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HomeMy WebLinkAbout37468-Z goFFat�cor Town of Southold Annex 10/9/2013 P.O.Box 1179 y x 54375 Main Road oy �-V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36557 Date: 10/9/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 600 Majors Pond Path, Orient, SCTM#: 473889 Sec/Block/Lot: 26.-2-39.13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this oflficed dated 8/13/2012 pursuant to which Building Permit No. 37468 dated 8/23/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including unfinished basement, attached two car garage and second floor balconies, to an existing one family dwelling as applied for. The certificate is issued to Ozolins,Helmars&Ozolins, Jocelyn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37468 8/3/13 PLUMBERS CERTIFICATION DATED 10/8/13 Excelsior Plumbing Au/hrio Si ature 1'fL0 TOWN OF SOUTHOLD �o�gU FfD(�-coG y BUILDING DEPARTMENT TOWN CLERK'S OFFICE y z SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37468 Date: 8/23/2012 Permission is hereby granted to: Ozolins, Helmars & Ozolins, Jocelyn PO BOX 26 Orient, NY 11957 To: Additions & Alterations to a Single Family Dwelling; Family, Dining & Great Rooms, Kitchen & Nook, Pantry, Sunroom, Mud Room, Entry Foyer, Halls, Fireplace, Deck, 2 Car Garage, 2 Bedrooms, 3 Baths, Powder Room, Study, Balconys (2), Catwalk, Walk-in Closet, Office, Unfinished Basement, Cellar Entrance, as applied for. At premises located at: 600 Majors Pond Path, Orient SCTM #473889 Sec/Block/Lot# 26.-2-39.13 Pursuant to application dated 8/13/2012 and approved by the Building Inspector. To expire on 2/22/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,562.00 CO -ADDITION TO DWELLING $50.00 Total: $2,612.00 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50 00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 f Date. - I C7 1 7i New Construction: // Old or Pre-existing Building:� r �,p.�(check one) Location of Property: Goo V ►' � k S0� _, U YA1 �&M�- House No. Street .y�, f'v�ro,,I Hamlet Ima Owner or Owners of Property: W6 z a,- � « U `o1^� Suffolk County Tax Map No 1000, Section fp Block 2 Lot Subdivision Filed Map. Lot: Permit No. '77 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 'Ov \ lic nt Signature S�FFO�� Town Hall Annex p� COGS Telephone(631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 ydj�l �a0� roger.richertCcD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ozolins Address: 600 Majors Pond Path City: Orient St: NY Zip: 11957 Building Permit#: 37468 Section: 26 Block: 2 Lot: 39.13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage IX INVENTORY Service 1 ph Heat gas Duplec Recpt 62 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt 22 Wall Fixtures 33 Smoke Detectors Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel 1-10 A/C Blower 3 Range Recpt 20a Fluorescent Fixture 5 Pumps Transformer Appliances 1-dw Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect Switches 88 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4-combination smoke/co detectors, 6-paddle fans, 5-exhaust fans 2-wirlpool baths,16 ft lighting track,8-ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 5 2013 Electrical Certificate.xls l5 C E OCT -8 2013 BLDG.DEPT. T&M OFSOUTHOLD CERTIFICATION Date: I Building Permit No. Owner: d �-I �j S (Please print) Plumber: ,c'/- P W-) t c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /e,�` l lumbers Signature) N'I i Sworn to before me this day of �/� 20,3 Notary Public, ��`/ u�- County SUSAN EHRLICH NOTARY PUBLIC-STATE OF NEW YORK No. 01 EH6073471 Qualified in Suffolk County My Commission Expires April 22, 2014 I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [v?FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: erf DATE ��" �" INSPECTOR > �� OF SO(/T�,o� -- TOWN OF SOUTHOLD BUILDING DEPT.: 765-1802 INSPECTION' ..-. [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION . [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l� z' -INSPECTOR71kzz��� pf SO(/T�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � -�s c Loll DATE INSPECTOR OF SO(/T�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU BG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC 1 ) REMARKS: DATE . Lj /� INSPECTOR SOUTy�� • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE Vdi-22 INSPECTOR lam- SOUjyO courm a�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ XFINAL H PLBG. FOUNDATION 2ND [ LATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rI k% � DATE INSPECTOR SOUlyO ti� l0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i DATE INSPECTOR 37 OF SO(/l�o� coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [XFINAL �BG. [ ] FOUNDATION 2ND [ TION [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A) CQ 1� i DATE INSPECTOR Dominick Salvati & Son Architects Established in 1910 February 15, 2013 To: Building Department Town of Southold Town Hall Annex P.O. Box 1170 Southold,NY 11971 Re: Ozolins Residence 600 Majors Pond Road Orient,NY SCTM#: 1000-26-2-39.13 Dear Sirs, Site inspection this date reveals that the timber frame structure and the strapping conform to standard practices and the New York State Building Code. For any other questions regarding this matter,please call. Sincerely, Anthony M Salvatia cc: c M141 . j O� Sq OF NEV Ef, MAR 1 1 2013 BLDG.DEPT. ly.;'N OF SOUTHOLD 26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686 NOT COMWMNTS ►fi ml - r l R 1 —I Lei: % o . / ' WWWA MOM! STATE ENERGY . 