WINDOWS TYP. -_ \ \ - \ ---" a nnGenenTO. SIGN!e I� a WINDOWS H DOORS(PAINT TO -- - - -- ------ I_ "ry A. (COLOR TO MATCH EXISTING-MAIN f-- _ ---- mDlcwieD THEREON OR a P�<n! I__.-_�.-_- _ _ / _ n MATCH EXISTING-MAIN HOUSE) --- ---- -- --- HOUSE) �'n O -_ --_ © .------- G4GDT ARE OWNED DT a DCRGH<ICn 3559\, --- -- 3559\ --�_' ® ® -- m m .. (0-q�I/ THE PROPERTY OF DOReven nlcnOLAEFF, CUSTOM-PROFILE PAINTED CEDAR CUSTOM-PROPLE PAINTED CEDAR ):-�' - ARCHITECT MC. no THEREOF SILLS D ALL 1ST FLOOR DOORS AND 57 -._ -- -_- --_- -_.-_- 3571 357 3571 SILLS a ALL 1ST FLOOR DOORS AND 3559 559 -- 39ALL Be UTILIZED BY PERSON.FIRM I WINDOWS BY G.G TYP.TO MATCH _ ORCORPORATION POP ee PURPOSE: WINDOWS BY G.C.TYP.TO MATCH � p Ilj EXISTING MAN HOUSE) ----- etCevr wiM SPECIFIC wwrren ve UPON EXISTING(MAIN HOUSE) ----- --- ----- --------- '-'-- I �I - _-- --- OF THE FIRn DOaeve nICMOLneFF 4M ARCHITECT.mc. 4•ROCK FACED GRANITE V Y x t\ _ I "'� Y�--c'.{`ice- I� N ���y. --I[T 4-ROCK FACED GRANITE I --_ rneRROR!OR wsGaeoenCfes on WATERTABLE(MATCH PAVING)) F- ,.� 'i 1'�-� ~RY'w s'l 1 I"! WATERTABLE(.MATCH PAVING) -/' ?1 l �.--=+• aA NG3,SHOP DRAWING e 1' ! I / ,\ �' I ':l aL!e4G TO DE DROUGHT STOnD _ ( > 'cam..! "l "G-.'s:[.K ,..}� I f.''"1..'r✓-...` 4 �;-'• .. (. Y 4- '�- r -: -1 "�'�I, Me FACE STONE TO MATCH EXISTING )t '�•yr y..��y ) Y�/I 1•�.,�) �'\ , ' 'T'„ �+.- �}, DeT m (MATH HOUSE) "` '0 FACE STONE TO MATCH EXISTING erT nnOn of rRe e4cRlieCT BEFORE _/'-la-K (MAIN HOUSE) (yam y� ^ y THE Woaa HAS Connence.. �_ y����.s�'�. T��( �y'"� ,..(r 1 T -\--�"" Btv>noR -- _ -- - - �., �lA - >..-- - --- - -- - - - - - - - Eau nroo ntvurov - - - - - - - - I`�.S��+P= �l_�'Sr I �_�. ,T- --_ enmon! a To Be USED Ana no I L; yy I1I,� In m EQUALIZATION FLOOD PANEL SEE 2 �- 9 4 "~� I I Re N' wl�'' ' J ".+v t ;,•3'! DRAWING!A ARE Be SCALED.n STRUCTURAL DINGS FOR DETAILS .d\`{.�.� ')_Fla.{ �A.-f:�t '�'4-.=�1 Y.»x-�' SOLID GRANITE SILLS 4T TILL-BASEMENT WINDOWS.STONE TO - - ,Y/' __ ,-__----- > MATCH MATERIAL AT MAIN HOUSE TOP OF M�R I - PROFlL OF 4CGE59 .l--" f-.._-_ - I `�o� Etay.D:Y r�r���t^4 ® � � I _ ® '�J I✓i & I i EIFY..6W i I I i tOP OP ROOTING I EQUALIZATION EL.SEE STRUCTURAL DINGSWGS FOP, DETAILS maw or CONCRETE FOUNDATION SEE QED 2I2 FOUNDATION PLAN E DETAILS FOR DIMENSIONS H REINFORCEMENT 0 SOUTHWEST ELEVATION SCALE: 1/4' _ 1'-0' PARTIAL ELEVATION SCALE: 1/4' a -O' 2 z , 2 A08 A07 A WOVEN SHINGLE RIDGE CAPS. DOREVE NICHOLAEFF TYP.TO MATCH EXISTING(MAIN 7 7 ?-- HOUSEI 4NA11ARCFIITEC'f'INC. TYP TTPrA PY'*OOD FDCETYPICAL ROOF COMB-T-RUGnONHWESTERH12 _-- - CEDAR ROOF SHINGLES PERFECTION GRAD-. .1.o-119s I I EtEV-03.62 DSrF3tYILLkAI5- BLUE LABEL OVER CEDAR BREATHER OVER 30- 12 I I �9 T[L 50a PwX xe4]n3:M ROOF FELT OVER 51W CDX PLYWOOD TO MATCH 7 EXISTING(MAIN HOUSE) 9D I A11 TYP • n��t.OV ytW._RAiC --._-_- -_ -____- _-- - _ _ __ - _- _ _ - __ - -y2_ � ALL R/'7E �-_ -ALUMINUM CLAD WINDOWS TIP. 1 I 12 12 12 �q - (COLOR TO MATCH EXISTING-MA + 'Iry HOUSE) _ 9 9 9 ipP Wµy B 4 4 4 A11FOP NNl Ru MfE i0P WALL PU,7 A MEEWALLS I` 1'w5'CEDAR TRIM W/BACK AID TYP. \ `\ _I � _ - •H i a WINDOWS 9 DOORS(PAINT TO _I __I - __ 1-__-__ _ MATCHA. •^ ATCH EXISTING-MAIN HOUSE) _ _ m QI § / ______�..� ass \ ---- - 3©\• -_-- �i Q m P PROJECT NUMBER: CUSTOM-PROFILE PAINTED CEDAR - I j n SILLS a ALL 13T FLOOR DOORS AND ___ __._ ._ _-- - _ _----- ------. _ f i WINDOWS BY G.G.TYP.TO MATCH I II(��'j ___- DRAWN BY: JAD/DAV i EXISTING(MAIN HOUSE) I Di- -_- IIYIt�I�I _ --- �— -� '- m vwlt°°n _ __ _ ----fJ�_ I = _— _-____— ._— _ _— _—811 =- — siw — — — — mP a sfl+si_ �V_`_-a.->`—\—�—'r SCALE: 4'ROCK FACED GRANITE WATERTABLE(MATCH PAVING) A 1f� t � "°-'�-'"t- `" - �'� 2 "'� - T sy.•m'�+d: .. -1•+'}s+*'.-�-.� A-S- b 7 r �x Soh r I,1 DATE: MAY 12. 2004 FACE STONE TO MATCH EXISTING _.� -��/ M r I'k't" T�,�! N 1 . '\ 1 - (MAIN MOUSE) —— — � I— � 14 ��. ' `f ysi�''�.. � 17-I� II M IQ'- X ,.✓ M R I I�S(� 'r° h easE BD00 EttvArox �••• _h -!� , �n � v� INSULATED FIBERGLASS 10..0' GARAGE DOOR W/FIXED I ' t(" �cFi.l_-. S�V K �'Y�` TEMPERED GLASS LIES TYP. .+ �F- r "� FOP OF suePwD4 l c — -- T.m' DP sue r10P., m TITLE EQUALIZATION FLOOD PANEL.SEE I I I I I I EXTERIOR ELEVATIONS STRUCTURAL DWGS FOR DETAILS CONCRETE F N 6 DE see P A G FOUNDATION PLAN DETAILS FOR �,I1I'} �IpIDIV • DIMENSIONS E REINFORCEMENT Ql- ® 1rIIIWIII'IIIVIIN''� NORTHWEST ELEVATION SCALE:1/4' a 1'-O' 3 I - I SMITH RESIDENCE A11 A11 GUEST HOUSE .- F TYP TYP TA PLYM1OW R9oE ---TYPIr_ 62 CEDAAL-ROOF COHSTRSHINGLES PERFECTION TEKH RED 1 A11 � - -� TYPICAL ROOF CONSTRUCTION:WESTERN REDS CEDAR ROOF SHINGLES PERFECTION GRADE.0I CEDAR ROOF SHINGLES PERFECTION GRADE,a1 20 WEST BAY TERRACE BLUE LABEL OVER CEDAR BREATHER OVER 30a _ ------ TYP 9D 12 BLUE LABEL OVER CEDAR BREATHER OVER- I OSTERVILLE, MA 02649 ROOF FELT OVER 5/B'COX PLYWOOD TO MATCH .. �9 EXISTING(MAIN HOUSE) ROOF FELT OVER 5/8'CDX PLYWOOD TO 12._ - -4 _--- --MATCH EXISTING(N,4I�TT� TR ,I ALUMINUM GLAD WINDOWS TYP. __ 9 1� �9 9 (COLOR TO MATCH EXISTING-MAW _—_ _ - ALVMINUM CLAD WINDOWS TYP. nn _ __ _ (COLOR TO MATCH EXISTING-MAIN ! 1 HOUSE) _--'._-- d3 y z HOUSE) io O qA1E' GENERAL NOTES: __II nI. ! 1'a5'CEDAR TRIM W/BACKBAND TYP. a WINDOWS a DOORS(PAINT TO - / -- - - I --- _----_ 1'n5'CEDAR TRIM W/BACKBAND TYP. - rRaea D wlnG a Ds THeL IDeea _ INDICATED eTWERGOn IORa REPRESENTED • WINDOWS @ DOORS(PAINT TO eaeDT eae owneD Br P IP Q MATCH EXISTING-MAIN HOUSE) \ / —____ - _--_ MATCH EXISTING-MAIN HOUSE) 7r Q y aenan ® -- 1ti=j+Pea9D --_—_ - n Ym m Tue PROVCRTT OP OORIVen nlCl+01-eeFF, CUSTOM-PROFILE PAINTED CEDAR --I ® --_-_I EMI - 4419 ® -- T H CWTOM 10RD - eRCHITECT INC. no PART THEREOF SILLS 9 ALL 1ST FLOOR DOORS AND ! 3571 57 3571 -- ---- 5711 1 I I I -I N jM -- PAINTED CEDAR RAILING TO OR SMALL BE TTloZnD oa ANT PERSON`Fla O I I li I I I! 10 I q I II ! I I II I. -- MATCH EXISTING MANY HOUSE n ( c P Rrtren P e WINDOWS BY G.C.TYP.TO MATCH I I I n EXISTING(MAIN HOUSE) I A OF HIS T FI n Doaeve nlCnoLeePP Rnualon h N N ( I a -a i-�Y-°° , — ARcnrtecr,R m<. V r eaaoaa oa DUCRePenoea on TAPERED GRANITE WATERTABLE TO MATCH PAVING THE oanwln"",SHOP ORawIM1Ga All Dernlu e e ro Se BROUGHT TO THE FACE STONE TO MATCH JI (MAP)HOUSE) TTTenrwN O� THe naCHlTecr BEFORE He woRa HAS connenceo. - —— — — — — — —— — — — (* - — — — I� _lL_" !'� ji .<. — — — — — — Dm —BASE ilo0o EIEVATgf1 A x. i -Ia Danw ARE er000eeSULeo�no No 61 EQUALRATKJN FLOOD PANEL SEE Y'"�''''J' d� U i�-•S T `£�-t^P ( STRUCTURAL DWGS FOR DETAILS EUV,I r' o mX.Bm, I _ r I Lu.-&5Y I I h _ -BF FNINC OgI Y EAST ELEVATION SCALE: 1/4' _ -O' 2 A09 A08 WOVEN SHINGLE RIDGE CAPS. ] DOREVE NICHOLAEFF TYP.TO MATCH EXISTING(,MAIN A11 A11 ARCHITECT INC. • HOUSE) TYP TYP I.O.PLti1WW)WOE BI2 M.U.\SFRt�I' ^'PIC-Ab ROOF CONSiRi)C�'IOIY:-WESTERN RED—_.--__ .-. -- 12.___ I _ —_-_-__. q{y.vsx,(}I \- OSeiBVILLE nu O1655 CEDAR ROOF SHINGLES PERFECTION GRADE,E1 9 -r T VAX taerx65z9e BLUE LABEL OVER CEDAR BREATHER OVER 30>< )B I I ( J 1 PA%we4xeia 200E FELT OVER 5/8 'COX PLYWOOD TO MATCH 7 EXISTING(MAIN HOUSE) A." h TOP Wall FAZE TMP —� _I ice. --- _- ---_- -_ -_ --.___—_ -_— _.._ ---— - - 4 -- - ------ —_- __ TIP W/u M1E A ALUMINUM CLAD WINDOWS TYP. 12 12 12 12 1 ET71R �`-� (COLOR TO MATCH EXISTING-MAIN HOUSE) 9D 4 �9 I 8 9� d l �9 4 d NN n ffAamm n�y 1'a5'CEDAR TRIM W/BACK AND TYP. ® WINDOWS a DOORS(PAINT TO MATCH EXISTING-MAIN HOUSE) _ _ �Y �I0 a PROJECT NUMBER: m m Y CUSTOM-PROFILE PAINTED CEDAR _ 3559- ____. 355 __ 8559 ' ✓1559 SILL ),I S o ALL 1ST FLOOR DOORS AND p! _--- ! -----_-- _ _ -- ------ ---------- _----- - WINDOWS BY G.C.TYP.TO MATCH I 1.it I _--_—__--- I I I ,1 II I -- —_ n EXISTING(MAIN HOUSE) DRAWN BY: JAD/DAV — — 9!1 V�4''ROC>K FACED GRANITE j �, n_�. ._J.,jr`.a i'�^f 7•- y�„�i• _ y Y I A-�( r•G "_1 ) 1 ) 1 )t.. } v )r-'_�7Y- 7y WATERTABLE(MATCH PAVING) - ` ,- -.'-T.y wa�.+.^_l -�'�`� f 7'-- _'S'�"\' x y;-�_"j'r. �1i+-- !'\-a`"• _k-ll.--_ 't`L 7' - -- -- FR FACE STONE TO MATCH EXISTING— .s*L � � ��. ) s� {+.,ice, �� f, •ti � ( •II (MAIN HOUSE) f t __4__ __ _ ^C __ __ 1r '{ `��`}^y - I ,� �_a� -T-- p ,�L;•�'�' Ie x Iry eASE ROW F1iVan0+ - - �I -e-11 it "�I d`rv<_.�+ INSULATED PISERGLASS 10'a8' A •-� 1 ,yy! F K �!•- I' '^ • GARAGE DOR w/FIXED TEMPERED GLASS LES TYP. -cam G 1.f r T Is L O f "'RRR���,�•...y. ?r iy-r' _ e1 r i 2.0 TOP RwLWa .1- \- -� TiTLE EQUALIZATION FLOOD PANEL.SEE STRUCTURAL DWGS FOR DETAILS I I I I I EXTERIOR ELEVATIONS CONCRETE FOUNDATION SEE J - FOUNDATION PLAN a DETAILS FOR - DIMENSIONS a REINFORCEMENT - dIIP sm NORTH ELEVATION SCALE: 1/4' = T-O' 2 WOVEN SHINGLE RIDGE CAPS. TYP.TO MATCH EXISTING(MAIN HOUSE) `� �l TYPICAL ROOF CONSTRUCTION:WESTERN RED SIMITH ItESI11LNCE? CEDAR ROOF SHINGLES PERFECTION GRADE.a1 BLUE LABEL OVER CEDAR BREATHER OVER;Aa TC ROOF FELT OVER 5/8'CDX PLYWOOD TO MATCH GUEST HOUSE' EXISTING(MAIN HOUSE) TYPICAL CEILING:1/2'BLUEBOARD ON 1X3 A11 STRAPPING O 16-O.C.W/VENEER T.o.ammo RmOE 20 WEST BAY TERRACE ---PLASTER,2-COA.T_SySYEM'---- 8-1 4-P.-90 N.D.INSULATION w/ --- ---------- - ----------- 12 +z - -- -_ --- - --�-- - - I OSTERVILLE, MA 02649 VENT BAFFLES O EACH RAFTER BAY.TYP.O CATHEDRAL CLGS. �F CUSTOM-PROFILE PAINTED CEDAR ry EAVE AND RAKE MOLDINGS(SEE --_- DETAILS) n _ _ P'd,ll!',.n1:,iI I1�1t 1111'..III:;I:IYIIII III idil l"I;Ii ---I - _ 10P Y141 RAiE ° d4°s- - - — -- - � - - —I _ I1'1;InIu,I�I�'•'�`r<; ____ __-- - - ____— _ .