1 ORMAM _- _: -- -- �_ ► i. r �. R + i' i y - . ° i►7J[ILfLit`� A!R M. _ -- P P. _lam �r TOWN OE SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX.: (631).765-9502 Survey SoutholdTown.N(irthFork:net` iPER1VhIT NO. or; Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 ( � ~ Single&Separate Storm-Water Assessment Form Contact: Approved T '20 Mail to: Disap i [ Phone: 6Q3 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date l� , 20 f/Z INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certiricate of Occupancy. £;Every building permit shallexpirexif the work authorized has not commenced wi,tbin 12 months after the date of 'issuance or­'has'not been completed within i 8"inoriths from such date. If no zohing amendments or other regulations affecting the property have been enacted in the iiiteriin the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, a regul ions, and to admit authorized inspectors on premises and in building for necessary inspections. (SSiignna�turee / / Vapplicantt or name, if a corporation) (Mailing address of applicant) (Cld State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises b Z©L[/US (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: rl 00 House Number Street Hamlet County Tax Map No. 1000 Section. UP Block 2--- Lot � • [3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended and oce ipancy o roposed construction: a. Existing use and occupancy b. Intended use and occupancy ^60 L1--b V 6t > t>QC h/ 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal. Demolition Other Work (Description) 4. Estimated Cost (0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,.commercial or;mixed occupancy, specify nature and extent of each type of use. 7. Dimensions"of existing'structures, if any: Front Rear Depth Height_ 514 Number of Stories Dimensions of same stcucture with alterations or apitions: Front 2 Rear Depth Height Number of Stories_ 2 . 8. Dimensions of entire new construction: Front Rear Depth ,Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO .--" 14. Names of Owner of premises 1>00 DJ S Address(,Bb UMV4 fp h�oone No. �l� 44.5 '��p Name of Architect Address (' hone No ^l Name of Contractor iVIK. Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �- * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within_300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17..If,elevation at.any point orn,propertyj*._at 10.feet or below, must provide topographical data on survey. ,18.Are"there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW Y RK) - S: COUNTY O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. . Sworn to before me this,.. f v day of US-- N ( VICKI TQTkI e'►"ry ublic State of New York � pp No.01 06190696 C,c..��l .�. uafntied in Suffolk County Notary Public ' 9ety fig,20._` .. -Si re of Applicant . _ ,. 0��0�SO�jryp • . Town Hall Annex l ( [ Telephone(631)765-1802 , 54375 Main Road G. (6�07 65 5 P.O.Box 1179 roger.dchert Q QWn.SoWolny us - Southold,NY 11971-0959 QG� BUILDING DEPARTMEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: /�C Rafe: 3A Company Name: Name: 26 License No.: 2 5�j>1 14 Address: p U. 3 Phone No.: �'p 6, 7 3 C JOBSITE IN.FORMATION: .(*Ind.icates required information) *Name: 1 © i I JU *Address: p(5oas �-�-�- *Cross Street: f *Phone No-: iC3 C Permit No.: f(o Tax Map District: 1000 Section: a Block: Lot: 'BRIEF DESCRIPTION OF ORK(Please Print Clearly) j (Please Circle All That Apply) *Is job ready for inspection: �NO. Rough In Final *Do•you need a Temp Certificate: YES/ NO Temp InforTnation(if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - 2 a 19, C_ � o .82=Request for Inspection Form J 1J Town of Southold - Chapter 236 - Stormwater Management r SWPPP - Storm Water 'Pollution Prevention Plan Assessment Form GENERAL INK ON: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner ge Consultant-Contractor or Other(Circle One) Pro OWNER:(If Different than Applicant) L SAddress ^ a 7elepho 4 r- ! F C: �•7 6 S f�G Telelrlg d• _ Fax M !I E-Mat• 7 �Y. 3�L t I f✓O E-Mail: Property Address. , ty, posed Structural BMPs,S09 4� �+�'.�'�� Y �� escrjption of Construction Activi pro S.GT M.#: 1000 �_ 2 _� 51a lion BMPs,Pmjed Scope and/or Sequence of Construction Activity Dbfdet Section Block Lot (Provide AddNoual Pages as Needed) ' N e of Con r and/or Contact Persgtt Responsible for Implementation of SWPPP: - - --- --------- ------------ ---------- ---- Addr � J44 _ ------ -- _ y � i Telepho 7/t�1`it p S'�� I Fax#/ 3 ei'�Ftc tie i E-Mal• -��--���---`Ce•'3'1dbC__w.------------- I i • Name of Persons Responsible for Installation d M?Intenanea of Erosion Control practice: -------------------------------------------- A I � ' -------- Address: ------------------------ Telephone Fax -------- I I F E-Mail: Total Area of All ---------=--------------------- Total Area o1 Land gearin ------------- Project Parcels_ and/or Ground Disturbance (SF./A—) ----__.-.__------_—__ Project Duration: Start End -_-- — - (Anticipated) S .Date: ate: 9O - VVV .i --- _- - ----- i(Num Calendar Da,$) 1 7 - i i Will this Project Disturbe five(t)or More Acres at -..--...--_-----_--.------..--.-..----•-• __--- 1 ---------- Any One Time During the Proposed Development? Yes No ------------------------ If YES:Please Answer the Followin t ------------------------------- - !a. Does the Applicant have a Qualified Inspector On --- ---- i Staff To Conduct the Required Inspections? Yes No b- Does the SWPPP Indicate How Frequently the Site Q List the NAMES or deserip ion fall Potentially Impacted Waterbodies and/or Wetlands: f I Inspections will Occur and for What Period of Time? Yes No I c. Does the SWPPPAdequatetyldentifyAliTemporary ------ - ----------- i 0 0 ----------------- i and/or Permanent Sol Stabalization Measures? • Yes No ------ ------- ------------= ' d. Does the SWPPP Adequately Identify a Complete Q D - ----------------------------__________________ I Project Phasing Plan? Yes NO e. Does the SWPPP Indicate Additional Site Specific Status of Impacted Walerbody:(eq.TMOL,303(d)Listed,impaired_) r ,�� I Practices that Will be Utilized to Protect Water Quality? Yes No I f. Has the Applicant Submitted a Completed DEC Notice - - - --'- - ------------- ------------ Of Intent and SWPPP Acceptance Form for Review Type of Impacted Waterbody: g.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland_ by the Town of Southold? p Yes No ) i S7 AT E OF NEW YORK, I COUNTY OF ... ..G:...............................SS Tbat I,.!2A..y ...LJ V" ( � sins Imtent ..being duly sworn,deposes and says that he/she is the applicant for Permit, I , And that he/she is the .......................... ..... ................. .......... .............:..................... ...... ....... t .. .................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) I I, Owner and/or representative of the Owner or Owners'and is duiy authorized to perform or have performed the said work and to I I make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith- Swom to before me this; .................. p' f.. ,20�. ! I Notary Public_ �!(�,... . IT ................................. I (Si tur licant) -SWPPP Assessment FORM: 03-12 Notary public State of Nav YOA No.01`O6190696 Qualified in Suffolk County - Commission.Expires July 26,2Q iI T.O•t,S. "SWPPP" Preparation - Chapter 236 FcrDepatfinentuseonly: Prevention Plan Storm Water Pollution P S.C.T,M,#° Property Address: Review Checklist Checklist # I 10bo Z 3q•i3 _9t ct Sactlon eloak Lot 1 REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: 1 I Does the SWPPP Adequately Provide for and/or Indicate the Followfng:) ,YES, NO ,N.A. Explanation for NO or ice. Plan Sheet 1. Dra na e a cu a ons&Stormwater,BMPs Desi ne to conta n a Two Inch Rairifall On-Site. 1 _�------------------------ _g-- •- -----Inch Rainfall Location(Pg,#) 2. Construction Phasirt Pian lndicatin Se uence of Pro osed Construction Activities, 1 . ,�, --`-----------------------__._______.___._,••.,..._•,.,. .,_..•._ ._99__.._. _- P_______.____._._..-_____..__.___._-_-.....__._ 3. General Location Ma . �Ir�1 , 4. DralangeSitePlanDrawntoScaleatSixty{60'jfeettothelnchorlargerindicatingtheFollowln i[QiO;Or-`-`--"---"'------------------ ••--•--._._........ a, oca onartdDescripUonofPrapertyBoundarlasr`--------------------•-_____-----__-•,___-__•_ b. SlteAcreage`__-- -_-�-•------_.___ ._____.__ __._--•--_-..-- __� , i0� I�•� -----------------------------_.- ._._._. c. AlIExlsUn Natural and/or Man Made Features on andwithln50'ofthePro"ert d. Test Hole Data Indicating Soil eCvahtiaorancs-M-sIn.c2-_ '&; D th to Seasonal H_.h- -- - -e. ontoursInd1Szjz o er ----- -_- f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; i g. o l- ono node Areas&Is-----flitid ---with a M(riimum Dimension of 18"Diameter; I 1 ,�, --------------------______ h---1--------SSTs ----o urvey. 5. Background Information about the Scope of the Project,Location B Des.cription ofthe S(te, Proposed Chances tc the Site and All Existing Development on the site Including the Following.` '0 i �-y_--- a._AI 11r1tplygrDSIIfa(rt�lysiing_T.tatalA�ea all sftd Aisi�rpnp��?sttat S1Se ArQa;.__..:._._...._._.._ Cj 0�___--_--___-- _ ._.................._............... b. All Excavation,Filling,Stripping&Grading Proposed,and Identified-as to depth,.Volume ' I 1 , --`------------------••--- _ ___•. _-___-- i i l=J�011 ........„_c. All�4reas Requiring Clearing-and/or GrubbingL__ _ L J __ ___, _ d. All .- ...... Areas Where Topsoil is to'be Removed,Stockpiled and where Topsoil will ultimately � � beplacedi__-- 1 e. All rae o &P f tV-e- eaUon to-b-ePlaced on Sita;AITem ore &Per-m-a-ne nW M-a -ures-P-r-o-t C--roes -- -- -- ' '�r'0'i-------- - •••--- ________ ----__ ___ ...._.__..._...... �----`--------------------- .........g: AnUcleatedPattemofSurfaceDrairta eDurin PerlodsofPeakRunoff; �- 1 I�r r--------------------_______ e g --- 9 ----__....___ ._._........ ..........----__ ----- - --- --_ -_ _...._.-._.I I IDi-_----- .................. h. The Location of a71 Roads,Driveways,Sidewalks,Patios,Structures,Utilities&Other I , I I ----------------------------.______•_. ., - ----------------------- Improvements, ncludfngTemporaryAccess&ConstructlonStag(ngAreas;---�--" �"-----'; ;�;�'----------=---------------------------•_•_•_._..._.......... .. I, Tfie Ex�stTng-rFina��onfouFs ana or Spot levatlons oftfie siie-" - ' i I 1� �I I __....___..._...._.__.................. 6. A Schedule of the Sequence for the Installation'of Ail Planned Soil Erosion,Sedimentation �' ' ' �---------------------------------------- &Stormwater Runoff Control Measures. -_------------------------------_ -- --- ..-._............... . . 7. Description of TVllution Prevention Measures that will be Implemente9. 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or , , , -,------_--_--_"-'`------------------ 121? anted for Each Construction ActivltYthat will resultin Soll Disturbance. -9,_Description of Construction&_Waste materials Expected to be Stored On_Site._- -"' -- ' -----------------L�"�O `------------------ 10, Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the � I r , ---------------------------------------------- New York State Storm Water Desi n Manual Technical Standard. _ ;0 11. General Slte Plan and Construction Drawlncs for the Protect_ - ----------------------------- n -----'-----------'_--'---, 1 I 1 Dimensions Mate__§peclflcaUons&tnstallat(on Details for Al Erosion&Sediment Control_Pra_ctices. , - '-- --_.-_----------- 13. Tem ore Practices that will be Converted to Permanent control Measures. -__--_--- ---- p--Dr------------------------------------------------ r------�_--- --------------------------- O' 14, Implementation Schedule for Ste in Tem ore Erosion Control Practice or BMP. -y -" g-g--uous ry-------------------- 'L,]I�]1�r --------- - Malntenanca Schedule to Ensure Continuous&EffecUVe Operation of Erosion& Sediment Control Practices. 1[.�IO101 16. Names of Potential Surface Waters of the State of Naw York and/or MS4 that may be ��; ------------`----------------------- Imeacted Py Develoement _------ I.O i 101_..__._ --------------"�-----------•--------•---'1 , 1 17. DellneaUon of Storm Water Control Plan lm lementatlonRes onsibilitlesforEach artofthe 1 , -------------------------------------------- __.i�0101 r----------________________________-- _ , I I , --------.- ------------1 Drainage Swaies. 0 jam ' ----------------._._..-------------- - --------- ------------------------ _-'___'. ---------- 19. IdentiticationofAllContractor(s)/Sub-Contractor(S) Responsible.forinstalling,Constnicting, ' ------`-----` -------------------_-_.--__-.-- Repalrin ,Replacing,Inspecting and Maintalnin the Erosion&Sediment Control Practices. Storm Water Matnagement Control Plan-Checklist# 1 034.2 vas � DEC "SWPPP"' Preparation = . Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan s,c.T.M.#: Property�Adddress Review Checklist Checklist # 2 1000 2( Z 31-13 _n-( (Additional Items to be included with Checklist#1 when Article I I I is trigered.) ouvtot so�aco eio — REQUIR90 PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i , i Plan Sheet Does the SWPPP Adequately Provide for and/or Indicate the Following:) !YES, NO ,'N.A.r Explanation for NO or A.A.Must be Approved by SMO 1. Does the Plan Indicate and/or Show a Items Required "Checklist #1" n this Packet? Location(pg,#) --------------Ford---- ------- 'FordFordFord _ ' � ' -------Ford---- 2, Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater ""'`--'-Ford --Ford-- ---•Ford --- ... ........