-. _ �t GENERAL NOTES: F. Oe01GnBAll.FIA AND ALL O H IDEAS B' I DP AIPAE A eNTJa nOa ICereo THE emn OR Revaeeenreo ALUMINUM CLAD WINDOWS W/ I )-- / ; - I I �_ - _ - / ' THEREBY ARE nOWNED 6 AND R me OLeeFF, 'I• CUSTOM-PROFILF PAINTED CEDAR SILL 1 ) gRCHlrecr Inc. n0 v rneReOF rl. 0� SUPPLIED AND INSTALLED BY G.C. 10 y, _-_-- --- 7� IO r 4 i TYPICAL WALL CONSTRICTION:WHITE CEDAR `m' -_-_ hAs 1 �1 - '- ----- \ / _ 7sI Y O P SHINGl.E9 R @ R,5'-E%POSURE OVER/5e 109 �Ni _ --- -- \ ® __ y m m SHALL Be untReD ar r veaeon,FIRM ^) FELT.1/2'COX PLYWOOD SHEATHING,2X6 NO.2 _ S�' P 1 r.-[' ---- \ OR COavoaeTwn FOR gent PURPOSE: OR BETTER SPF STUDS•SH O.C.,R-21 K.F. -_- BEDROO #2 b I HALL i y I d ;I� �O - I -- ---- 9• 3571 excevT w H sveCiFK wartren FeanuslOn FIBERGLASS INSULATION.1/2'BLUEBOARD W/ N _ _ / l _ __ OF THe FIRn OORev nICHOLe EFF VENEER PLASTER eacnITRR00.snC. OR Olsc0.evgnCies On \- � IOP tl'{NSf SUIROOi -_ - - _- -. -.IOP OF RPSI NNlOOR ti THE ORe IM Y M TrY a3 E1LY.•1 \-i- VING5,SHOP DRAW- S INP 106 OBTe L9 4Re O BE BROUGHTTO THE FACE STONE TO MATCH EXISTING ewoaaHASTcmnnenceO. (MAIN House) I STAIR N� ~::Sy�.;j�r:\"Z THE ION OF cwrecr BeFORE Tnl INSULATED FIBERGLASS 10'.8' S.i �11, nE L YFR B'TYPE'A'GWB AT PLANTERS.SEE LANDSCAPE IT GARAGE DOOR W/FIXED �.a, Y ARA WALLS AND`may+ (LING ;:.•Y PLANS FOR DETAILS AND nslOn9 ea ro Be useP e O n0 r A- I TEMPERED GLASS LITES TYP. iTl.'.. i I I - I GRADE LEVELS PaAWmGs eRe eTO Be SCA Lep.n BASE M1OOD ) � � � � � � BIS FLOWEEVg - - - - - - - fIEV1ATwION w FIRST FLOOR SYSTEM:11 7/W ENGINEERED I ( 03 I m FLOOR JOISTS O 16-O.C..3/4'TO G \F'A'_rC I GAR GE 02 i ------- " PLYWOOD DECK GLUED AND NAILED.12'R-30 v KF.INSULATION. _ ... CLEW 65O` T TOP ra zumLWR .-I:.' ElE ! rcP s>,6 `. Tw a sulAtBoa F . - - --- - _ - _ Y off- 1'TUF-N-DRY FOUNDATION INSULATION �II`j I I SYSTEM,TYP.ALL LOCATIONS I I �•( 5-CONCRETE FLOOR SLAB W/6X6 991 I Z Q h112 WWM.OVER 6 MIL POLY VAPOR BARRIER I I 0 OVER IT GRAVEL MECHANICALLY COMPACTED I I l _ 1 BUILDING SECTION THROUGH STAIRS SCALE:1/4'_ 11-01 WOVEN SHINGLE RIDGE CAPS, TYP.TO MATCH EXISTING(MAIN HOUBe) TYPICAL ROOF CONSTRUCTION:WESTERN RED CEDAR ROOF SHINGLES PERFECTION GRADE,a1 DOREVE NICHOLAEFF BLUE LABEL OVER CEDAR BREATHER OVER 30a ARITE 'INC. ROOF FELT OVER 5/8'COX PLYWOOD TO MATCH EXISTING(MAIN HOUSE) AI3nwYIFRIEF TYPICAL CEILING:1/2'BLUEBOARD ON 1X3 OSTptsTLl4>Inmels i.G RI'AOOD PopCE NFL 508yL>re - STRAPPINGE Ai 16'O.G.W/VENEER EUy.Yy 9]•it FnX w9+aliiw --PL STR,2-COAT_SYSYi-t- RAtF E -- \_ NF YY TTe IA +BC11UB OA"BMI-PROFLE PAINTED CEDAR \ 4 2 EAVE AND RAKE MOLDINGS(SEE \9 I aY ' _---__ �•+ r I DETAILS) TE HIAOR \- j rW Au FUTE \ ALUMINUM CLAD WINDOWS W/ W - _ - 4irHl.in� I I CUSTOM-PRO 7FILE PAINTED CEDAR SILL - W i I Q 105 R --- / \ an.yPl POJECT NUMBER: SUPPLIED AHD INSTALLED BY G.C. I { T HALL _ — _ --_ h ^ O f0 i 4 7s TYPICAL WALL CONSTRUCTION:WHITE CEDAR ull, _-_ ___ __ \ /--� YSR.5'�-EXPOSURE OVER 15a mtiry 102 1�9.1 P \ `w - 7 m m DRAWN BY: JAD/DAV FELT.1/2'CDX PLYWOOD SHEATHING,2X0 N0.2 () D. #2 CLOSETIj T -- 5OR BETTER SPF STUDS O 16.O.C,R-21 K.P. _ _ -- --- ---- 957-9571 FIBERGLASS INSULATION,1/2'BLUEBOARD W/ 11 I�g I I i rav w nRAVENEER PLSUBAST R --- --. �I I L ---t- � Ik -- ---- - -- JI Ili 111�111111 ^� I SCALE: MP OF RRsr SUOFIOOR /t a - - - — _--- -- - MAY 12r 2004 I m� FACE STONE TO MATCH EXISTING II 111 tea• �.ti` K. Y }}�s IMAIH HOUSE) O E LAYER B'TYPE'X'GWS AT _ B a' .>•7 tl�,,.Yl `-- Y I I G RAGE WALLS AND CEILING A14 PLANTERS.SEE LANDSCAPE m I i �....•>I I __--_.. PLANS FOR DETAILS AND Aq I �.? 1. I _ ---- GRADE LEVELS I� BASE R00o k1EVAMIN "i I _ -'�'-V-EY..-Ti.� - - - _ - - - --- - 7-1-.." I - - - - �;� -- - - - - - - - - - -- - - - - aASE FInoB Btv �T } O Lj FIRST FLOOR SYSTEM:11 7/e'ENGINEERED QQ} FLOOR JO75T5 O 16'O.C,3/4'T@ G I I GARAGE 02 - ' 4q - PLYWOOD DECK.GLUED AND NAILED,12'R-3B �}a. K.F.INSULATION. F `-,I Y, I - L•- 4 T i0P OF SUR %.. „ - t _s�0 L� I'FtE TOP OSU_AFIAOR TITLE Be ELEV..aw• (�� ;..; I . .. ._ .. ..... ....- ..:... ..... :..'... EIEv.•aw• BUILDING SECTIONS CONCRETE FOUNDATION SEE FOUNDATION PLAN @ DETAILS FOR I DIMENSIONS @REINFORCEMENT � � I i0P 0<RgNV4 51.1 -- i0P Of FgON1G A ROrtO-- Ell 33b'V V 55-C-023NOCP.ETE FLOOR SLAB W/6X0 WIAXWIA OVER 6 MIL POLY VAPOR BARRIER OVER I • - 1TI'III OVER GRAVEL MECHANICALLY COMPACTED - II,IIIIiIIIWIII`III'IIIII''I` BUILDING SECTION THROUGH ENTRY TOWER SCALE:1/4'R -O 2 WOVEN SHINGLE RIDGE CAPS, SMITH 111JA7I11T1�1\II�J HOUSED MATCH EXISTING(MAIN I GUENT HOUSE • ' iA.RrA'OOD Po� l -..-Y/PIC-kt ROOF CO NSTRUCTIOM-WESTERN RED_ g'.Y3�.3 CEDAR ROOF SHINGLES PERFECTION GRADE,tt1 BLUE LABEL OVER CEDAR BREATHER OVER 30. EXISTING(MAIN HOUSE) °^^ 20 WEST BAY TERRACE ROOF FELT OVER 5/8'COX PLYWOOD TO MATCH '1 - OSTERVIL LE, MA 02649 mP wu RUM ----'--- -'---. _....-----... w WALL Pua —I— Im h. — — -- i.^ — '---- -- �— —cam EX �—� CUSTOM-PROFILE PAINTED CEDAR 12 �Q Yy; 92 nrvI EA VE AND RAKE MOLDINGS(SEE b' I2 DETAILS) 9� CATHEDRAL 4.?�9 I^ py1IE , c. CEILIri6 TOP WALL n I — -- -- ---- — -- ( — _"J_--— —� — \? GENERAL NOTES: I1A E - --_ - - -1 1 I TYPICAL WALL CONSTRUCTION:WHITE CEDAR �) 4 I 107 LL - rnB PRAING "I ALL OF TNe I-AB IQ! J SNINGLEE R 6 R.5'--EXPOSURE OVEP,15a 1 J �. 0 - _—J RnnGENENTB,OesIG11B —P I FELT.1/2'COX PLYWOOD SHEATHING,2X6 NO.2 SIM LLI 6. nolCAreO raeaeon OR aeoaesenreP OR BETTER SPF STUDS D 16'O.C_R-21 K.F. LL I I LA- M. BEDROOM __� Q T A O I i0 Y VENEER PLASTER SULATION,1/2'BLUEBOARD W/ OI I HO _ __ -I m m ARCnrrecr ne oOFO ART rHleaeoPn ove0.rY of Do0.eve cno�AevF, i ii� VENEER PLASTER RI I •' ----� sRAL nc P an TAPERED GRANITE WATERTABLE OVER OJ 0 L.C.COPPER PAN m COVERED _- — _ L BE UTI—O BY A Cason, F jCORNERS(SEE DETAILS) bl -, -I ----- - m i _ — OR—ORATION ATpn FOR TT URFOx: A@ROOR ._ _ --._._.-___- R I'll r Vi sveClvlc V en ve IsslOn '. .-w "'1 'X-�`- ov TRe F n Poaeve nl.-A.-Rn GRADE LEVEL VARIES IREFER �i i- V.:iN AR-ITELr,R nc. I zn•� TO LANDSCAPE DRAWINGS) Oa DUCaev<n<Ies On FIRST FLOOR SYSTEM:M]/B'ENGINEERED ---�_ ::. I Q rae DRAWING.saov PRAvm Ge ANO FLOOR JOISTS•16'O.C.3/4'TQ G `y III�LM1� � :�y iD ATTENTION A e TO Be DROUGHT TO BE THE PLYWOOD DECK,GLUED AND NAILED.12'R-39 , rre—AR me Aacwre. ee=oae ' RISE iL000 ELLVA OM' Tne VOR[ A.COI1MEnCED. T 2 ��\` �S AMID C'GNSaT Dmenslone a TO Be useD A D no b I II GARAGE WALLS 4ND CEILI•G . I- PLANTERS.SEE LANDSCAPE ORAVINGs ARE TO Be B-LE.. wv 5•CONCRETE FLOOR SLAB W/6X6 Wi4XWt4 Ir QQ4iRl WWM,OVER 6 MIL POLY VAPOR BARRIER I, PLANS POR DETAILS AMC)4ND o OVER 12'GRAVEL MECHANIC _ III GARAGE 01 GRADE LEVELS v rw w wR51mP I rw w SUIROOR m EIEV.•8.50' E D,6A0' — BOROY CONCRETE FOUNDATION SEE Q� DIMENSIONS N AlPLAN I REINFORCEMENT ILS BUILDING 0� BUILDING SECTION THROUGH MASTER BEDROOM SCALE: 1/4' _ 1' TYPICAL ROOP CONSTRUCTION:WESTERN RED CEDAR ROOF SHINGLES PERFECTION GRADE,tt1 , BLUE LABEL OVER CEDAR BREATHER OVER 300 DOREVE NICHOLAEFF ROOF FELT OVER 5/9'COX PLYWOOD TO MATCH I EXISTING(MAIN HOUSE) r.0.Rrh9W PoIGE ARCHITECI•INC. - TYPICAL CEILING:1/2'BLUE9OARO OIY 1X3- -- - STRAPPING®16.O.C.W/VENEER 812 MANU STREET PLASTER-2 COAT SYSTEM. DsiERNLL6 NA B]511 rFi.Ma�9-SMa I I II I II � FAX Sw4i0.}210 h i0P WRL RAZE ' iw I I Kal.BATE A I- CUSTOM-PROFILE PAINTED CEDAR EA AND RAKE MOLDINGS(SEE DETAILS) I qArE ;:I'..N.A"N1:I:i IN �i 14N IN,U 'aFlll Ii! I �II.iNI,t 1'It II;II'n I _ OgRRFR$- ---- — ��,� �—'� —I _ — 1 — 'mnm n:Ina Ir •�/ `�i.------ � -------D9"� RAM —I<--- - 2 WALL BAm RRE ALUMINUM CLAD WINDOWS W/ _ CUSTOM-PROFILE PAINTED CEDAR SILL 2; 1 n 0 I SUPPLIED AND INSTALLED BY G.C. 102 6. ^ O A. c I TY;. 'WALL oc CONSTRUCTION:WHITE CEDAR m BEDROOM #2 I .al A11 ' A m m T SHINGLES R E R.5'•-EXPOSURE OVER 15tt N 10$ Nrvl ^ 4 m'O PROJECT NUMBER: FELT.1/2'COX PLYWOOD SHEATHING,2X6 NO.1 HALL OR BETTER SPF STUDS o 16.O.C-R-21 F. b a n FIBERGLASS INSULATION.1 K /2'BLUE W/ r I N DRAWN BY: JAD/DAV -�-\-�- PLASTER m.-ms.—ITbp ,L-I _-�11t TAPERED GRANITE WATERTABLE OVER ^' SGALE: L.C.COPPER PAN O COVERED I E': b CO (SEE DETAILS) FIRR ST FLOOR SYSTEM:11]/B'ENGINEERED ^ PLANTERS.SEE LANDSCAPE- ' DATE: MAY 12, 2004 i0 FLOOR JOISTS•16.O.C.3/4•T6 GL ONE L YER TYPE•X'GWB AT DETAILS AND �'- B ;>S PLANS FOR PLYWOOD DECK.GLUED AND NAILED,42'R-38 1 GARA WALLS AMC)CEILING X.P.INSULATION II I GRADE LEVELS LLAI B/ S iw YAT Y 003FNISHED BASEMENT WALLS 2X4 STUDS �-' •16.O.C.W/3 1/2'KF.FIBERGLASS I I GARAGE 02 INSULATION,4/2'GWS VENEER PLASTER ,-- --------{ V EQUALIZATION FLOOD PANEL.SEE r--------� P STRUCTURAL DWGS FOR DETAILS 1 y I -.-__--__-, -I -- weBODR - roP rw D m cal.:Dw TITLE BUILDING SECTIONS sIM 5'CONCRETE FLOOR SLAB W/6X6 W1.4XW`I.4 _ I n�',I1I'I'f�IIA''I ''Iw�IIIIII111.'AII WWM,OVER a MIL POET VAPOR BARRIER AL ® Yf'IIII 'IIIIIY ��OVER 12'GRAVEL MECHANICALLYCOMPACTEDYY"II//IfIIII��I' I'��I'1'I'IIII"yyBUILDING SECTION THROUGH WINE BOOM SCALE: 1/4' _ -0 2 WOVEN SHINGLE RIDGE CAPS. TYP.TO MATCH EXISTING(MAIN HOUSEI �'1 ` TYPICAL ROOF CONSTRUCTION:WESTERN RED SIMITtH RESIDENCE, CEDAR ROOF SHINGLES PERFECTION GRADE.a1 GUEST HOUSE LABEL OVER CEDAR BREATHER OVER ROOF FELT OVER 6/6'COX PLYWOOD TO MATCH � � ' EXISTING(MAIN HOUSE) TYPICAL CEILING:1/2•BLUEBOARD ON 1X3 TA.iL111*1 ROq STRAPPING O 46'O.C.W/VENEER 20 WEST BAY TERRACE —Pl=X5TER.2-COAT-SYSTEM. --- --------- -- -- --' —�2""'— ------ --12 OSTERVILLE, MA 02649 • �q 6 CUST q� it i I I A11 1 • ,,---�—TEP wluL PIA1E -'- ---- - - ----- - -•---111._-- - - - -- -- I u I n'111��I it I n In'i IOr r Ti�. ' - ' -' ------- vwuL a>E �\- Yo-PROFILE PAINTED CEDAR /—/ 72 I 1 PAVE AND RAKE MOLDINGS(SEE 9D I I YID I I^ry DETAILS) I( I P1rv� - SP wRL PLAT( .