_. Management Practice? 0� ..Ford-._...._.__ --------_-_..___Ford---•Ford----•Ford----Ford.___ ____.._...._............. 3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of , , , , --................_............ .•,. .•...-Each Post_Constructton Stormwater Maria-Bement Practice? 4. Dees the Slte Plan/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis; � i Ford- _ _.............._ ......... ...... ............ For All Structural Components of the Stormwater Management System for AePlicable Storms? i I r ---Ford--Ford Ford-Ford-Ford---- --I 1 h-------------'FordFordFord'-_' Does the Site Plan/Constructlon Orawv ng(s)Indicate and/or Provide a Comparison of Post- , , • ,�, Ford-Ford---Ford-Ford---_Ford -_ Development Stormwater Runoff Conditions with Pre-Development Conditions 7 'lam'0' ' Ford-- Ford---- Ford- ---Ford---• Ford ltIo __ 6. Does the Slte Plan%Construction Drawln-9(6)Indicate and/or Show All Dimensions,Material Speclticatlons&Installation Details for Each Post-Construction Stormwater Practice? ._-_._._-------------------------------------------Ford--._.Ford-_..___.....-__ 7, Does the Stte Plan/Construction Drawing(s)Indicate a Maintenance Schedule Provided by i i ------- the Canstractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice? ._......___Ford-Ford---- ---------_._-•------•---..___..._�__.._...._.:.....__.,.:_.- _...__.. ....._......_.i i i �-Ford---- 8. Does the Site Plan/Construction Drawing(s)indicate and/or Show Maintenance Easements to Ensure Access to-All Stormwater Management Practices at the Site for the Purpose of Inspection �- and Re alr? e - _ - - r------ ---------- ---------------------- 9. DoseS-_ --- nn _ Dawg-------Ford-orSrdownspectionandrdFo ­ Maintenance ......_.._... _.. gnn ent s that are Binding on All Subsequent Landowners?----------Ford---- -•__•'---- -------•----Ford--..._....____.__...._._"__-......_._-..._I 1 1 �-Ford--_"_ 10. For All Activities meeting the Threshold In 236-1 g(B)(1),the SWPPP shall be Prepared&Signed ' ' -'-"-' -Ford-Ford---Ford-- -__._. By a Professional In the Principles-and Practices of.Stormwater Management&Treatment Who Who Shall Ce than he Desi n Meets the Re uirenrents of Cha ter 236. •Ford-----Ford---� ------�----------g----------P-------_--------_--_� 11. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the i r-------`------------------------ Quallty of Stormwater Discharges? r Cam,�,�, ._._..-Ford--�--------------------------------------------------------4 1 � 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard ------------------------------------- to Historic Places or Archeological Resources that Includes the Foliowln�____ ;0 ----Ford--Ford --Lord ---Ford---- ii ----------------------------- a. In ormation whether the stormwater discharge or land development activities would have `Fo rd Fo rd--Ford--Ford an effect on a property that Is listed or eligible for listing or eligible for listing on the State or National ReQlster of Hlstorlc Places ; Ford-----_Ford--- �----------------------Ford=Ford---a Ford---- b. The ResultsofHlstodcResourcesScreeningDeterminationsthathavebeenConducted: tQ� , , Ford---"Ford--"-'Ford`---- --Ford-•Ford - ---------------------------Ford--Ford - -----------_-__Ford-------- 0 c. Description of Measures Necessary to Avoid orMlnimfze Adverse Impacts on "Places Listed,i�{O�t --------'-- Ford'-Ford"---------Ford----Ford--Ford Ford-- -•-. or Eligible for Usting,_on the State or National Reglster of Historic Places;and -_ ^_FordFord--__- Ford Ford-Ford-------- L_--__--_`Ford-_-_ d. Where Adverse Effects May Occur,Any Written Agreements In Place with the NYS Office ' � -------------------------•-•-•----.-•--.•.,_..._..... of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Lam' Mitigate Those Effects. --------------------------------------------Ford--______-__•Ford--_ 13. A Descrlptlon of the Soll(s)Present at the Slte,Including an Identification of the ---� ' '�`----------------------------Ford--- Hydreullc Sotl Grou ----------------�'----------------------------------Ford-_ ___ __ L------------ 14. Identification of Any Elements of the Design that are not In Conformance with the t '-'- Ford-- - Design manual,Including Reasons for the Deviation or.Altemative Design and a Description i 0 i i i of the Equivalency with technical Standards.-�-_Ford t Ford--Ford ----Ford--------------------15. A Hydrologic and Hydraulic Analysis for All Structural Components of the '-`Ford----FordFord-Ford--Ford Ford-Ford - - Stormwater Management Control System___-------Ford--Ford -�----Ford--Ford-----Ford-Ford-----------' '-------------------------- 16. A Detailed Summary,with Calculations,of theSlzing Crlteriathatwas Used to Design i � , ,------------------------------------------------ ------ All Post-Construction Stormwater management Practices. ____ � ----_ ' ----------------------------•g-----FordFord- --Ford-Ford----Ford i 17. AnOperetlonsandMalntenancePlanthatlncludeslnspectlonandMalntenance -�� ' ` � ------"'--`---'----`---'-------Ford-----------•Ford-_Ford__ Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist#2 ; 03-12 Town of Southold - Chapter 236 - Stormwater Management N CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractors)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion-and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractors)that will be responsible for constructing the post-construction stormwater management practices included In the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a dally basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that l'understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site Inspection.I also understand j that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from E construction activities and that it is unlawful for any person to cause or contribute to a.violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings." rile Date: In addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: JN.5�? llf�tl -lZta py}t(� Y�.b el ��(�E.L.t��. __a _-____ ___________ (Please Describe Here) �� Qr C wIv . —rA rL EC'9,mS— ----------- NAME and TITLE of the Trained Contractor(S) responsible for SWPPP implementation; ��/,L/ yyL � � &tg NAME: Tice: NAME,address and telephone number of the Contracting Firm; -------v �8 K -,Il----- - 1-447 ------- —--------------------------- _1M� Z?r1 _l _ ------ --------- ---------------------- ---------------------- Property Address and Suffolk County Tax Map Number of the site; e-6 _ 1�1a�-S -- ------------------------ -- --- -' T�f -- ----- s.cr.M.