— I''I Ii 11. li'.JIII11 "�11 IM1nl 411II II:I 111 .I III, illl i _ — _— —.--- --•-1'-- L - I - iw IP GENERAL ROTES: THE ORAWNG AND ALL of THE IDEAS a nD PL ALUMINUM CLAD WINDOWS W/ I -- —.i I F` enTED THE, O,OR A Ana nry CUSTOM-PR CL40E PAINTED CEDAR SILL nrv— 104 I I 1 I nI THEREBY RE OWNEDOE REPRESENTED RE,AN r--- Iry I ESr A SUPPLIED AND INSTALLED BY G.C. 44ii hh THE PROPERTY OP O NICHOLAEFF, A S Y h TYPICAL WALL CONSTRUCTION:WHITE CEDAR Q P A KtTCH i I p c AaCulieCi INC. no v REOF Y m m D SHINGLES R @ R 6'�-EXPOSURE OVER 16a m I � _-- m m SHALL 33 OntaeD BY enr TPea3on, PIRn FELT.1/2'COX PLYWOOD SHEATHING.2X6 NO.2 OR CoavORenon FOR ANY PuaPO3E: EXCEPT WITH SPECIFIC WRITTEN PSRK%331ON n OR BETTER SPF STUDS•16'O.C..R-21 K.F. \ III -- ( F THe FIRn Doaeve nICHOLeeFF FIBERGLASS INSULATION,1/2'SLUPBOARD W/ I�!I I I I o VENEER PL49TER AaCUIreOT,mC. i _ NP @F f015T_91Sl.pp)R _ AN, ERROa O OISCREPAPICIES On EIEI fl".66`Y R —3 THE DRAWPW3, SHOP DRAWINGS AND FACE STONE TO MATCH EXISTING er L3 N O iT BE RB-Te TOE T ?JA ATTENTION W.R. <onnenceD. (MAIN HOUSE) II % � ` „� ^ - n OF THE ecr BEFORE �n ONE LAYER g'TYPE'X'GWB AT I ± m HAS GARAGE WALLS AND CEILING I T I ' _ Dmen3lOn To BE US eO A D no 002 eAs6 nnoo FtfYI.— - - -- _ _ - _ _ _ _ 001 I L_ < _ _ _ slu.nwP_Btv� _yrrox���� ORAWPG9SAReETO 6eE3cALED.n 2a 7 FIRST OOR SYSTEM.:11 7/6'ENGINEERED HALL � STONE PAVERS OVER P I •ll FLOOR JOISTS 9 16'O.0 3/4•T@ G I I I ( I I i CONCRETE SLAB.SEE }. PLYWOOD DECK,GLUED AND NAILED,12'R-36 I I CWTon LANDSCAPE PLANS FOR K.F.INSULATION. I I D NSUL ETAILS AND GRADE LEVELS T 'v I I lu[Y-6,66' - RIP OF RISFLOOR I I av R aLl I-- - _ - t tOP O 650E SUS .•• - 1 I Bfl'.•6.50' CONCRETE FOUNDATION SEE ~I I�j,.... I I FOUNDATION PLAN @ DETAILS FOR DIMENSIONS B REINFORCEMENT @@TmY Of -- ZQO 6'CONCRETE FLOOR SLAB W/6X6 I FITYY�P'}- WWM.OVER 6 MIL POLY VAPOR BARRIER --4 I Oh OVER 12'GRAVEL MECHANICALLY COMPACTED 51.1 I I BUILDING SECTION THOUGH ENTRY SCALE: 114' P -- DOREVE NICHOLAEFF ARCHITECT INC. alx.•urN sraFrr OSIFRVIIJP DfA P.65! TF15P5�)0.Sx98 I PROJECT NUMBER: DRAWN BY: JAD/DAV SCALE: DATE: MAY 12, 2004 I TiTLE BUILDING SECTIONS i 2 I 5/8'COX PLTWD. I 2x6 OP 5/8•COX PLTWD. -- -" 1 2X6 INSUL.STOP 5/8,COX PLYWD. I SHEATHING BETWEEN RAFTERS SHEATHING BETWEEN RAFTERS SHEATHING 2X6 NSUL.STOP BETWEEN RAFTERS SMITH 1 Ny �l T(� WESTERN RED CEDAR ROOF WESTERN RED CEDAR ROOF /'I WESTER"RED CEDAR ROOF SMITH RESIDENCE WESTER$- DCEDAR PERFECTION GRADE 12 `'• INSULATION VENT SHINGLES-PERFECTION GRADE 12 INSULATION VENT SHINGLES-PERFECTION GRADE I �� 01 BLUE LABEL 9p i \I ITT LF COL M. R1 BLUE LABEL 9� 4T C TM.CLG9) k1 BLUE LABEL BAFFLE COSTA. =��LST HOUSE 12 INSULATION VENT 1 CEDAR BREATHER i \; CEDAR BREATHER CEDAR BREATHER 9 D (AT OATH.CLGS) CONTINUOUS ' l V CONTINUOUS CONTINUOUS ICE AND WATER SHIELD \` ICE AND WATER SHIELD ICE AMC)WATER SHIELD 20 WEST BAY TERRACE TO 36•ABOVE EAVES TYP. r \ I SWP90N H2.5 TO 36'ABOVE EAVES TYP. I SWPSON H2. TO 36-ABOVE EAVES TYP. I OSTERVILLE, MA 02649 30u FELT TYP.ELSEWHERE HURRICANE TIES TYP' 30s FELT TYP.ELSEWHERE HURRICANE TES TYP. SOD FELT TYP.ELSEWHERE SWP90N H25 r\ ALL RAFTERS I ALL RAFTER5 \ HURRICANE TIES TYP. 1 ALL RAPTERS \'ll\\,\\` 2X10 RAPTERS �2X10 RAFTERS ° COPPER \ \ •16'O.C. I I •18.O.C. 16 OZ L.C.COPPER ' ZA40 RAFTERS ORIpEDGE GONTN �\-I 1B WE GS COPPER V BRONZE MESH DRIPEDGE CONTIN. 1 BRONZE MESH DRIPEDGE COMM. I O 16.O.C. INSECT SCREE" \I INSECT SCREEN �. I O VENT SLOT -\ O VENT SLOT BRONZE MESH NISECT SCREEN III VENT SLOT 'vl I PAINT UNDERSIDE PANT UNDERSIDE f PAINT UNDERSID E OF RAFTER TAILS P-.� - OF RAFTER TAILS _,�� OF RAFTER TAILS GENERAL NOTES: BLACK(TYP.) BLACK(TYP.) H I _ BLACK(TYP.) PANTED CEDAR SAVE / �� PANTED CUSTOM -\ i -S, ( I PAINTED CUSTOM fTN. I I ` PROFILE CEDAR we DRAWInG AND ALL T e IOeAJ PROFILE CEDAR PANTED CEDAR RAVE I I PROFILE CEDAR PAINTED CEDAR EAVE TRIM of H TRIM ASSEMBLY .. BACKBAND TRW ASSEMBLY ' I BACKBASD °/ \ BACKBAHD RRANGenenrJ.OeJIGnS AnD vLAnS SEE FULL SCALE TRIM j II / SEE FULL SCALE TRW I �� • \ / I ; / i ASSEMBLY SEE FULL SCALE PROFILE I '•�-\ PROFILE I I I I / . TRW PROFILE 15 OZ.L.C.COPPER Dr ARee.....DY — ENAII I-VENTSLOT CONTINUOUS 14 ,x !I I-VENT SLOT CONTINUOUS ! M���PROPTED Y GOn OR R R�enTJD I-VENT SLOT CONTINUOUS T I HEAD FLASHING TYP. v0.0veRTY OF po0.eve nICwOLAeFP, q. 99 3 i d• 4�9L,I 3' q• �al•, LXB OR 2110 HEADER ARCHITECT INC. NO PART Tue0.eoF 4 i ,f/�' @@ / �-• W/1/2'PLYWOOD FLYfCH TY JwAI-c BE unL¢eD BY ANY PeRJOn,clRn I 1T 2' / {' F 8 1T 1. n FACE OF STIR TO ~� FACE OF STUD TO F I/ OR CORPORATION FOR ANY PURPOJe: EDGE OF EAVE EDGE OF EAVE 1 FACE OF 5RD TO eACePr WnTH JPeCIFIC WRITTEN PERMISSION PANTED CUSTOM FJXE OF EA CUSTOM PROFILE PTD. pF rH RIRn DOReve nlCuolne FF WALL CONSTRUCTION:WHITE CEDA / / POPLAR INTERIOR TRW ARCHITECT,pROPE CEDAR /,I 1-1/2'X 4-1/2'CUSTOM-PROFILE I (TEMPLATES TO BE INC.In SHINGLES R E R.5'--EXPOSURE /.=` CASING �+-�'J PANTED CEDAR CASING PROVIDED BY ARCHITECT) nT ERROR*OR DISCRev—C'ee On OVER 15 a FELT.4/2'COX PLYWOOD / T�• /I MILLED FROM 814 STOCK I/ PTD.POPLAR EXTENSION THE DRAWINGS,SHOP DRAWNGJ a SHEATHING.2X6 NO.2 OR BETTER SPF i-t ALUMINUM (SEE FULL-SIZE DETAIL) i JAMB AS REgU1RED nD STUDS O 16.O.C.R-21 K.P. J.i CLAD WINDOWS TYP. I I/c i I I I I DETAILS ARE To Be DROUGHT To Tue FIBERGLASS INSULATION,1/2' ( ALUMINUM ATTEnnon ROF THE ARCHITECT BEFORE BLUEBOARD W/VENEER PLASTER. /' \ (� i I CLAD WINDOWS TYP. THE WORK HAS COMMENCED. I I I ARe DIN....... TO Be weD oNO no TRIM TYPE "Al" AT EAVE SCALE: 1-4/2' a T-0• TRIM TYPE "Al" W/ WINDOW HEAD SCALE: 1-1/2• T-O• TRIM TYPE "Ill" AT EAVE SCALE: 1-1/2' = I'-CY 7 DRAWINGS ARe TO Be SCALED. FIRST FLOOR SYSTEM:11-7/8'ENGINEERED CUSTOM-PROFILE PTD.POPLAR FLOOR JOISTS m 16.O.C_3/4•TB G INTERIOR TRIM(TEMPLATES I / PLYWOOD DECK GLUED AND NAILED,12' `I ) R-38 K.F.INSULATION. I BE PROVIDED BY ARCHITECT r 3/4•TBG HARDWOOD FINISH FLOOR 16 OZ.LC COPPER SILL PAN i II WHERE OCCURS(SEE FIN.SCHEDULE) / �- '---"—'— --'- W/SOLDERED JOINTS WALL CONSTRUCTION:WHITE CEDAR TRIP STARTER Y2'SZ< CUSTOM PROFILE PAINTED =I P SHINGLE COURSE / r MAHOGANY SILL NOSING BY _ OVER 45 n FE Y LT.1/2'COX PLWOOD —�2X93T K1LlG_ G.C.(SEE FULL-SIZE DETAIL) / / SHEATHING.2X6 N0.2 OR BETTER SPF / WALL CON$TAVCTKON:VIHITE CEDAR FIBERGLASS INSULATIOS,1/2' LTC.FLASHING BREAK I �-i� AND CRIMP EDGE I it SHINGLES R E T 5'•-EXPOSURE BLUEBOARD W/VEHEER PLASTER. �'� Q TOP OF STONE 1.75' 11.875'TIMBERLAND OVER 15 P FELT.1/2'COX PLYWOOD Q TAPERED GRANTTE ELEV.N6.451 / ( I LSL R JOIST 'II SHEATHING.2X6 NO.2 OR BETTER SPF WATER TABLE(MATCH ST110$O IW O.C.,R-24 X.F. ~ Pv 1 Y PAVING STONE) m-- l-- FIRST FLOOR SYSTEM:41.7/8'ENGINEERED I Y��� \ BLUFSO A9$INSULATION,1/2' THROUGH WALL FABRIC "'. '. 1 Y j/\j Y Y 1 BLUEBOARD W/VENEER PLASTER. �` FLOOR JOISTS a 18'O.C.AND AI G FLASHING :.:.).;.- I /` /•, /' ��\ I PLYWOOD DECK.GLUED AND NAILED,12' / �i �' X \% \/' \/ / / FIRST FLOOR SYSTEM:11-7/0'ENGINEERED I` R•38 KF.INSULATION. I':'/ //:•. (I - / /\ J`\ FLOOR J019TS i IV O.C..3/4•TB G PLYWOOD DECK.GLUED AMC)NAILED,12' \ / 9/d•TIE HARDWOOD FINISH FLOOR 2%6 P.T.BLOCKING ' '' r R-3B KP.N9ULATIOn. WHERE OCCURS(SEE FN.SCHEDULE) / 521yK' VENEER STONE(MATCH Y.'/ // I 3/4'Td HARDWOOD FINISH FLOOR TRIPLE STARTER 2• WHERE O \ EXISTING HOUSE) / I I I -CURS(SEE FN.SCHEDULE) / ��•--�, ; 1x4 PT a1—Kwc / SHINGLE COURSE 3S'+IS'TJ-W PRESSURE TRIPLE STARTER - — — -+--7- TREATED PAAAELAM SHINGLE COURSE /' LC. C,FLASHING BREAK _ _ TOp_OF STORE /GARAGE DOOR HEADER %j;%,/ I i I __7xd vT w'exlrwG AND CRIMP EDGE STONE VENEER LINTEL I �• TAPERED GRANITE EIl.V M646 / / i L.C.C.FLASF(4`IG BREAK °�' WATERTABLE(MATCH / RABBET BOTTOM OF AND CRIMP EDGE TOP OF STONE / PAVING STONE STONE TO RECEIVE / I I I I TAPERED GRANITE Fi cy,M6.45 ' ) �m �~ r" y DOREVE NICHOLAEFF STEEL LINTEL j /// WATERTABLE(MATCH / I� �^ I I I ^ ^ F PAVING STONE) \/ Nm F AASHING WALL FABRIC IIV "a IITECC INC. STEEL LINTEL BOLTED THROUGH WALL FABRIC I Y/1� �'i / TO HEADER W/OL DID. FLASHING }"\ /Y� /, VENEER STONE(MATCH ' \ •\ / BI3 MAIN mvJ:T ` /�T �,\!/�\ .'�\/,\ /• / I 0111ANIIF\IA mn,• V / EXISTING MOUSE) 1FJ_Afi�1A1_YB THRU-BOLTS O 32'O.C. I T / / I FAX es+a:zm FOAM BACKER ROD f I VENEER STONE(MATCH I/ / \ % •�) ' /� �/ // E CAULK CONTN. I EXISTING HOUSE) ,// 1' �8 2- 'i 10' • IN FIBERGLASS CUSTOM I I / II ` 2X6 P.T.PATE / I � vim 5.5.TIES O•-1B'O.C.HORIZONTAL .— FABRICATED PAINTED WOOD //// 1•II' 9`I I J 2X6 P.T.PLATE J 2 I•_�2K I{ AND VERTICAL TYPICAL G GARAGE DOOR W/FIXED I i II c ICY LLL 1g NOTE HOLD 2+4 FURRING 11'' TEMPERED GLASS LITE$TYP. I S.S.TIES O�-16'O.C.HORIZONTAL %%/,/ OFF FACE OF CONC.TYP. CO NC.FOUNDATION � /% AND VERTICAL TYPICAL /� / <� (SEE STRUCTURAL DRAWINGS) WALL SECTION DETAIL AT GARAGE DOOR SCALE: 4-4/2• 1'-o 2 WALL SECTION DETAIL SCALE: 1-1/2• -0 5 WALL SECTION DETAIL SCALE:1-1/21 R 11-0• g STORAGE AREA WALLS:2%4 1 I STUDS O IW O.C.W/3 4/2•ICYNENE \ �\ \\ n � 6 I{!1 I SPRAT NSULATION.4/2'GWB \�\ \\\\ 5.5.TES•�-16'O.G.HORIZONTAL VENEER PLASTER \�\ AND VERTICAL TYPICAL \ \\\ 5'CONC.FLOOR SLAB W 6X6 O S.S.TIES O--,18'O.C.HORIZONTAL \ \ W2.1XW2.4 WWM OVER 6 MIL POET INSULATED FIBERGLASS CUSTOM j \ G \ PROJECT NUMBER: FABRKATED PAINTED WOOD 10'+8' III AND VERTICAL TYPICAL \\ U. VAPOR BARRIER OVER 12'MECH. ;\;� GARAGE DOOR W/FIXED \ \.\ COMPACTED STONE 1 \ d TEMPERED GLASS LITES TYP. I I I G CONCRETE PP N 6 ON SEE \ I I I ��\.'� FOUNDATION PEAK B DETAILS FOR DRAWN BY: JAD/DAV SLAB DEVELOPMENT BARS:=4 O 16. DIMENSIONS E REINFORCEMENT \\ O4. EXTEND 1T BEYOND FIXINDATIOH WALL \��� VEHEER STONE(MATCH \ \\ BELOW I I I t \�\\\ EXISTING HOUSE) SCALE: 5'CO"C.FLOOR SLAB W BXG W2.1XW2.' \� `{ WWM OVER 6 MIL POLY VAPOR BARRIER r \\ \\ AIR SPACE \ OVER 12'MECH.COMPACTED STONE I I I \� L REFER-TO LANDSCAPE DRAWINGS DATE: MAY 12, 2004 5'CONC,FLOOR SLAB W 6X6 FOR GRADE LEVEL 9/4'X3/4'GALV.STEEL ANGLE SET IN r W2.1XW2.1 WWM OVER 6 MIL POLY CONC.BELOW DOOR SEA (FIELD VERIFY VAPOR BARRIER OVER 12'ME L CH. \\\ EXACT LOCATION) I I COMPACTED STONE \ I \ a, IO II J VENEER STONE(MATCH / .%:•//i//% a EXISTING HOUSE) \\� / \ ��. \ / \ .� 4.4 8-CMU BLOCK AS RECXOIRt`D. i, •\ \ \\\\ •` \ v REFER TO LANDSCAPE DRA FOR FINAL GRADE LEVELS.\ / A TITLE CONCRETE FOUNDATION SEE \ SECTION DETAILS c S'CMU BLOCK IO AS R RED. FOUNDATN PL N A E DETAILS FOR,\\ j a J\\ REFER TO LANOSCAPENfJRA1VINGS ) DIMENSIONS a REINFORCEMENT\ O I jd FOR FINAL GRADE LEVEL`S. \`` / ' ,OA 6 // •8• 1O•� \ R CONCRETE FOUNDATION S `\\ FOUNDATION PLAN It DETAILS \ dw) DIMENSIONS S REINFORCEMENT \ a— FOUNDATION DETAIL SCALE:1-1/2'R 1-O 3 FOUNDATION DETAIL -SCALE! 1-1/2' = T-O' 161 FOUNDATION DETAIL SCALE: 1-1/2' 2.X6 INSUL.STOP I SMITH RESIDENCE 2X6 N RA STOP 5/8'COX PLYWD. BETWEEN RAFTERS 5/0'COX PLYWD. GUEST BETWEEN RAFTERS \ SHEATHING SHEATHING G EST HOUSE 12 WESTERN RED CEDAR ROOF INSULATION VENT 12 WESTERN RED CEDAR ROOF II'ISULATIOn VENT SHINGLES-PERFECTION GRADE BAFFLE CONTPI. SHINGLES-PERFECTION GRADE WOVEn CEDAR SHINGLE BAFFLE CONTW. P1 BLUE LABEL. 49 n1 BLUE LABEL RIDGE CAP 20 WEST BAY TERRACE AT OATH.CLGS) �'/ l• (4T GATH.GWSI t, YY/ CEDAR BREATHER CEDAR BREATHER CfJPPER FOIL INTERLAYMENT OSTERVILLE, MA 02649 /J iCONT4Y0009 CONTINUOUS O EACH COURSE .'l ROLL RIDGE VENT MATERIAL ICE AND WATER SHIELD SMPSON H2S ICE AND WATER SHIELD r Me TIES H25 l / /,--� TO 36'ABOVE EAVES TYP. �. /\ i-\ i TO 36'ABOVE EAVES TYP. RE A R F 1pTE'vp f HURRICANE TIES TYP. HURRICANE TIES TYP, OVER 30a RG FELTS ALL RAFTERS �'//// / 304 FELT TYP.ELSEWHERE , ALL RAFTERS { I ' 90P FELT TYP,ELSEWHERE / COX PLYWD.SHEATHING0' 2X10 RAFTERS I I 1 2%10 RA 0/6 O.G. / T / J •. 16 OZ L.C,COPPER 16 OZ.L.G.COPPER BRONZE MESH / f DRIPEDGE CONTIn. BRONZE MESH DRIPEDGE CAIYTIH. ^ // INSECT SCREEN i INSECT SCREEN 2%11 OR LVL RIDGE BE O VENT SLOT -_\. m VENT SLOT T 1• SEE STRUCTURAL PLANS /J/'1 GENERAL NOTES: PAINT UNDERSIDE / / THE DRAwIn� A e Tcees PAINT UNDERSIDE -` THE IREHen T3,ll 31GnB OF OF RAFTER TAILS Pryl OF RAFTER TAILS PN BLOCK(TYPJ '-1 _ �— —\- BLACK(TTPJ nD HPLA -- \=-1- PAINTED CUSTOM NOICAreO TH..... Oa RevaeOenreD PROFILE CEDAR // 'Wn i PAINTED CEDAR SAVE \I( \� ; � PAINTED CEDAR SAVE `� _ / THEREBY ARe OWneO BY An Renem BACKBAND I \ /% / THE PROPCRTi OF pOReve nICHOLA&FF, i-'�•--� \ TRM ASSEMBLY TRIM ASSEMBLY SEE FULL SCALE TRIM CUSTOM-PROFILE PTO. SEE FULL SCALE TRIM ARCHITeCr mG. no PART THeaeOP PROFILE POPLAR INTERIOR TRIM I PROFILE - T` , 1'VENT SLOT CONTINUOUS (TEMPLATES TO BE i i , ' •I•VENT SLOT CONTII`IUOU$ //' SHALL Be UTILIZED BT e T PeR00n, FIRH �----' .5 •1 PROVIDED BY ARCHITECT) 1 OR COavoaeTWn FOR e1 Fuavose: 3- ? a� a• PTO.POPLAR EXTENSION 1 d� p. EXCEPT WITH SPECIFIC WRrtren 6 PeR HIB l M JAMB AS REOUIRED —!`-f�-/'-%`-/ OF THE I 'p_ ,\ ��, I• FIRM pOREVe NICHOLeeFF ALUMINUM \ ARCHITECT, RIC, WALL CCOH9TRUCTION:WHITE CEDAR CLAD WINDOWS TYP. 11• J Anr ERROR. OR DUCaevenae3 On 1• SHINGLES R&R 5'--EXPOSURE g 2 OVER 15 w FELT, 1/2'COX PLYWOOD EOF E�AVEO' TWO Der uA ARE TOOHOF Be BROWNY BTOn THE SHEATHING,2X6 NO2 OR BETTER SPF R STUDS 6 IS-O.C.,R-21 K.F. CUSTOM-PROFILE PTO.POPLAR iT&niton OF TT HITECT 111011 INTERIOR TRIM(TEMPLATES TO THE WORK H enCeD. FIBERGLASS INSULATION.1/2' A AB wTNn -- B_UEB04RD W/VENEER PLASTER Be PROVIDED BY ARCHITECT) wne TRIM TYPE "Al" AT SAVE I 16 OZ LC COPPER SILL PAN /1 �f ..IONI eae To BE uBe. AnO no 1 SCALE: 1-1/2' 1'-O' I W/SOLDERED JOINTS RIDGEVENT DETAIL SCALE: 1-1/2, 1'-O' 7 Da eWN..ARE TO Be xALeD. n� WALL CONSTRUCTION:WHITE CEDAR— SHIN GLES R&R.5'--EXPOSURE OVER 15 a FELT.1/2'COX PLYWOOD SHEATHING.2X6 NO.2 OR BETTER SPF 5/8' STUDS B 16'O.C, -21 K.F. ' I \ SHE COY.PLYWD. FIBERGLASS INSULATION,1/7 R B 71�-. SHE ( LUEBOARD W/VENEER PLASTER. ` _a - WALL CONSTRUCTION:WHITE CEDAR WESTERN RED CEDAR ROOF 1 SHINGLES R&R 5'--EXPOSURE SHVNGLES-PERFECTION GRADE / ��—� OVER 15 a FELT.1/2'COX PLYWOOD a1 BLUE LABEL I -( 2X6 UNTREATED NAILER OVER SHEATHING.STUDS S OR BETTER SPF IN 1� \� OO 2X0 P.T.PLATE AND SILL SEALER - GEDQR BREATHER STUDS B O SET ER KF. CONTINUOUS _ FIBERGLASS INSULATION,1/2' ICE AND WATER SHIELD - SLUEBOARD W/VENEER PLASTER \ VEREX GRADE LEVEL TO 36'ABOVE EAVES TYP. ' 90+n FELT TYP.ELSEWHERE \ O� JrS%LANDSCAPE ARC.. 2%B OR 2X10 HEADER \\ PLYWOOD FLITCH TYP. \\ \) P.T.2.6 FURRING AT 16' / 16 OZ.L.C.COPPER DRIPEDGE CONTIN. 16 OZ.L,G CAPPER \ \I T O.C.IN THE FLAT ; HEAD FLASHING TYP. \ 1 I i1-1/2'X 4-1/2'CUSTOM-PROFILE PAINTED CEDAR CASING BRONZE MESH CONCRETE FOUNDATION SEE \ \/r \ -! - FOUNDATIOH PLAN&DETAILS FOR I ♦ ` PCOUPLAOR INTRERIOR TRIM MILLED FROM B/4 STOCK INSECT SCREEN \ I (SEE FULL-SIZE DETAIL) ®VENT SLOT DIMENSIONS&REINFORCEMENT _ \ \ / �\ (TEMPL4TE5 TO BE I , T O I2 / PROVIDED BY ARCHITECT) . _ a• I / / PTO.POPLAR EXTENSION / JAMS 49 REOUIREO INSTALL 2 COATS'DRTLOK' I 0 D 10�OJ MASONRT PAINT ON ALL WALLS \+� /� ALUMINUMC'OD WINDOW$TYP. I PAINTED CYPRESS SAVE TRIM PRIOR TO INSTALLATION OF \ ASSEMBLY SEE FULL SCALE FURRING STRIPS •'\ TRIM PROFILE DOREVE NICHOLAEFF d' ./�/ i 1'VENT SLOT CONTINUOUS I ARCHITECI'INC. . c p, i�� 'I 3, eI_n1AIN SI'aEEI' TriTFRviLLF.,XIAOYilI 2 r we.a�.aw \ I FACE OF STIR TO •;-/ I I I FJXie OF EB_ FOUNDATION DETAIL 5CALE:1-4/2' - 1'-O 2 WALL SECTION DETAIL SCALE: 1-1/2'_ -O• cj TRIM TYPE "112" AT LAVE SCALE: 1-1/2-- 1'-cx g PROJECT NUMBER: 7• DRAWN BY: JAD/DAV CUSTOM-PROFILE PTO.POPLAR RI II i INTEOR TRIM(TEMPLATES TO SCALE: BE PROVIDED BY ARCHITECT) RAILING i i I I I 16 OZ.L.0 COPPER SILL PAN PITCHED 5/6'PLYWD.DECK I W/SOLDERED JOINTS DATE: MAY 12, 2004 OVER 3/4•STRUCTURAL DECK 11 W 1 1X4 MAHOGANY DECK PLANKS W I T P.T.NAILER OVER /(3)COATS PENOFN OIL N 1 2X0 P.T.PLATE AND SILL SEALER 2X P.T.TAPERED SLEEPERS ------- 10.O.C. 2X0 FURRING AT 16-T. 9ARH>FlL PVC ROOFING MEMBRANE P. O.C.IN THE FLAT I �^ / N 4DPEe P3E� SARNAFLA$H DRIP EDGE I I LLLyJJJ CONCRETE FOUNDATION SEE /A\ FIXINDATION TGIF PLAN&DETAILS FOR /` TITLE CEDAR TRIM DECK DIMENSIONS&REINFORCEMENT ' / \ / L.G.C.FLASHING BREAK - _ / \ AND CRIMP EDGE 12 \ '� SECTION DETAILS TAPERED GRANITE TOPELE � r._ V0 :ONEA— .--. -.- - -- - INSTALL 2 COATS'DRYLOK.' \ '��\�\ i MASONRY PAINT ON ALL WALLS - P A PAVING $T N (MATCH \_ PRIOR TO INSTALLATION OF ' p2 a I 3• ' PAVVNG$TON=_) YI/��T-\ �m ", J^Y~Y FURRING STRIPS THROUGH WALL FABRK. rX0 - _'. I/n` /•\ �'\`/ J\ /\� \�'\ I I I �/% '\\ FLASHING - VENEER STONE(MATCH /•r/1,�/' / �_Jy/\__,L ` �V \/ EXISTING HWSEI— };!�j�' I7\ 4 2%6 P.T.PL ATE %/!/',�T 2 ----i .'J 0 v • l- WALL SECTION DETAIL AT DECK SCALE: 1-1/2'_ -O. 3 WINDOW SILL DETAIL SCALE: 1-1/2' APPLIED CEDAR 11%31 CEDAR 1'%6•CEDAR BACKBAND BACKPRIMED MLAND POST CAP 0V ------ _ TYPICAL , - BACKPRIM ED rHHN'D - TYPICAL TYPICAL 9TAMPTOSER�S FOR NOM0 ;. B'X B•POST SMITH RESIDENCE -CUSTOM-PR RA PANTED ;p � NAM ANY RALL.NG-SEE GUEST HOUSE DETAILS THIS SHEET ---'---- s,v .YT ^M CUSTOM CEDAR PROFILE MILL FROM SOLID STOCK OF 20 WEST BAY TERRACE - - -- -- a SUFPICtEnT THICKNESS To OSTERVILLE, MA 02649 e v < ACHIEVE THE PROFILE 1X BACKPRPIED AND PANTED— INDICATED _ CEDAR OVER 4%4 P.T.POST PURRED CUT TO BAB 1�/4'SQUARE PANTED BALUSTERS e a O.C. BACKBAND APPLIED CEDAR a� \ GENERAL NOTES: $' ACKBAND TYPICAL ^ THe oasWNa AND aLL ov rHe mcwe BRIC.KMOLD - ARRAnDeNcnre,Deeuw Ano vl.ara \ ppICATTA TMBRBOn OR MA %1- PANTED THOR.I ARe OVIIeD BT AND RBNAN MAHOGANM Y REVEAL TH8 p0.0PLRTY OP DOReVe nICMOLABFP, BETWEEN BALLSSTER9 \ ARCMReCT NC. n0 PART THeRGOP BHALL Be llNLD•n B1'MT PERBOn,M. OR CO0.FORATRA,FOR ANT P-POSW .."PTHlTM BpeCBNC HRRTGN PQ0.MUBHT, OP TMB PBUI D00.6V6 n ,3] A0.CNN'BCT.pC. 8' ON \ AnT eaaoan oR oucacvANcme on iHG'"WNW.SHOP DRAWN—AM WINDOW/DOOR CASING IT A0.e To Bd BROB6HT To THe \ / ATTCNTION OP—ARCHN'LCT BCPORB THe DAK HAe CON—BO. owenmorle ARM ro eB ueeo anD no DECK HAILING SCALE:1••11-01 'f EXTERIOR TRIM DETAILS FULL scALE 4 ORAW ARV TD Bea PANTED MAHOGANY /L TOP RAIL V` 9 O p PANTED CEDARF9 P 5 1 0 .m EAVE PROFILE At, A2 & Ill FULL SCALE 7 C IIYF �. �• DOREVE NICHOLAEFF P �l i a� ARCHITECT LMC. PII MAIN STAPBf OSTE0.YB16 M4 Bi6i B I- All R. PAX 108411F3140 M a CUSTOM SILL DETAIL PULL SCALE PROJECT NUMBER: DRAWN BY: JAD/DAV SCALE: VARIES DATE: MAY 12, 2004 1-1/4'X 1-1/4'SQUARE PANTED MAHOGANY BALUUSTERS•B'O.C. 1/4'A 1-1/4'PANTED MAHOGAMT REVEAL BETWEEN BAL USTERS TYP. PANTED MAMOGAMY BOTTOM RAIL . TITLE aim i SECTION DETAILS .+m Mm DECK HAILING FULL SCALE 3 SMITH RESIDENCE GUESTHOUSE \\ \ \\\\ \ 20 WEST BAY TERRACE \ \\ STONE VENEER. ws " OSTERVILLE, MA 02649 CONC.WALL `IX4 P.T.BLOCKING \\ \ FOAM BACKER STONE VENEER \ \ � ..