#: t000 District Section Block Lot --------- ------------------------------- t The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that Is maintained i at the construction site.If new or additional contractors are hired to implement measures identified in the I SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. i For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 BUILDING PERMIT EXAMINER CHECKLIST -'Date Submitted: g"����� Date Revieived. Applicant: •wYer. ArchiteetW14�� Estimated Cost: `ll/iQ,Qu`tit,-7ZAJI� SCTM# 1000 — `� — 3?, 13 Subdivision: t® fetdZone: R-g0 Conforming? Al Property Address: 00 / City: ©� Pre C.Os? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/Go Z- ,Info: Single& Separate Search Required? Y or Iy Determination: ' SToRMW,4,- -e—& RCtN-ea,F'.F:_ REQ. Lot Size: gO�> O ° O ACT. Lot Size: 7, �95 ,-�'REQ. Lot Cov. a07o ACT: Lot'C;ov. 6/x, REQ. Front --37-5 ACT. Front 0 K REQ Side 210 ACT. Side 0, REQ. Rear_ . PROP. Rear chi REQ�Heet h-t. 3 57" ACT. Height < JS REQ. j00TH SIDES S A C T_ � Pr �wd+ ' zoo Waterfront? If yes, water body: Panel# Flood Zone: X C� ��► -C�; - Lr ADDITIONAL APPROVALS REQUIRED QLq N S �+�� SIGNED, SEALEDSUP.VEY o12 d` \ Suffolk County Health:(9-or N - If yes, *Bed#: 4- *Date: /�8/?7*Permit#: K10-7 I`01` 7 Town Septic. NI - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y o 10- Date: I !_ Permit#: or NJ Letter- Notes: Southold Trustees: Y or®- Date: /_/_ Permit #: or NJ Letter-Notes: Southold ZBA: Y oN/- Date: _/_/ Permit#: -Notes: Southold Planning: Y oro Date: / /_ Permit#: - Notes- Town Landmark C of A: Y o1DOTE: / / *NYS CODE-Compliance(page 2): Y or N ` CANT�A<TIOR Q Ce CSC A15,4 ILITY LlltBILITy _WoRkMEn/s c �>'� s.�Tlon/ Fee Structure: Calculation: Foundation: / 9 0 SF Sqo X $ O =$ 3 First Floor: SF + Initial Fee: $ 7-0 O, DO Second loor-X3-t� +53CSF + Additional Fee (_i): $ Other: 3KD FL, °-0 ` SF SF X$ , _$ Total: 5-9 0.5 _SF +Initial Fee: $ +Additional Fee ( _): $ C of o FFEE� SD,oD As BUILT FEE TOTAL: $ ;-,5 6 9, 00 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHICIDBSIGN CRITERIA: Ground Snow Load:20 Wind Speed; 120MPH 6 Seismic Design Category:B 6� Weathering: Severe -Frost Depth: 36" Olk Termite: M-H' bA Decay: S-M a Design Temp: I1 -fee Shield Underlay:YES °* Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGRVFIR.E AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: RE SCRIPT FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N .WALL STUDS: Y/N GLRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIRENIENTSOY N EGRESS 5.7 S.F.: YIN i LIGHT 8%: YIN VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER D IAGRAIv1& LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: YIN CERTIFICATION: Y/N .ENERGY CALCS Y (RESCIRECK) TOTAL COMhEIENCE? YIN (RETURN TO PAGE ONE) I = Dominick Salvati & Son`Architects Established'in 1910 July 27, 2012, To: Building Department Town of Southold Town Hall Annex P.O. Box 1170 ; Southold,NY .11-971 Re. Ozolins Residence 600 Majors Pond Road Anent;NY: SCTM#: 1000 26-2-39.1.3 Dear.Sirs; „. . " This septic tank was`exposed and pumped on July 26,201;2 for my inspection. Site, evaluation.this day reveals that the septic tank is in' good condition and,upon further inspection of the inlets,,outlets and exposed piping,t,is my opinion that the sanitary, system in its entirety will function properly, Sincerely; Antho cc:W n ; pr��6209 - P. 26 Court Street;Buite 1804,..Brookiyn; NY :.112GI (718) 855 4686 Address: Ozolins Residence 600 Major's Pond Path Orient, NY SCTM#: 1000- 26- 2 - 39.13 Date: August 14, 2012 Storm Water management General Property Conditions: 1. The residence was built in 2001 and was lost to fire in February of 2012. It is our intention to re-build the house on the exact footprint by using the existing foundation. We will not excavate except to repair and waterproof a small section of the foundation.There will be no additional fill brought in, nor will any fill be removed. 2. This 1.55 acre corner lot is a mature residential property with no history of drainage problems,pooling or storm water run-off onto either Major's Pond Path or Rowe Drive. 3. The topography is flat (please see photos P-1, P-2 and P-3),with a slight swale running north/south in the southern area between the house and Rowe Drive. 4. The water table is located @ 12'-9", as indicated on the survey (S-2).This survey was previously used to obtain approval from the Suffolk County Dept.of Health for a sanitary system. 5. There are no potential surface waters of the State of New York and/or MS4 that will be impacted by construction. During Construction: 1. The construction access road will be the existing RCA driveway off of Major's Pond Path (please see photo#'s D-1 and D-2). This is an eleven year old,well-compacted driveway that will handle the necessary construction traffic without spilling mud or other construction debris onto Major's Pond Path. In the unlikely event that the driveway should become worn from construction traffic,or should mud or debris spill into the road,we will add RCA to the driveway and the driveway entrance where it meets Major's Pond Path. It is our intention to maintain the driveway for the homeowners' future use once the house is completed, so we will take every precaution to minimize damage to the driveway and apron during construction. 2. There is no need for silt fencing or hay bales as the property is flat and has always contained the storm water. 