\ n e CAULK conT/+. \ � \\ /�� . CONC.FOUNDATION \ \ \ ,p •�% W l' ISLE GENERAL NOTES: \\\\. CUSTOM PROFILE , ./:/�/.. // ///� e O THE DRA4 G AND ALL OF THv XK AD 2A4 P.T.BIACK0IG 'L% O CEDAR pRIGKMOLD �- OIDICATGD TNGRGOX OR GPRGOGIITGD ` \`\ \ \ WI I• �IW --T..DGDgNpQ D \ ` 2A P.T. L - -``\\ \ NAILER Z TMGGGDT ARE OMIIGD pi AND RGNAKI t CAULK GONTIn. N I T-FROveRTY POAM BACKER ROD OP DORGVG XICHOLAEFP. 1 N FLOOD EQUALIZATION PA 18L. I /1 11N ARCHRGcr INK, no PART THCRLov 7 I I I ,HALL IC—rn—pT ANT FGRpOK.I%pIN Z .I oR CARVORATIdN FOR ani PNmvom: CUSTOM PROFILE / .AID (� I I I eKCGvr wlrH erecwlc WRrrren nenlrmpron CEDAR BRICKMOLD "i//.'! /,//.% /-%' AI__W I I Ah�eaaoae OR EDLlCRGPAXCIm on �IW I THE DRA4ItlGp pHOG ORA—Gp AIID 2X P.T.HAILER 'rnrnQ CUSTOM FABRICATED PAINTED I y111 I DETA6G ARG To OD DROUGHT TO T WOOD 40O 5'GARAGE DOOR. l I ATTENTION OF THD ARCMTECT BEFORE .FIBERGLASS INSULATED.W/FIXED THE WORK HAD—CO.. TEMPERED GLASS LRE9 TYP. I OM6NDgIND AM TO BE UDGD AND nO GARAGE DOOR JAMB DETAIL SCSI F. g'•f-a 'I FLOOD E U. PANEL JAMB DETAIL SCALE:9'•4'-CY .4 7 DR.W®p ARB TO BE DGALGD. II 81I 6" 2" 10" 2 32" -- - -- --......... -•-- ----- -- STOKE VENEER `:I CONC.FOUNDATION \ \ \ QE 12 IEEE FOVNDATIOIY \\\\\\ PLANT <7 2X4 P.T.BLOCKING \\ FOAM BACKER ROD t CAULK GONTPI. / \ CUSTOM PROFIT v I - CEDAR BRICKMOLO ALUMINM GLAD I CASEMENT W 00- DOREV E NICHOLAEFF 2X P.T.NAILER ITE ` I I I ARCHCT INC. ! III OPLAR PAINTED XTN NSIOK JJA103 I i 912 MAN:STRF2T (FUTURE WORK) I osTmVlssr Mn Duss re>_saussxve N I FAX f694R:'10 I i � WINDOW JAMB DETAIL SCALE 9'•1-0 2 rJ 8 PROJECT NUMBER: \\+\\ \, 4 i \\ \\ DRAWN BY: JAD/DAV STONE VENEER \\\\\\ \ \ a N ` \ SCALE: 4-4/2' 4'-0' GONC.FOUNDATIO (SEE FOUNDATION vun s-n DATE: MAY 42, 2004 2X4 P.T.BLOCKING FOAM BACKER ROD It CAULK CONTII. CUSTOM PROPLLE / CEDAR BRIGKMOLD ALUMDNUM CLAD CASEMENT WINDOW I _ TITLE 2X P.T.NAILER :Oii i I 1 II I i II I I I WALL SECTION DETAILS ICI hill A am WINDOW JAMB DETAIL scAN I=,v•+'-a 131 1 6 9 _ LEGEND: SMITHRTESIDEZNCAE 9 NEW DUPLEX WALL OUTLET GUEST HOUSE WP NEW DUPLEX WATERPROOF EXTERIOR OUTLET 20 WEST BAY TERRACE GFI� NEW GROUND-FAULT INSULATED OUTLET OSTERVILLE, MA 02649 • NEW SWITCHED DUPLEX WALL OUTLET RANGED NEW 220V RANGE OUTLET DRYAIII NEW 220V DRYER OUTLET CATVQ NEW CABLE TV JACK OATAI.YYI NEW COMPUTER DATA JACK GENERAL NOTES: T NEW PHONE JACK RAWIIG A TNe IDEAS NEW RECESSED CEILING MOUNTED LIGHT FIXTURE aR M1Genenrs,NDe SIGNS AM. -A nS RC-.O MOICATeD THEREON OR REPReBEMT.- TN REDRo ARE OWNED B AID aen All NEW SURFACE WALL MOUNTED LIGHT FIXTURE THE PROPERTY OF eve nICIOI- • gW, (HEIGHTS TO Be DETERMINED IN THE FIELD) ARCHITECT C. Io v E.EOF ePF, � \ SHALL Be UTILIZED BTAA TPERSON, F 1 NEW SURFACE WALL MOUNTED UTILITY FIXTURE OR CORPORATION FO0. Anr PURvose:FIRM /% / �\ sW-» (HEIGHTS TO BE DETERMINED IN THE FIELD) eaCEPT wrtH svetlPK walrren Peamsvon � \ TJT NEW SURFACE WALL MOUNTED UTILITY FIXTURE of TM FIRM OOReve NICH AMFP RW-'1 I \ 1 SC-» AacHlrecr,INC. PC- NEW PENDANT CEILING MOUNTED LIGHT FIXTURE ANY ERRORS OR DISCREPANCIES On \:y�y\,� THe DRAWINGS, SHOP DRAWIIGB A D /-gWz10"'\ RW-aII NEW RECESSED WALL MOUNT LIGHT FIXTURE DETAIL3 ARE TO Be BROUGHT TOnr '• NTIO Y / $A NEW DIMMING WALL SWITCH ATrewoRK OA Tconne NCeD..HE Bevoae / / ` THe H S / l \ ��\' 03 NEW DIMMING WALL SWITCH(THREE WAY)\ Y�(Jj�\ $ DIMEn910I3 ARE TO BE WED AMC 10 �\�/\\\ \ -<!4•,� OJS NEW JAMB MOUNTED CLOSET LIGHT SWITCH DanwtnG3 Ake TO Be SCAI.eD. A 1.S2 \\\\i / FAtjt Y RO' �N >/•' / SW 42 LOCITIONI OF BY lR—CY RW-t Poll •/J v��' 1 I I ~\ 9!u un EOEWACK68 \ � /1 /a'`\ n eBATTO n:oe I°.WrrcH \ r._..._ - - -- - — P I♦ / / \ ✓ '\`\:I OW I I \ 1 DATA \\ I PC-3 p G I /\ / I\ I sw \ \ 1 PVT,,HA'r.Jis;I71 I %/1\ :SW-4 /PC-t \ �.l / >. �__--._.___--___...._.__1 I CATY \ \.',.,• 1 SW-+✓^'K /\ \T\.\\\\\ i-_— \\ PF/r`i° �f -1 1G6 d' ( \(1AS DROOM f SW F. \ �\ i 1 �^�lunmwlc / Rca/ ,•mod\ •_OJ \I \ . r Rt� Pe1 ' I I I / RC-1 I ho5 RC-'1 \ / /• YY \,. —�3� ALL DOREVE NICHOLAEFF "\\ Panld'G ndlaB'�rAc \ . P2 � __ I .;a.:".r+�r....o RC ++ ARCHfI'GCTE'C. 1 9W-3:/ RC-2 \ 1 / fl ` /,• // ♦ / I RC-2 j I \ I \ �3,�wa::.gC„3\ �IAQ•° /i/ // / _2 \_,cam-7-i� "J��j/I � BEDROOMO a2 I i � --Y 109.1•I�`t10.1 i\10B.1 1 I I L /'(�'\ .5'-0'•IS'-U' 1 IL—_.——_CLO. ��d.y2f/ R.i RC4\ CdrvEl fi Nru:RC-2 I / C9:C �Y.1�0.—i 1 \\ I EF-1 C-1T.- / I11 '1 ---- PROJECT NUMBER: . IS DATA i i g21SW- jJ W'2 (p\ CATV �d 4_4P4_� DRAWN BY: JAD/DAV SCALE: `.� DATE: MAY 12, 2004 GENERAL NOTES: moo ION OF THE BASEBOARD.(3 1/2'•/-ABOVE PLYWOOD SUBFLOOR TO TITLE t. ALL RECEPTICALS,DATA PORTS.PHONE.CATV ETC SHALL BE MOUNTED HORIZONTALLT,CENTERED IN THE FLAT PORT CENTER OF BOX)TTP UNLESS NOTED. FIRST FLOOR 2.WALL SCONCE HEIGHTS SHALL BE PROVIDED BY THE OWNER AND ARCHITECTAMTERIOR DESIGNER DURING REGULAR - ELECTRICAL PLAN no n 1' JOB MEETING WALKTHROUGH. PROVIDE WHIPS UNTIL FINAL LOCATIONS HAVE BEEN DETERMINED. LI ' I 3. LOCATE EXTERIOR OUTLETS AS CLOSE TO GRADE AS ALLOWED BY CODE. - Moo LJ LJ 4.CONFIRM ALL SWITCH AND RECEPTACLE LOCATIONS WITH ARCHITECT PRIOR TO HARD WIRING. SINGLE DOUBLE TRIPLE QUAD SWITCHING LAYOUTS / FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' _ -Q LEGI.NU: SMITH RESIDENCE lY NEW DUPLEX WALL OUTLET GUEST HOUSE WP NEW DUPLEX WATERPROOF EXTERIOR OUTLET 20 WEST BAY TERRACE GFI NEW GROUND-FAULT INSULATED OUTLET OSTERVILLE, MA 02649 P NEW SWITCHED DUPLEX WALL OUTLET RANGEIRI NEW 220Y RANGE OUTLET DRTAIIi1I NEW 220V DRYER OUTLET CATV(? NEW CABLE TV JACK DATAP HEW COMPUTER DATA JACK GENERAL ROTES: ♦ NEW PHONE JACK NEW RECESSED CEILING MOUNTED LIGHT FIXTURE a DRAwG AND ALL OF TRe IOEeS RG-A O m nnGCNCnT].DC]IGM1S FL D p pn3 Oa 4 e NEW SURFACE WALL MOUNTED LIGHT FIXTURE NDICATMO TR ReOn (HEIGHTS TO BE DETERM.PIED IN THE FIELD) THea.BY .Re .Wne.SY -ND R AIN v4ovearr of Do4eve nlcwOLAeFF, ^\`\ NEW SURFACE WALL MOUNTED UTILITY FIXTURE Aa.RITeCT Rv no F Re OF SW yi' (NEIGHTS TO BE DETERMINED IN THE FIELDI C 00.C00.ORATIOn FORAe nT TFURFO]e:FI4N \ `y. •'� - - , NEW SURFACE WALL MOUNTED UTLITY FV(TURE �_A OF TRe T' ]00.CVE III RROLAEFF 4MISSIOM1 \ \\ PG-A4 NEW PENDANT CEILING MOUNTED LIGHT FIXTURE/\y c ANY Re0.ROR]n 00.Dlxaevpncle]On RW-AII NEW RECESSED WALL MOUNT LIGHT FIXTURE TRe D4ewNG3,SROF//,%'/, / `\;\'\\\\•\ $° NEW DIMMING WALL SWITCH NMenCO2D.Gr]TOA noT Re 7Tn ee ARCRITeCT BeoeNEW DIMMING WALL SWITCH(THREE WAY) TRe WO AO \``\ *i°ONEW DIMMING WALL SWITCH(FOUR WAY) j 0 / ] e TO e n0 W ]ARe e TO BSCALeD. OJS NEW JAMB MOUNTED CLOSET LIGHT SWITCH ORpM1G NEW REMOTE GARAGE DOOR OPENER 002 y'>STORAGE Z. C \ \ \ �,. / �r�r \SSW-1�2`\�..—____ SW-11\ `\\<G y4(„\\ `\ l y\. j/ l `if.!°`\'FI \'f\� I\HALL C_2 �\ !tt�•�q/��> =� __ _ - DOREVE NICHOLAEFF `� \\�Y,• \\`b� / / \ % �SW ARCHITHCT L\C. / r - II i I eI¢wnm rrnrcl' SW-M \ •`.1\� C<\\@� 1 / . \gyp,/ osTrnvluE.0� . \\ �v'\\•,�;\\���1~ \i 1 \\\I�\ GARIAGE.J2 I ��� GAR (IN� TAX wsa� FAX 10P.a11F13:0 \\ i\\ \\ / i CLG.lfllrl, CLG.1111 I-'1 •u RK�m� . \\ \,\` I \ I I t_IJ Dooa�nea� L..1 R I goo 0 ----\ ------I \\ IW-51r PROJECT NUMBER: / --�=--�--- I \ -- /._-- ---- ,�_----- ---- -'- DRAWN BY: JAD/DAV SWAN SCALE: DATE: MAY 92, 2004 GENERAL NOTES: - Ioo TITLE 1. ALL BASEMENT RECEPTICALS SMALL BE MOUNTED ABOVE BASE FLOOD ELEVATION 12.00'. - 2.WALL SCONCE HEIGHTS SHALL BE PROVIDED BY THE OWNER AND 4RCHITECTANTERKJR DESGNER DURING REGULAR BASEMENT JOB MEETING WALKTHROUGH. PROVIDE WHIPS UNTIL FINAL LOCATIONS HAVE BEEN DETERMINED. ELECTRICAL PLAN 9. LOCATE EXTERIOR OUTLETS AS CLOSE TO GRADE AS ALLOWED BY CODE. 1LJ{ U 'Ell A.CONFIRM ALL SWITCH AND RECEPTACLE LOCATIONS WITH ARCHITECT PRIOR TO HARD WIRING. SINGLE DOUBLE TRIPLE QUAD SWITCHING LAYOUTS A ® BASEMENT ELECTRICAL PLAN SCALE: 1/4' ° FOUNDATION NOTES .'�• - 1. TYPICAL COLUMN:TS 1/4•%4-X4•ASTM GRADE A-500 W/MIN FY 46 KSI TO SIT `�( RESIDENCE ON CONCRETE FOOTING OM BELOW. PROVIDE WELD %LL SQUARE TOP PLATE SMITH AND 51A D A!•BOTTOM BEARING PLATE.WELD ALL CONNECTIONS. EXTENDED TOP PLATES / / \\ /' / WITH ANI DIA.BOLTS ALSO ACCEPTABLE.ANCHOR TO FOOTINGS WITH CO PON BOLTS \ . I` GALVANIZE OR PROVIDE COATING OF GALV ALUM INDUSTRIAL PAINT ALL COMPONENTS. j` TOUCH UP AFTER ASSEMBLY.FILL COLUMNS SOLID W/CONC.FOR FIREPROOFING. \ /' ' I �QQq (.VEST HOUSE 2. MAIN FOOTER PADS:14-A 5'-W SQUARE CONC.PADS W/ 14)a5 BARS E.W. / 7. STEEL BEAM POCKETS:PROVIDE 1/4•%6•X 5'STEEL PLATES SET IN NON-SHRUNK GROUT BED. 9. PROVIDE ALL HORRONTAL WALL BARS W/28•X 28•DEDICATED CORNER BARS RUN BACK' / / r/ i 20 WEST BAY TERRACE ALONG THE WALL BARS AND LAP SPLICED IN EACH DIRECTION ,1/ \\ %" / ! / �\ \aC✓ $ OSTERVILLE, MA 02649 TOP FOOTING TOP OP wAll \\ / I EOPB OOFO SUBWALL STEP \\ \\ EL•15,02' FOOTING `\ \ TOP OF FOOTING EL..00'/i \',��• %4 \/` r' \ / / ,:y > GENERAL NOTES: 1 //'`\6•\ --— -- •/` I I / / ` \ THE DRAWVIG AND ALL OF THE IDEA! EM@nTS,DESIGN 4N S D pL4N3 � In I—ICAT DICeT@D TMe0.e01I ORT"11111 All R@P0.eSENT@D �ny/ ,//,K%///�\\,'5 / %{ \\ /. \ /� I \\'\'\♦ FC, C/^\) \ \\ I i I THE P.ocearcrooFo AM, cNOL4.eFP. / �' 3 / I I OR CORPJORe TIO1n IF AA /' S:,// \\\\ \ I \�I\I��\ s \X -----J I ! aR<LL TION Fo n.TPeRs�on.F FOUND4TION9 I I I I I I 110EPi I H P CIFK WRI'rTen Ppe eMISSIOn / / /`\ \ \ \ >� t \• v \ I q `:Q. `\, \ L_J L_J I I OF THE FIRM DOReve NICHOLAEFP R eacHlTecT,Inc. > `0 TOP OF WALL ! / / �'\ •�•' \ \� \'�� / /'/ \ L\ \�.