3. On-site storage of construction material shall be limited to material necessary to re- build the house using conventional building products. All waste storage shall be contained in a single 30 yard dumpster,to be promptly emptied when full. 4. During construction,the contractor, New England Barns Inc. represented by William Gorman,shall be responsible for daily inspections and the repairing, replacing and maintenance of the Erosion and Sediment Control Practices. Post-Construction: 1. We will add three (3) drywells, 8' diameter by 4'deep,at the locations indicated on the survey(S-1).The roof gutters will be piped directly into the drywells to manage the storm water and minimize erosion. The water table (12'-9") will accommodate the drywells as dimensioned above. Roof area: 2600 sq/ft. 1, Drywell capacity: 8'diameter,4'deep = 1000 sq/ft of roof area run-off during a 2" storm water event. 2. After construction,we will add additional RCA to the existing driveway (construction access road) and compact that material to alleviate future material loss from the driveway onto Major's Pond Path. 3. We will re-plant grass throughout the lawn as needed,and we will plant shrubs and bushes around the perimeter of the house. Prepared by: William P. Gorman, Pres., New England Barns Inc. Project Contractor o��pF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CP �r Southold,NY 11971-0959 K%, COUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 4, 2013 Helmars & Jocelyn Ozolins PO Box 26 Orient, NY 11957 TO WHOM IT MAY CONCERN: V=n if Checked)Are Needed To Complete Your Certificate of Occupancy: for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. - 1=iga(-klea Dr�arEm�end- �roval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37468 —Addition/Alteration 5UR\/EY OF LOT #2 `� MAP OF "WILLOW TERRACE FARM5, INC' " FILED OCT. 4, Igg4 A5 # Q572 w E 51TUATE: ORIENT TOWN: 5OUTHOLD S 5UFFOLK COUNTY, NY SURVEYED 06-23-qq FOUNDATION LOCATION Oq-13-2000 FINAL 06-14-01, UPDATE 05-05-2012 SUFFOLK COUNTY TAX # 1000 - 26 - 2 - 3q.13 Lot 1 r CERTIFIED TO: Lot#4 Land now or former) of: He-elfinlmars E. OzoIn5ling Nancy R. Douglass �ocel yyn S. Ozolins Fidelify National Title insurance Gompanyy of New York FNT aq2-7247-1 Yea SW21'50% 270.00' S88n1'50" 110.00, as --____-- QI , �, ---- I • i ryIry/ Q-� 1 \ �I 5T I L--------/ t \ l 5TILL 5TA DING i r=s• p H 9 ------ 1853, 6 3 1t FOO�ADTION OF • ry rso, ray. S(,� - 9 Q TO BE RE81JI �, it 9e' rvQ, n • —1 t eRect r�'• St n I T -t-- �`� bgyu)t 1.C�S - mac)T'TaERS �I `�'•., ,� ot tIE7eP o P t�t>p 1J l, C. L`-C I ` Icd o � _ I wel I 88021'50" 302.95' of NEB 9 / �1 ed a mnt. �� G,Eyz { Sm in`a ICMWlland aarriforr''a Wit U i DriveRowe violation of section MM tut-division 2, of to How York State Education Low.' NOTES: a ca O� ��V•�� 'only Capin from the original of this survey marked with an original of tto land a oyo'•a steeped seal 0a11 to Cmsidarad to be valid true ■ MONUMENT * ' * Capin' •�`wwcr wed avpcations `srad d hereon 11920Sth`de`the his PIPE isturo Code of Fraetlee far Lana anrv.n aaoptn O <i Q by the Now York state nSnelation or profnaol ml ' O Land Surveyor.. gpersonala Cortifleatioas Shall run only Land now or formerly of: F,1, end is t0.1,.1,to the title survey'". go Wm" AREA = 67,4g5 5F OR 1.55 ACRES Stuart Mager SFp J�J to`th::a:1 ..;o�t.:"'ending`insttiitution.�tlfiu° Carol Mager S `ion are not tranfa del.td."itiaal institutions FEMA FLOOD ZONE X 9 SEPTIC LOCATIONS PROVIDED BY CONTRACTOR GRAPHIC, SCALE 1"= 50' 6 EAST MAIN STREEr N.Y.S.LIC.NO. MM RIMUMAM,N.Y. 11901 3 288 Fax 369-8287 :Z°1 195 5URVEY OF LOT #2 MAP OF "WILLOW TERRACE FARMS, I NG" " FILED OCT. 4, Igg4 AS # g512 W E 51TUATE: ORIENT S TOWN: SOUTHOLD — SUFFOLK COUNTY, NY SURVEYED 06-23-qq FOUNDATION LOCATION Oq-13-2000 FINAL 06-14-01, UPDATE 08-08-2012 SUFFOLK COUNTY TAX # 1000 - 26 - 2 - 3q.13 Lot 1 CERTIFIED TO: Lot Helmors E. Ozolln5 Land now or formerly of: Jocelyyn 5. Ozolin5 Nancy R. Douglass Fldelify National Title Insurance Companyy of New York FNT gg22477 w S88`21'50% 270.00' 8802115011E 110e00' z I I-------------- --- lovs� cd -- I � Ot \q 1 CO ® � ml mryf I t" 1 1 9 3 t \ Its ST L--------� I O 5 WALL5 5TILL STANDING�� • n" O .t S�� I 9. - ------ t N FOUNDATION OF y S I BURNED HOUSE n a �46 TO BE REBUILT 7, P Q11 n� 9 � 4 ��,4.7 SL,gB \ W Go CIS U1� rr•I '�, t� � I wel l ® N88021'509 302.95 ' OF NEB, 61 •Unsuthwiama alt eration or addition to a N ffiy 9 ea a f11Flt. A alJ G.FH/tom ` sap bearing a licensed land sur'vayor•a seal t■s ti` O `` ® me■fart ststa Educatt.law. ` ,(� violation of section 19 sub-division 7, 0/the NOTES: Rowe r 1 v a �v'��'= •unly copies from the original of this—vev . marked with an original of the land surv■yar a ■ MONUMENT ,r / .te.pw..el aiul be wn.ld.r.d to be..11d coin, 7 I { 'Certifications indicated hereon signify th■t this t - ~ euresy was■repered Ina" done with tm es tattoo Cede of Rtctlq far Lend survey.adopted by tma sew cork sea aeaoeistlon of Profesatanal o PIPE t�` �jl� `"b t:o'tZ°p. ,�r�a`:'in.t.' :.y"is pia:ay Land now or formerly of: ysF S02 �tt�/ • Ing en I'll bahel' l th.titl iol. y ga"�.an- `� �v to tN aesigeses of tM'nllldLpw—,-t--hgp'L1 iG- AREA = 67,4g5 SF OR 1.55 ACRES Stuart Mager $ CA ND tg.w not tran.frapl.to adttti—I inatitutimn FEMA FLOOD ZONE X Carol Mager 5EPTIG LOCATIONS PROVIDED BY CONTRACTOR JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SGALE 1"= 50' RIVERHEAD,N.Y.11901 3 Pax 369-8287 . i 5URN/�Y OF LOT #2 s t�L> �a l ��'n : , OFaMALnISERVICES SEPTIC DETAIL pn�_),E0 MAP OF "WILLOW TERRACE FARMS, ING" " � �'' `' �'�'��'�'�' i � ars.r ��R not to scale DWFLLlrr ILED OGT. 4, laa4 ,45 # a�72 w \; E � � L~ _� �� _;i( `WSI+ 1'I�.�: ; ,, ..■W 5ITUr�T ORIENT w,,, JUL 2 8 1999 ,� - TOWN: SOUTHOLD s .L b �.. _ �;s a�r_rz ;�. 1 - q _ `5 CL- 1:1.5 ey'SC ing grade p,_ ? gf .. p,"�+ mar.. ? nun. 1' ---'"----inv_a APPROVED a�E D�� � ,� l' inv.- ce:er 13.6 .y 5UFFOLk COUNTY, NY ' drAz-4� -�� cavor inv.- iz. - 13.4 I 12� a I 1�, )'U 1'�.� Ipn i'Sn9 I �1 } r��S��-��,vS �p �— riLIC P;n. i LJ Ub.�Y.�.Y�V®lal�j deep Inln. cer oil =Lard; t rd._ c' ilia. j! 'SURVEYED O6-z3-qq E.XPIF 1r"s'1�TP. iy�`a R4Fy�UPl1 DATE Of"!�I'PRO1Ir. S I de'.5 I IF r. 5UFFOLK COUNTY TAX # min. ..3• 1000 - 26 - 2 - 3Q.13 777��r separation ®� � ground water CERTIFIED TO: VACANT Helmars E. Ozollns Land now or Formerly of: U3da:CTTO C0� fLot #4' Jocelyn S. Ozolfns Nancy R. Douglass E JEV�.'dTS f�`-ST�itGTirTd�;LII3EA I �-7 3 VACANT TE5T`HOLE o I re From Filed Map ti HOLE 00 t a.a Dro --'--- j Lo- 1=15o S88°21'50"E 270.010' 1.a S88021'50"E 110.00, Zng Or— I i-•---------------- �0exlstin9-----•- LOco" CI=16 1 I Septic iG 2 5 I �Q� Pala I. (_ .