�'\ I - A_ r eaRORJ OR DI6CR0P4nCle9 On /,/ \ \ \ / \ FS� / \ EL•15.02' I THE D A /l� /\ \I/ \ C sQC 1' \IIII\\`OC TOP OF POOTUYG I DeiAILS AIRCSTOH G DROUGHT9rOnOTHe \ / \\I�I\ ! ! STEP ATT@NTION OF THE epoae WORK He6 COMMEnCEOCT P THE FOOTNG Z� �/ \ \ { \ • \ n Qq Q• \ DlnenvonE a To 6e u ED A-no % %p/ /S / / `\ \ •2 4 S \ j b \ I• TOP OF !' IDReWInG6 eR@eT0 ee !GALE..n // /% �"Y / /• > //' \/ \ \\\\'�4• \1 \^ \ I / \ I \p`SS-\ / \ TOP CI FOOTING I aG /\ \ \ \\\ ' / / I I \ C$ \ ( °( __________ UPI m / 1 /Yi/ '' � ' ,8 /'/ / c° \Y \ �' p% IQ\ I z' I TOP OP BUBWALL '). !___ / 27'-1 / / / �\ ,� �/ a s � d \ ,lC'. � '!• -- I �m o/ c \ \y''s,, � y� I,' I /` ia9=- I-�,6:_4, g'>e�Z �-a._o.- •1 -- = `-- � ..;.w:.ar��� E4g.50' EL•S.Sd 1_ i h roP OF roonnw I \\ \ - / 9 9 \ Vv \ \P BFV.6.00 C`,pG' o o Fool G 1O'-e• 'P C`\ RIP OF EN /- /- /yss.o/I / Y s.so• '( Q�r(/ �'•I B3 i TOP OF SVBWALL TOP OF SUB WALL n] S1._______—_� EL•5.50' EL.5S0' -NOTE \ \ �\�o \ 3 9' d•. C ioP Oi iRli _SE= — \ O w- ------ \\� o i ill ryl A P 51\2 _j_m-�� '\\ ` `\ /\ s.\`T@% \ ��yF %\a''/' //'�y� �e�,l --''T•T . . ,.•v __' _ imoiwu.I ----_._ � _J_ I I —L_"n f\\9\ /\\\ \ �` :q' � �\\\ % \ i/ \ - - _ - _-'-'- J I I -Lur.•Tsss ! f-I-i- P FOUNDATION PLAN AT FOOTING SCALE: = 1-0• 2 r\ yy,`` \ I I! SEE'HO IE a1 I I I SEE NONE D1 \-sEE Bore az I I I I DOREVE NICHOLAEFF ore a2 j � !I I \\/\\\\ / \ \ \�g3 \ \ 9ti.•� \\ \\ \\ % ICI I I I ! I i I ARCMTECI'INC. \\ s,> \ \ \ \hQ \ 1• / I!f 2'-9• > II '�4 i osanviliw Oin+ .. \ /\♦ \, \\ /,"' `\\\J'' \�� / � II n �I I � «I 5'CONCRETE GARAGE SLAB W/6L.VAPOR B.1WaM OVER •• \\ \ O`nf, 4'/'\ \ /'\ \ /`� 0!II 1 1 I MIL VAPOR BPI'CRIER OVER I I T dl! MECHANK:Cj.IY C'O,M{PACTED 1 ! I ! GRAI'NLA .iLL.!•`LIFTS.F" �_� ol'I I I of! I I I �q _/--_—_K ETOPST a S UOW LL 25-21' 2'-7 ; I 20-0 SEE NOT—a7hTOP OF W4l IIII 511.1 I II TQF C•V ?• y TOP O_FE SHELF 13_I{T N a7 ' PROJECT NUMBER: 'A 67 %\ ____-- OP F ALL________ EL.15.B2' — — TOP SOP 69 WALL DRAWN I --- --- ------------- ---------- of FOIiIM $Top OF SUB u m 2 /!T I SCALE: / /_ ?• ���, ! sal Y I sal s I/ s•I\`\�,/0"'s1•,9.`vy—f�� DATE: MAY 12, 2004 O O • ALL EL•15.82' --- \ \ I ( I I 4-4' I e 1�-6• __ a-o• 1oI-e• --�1_�• TITLE FOUNDATION PLANS 24_, --•r- 96-oz B;j OF \\ • T.VARNUJi /i PMILBPOOK \ $ MNOHA��L •n SYONrA t� s ® �� FOUNDATION PLAN SCALE: 1/4'a -0• FOUNDATION PLAN AT SHELF SCALE: 1/8'- 1'-01 3 WALL CONSTRUCTION: WHITE CEDAR FIRST FLOOR SYSTEM: 11-7/8'ENGINEERED 1X4 MAHOGANY DECK PLANKS SHINGLES R E R, 5'+- EXPOSURE OVER FLOOR JOISTS a 16'O.C., 3/4'TE G W/(3) COATS PENOFIN OIL 15 tt FELT. 1/2' CDX PLYWOOD PLYWOOD DECK, GLUED AND NAILED, 12' PITCHED 5/8' PLYWD.DECK SHEATHING. 2X6 NO.2 OR BETTER SPF �-' R-38 K.F.INSULATION. OVER 3/4' STRUCTURAL DECK -'--' STUDS & 16' O.C., R-21 K.F. FIBERGLASS INSULATION, 1/2' BLUEBOARD W/ 3/4' TEG HARDWOOD FINISH FLOOR RAILING SMITH RESIDENCEl' �� - GUEST WHERE OCCURS (SEE FIN. SCHEDULE) 2X P.T. TAPERED SLEEPERS AT 16' O.C. bi/EST HOiJSL VENEER PLASTER. -: '�� r � � � SARNAFIL PVC ROOFING MEMBRANE -- TRIPLE STARTER SHINGLE COURSE �; TRIPLE STARTER SHINGLE COURSE I 2X4 P.T. BLOCKING "51� 2X4 P.T. BLOCKING IfN SARNAFLASH DRI.o EDGE L.G.C. FLASHING BREAK AND .2�. L.C.C. FLASHING BREAK AND '':_ CEDAR TRIM I 20 WEST BAY TERRACE CRIMP EDGE CRIMP EDGE L.C.C. FLASHING BREAK AND OSTERVILLE, MA 02649 TOP OF FRET SUEIFLOOR _ _ TOP OF FIRST SUBFLOOR _ _ ! j�-tOP OF FIRST SUEFLOOR CRIMP EDGE _ -44- ELEV.- 17.00 ELEV.= 17.00' I 10.EV= 17.00 — . TAPERED GRANITE WATER- TAPERED GRANITE WATER- T0'�Iv'HL�°w 1I I TAPERED GRANITE WATER- .im TABLE (MATCH PAVING STONE)—� TABLE (MATCH PAVING STONE) �_ I TABLE (MATCH PAVING STONE) THROUGH WALL FABRIC v+ THROUGH WALL FABRIC . THROUGH WALL FABRIC / FLASHING FLASHINGFLASHING OP OF 5WAL VENEER STONE MMATCH N \�r '''---•••��� 711 EXISTING HOUSE) r II 2X6 P.T. PLATE ! I 2X6 P.T. PLATE �.�,•b.`�;z•_�16 S %G% .�, GENERAL NOTES: VENEER STONE (`MATCH VENEER STONE (MATCH ! M EXISTING HOUSE) EXISTING HOUSE) I (3) tt5 BARS CONTIN. ® i' I // •I I rf THE .—H. nn0 ALL OF THE IDEAS TOP I i, sRRnnGEnenra,DESIGNS,AnD PLAna 5/5' DIA. X 16' ANCHOR \• I .!�;/I I / I Inolcsre0 THEaeon,OR L 6' ae aeaenreD T\� , Ii ( �+ Meaeer >ae owneD e. >nD aennur BOLTS SPACED a -O' O.C. "\ � I I f r ! MAX. EXTENDING FROM THE B _ i T Paovear.oP ooaeve nlcHoueFF, SILL PLATE DOWN TO AND I�\\\ VENEER LINTELS: I VENEER LINTELS: ARCHITECT mc, NO P TneaeoF n\\ L3/8' X 4' X 6' BOLTED TO II L3/8' X 4' X 6' BOLTED TO .!` SHALL Be BTILIzED er< Peason.FI I ENGAGING THE HORIZ. \� WOOD HEADER. EXTEND LINTELS j I WOOD HEADER. EXTEND LINTELS oR coavoasTlon POR eNNl PCRPOSe: R WALL STEEL \\\ eACEPT w1r aveuvlc W n Peawaslon � FOR 6' BEARING ON STONE II c FOR 6' BEARING ON STONE i INSTALL 2 COATS 'DRYLOK' MASONRY .�,\\\. VENEER EW. I VENEER EW. Al nTecrw.nc oaeve mcaoLAePP PAINT ON ALL WALLS (INSIDE) PRIOR \\\� I •° 1" v.\, TO INSTALLATION OF FURRING STRIPS I II I I - nTHeaaoRa oR Ducaevnnuea on VENEER ANCHORS: ��\\\ THE DRswInG5,SHOP DRAWINGS,AID �\�\ I j TAILS ARE TO BE BROUGHT TO THE S.S. TIES ® +- 16' O.C. H. AND V. ATTENTION OF THE ARCHITECT BEFORE \.. TYPICAL ° i THE woaA HAS,connence0. \ j DIHE-.ON.ARe TO BE USED A 845E ROOD ELEVATION-AI4 ZONE_ i\� I BASE FLOOD ELEVALON-Al ZONE _ I_ I NE FLOOD ELEVATION-AI4 ZONE _ _ DRAWINGS,Aae To BE acALeD.ND no ELEV.= 12.00' '� 0.EV.= 12.00 ! I ELEV.= 12.00' I NOMINAL 6' SOLID GRANITE FACE �•\�� I VENEER TO MATCH EXISTING \�• CUSTOM FABRICATED PAINTED WOOD i 5' CONC. SLAB W/ 6X6 ! ® MAIN HOUSE 10'A8' GARAGE DOOR W/ FIXED GLASS W1.4XW1.4 WWM, OVER 6 MIL I LITES TYP. ` POLY VAPOR. BARRIER, OVER 2' AIR SPACE `. I 12' MECHANICALLY COMPACTED \�\\ 5' GONG SLAB W/ 6X6 GRAVEL tt5 HORIZONTAL DOWELS WIAXW1.4 WWM, OVER 6 MIL I a 12'C.C. \ •, POLY VAPOR BARRIER, OVER _ 12' MECHANICALLY COMPACTED \� ! (2)- tt5 BARS CONT. ! !v� Iylm c5 VERTICAL DOWELS 1� I I I a TOP a 12, O.C. \;\\\ SLAB DEVELOPMENT BARS: I Pin1.H GRADS, vnalea �\ tt4 a 12'O.0 EXTEND INTO SOLID GRANITE CUSTOM PROFILE \\ I SILL CONTINUOUS SLAB E LAP.f'WM FABRIC MIN 12' Q NIX 5' CONC. SLAB W/ 6X6 (2 EA. 6' BAYS) WlAXW1.4 WWM, OVER 6 MIL \\� TOP OF CONC.SILL POLY VAPOR BARRIER, OVER 3/4'X3/4' GALV. STEEL — ELEV.=6.75 42' MECHANICALLY COMPACTED ANGLE SET IN CONC. BELOW I I 2' RIGID INSULATION •\�� y R GRAVEL DOOR SEAL. ALIGN ANGLE TO I'I (BELOW FLOOD LEVEL) ' RECEIVE THE OVERHEAD DOOR '! 1/2' COMPRESSIBLE FILLER I tt5 HORIZONTAL DOWELS `\\ BOTTOM SEAL, FIELD a SLAB PERIMETER TYP. a 12' O.C. VERIFY EXACT LOCATION \�• SUB-WALL/MAIN WALL BREAK: ! SUB-WALL/MAIN WALL BREAK: .. -., FLUSH COMPLETELY W/ CLEAN EXTEND PAVING UP TO FLUSH COMPLETELY W/ CLEAN WATER BEFORE PLACING MAIN WALL DOOR BOTTOM WATER BEFORE PLACING MAIN WALL TOP Of SUBFLOOR _ _ __ TOP OF SUBFLOOR _ _ _ TOP OF SUBROOR ELEV.=7.02' ELEV.=7.U2' �1 ELEV.=7.02' 6' CMU VENEER SUPPORT AS, TOP OF SLAB BLOCK BELOW _ TOP OF SLAB I FINISH Canoe DOREVE NICHOLAEFF ��' —FINISFTGRA,DE— -- --�-� -• -.----— — _III TOP OF SLAB _ 0.EV.=6.50' I I < ELEV.=6.50 c, 0.EV.-6.50' < ARCHITECT INC. •B BI_MAL\•Sf m TOP OF SUBWALL I 0 J _) TOP OF SUBWALL orreavluL.MA Buff �IL Ta fro-I'iufx9e R` I ELM.-6.U— — —_ -- - —i ° I 0.EV.=6.00'_ _ FAX we..mzzm - TOP OF SUEWALL _ tt5 VERTICAL DOWELS J A ELEV,5.50' ° a 12' O.C. .' p� SHEAR DOWELS: tt4 X 24' 0-1 t M1 b I SHEAR DOWELS: c4 X 24' a 24.O.0 TO ANCHOR BLOCK c5 VERTICAL DOWELS 24. O.0 TO ANCHOR BLOC.I' < TB I I tt5 VERTICAL DOWELS _ ! b a 12' O.C. I a IT O.C. (LAP 42'UP INTO WALL) CONT. KE j CONT. KEYWAY YWAY „ i CONT. KEYWAY ! �I _ -I (2)- c5 BARS CONT. (2)- c5 BARS CONT. (2)- tt5 BARS CONT. a TOP E BOTTOM OF SUBWALL I a TOP E BOTTOM OF SUBWALL 1 `' o I ® TOP E BOTTOM OF SUBWALL TOP OF-FOOnNc _ _ _ � TOP of roOnNc _ _ ._ _I ° _ __. _,.h TOIL or FoonNc_ �ELEV.=}.50' ELEV.=}.50' E�LEV.=3.50' A a �I RI PROJECT NUMBER: BORO>A OF FOOTNG ° e. BOTTOM OF FOOTING BOTTOM OF FOOnNO ° c. 2.50' — — �- ELEV.=2.50' -- -- e ^ ° y DRAWN BY: JAD/DAV 12'X30' STRIP FOOTING I 12'X30' STRIP FOOTING I 12'X30' STRIP FOOTING 2''g" 2—g- W/ (31- tt5 BARS CONT. -- W/ (3)- c5 BARS CONT. ,�— W/ (3)- tt5 BARS CONT. i SCALE: DATE: MAY 12; 2004 TITLE b d2 FOUNDATION DETAILS OF qyF. F} a T. PIL 1'c N o O s ME CB HAN AN10Al H• s3rorut toll1+ • 12 mAY 2.Dy WALL S>JCTION SCALE: _ -o f SECTION AT GARAGE DOOR SCALE: 2 SECTION AT WINDOW/DECK SCALE: 1•_ -0 3 SCALE: 1' _ -O 4 WALL CONSTRUCTION:WHITE CEDAR _ SHINGLES R E R. 5'+- EXPOSURE OVER - ' 15 # FELT. 1/2' CDX PLYWOOD Y\-' 3/4' TEG PLYWOOD SUSFLOOR 3/4' TEG PLYWOOD SUB=LOOK SHEATHING, 2X6 NO.2 OR BETTER SPF ` SCREWED AND GLUED SCRE`dED AND GLUED I, STUDS (P16' O.C., R-21 K.F. FIBERGLASS SIiITH RESIDENCE 2X6 UNTREATED SECOND ;•�I 2X6 UNTREATED SECOND— c INSULATION, 4/2' BLUEBOAPD W/ PLATE }'� PLATE VENEER PLASTER. I` �^ T ' i PRESSURE TREATED 2X6 PRESSURE TREATED 2X6 TRIPLE STARTER SHINGLE COURSE GUEST HOUSE r PLATE OVER SILL SEALER 2 PLATE OVER SILL SEALER �2•, 2X4 P.T. BLOCKING ,=-51 g1_ 2X12 PT. LEDGER W/ 1/2' DIA. HILTI 2X12 PT. LEDGER W/ 1/2' DIA. HILTI L.C.C. FLASHING BREAK AND 2�"1 20 WEST BAY TERRACE KWIK-BOLTS STAGGERED ® 16' O.C. KWIK-BOLTS STAGGERED ® 16' O.C. CRIMP EDGE 's4' OSTERVILLE, MA 02649 TOP OF FIRST SUBROOR ..�..T_O_PP 01 FIRST SUEFLOOR _ _ _ TOP OF FIRST 5UBFLOOR --- ELEV.= 17,00' — PLANTERS-VERIFY GRADE maj ELEV.= 17.00' -- TOP --a-h-�1-E�LEVO I6.6LL9 - — -\-:-— '•�C\\``. KI TOP OF WALL --6EVEL-W/ L-ANDSEAPc- I TAPERED GRANITE WATER- —o�. p .9 TABLE (MATCH PAVING STONE) QI � "i.i�`\',!;\\ !\ /.�' /:. :I � Oo THROUGH WALL FABRIC 'ao l�t•;,r:: ___ �• — �� `�;.^i—`--\\\\ `..J LASHING L VENEER_STONE _ TOP OF SHELF _ ' = TOP OF SHELF _ -_ _ \ __ "_ - ELEV=F 1582'EXISTING HOUSE)M I '.;, GNOTES: F `,\ h ATGH -- I ELEV.= 15.69 ______ `'i' . s 1d'<• GENERAL. ! \S ! 2X6 P.T. PLATE -�;- - .• (3) a5 BARS CONTIN. ®TOP r oc>cc D«e DanwinG nnees <.s: _ I n•: n (3) s5 BARS CONTIN. ® (3) #5 BARS CONTIN. ® ' Aaa>nGenenrs.OeslGns onoHv Ans i\- 5/8' DIA. X 46' ANCHOR �,���� AreD rHeaeoN oa a nreD TOP TOP �.,; BOLTS SPACED ® 6'-0' O.C. Aae owneD Sr I .'\:. ae o Do oc.e , 5/8' DIA. X 16' ANCHOR 5/5' DIA. X 16' ANCHOR MAX. EXTENDING FROM THE ........... aeoP BOLTS SPACED ® 6'-0' O.G. t o BOLTS SPACED V 6'-0' G.C. •ram%• SILL PLATE DOWN TO AND S�i s««c cT UTILIZEDnosr anon n MAX. EXTENDING FROM THE MAX. EXTENDING FROM THE �I,\ - ENGAGING THE HORIZ. ��� oa CORPORATION POR�> PURPOSE:via SILL PLATE DOWN TO AND SILL PLATE DOWN TO AND II``,'° ' WALL STEEL \�\\1 EXCEPT wr«SPECIFIC w Tren ve Imion ENGAGING THE HORIZ. ENGAGING THE HORIZ. INSTALL 2 COATS 'DRYLOK' MASONRY THE PIaM DOREve meHoa_AePP RH I WALL STEEL WALL STEEL I\. PAINT ON ALL WALLS (INSIDE) PRIOR ��, �RcH ITecr,mc. j�\ t e' I TO INSTALLATION OF FURRING STRIPS \ meaaoRs OR DISCREPANCIES ON INSTALL 2 COATS 'DRYLOK° MASONRY INSTALL 2 COATS 'DRYLOK' MASONRY ` HE ORAwInGs, SHOP DRAVInG9 ono PAINT ON ALL WALLS (INSIDE) PRIOR PAINT ON ALL WALLS (INSIDE) PRIOR I' VENEER ANCHORS: �\ DernaS ARE TO BE BROUGHT TO THE i TO INSTALLATION OF FURRING STRIPS I TO INSTALLATION OF FURRING STRIPS h'' S.S. TIES ® +- 16' O.C. H. AND V. ,'� THe con OP THE ARCHIrecr ae,oae TYPICAL WORK HAS COMMENCED. — — — ORA ,on RE ."AL O BE AnD n0 BASE FLOOD ELEVATION-AI4 ZONE 015E FLOOD ELEVATION-Al4 ZONE �' BASE ROOD ELEVATION-A14 ZONE ���'.• wncssA ETO ee scAUeo. i ELEV.= 12.00' — CW ELEV.= 12.00 \�\ 5' CONC..00 SLAB W/ 6X6 _ W1.4XW1.4 WWM, OVER 6 MIL \\\ o POLY VAPOR BARRIER, OVER 12' MECHANICALLY COMPACTED \ �j A I c: GRAVEL \, i I SLAB DEVELOPMENT BARS: i a5 HORIZONTAL DOWELS ! iF5 HORIZONTAL DOWELS I t4 ® 12' O.C. EXTEND INTO ® 12' O.C. 1 ® 12' O.C. I SLAB E LAP WWM FABRIC MIN 12' (2 EA. 6' BAYS) \\ CONC. BEAM: (2) St 5 3'UP FROM 5 VERTICAL DOWELS 1 z5 VERTICAL DOWELS OPENING. ALLOW NO LAP HORIZ. \\`\. ® 12' O.C. ® 12' O.C. SPLICES OVER OR WITHIN 18'OF \ F.�`•fX212O OPENING. EXTEND ALL HORIZ. BARS ��\, i I i I I I 1B' MIN. E.W. Q� Ogl 5• CONC. SLAB W/ 6X6 I 5- CONC. SLAB W/ 6X6 \\ ,: W1.4XW1.4 WWM, OVER 6 MIL : W1.4XW1,4 WWM, OVER 6 MIL I I I VENEER LINTELS: POLY VAPOR BARRIER, OVER I POLY VAPOR BARRIER, OVER i HDG 1-3/8' X 4' X 6' BOLTED TO 12' MECHANICALLY COMPACTED :r 1 12' MECHANICALLY COMPACTED a I I CONC., 6' BEARING EA. SIDE GRAVEL GRAVEL 1 _ FLOOD EQUALIZATION PANEL: 1/2' COMPRESSIBLE FILLER 1/2' COMPRESSIBLE FILLER PAINTED WOOD LATTICE OVER ® SLAB PERIMETER TYP. A I ® SLAB PERIMETER TYR I PAINTED 2• RIGID INSULATION I FINAL DETAILS T.B.D. #5 VERTICAL DOWELS ° z5 VERTICAL DOWELS ° L I I P -10 I -10 SOLID GRANITE CUSTOM ROFILE"' j ® 42' O.C. (LAP 42' UP INTO WALL) ® 12' O.G. (LAP 42' UP INTO WALL) -- I I SILL CONTINUOUS I� TOP OF SU-BFLOOR 7_ 10 7I - 7• �10 - - I I ; DOREVE rIICHOLAEFF J. OP OF SLgg TOP OF SLAB I tOP OF SLAB PimsH Ga>oe ELEV 6.50' -- _— 1 ELEV.=6.50 --_—.__ _ I _. -_ - _i ELEV=6.50'-__ \ �\ ARCHITECE TNC. 61L MAPI SIAFXI' I I <I ZI I bi 6' GRANITE VENEER \� oa�Pavwtn EET _I ___..., —.._.__ _ I TOP OF FOOTING _. -_ -- _ ° re�soes�s TOP OF FOOTING ELEv=6.00 - ELEV.=6.00 6' CMU VENEER SUPPORT I ' a CONT. KEYWAY I CONT. KEYWAY BLOCK BELOW FINISH GRADES I PA��s (2)- -5 BARS CONT. bI (2)- #5 BARS CONT. o '�h TOP OF SUB'kALL LLLlll 6 °I ® BOTTOM - o I ® BOTTOM _ I Y E AR 5.50' v ` BOTTOM OF F00➢NO v SHEAR DOWELS: a� X 24' ® a BOTTOM .0 FOOTING 24' O.0 TO ANCH04 BLOCK - ELEV.=5.00 —_ -_ - ELEV.=5.00- e ` e I a5 VERTICAL DOWELS 12'X24• STRIP FOOTING I I 12'X24' STRIP FOOTING ® 12' O.G. W/ (21- u5 BARS CONT. `A/ (2)- ;:5 BARS CONT. %-----------s CONT. KEYWAY (2)- u5 BARS CONT. ® OP 9 BOTTOM.OF SUBWAL TO OF L I 3.50, .. I I PROJECT NUMBER: h BOTTOM OF FOOTING 'I Y ELEV.-2.50' DRAWN BY: JAD/DAV 12'X30' STRIP FOOTING W/ (3)- m5 BARS CONT. - z-__ _--f SCALE: DATE: MAY 12, 2004 TITLE �q6 0 L FOUNDATION DETAILS �lN Of 14 T.-R.11M PNIIBaIX% s M vC�HANI90 L '^ RIOMI:L Va� S 12 R�Tveaoy ® .�mmm�1 WALL SECTION SCALE: 1'= 1'-0' SCALE: 1' = 1'-G 2 SECTION AT FLOOD PANEL SCALE: il = 1'-G 3 �1 I SMITH RESIDENCE / i I GUEST HOUSE 20 WEST BAY TERRACE OSTERVILLE, MA 02649 GENERAL NOTES: \\ �, A DRewInG eND ALL OF T ee9 RANGEMenT3,D091Gn9 enD HPLen3 ' `\ ` \/\/ / %, // i DeREBeDeaEEONNED Br RenOEREMpeD / THe PROPERTi OF DOReVE NICHOLpeFF, eRCHITECT InC. MO P T R—F OF Be UTILIZED Bi A GURBON,FIRM OR CORPWITH T5 FOR RPO 3E: ' I I eXCEPT o FORWRIT_TEN ERMI3BIOn OF THE FIRM DOREVE nICH.1—F eRCHITECT,INC. Q4/�� \ ;• I ' A RRORS 00. DISCREPANCIES On �,P PQ \ ! I THE DRpw nGs,BHov DaewmG ono �Qq /� \\\\ DETeILB eRe i0 BE BROUGHT BTO THE Apo a1 ''\ y/�• \ •� Lv-0.5 en non DF THe pRCNITeCT BEFORE )0 40 - q G. / I THewoRa Hes connenceD. ,{JA +! EN910N3 p e TO B U3ED e D n0 W GB a TO BeeBCALED.N / !/jP .��/ FOQ 40 `4L11j �•� BOLT 2X LEDGER TO WALL W/1/2/DIA.H1LT1 K 1.BOLTS 016'O.C.STAGGERED TO I SUPPORT JOIST HANGERS _ '( SEE NOTE -�---- ------�------ fv 2 �p\\� pq', ! q✓�RPv�' Pro \ I � I I I O DROPPED MEDIUM FLOOR BEAM: BOLTED TO THE TOP I i J"V'�v .QgOIQ \) TIM�ERS�RI�I{D LSx=— I / q 9 +�L��JJSS HQN ER.^V. STAGGERED 0I BOLT 32' tIMpS H PROVIDE SOLID BLOCKING I < /GQ�,.'S•+\ •1O \ Q / Jq`l' BETWEEN JOISTS BELOW-- a I / \•y0 �. T \ c* �O WALL ABOVE � I DEDICATED 475•%j 1M.675' I DOREVE NICHOLAEFF 4 4 S•G� q" � \. �% O WALL ABOVE. ' •1 1/A•a 11 7/0'RIM JOIST— CT C'1'INC. O L TO /-y @t 's �• 1 I e1:M.M+•m1Ecr pA�S/• v �. O@9 D�G,@ irk� �j,� GJ.�y ^^0 /^ ` / I I � , S 07' ,�4P S�6`KS�'P 9L './ \ O�y+• t 4/4 � ,—MEDIUM FLUSH FL! R BEAM: I OSIEKVIL1E.nu 0�ss ny ``�'%$Q ) W 1 3.5'X{11.875•TJ-W I DEDICATED 1.75'X 11.675- T6T-YM.ap.52Yx \-SEE NOTE a1 d PAR LLAM BEAM I X Sos.+mss+D O I 1.7E TIMBERSTRAND LSL BENEATH qp¢ I I 3'MAX. OR PLO C PLUMBING OFFSET E WA-ABOVE.LyTOC @O�' 49<<�'�Pyo91'P<O,��a•S\J% /\ OQ�P P�O •.\ HI '• DROPPED MEDIUM FLOOR BEAM: .__..__ SLEEPE BOLTEDITO THE TOP j 32',O.C. rPROVIDE SOLID BLOCKING - o@ / BETWEEN JOISTS BELOW SEE+TE=7 r-SEE NOTE 07 I PROJECT NUMBER: NOTE FIRST FLOOR FRAMING NOTES: \ y-BI _ j _ DRAWN BY: JAD/DAV THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF FRAMING WITH I RESPECT TO THE LIGHTING LOCATIONS.HVAC SUPPLY AND RETURNS.PLUMBING ETC. {{ i i NOTE i I ADJJBY JOIST PLACEMENT OR HEADER.OFF OPENINGS AS REQUIRED TO OBTAIN THE LIGHTING -------SEE NOOTE a0' I �SEE NOTE a0 SCALE: LAYOUT TO BE PROVIDED BY THE ARCHITECT BEFORE FRAMING BEGINS. / I FLUSH HEAVY RIM BEAM: 4 TYPICAL COLUMN:TS 1/4'X4'X4'ASTM GRADE A-500 W/MIN FY•45 KSI TO SIT �� 3.5'X 11.675-1.7E TIMBERSTRAND LSL. ON CONCRETE FOOTING BELOW. PROVIDE 3/8'X5'XS'SQUARE TOP PLATE { RUN CONTINUOUS BY PUSHING OUT OVER DATE: MAY 12, 2004 AND 5/6'X5•%9'BOTTOM BEARING PLATE.WELD ALL CONNECTIONS, EXTENDED TOP PLATES % i i GARAGE DOOR HEADER E .BELOW WITH 3/4'DIA.BOLTS ALSO ACCEPTABLE ANCHOR TO FOOTINGS WITH 3/4'KWIK-BOLTS GALVANIZE OR PROVIDE COATING OF GALVALUM INDUSTRIAL PAINT ALL COMPONENTS. ' I DROPPED GARAGE DOOR HEADERS:(--- TOUCH.UP AFTER ASSEMBLY.FILL COLUMNS SOLID W/CONC.FOR FIREPROOFING. - i ' 2. BEARING CONNECTION:BOLT BOTTOM FLANGE OF FLUSH BEAM TO TOP FLANGE OF DROPPED BEAM 3.5'%16•TJ-W PRESSURE TREATED ` ! PAR4LLAM BEAMS. I W/(2)EA.3/4'p1A.4325E BOLTS PER CONNECTION. 11 _ 2)ANGLE CLIP CONNECTION W/3/4 DIA.A325F BOLTS d WASHERS. - STONE VENEER SUPPORT LINTELS: 3. STANDARD 1/4' ' j---- __ ( I G4LV.L3/6'X 4•X BOLTED TOBI WOOD PROVIDE CLIPSFILLET FOR ANGLES SHOWN.SHOP WELDING:USE 1/A' WELDS. / HEADER EX. TEND LINTELS BE T LS FOR ARING 6' 4. FIRST FLOOR JOISTS SHALL BE 11-7/0'TJI PRO 250 D 15'O.C.UNLESS NOTED OTHERWISE, , ON STONE VENEER. I — — RUN CONTINUOUS WHEREVER POSSIBLE/PRACTICAL.FLUSH FRAME WITH SIMPSON IUT11.88 (PERPENDICULAR) ---- _ OR SIMPSON LSSU125(SKEWED)HANGERS. S. LVL MEMBERS NOTED ON THE PLAN SHALL BE TJI MICROLAM LVL WITH F•-2,500 PSI AMC)M.O.E•1.900.000 PSI. pq TITLE 6. STANDARD HVAC HEADER DETAIL:TRIMMER MEMBERS TO BE SINGLE 11-7/6'TJI PRO I 16�2 250 JOISTS 0 32'O.C.INSTALL SOLID WEB BACKER BLOCKS TO EACH SIDE OF FIRST FLOOR FRAMING PLAN TRIMMER JOISTS 9 HEADER LOCATION.HEADER MEMBER TO BE SINGLE 1-3/4'X 11-7/8' TIMBERSTRAND LSL SUPPORTED IN SIMPSON IUT11,06 TAB HANGERS.THE HEADED OFF "K,y JOIST WILL USE THE SAME HANGER TYPE. 7. STEEL BEAM POCKETS:PROVIDE 1/4•X 6'X 5'STEEL PLATES SET IN NON-SHRINK GROUT BED. T VHAR00MUM g MECMNICAL Z; B. DEEP BEARING SEATS FOR PT PARALLAM BEAMS:USE GALVANIZED STEEL PLATES. No. B. GALAVANIZE ALL STEEL ASSEMBLIES OR PROVIDE COATING OF GALVALUM INDUSTRIAL PAINT. n,1�I¶I4If''/ yjnjj IIIIIII • TOUCH UP AFTER ASSEMBLY. 11111111 +WIt.l11'IPI�I ' ONI.I EN6 11Ij1''WII`III''1'I� 12�N 2�By FIRST FLOOR FRAMING PLAN SCALE: 1/4' = T-0,71 m Al of 'roNn !•�` \`'•\ in rb NAm ),,I 3ir '0 y�\ +%•% (�''• Jll i tl�ll.i•l� l I II'II 'I ' � 2AU ALL 4A,\.aN.' .in 03xpR2 \a' \ A °0 3m -110 /\ %. A A Z12111- 'D _ III I.' / a ARL N v mDr aY°� ° I •II I'III e°�v w�\ co p `I I I( 1.75' QB7 r N A 1.9E J-W CRO FI a''&W" Ill 4 I 0 v r 2% PY O \'/ BYO 616, (L %1 TRI ME von In O r v 0 m in in in 0Rb r Arn i P Oa \ \ inm O In F P Y� m - 2 2%1 u IMM m tpfa (/ \ --11I -- -- Am—r 2% 0 m A mr N 0 in in to —JI t in I I m p ! \ .75' 11 75'1.9E TJ-IM RO M HE ER A GE 3: .c. Y sm 90 iLV 210 21 o N -ft 2 2 10 EA ER O K N =uA QQ in in 0 i m PyV N I in ini A in m in I Tv X�+ _ 0 0 S ' X ; Q -1in r£a 0 8 , o o m u ^° y m !