-. 1 ♦��-� I Growl Find I Sand to \-0 �h I ' Said - C> Lot # 2 0\� — 12.9' r- \� Ground WaLer / Lot #3 - - c;•: S9 / "�'� Pala X ! � � 5aM to ' O LLlarda rl Sand a -_ � .__ .. 00 p M, existing ® welt 17• 'exlsti 9 N88021'50"VV 3(12.95' well � �fc.f�P _ �� Ey�cc �O 1 ' ___ � a ,per _ -Unauthorized alteration or addition to a survey S 9 m p OCarinp J licensed land d rvoy pal is.n •-�� EI=16 -�— R "� vV �J � II II "J I� ,.1 vlalat ton dl^.ect ion 7209. 9uh•dly lu tan�, of tnC JL i V V.�J Nawt York Slots[ducatlon LUM.' NOT1=S: L=1=14 }. A -only copied from the anginal or thin aurvay (l R marked with an original of tna land Surveyor•a r1. ntampaa peal shall pC sand Ider.0 to he valid true Q con iad' ■ MONUMENTO Ccrtt11wt1on9 Indlcalad hereon dlgnl(y that this C �An /vO r,o2 �A -rvey wad pranaraa rn accordance wit the a O PIPE -VVn L '-`` Islinq Code of Practice for Land Surveys adapted lO V by the New York Slate eadaclalla.of Prafesd lanai Land now or FormerlyOF: �P Land Surveyors. Said certifications Shall run only dd Lq ND S to the Person for wham the Survey is OrandrCd, SLuart Mager °f I one on his behalf to the true connany, gnvcrnmen- AREA = 67,4a5 5F OR 1.55 AGRES la,agency and,ending indti lwt inn Latad narone. and to the add lgnaed a/to lending inst hull an. Cer[Iflen- arol Mager band are not transferable to add.nonat institutions JOHN C. EHLERS LAND SURVEYOR GizAPHIG SCALE I"= 50' � . 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 1 I RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-195 f t N® REScheck Software Version 4.4.3 r Compliance Certificate Project Title: Ozolins Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 600 Major Pond Road Helmars&Jocelyn Ozolins Bill Gorman Orient,NY 11957 600 Major Pond Road New England Bams Orient,NY 11957 631445-1461 Compliance: Compliance:9.7%Better Than Code Maximum UA:846 Your UA:764 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Assemblyor or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 3599 30.0 0.0 126 Wall 1:Wood Frame,16"o.c. 4740 21.0 0.0 222 Double Hungs:Wood Frame:Double Pane 227 0.360 82 Awnings&Casement:Wood Frame:Double Pane 433 0.340 147 French Doors:Wood Frame:Double Pane 189 0.360 68 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 3599 30.0 0.0 119 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. gfl— ame-Title Signatur ate RE D ARc C9 O\NY M. * � � ` D E N-1 �° 006?, AUGOP N,EV%(0 2 3 2012 TOWN OFG' OEPT SOuTNOCp Project Title: Ozolins Residence Report date: 08/21/12 Data filename:C:\Users\Frank\Documents\OLD PERSONALWRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\Ozolins\Permit Set(2012-08-21)\Rescheck.rck Page 1 of NoREScheck Software Version 4.4.3 t Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Double Hungs:Wood Frame:Double Pane,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Awnings&Casement:Wood Frame:Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ French Doors:Wood Frame:Double Pane,U-factor.0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: Project Title:Ozolins Residence Report date: 08/21/12 Data filename:C:\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\Ozolins\Permit Set(2012-08-21)\Rescheck.rck Page 2 of 4 (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are - insulated to at least R-6. Duct Construction and Testing: Ej Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 f:2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Ozolins Residence Report date: 08/21/12 Data filename:C:\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\Ozolins\Permit Set(2012-08-21)\Rescheck.rck Page 3 of 4 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: LJ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Ozolins Residence Report date: 08/21/12 Data filename:C:\Users\Frank\Documents\OLD PERSONALWRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\Ozolins\Permit Set(2012-08-21)\Rescheck.rck Page 4 of 4 + i 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& s.. Window 0.34 Door CoolingHeating & Heating System: Cooling System: Water Heater. Name: Date: Comments: �ooK7tl�LF � 1 Y�oIC-S-�Gl.F" � � 1 1 J i i I I •�• -- �' - - -- - .pal.l y l)A_� � I S�-�k�0� to C� — — t G C r v 0 \ I. C B r�OL.C-EOGONG.FOL'.VOdT/O/J{(/dLL-�j N ` . �I-�{ 2Kz'x/mI✓� Pdd4 �M?rCELCo(_11M�"j . wIND.Q1 NOMALL WIND S 1P0 :BE:;AN SLNCBUI ' A 6 ANDERSEN' BA EME WI W 81 B 2 ANDERSEN NARROWLINE 243 C 1 ANDERSEN NARROWLI'NE 302 D 18 ANDERSEN NA ROWLINE 243 E. 2 ANDERSEN AWNING. A41 F' 2 ANDERSEN NARROWLINE 303 G 2 ANDERSE TRANSOM' TR2 H 6 ANDERSEN TRANSOM TR2 I 2 ANDERSEN . CASMENT CW1 J 6 ANDERSEN AWNING AN5 DO•QP 1 1 STANLEY a 'IDEET 2 1 ANDERSEN TRENC OOD"F 3 68S ' 3 9k ADJUSTA FIT 6 .BANEL 4 1 ADJUSTK FIT FLUSH 5 3 ANDERSEN FRENCHWOOD FW06068L 6 5 MASONI E COLONIS 7 2 MA80NITE COLONIST PO KET 8 1 MASONITE • COL•ONISM-POCKET 1 HAS014ITE COLONIST BYPASS IO 4 MASONITE COLONIST 11 3 14ASONITE COLONIST 12 D ETA I L4e1'To� -gyp�cH J�.cut�F�1.tGr ;i/° {6,1y��xTgq Y, txG YfUI� fi1lt •fb X4 0 �xy n u Iys,NW,V;"po mwf I gmM6G1°li}�& ll.�lt t�.(lyd✓.�JvN.ml�I.alO �I 5 S � J t 4 yvt y��.M rtnl ti , �� _ ,« _.w •�,. - � f i �Ilr�' '` n w r'1 w. ! q a t q j . � � ,. r • +rya #F .. 16A ow ro) s . +++�. ♦ +,.. + „� �a.-. S iy+ .•r-i �. - >.+�t ./w ,` � j'• ��� .��4, � w .,y�r; �«•, e°���'+�_(`+.,y+��.�'. � _ "1— _. ' a ". .. �� �_ l., '►,. . ,`. v - ..ti ",+ t. .d+'0 "� `�-. ,.k, ,4 �ir tv�iV�N r1` � r,r . � , -. _+ ..� ..rl•„ram_. o '� ....�! ., ,_� _ •`. •R 'i t - •� ..=.�. � + -� _.`� � ,- f" .�a.'L.�� ` 7,aiiZ'n,�, �.�`� r�r� .."�rr,/ PA Awl10 ..y .ft Al rIk .` ip Ak ! w4 r b R .1 -4POw + r \ ` •� ,.- TIWW ` r � . IWl+=s � . fit I- { r r!a e Ott 4' •��s� � ,'. � as .�... ! - k Nam . �1 mp— +fir • poll LOW 1p' , , i T r lit YA � � a Orr:aj' _ j 4 `No-w� � .,:wy' „ram y •.