�• v v�0 ti C in „ ___ " ' mNA Db Dial Q 1 Nnm 0nN 3N Nn N ENN I NN n Dn D im r O< DD irm irm Di QQ i 1Am m Oi Q iin r Q n ry M An A$D 111 nD rA D mD< D mD V 3 OiA T i p`1 DA 3 A,2, 2U 6m' o mm'r K LO 74 A in Rm arA p° mV in-m1A 1�11-."IA Nr mn0 in Oi Omm0m ' -ria fit°n r ba$ for i Am im 1<I!im I<Ilim Nu Ii lill r-Dii D m\ EDf1 °'2 N\AOv AOU D A°1 A �ni m �p v rp A ! m ! m I j p� = Xi aD u^:iAX iA 22 cN b DI� D mm 0 m m .� N �Op m7r OX 9R- 9RX QN �%A Ib-SO O Oln -i rl.. K Ii7 O I in �"• m<.. 0 A jp'mi jq v. Dm Nx A mmn < OD iX 0 m 6 A N b N -tP Q D <2 >' m0 '1 i I I O� O i£in (1r rN T In N 8 nn r in a Nrc m ' m OOi 00 �m EN Em �� iN ll �� m p< N i0 p 0 < ,0 Znv mm Nrm 3m °'0 b� D mD K �r 0 pa N 0 n£ NN> AO m£ m� mH A, mN IJ 1� 3 p< A x_ m` 0' 0 AD p m e y ' O� Dllin O:pn Im r£ r£ pnl 411011 b Q�n N i, --4 "' P mmN H OP N([1 D�3 Inv m cm p h 0 nm a03 im fmnP p0 500 �c pA m Nm m v".' m E 0 50 gpv 8m Om n3 ni im Er E 8" x ;z ! m v 3 Ir"D nm0 A3 m0 m2 mI �p v `y vn 1 N ~ IO L)br 33N '�� W O W n mu n n D2 p N O 2 fmp ' fn p G ffD" @ m P',r A l .A? D= O W O m i O N N IOI141 1"3C br O0 z 43 NO Z T iA ` Ni u 0 A� �b m0 DA N NU D S Kr x i wm f°ny OE o zm Er P 0 ON ,rr' r r, n n A r 2 2 D 2 A 3 c 3 6N K N r m 1 N t) m r mD b o n P i m i im > m m N W in OO 0 fn n r r mtle,aq� ;T, —0 i A b o -n 0 1 A :tl A o u! o O A A d °nu nm~p >pnpi ,.- •I ✓.r' INm r EQ =EE;Ap ° p&; pnAr rrn I m v x A ° 0 a Z0 oA '1r��y p>T r O m j oy' D D n O O�J. ,"°° �.�" inn='°noi U! Dm �tr < > Dy Hipp np° u p \r ao">o I°,�oo° p "i>o �z f 'CLCDJJ �'o' Tim > a°"> mD 'rf s s 10 m .. �r1 tr LJ ep-a,06 j I CEILING FRAMING MOTES 1. CE,L,,S JOISTS ARE 2)AB KD SPF®16.O.C.W/SIMPSON H2.5 HURRICANE CLIPS SMITH RESIDENCE, �•/ I AT OUTSIDE WALL PLATES TYP.FLUSH FRAME TO BEANS W/SIMPSON LUS25 HANGERS. (l TQ / I 2. CEILING -LISTNT HEADER:121 2AS B .O..E.PART 1.15'.RUN EITHER SIDE OF GUIJST HOUSE 3. CONT.SUPPORT POST:4%4 s2 OR BETTER HEM FIR SOLID STICK, 4. SUPPORT PILASTER:11)2Y,6 STUD GRADE SPF BUILT-UP CORNER IN FRAME WALL. 20 WEST BAY TERRACE OSTERVILLE, MA 02649 GENERAL NOTES: HE He ID ORAWING AMD ALL OF EAS E 9,0E5IGGM5 AID PLAN5 101CATED THERE— OR REPR MMTED 11 @ OWn@O BT .. R@n Aln eR TT OF OCR—IIICHOLee—. ARCHITECT INC. NO P RT HEREOF RBON, F `.i/ \�\•` / /' I - I oa coaooRAnon FoaAAnr TvuRPoee: Ian EACEPT WI H SPECIFIC WRITTEN PERK-1— ORCFTHe FIRM DOREVe nICHOLAeFF .ITECT,IN \ \ / A T ER—E o —CREI`AAC1 on \ •\ R E DasW GB,BHDP DR4WInGB AnD DETAILS ARE TO ATTBE BROUGHT TO HE � /`• \.d ..R.HAOF THE ARCHITECT BEF00.E rueHE WORE B connenceD. / . / `\ : / ++•\ \\ I - DIMen$IOn9 A TO B USE AND n0 OR.AWINGS AREeTO B@E>CALDED. •n CATHEDRAL CEfING / I HEIGHT VARIES\ I SEE NOTE e4, \ � ell ILI, cp- \ ---- I \\ \ _ axe I R S'S �P / ,. `—SEE NOTE n4 CATHEDRAL CpiLING \ \ kI \ \ / ♦\\ \ \.� \\ xv `/'2" .t{ .*' HEIGHT VARRIF-S \ \ - / \ C4�DRAL,CEILING `,\` \\•/ �7 1 Y 3 ���� I � HEGHT VARIES _ DOREVE NICHOLAEFF \'\ \i \\ \ \ @ \'.� `\\:� \\LL "\xS/�ti �' :F••Y't `` ARCHITECT INC. •EIL G .` orri sos:m'" a NI \\•`��\ ' I T,1�% \ — _ — — \\�'. \' \\_L—�� —SEE I NOS u Wo ow 77 / \\ LA�c <� � - —Il m'Q ,�'�: � \ \\;`\\\ \\ -♦a+a tit\\\ \`. °1 \ �' PROJECT NUMBER: SLOPED CLG \\\`\ \ SLOPED CLG. \ \ �\\\ I fijLF.i)'-1:' ?/YEE WA l \. �,.1p \�\\' YVC41:7'-0'.A-p4l.6zLL r� \T\I \\ \\\\ DRAWN I�\ -- —' — g --' Y: JAD/DAV B I SCALE: DATE: MAY 42, 2004 i I TITLE • p`P6-0Z FIRST FLOOR CEILING OF FRAMING PLANT. - o� W VARHUM At No.90690 L H A /I�1III�I'')III'1IIII'1'IIIIIIf1IIII��1,,,,, IONAI«AGs mm JYYI� v 12 OTZny 2'3oy REFLECTED CEILING PLAN (FIRST FLOOR) SCALE: 9/4' R T-O• CB/dh 0 \ fnd \ \ / — v . nASSESSORS REF : a N \ Map 71, Parcels 1, 12 & `z a \ \ \ �7 2 I • p p SM10 \ — — — — — —2— — \ \ �S \ / o O 0 00 •I•' �--� x',Time 'O Legend: - — - �,�� SM11 s� \ \ Salt M of OVERLAY DISTRICT: ��` � • 1,, 4.. \ AP - Aquifer Protection District r .•a ' Guy _ ar Utility Pole �1Fec1��`7 \ ,l - _'�` As Shown on Plan Entitled Z' �° o a LO us Light oo� g� 11 :% \\\\ \ \ \ - - - \ \ I /�' Revised Groundwater Protection ,o •• o° Light Post �ec . SM7 \ \ I 'Iles, Overlay Districts" - April, 1993 O Water Gate (round) L-12 j CB/dry \ \ \ I s` ?-n 111, Marsh 7 / fnd \ \\ Edge o _� I \ d a• d I �<. * Shrub '- - g � v Edge of Salt Marsh \ sMs Satt Marsh \ \�� — — _ \ qkeJ u o° o. LO —onw— as Flogged b ENSR O SM1,5 99 Y l \.... \\ FLOOD ZONE: r° 3 Z f` Wetland Resource Flag ,, AUG12003 : / h \ ' .... \ _� t s p (� �0 (EL'4) M13 / \ \'•..� \ sM5\ \l - \ Zone A14(e1.12) & V17(e1.14) :k. •, ° `� p v ! Deciduous Tree �;° A,-4 —FEMA Ofl@ _ — _ �, I \ Community Panel No. y .yr �. , (EL 12 /�sM14- -� • � - #250001 0018 D .; ^ - July 2, 1992 r� Lawn / \ \ aak lime \ \ \ \ Also See LOMR Coniferous Tree sM1s '' \\ \ D LOCATION MAP: Doted May 17, 1996. \ Scale: 1 2000 f N I AL LI 5x5 `—o S — \ \jii \ 'ILI \ _ _ 1 ro BE r-EFr \ `\. \ `.:.. _ S 17 N A,-r 1 fA A,l- SM2 / �, \ \{� ZONE: // / -'/ Y := / / / ••�. troy a \A \\ \ \ \ RF-1 Coastal Bank / �,Oh �'� �P' \ \ \ \�` \ - - -- - - - - �. Area (min.) 43,560 SF by State Definition / sM,s a .'� �'_ A \ — \ \ \ \ \ \ _ \ \ 87,1?n SF (RPOD) : / - -6� \S \ \ \ �` - \ \ \ Frontage (rninj 2ci' 6� \ \ \ \ \ \ Q \ \ \ Width (min) 125' CI �3. \ \ \\ \\\ \\ Setbacks: sMz'� sxs' ! ( / _ \sX/. \ \ sM1 \ \ Fron t 30' S� ` / / \ — _ e \ \ \ \� \ — \ \\ ,\ Side 15' sM 5 / OQO��JI \ / �x5 a \ \ \ - \ N \\. Rear 15' I- law ------ / / \ (G> or Lawn \\ \ \\ \\ \ \ / BE R 1 \ \ \ \ EXISTING SEPTIC TANK & PUMP CHAP /% Stone \ \ \ \\ — — — — — ' \` TO BE P2RELOCATED III 1 1 ` \ XO O ' \ � aty GptJe� nsl "-� - / ��\ / `\ , \ 1 ' C1 ,11 �p \" ' Edge of Salt Marsh \ \ \ /7 0 \ \ \��\��\ \ as Flagged by ENSR \ \ coastal Bank ` \ - _ - - p%•' \'o \ \ 1 jJ "� oo N * \ \ \ Ni \\ I December 2003 \ \ 1 - /'� \ I b \ \ Definition \\ T \ \ Y Tolwn, SM102 -13- - Benchmark: � \ Top of CB/DH fnd �`-- - \ � / y/ \ \ \ \ � 1 EGA \ �El.=11.94' NGVD '29--- ' � �� 1jv ' / 1D \ PROPOSED LOCATION OF -`_-_ l' ---_, \ / / 7 I 1 r' 1 1 1 \ • \ \ \\\ 1 \ -��- i \ J RELOCATED SEPTIC TANK, & --� / 7 N 1 O I Opa __--_-- -____ - - - \ .+�3 .- i / PUMP CHAMBER, & SEWER LINE j Q - — --___ West -_-- \ i (SEE SHEET 2 OF 2 FOR DETAILS) I / / \ \ " �J�O ice' -' � - \ 1) i , I � I '/ - t30� � � _� 0 Lawn\ a� \ O , / — Wlood Framed Wide) \ \ / \ O j / / f , — Dwelling .�H.i� .F�ti,... \ 72 ,....... ,.o. r/P;> am• Obw sell ohw \ \ _ i J /, / AO�i A / l e \\\ A � / o tone Pogo / \ I I I L // FLOOD LINES DIGITIZED FROM \ I GIS MAP #71 & FIRM COMMUNITY l \> \ \ \ \ \ OL Elec. S \ \ ,v ahw Meter \ / / / PANEL No. 250001 0018D \ \ \ \ ' ;\ ova Generator,,/ REVISED TO REFLECT LOMR do o0\ / / // / / / / DATED MAY 17, 1996 - \ FLOOD LINES DIGITIZED FROM \ \\ `; --" //v \ * * * Stone P° Q \ / // ROADWAYS, WATERLINES AND GIS MAP #71 & FIRM COMMUNITY \� \ �. ,� sto�P _ _17_ - 1 / // EXISTING �SIORIENT ORLDING IENTATION. PANEL No. 250001 0018D �-1' REVISED TO REFLECT LOMR \ \ \ `� ,�/ ° I/ // / SM105 \ DA TED MA Y 17, 1996 - \ \ \ \ `�\ / / \ / / / / AL ROADWAYS, WATERLINES AND / \ _ - a' - EXISTING BUILDING LOCATION \ \ \\ �\ �Inq5 - - - - - -/ _ - USED AS ORIENTATION. It 1 J / SM114 1 11 / /� / I I ( \\ \ ` X107 _ N8632'08"E 10 SM1 \ ,•�.� _ 141. ��IRdN ao�arrs tttasr 11 ��—__—_J I i I I / I / ' C4 vAPKXANM ltAIM .TOnN#-L.YDtA SMITH (-n 3 C v w s 6'r BA"/ T6 P. Na u P&0=Tca� T Ry l_csatL. .E, MA Ss iD Order Of C'0a7&dON k M115\ Olt Chock owNote: Line Shown Represents Perimeter Of Foundation. I 244.44' Footing Extends 1'-2"f Beyond Perimeter. I I I 1 \ \ \ i o�ofCO3 ttlm=uLlalod Stone Veneer Extends 8"f Beyond Perimeter. I I \ \ S86'32' W F A Harrington/ Trust du First Floor Walls Extend 2"f Beyond Perimeter. i I'_ '\ \ \\ \\ \\ \ Cert.124109 i MdX Plan wMbeoomlderedan D.r � 1 Survey Notes: 1 Plan Notes: y PREPARED FOR: PREPARED BY. Title: 1) The intent of this plan is for the permitting 1.) The property line information shown was Site Plan ? rtofr, r N�FP of the proposec guest house, and the proposed compiled from available record information. John F. & Lydia G. Smith Sullivan Engineering, Inc. CapeSury Proposed Pro Improvements � RICNARD °ya PETER0. - relocation of th existing septic tank and pump 30 West BoyTerrace PO Box 659 7 Parker Road p p $ SUWVA►� rn chamber at 20 West Bay Terrace ONLY. 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 At t.HEUREUX y s� f�0.29733 from an on the ground survey performed on y , Oyster Harbors MA 02655 2 This plan is ONLY valid with original stom s and or between 22 JULY 03 and 10 DEC 03. (508)428-3344 508 428-3115 fax sob) 420-3994 (sob) 420-3od. fox PSullPE(Pool.com co esurvCs�ca ecod.net �P �tvi��4 ) Pp � � � � ( ) � 20 West Bay Terrace �ssla signatures. p p , 1 3.) The datum used is NGVD '29, a fixed mean Barnstable, (Oyster Harbors) Mass. 3) For the propose driveway, landscaping, and all Draft: JOD Field: MDH WHK sea level datum. 20 0 10 20 40 80 Revisions: 3A?� N4 sl�-r FE>vice Arvo Hp+v other associates appurtenances see plans by others. Review: MD PS Comp.: MDH Project: 97020 C279_11G1 Date: March 4, 2004 Scale: 1 = 201 ' �I 3/as;oti Drawing