- � -f 1� �r a � '� -►. Ir P - Z FA CA P& M0%:tA K arc r A: y�.f . f ti . L 1 w '^ y,M� .1 a A•,° f � _ J r w v General Notes Scope of Work NYLIC. Existing residence damaged by fire. � P. 1 . All work shall be performed in strict accordance with the Existing foundation to remain. Repair structure as indicated. ZONING CODE BUILDING DEPARTMENT INFORMATION ����'� rules and regulations of the Southold Building Codle and the CD New York State codes having jurisdiction over any portion Orient Town, Southold °� O Town of Southold Zoning Code Suffolk County,NY 20 "` o• of the work. Code:Additional i t i o n a I Construction Notes Zoning District R-80 Tax# 1000-26-2-39.31 PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE 2. The general contractor and all subcontractors Shall visit Lot#2-Corner Lot SQUARE FOOTAGE ADDED: EXISTING PROPOSED 3Z/ the site and verify all dimensions and the existing conditions I . All portions of the proposed structure shall comply with the 5icoveringn verify in the work prior to construeg co di the Building Code of the State of New York and the FIRST FLOOR AREA: 1,826 SQ.FT. 1,826 SQ.FT. g p y Residential Code of the state of New York. ZONING REQUIREMENTS AND ANALYSIS discrepancies or omissions which would interfere with the SECOND FLOOR AREA: 1,792 SQ.FT. 1,792 SQ.FT. satisfactory completion of the work described herein shall 2. All portions of the proposed structure are designed to Description Required Actual DESIGN LOADS: ROOF: DEAD: 20psf;LIVE:20psf;SNOW:45psf UO be reported to the architect. comply with local geographic and climactic criteria as Lot Size 80,000 SF 67,495 SF SECOND FLOOR NON SLEEPING AREA:DEAD:20;LIVE:40 3. Before starting work, the contractor shall make, a stated in the adjoining table. Lot Width 175 FT 190 FT thorough examination of those portions of the structure in 3. All structural elements are designed to be adequate for Lot Depth 250 FT 360 FT ATTICS :WITHOUT STORAGE:DEAD: lOpsf;LIVE: 10 psf - WITH STORAGE:DEAD: 10 psf;LIVE:20 psf which the work is to be performed, checking all the a round snow load of 45 psi, and wind s eed of 1 20 mph. 9 p pFront Yard 60 FT 2 Front Yards=85'-1/2" 67'-8 1/2" STAIRS : DEAD: 10;LIVE:40 - GUARDRAILS&HANDRAILS :DEAD: 5 ;LIVE:200 adjoining or underlying locations. Report to the architect � N any and all conditions which may interfere with or otherwise 4. Footings shall be at a minimum of 3G" below finished Rear Yard 75 FT 77'-4" G� �A affect or prevent the proper execution and completion of the work. Do not start the work until such conditionsd have grade. Side Yard 20 FT 179'-4" EXPOSURE CATEGORY: C W � been examined and a course of action mutually agrEeed upon. Minimum Livable Floor Area/Dwelling Unit 850 SF 3,882 SF SEISMIC DESIGN CATEGORY: B x 5. Poured concrete shall have a compressive strength of g � 2500 psi at 28 days. Maximum Lot Coverage 20% 3.88% WIND ZONE: 120mph;Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE 4. Failure to notify the architect or the owner of PROTECTIVE GLAZING PANELS: 1/2"PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS.APPROPRIATE 0 unsatisfactor conditions will be construed as an Maximum Building Height 35 FT 34'-10" di Y G. Sill plates shall be preservative treated wood and be g g acceptance of the conditions to properly perform the required work. installed above the I GO oz copper termite shield. Maximum Number of Stories 2-1/2 2-1/2 ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING,INCLUDING e-I 7. Shingle siding shall conform to A5TM D 3G79 0 Z Ln 5. The execution of the work constitutes acceptance of the requirements and be installed in accordance with the LUMBER SPECIES&GRADE: DOUGLAS FIR-LARCH, SELECT STRUCTURAL GRADE,Fb= 1450psi conditions. Later claims will not constitute relief from the ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi & 11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs x e l q p requirements of the Building Code of the State of New GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA M re uirements of the work, nor will extra coin ensa{tion be York and manufacturers specifications. V paid by the owner. SHEATHING: FLOORS :(1)LAYER 3/4"CDX TONGUE&GROOVE SUB-FLOOR,GLUED&SCREWED ►� 8. An ice shield of self adhering polymer modified bitumen Ground Wind Seismic Subject To Damage From Winter Ice Shield Flood WALLS :(I)LAYER 5/8"CDX APA RATED,NAILED WITH 8D @4"O.C.@ EDGES,6"O.C.@ INTERIORS;IF PNEUMATIC GUN G. All work is to conform with drawings and specifiications sheet shall extend from the eave's edge to a min. of 24" Snow Speed Design Weathering Frost Termite Decay Design Underlayme,nt Hazard IS USED NAILS SHALL BE.097-.099 NAIL 1-3/4" 3"O.C. EDGES 6"O.C. a�INTERMEDIATES of the architect and engineer consultants. Load (mph) Category Line Temp. Required @ C inside the exterior wall perimeter. Depth ROOF:(1)LAYER 3/4"CDX APA RATED,NAILED WITH 8D @ 4"O.C.@ EDGES,6"O.C.@ 7. The general contractor is to maintain a complete and up INTERIORS;IF PNEUMATIC GUNS ARE USED NAILS SHALL BE.097-.099 NAIL 1-7/8" 3"O.C.@ N to date set of drawin s on the job site at all times, 45 psi 120 B Severe 36" Moderate Slight 11-83 Yes ,6"O.C.@ INTERIORS � � �1 Energy Conservation Notes ToHeary To EDGES including contract documents and specifications. Moderate 8. The contract documents and drawings are not tto be 1 . All building envelope components shall comply with scaled under any circumstances. Field approvals b,y the Chapter G of the Energy Conservation Code of the State of architect are required are required for final locatiwns of New York. exterior and interior partition walls, wall openings, electrical q 1 mil, pp �r f outlets and devices including light fixtures, mechanical 2. All glazing shall have a max. U Factor of .40. devices and equipment, plumbing fixtures, and decorative DRAWING LIST surfaces and materials. 3. Ceilings shall be provided with a min. R-38 fiberglass ,E sryiacdi°ti>,y2£/.,,"„,'ud, iw..�'?:'✓r<E,',' 2cri.N✓E.",J�'.,'.s•,;,,.x .+LM.,.€-,' "E w,,.✓4.;,_E„z"r. ."£.:�I�S.s `,rl.£i;,,;sY-v 1`11,1 , batt insulation. �,,.,..r.�E �`,;-E�.A „ ,EE , EF j%,i%,. .,.s.{sfE ¥S7i" , , , q ',3i I ',",€}F z...:'9} ,id, L wi,, ;J,",.ii.'•J.r;,wE"+ !xz,.ri„" I A-0 BUILDING DEPARTMENT INFORMATION €dF,i-..3}i. ,,,y„.,�j"1., >„E 9. Furnish and su I all materials labor, and e ui ment as �""°-r=°.,~ 1;, aE-'<=i" pp Y q fp r r,€ „aE.yy',, i�'�"..5�'wpf',, �I,"'"�,"��,",i°,y:,:.�. 3'• >:,�,,�y , ,',.. j,,.E,«,:E,t,'i1.., '. ,Is,€ EE,£,i,'Y '.E`. {F.z 't',E E:.,( .E:✓i." E. ¥''.r Q x%-> a„i �✓,d, f .,�:`, "".>k9xv..✓A}L , N' - required to perform and complete the work indicatted in the 4. Exterior walls shall be provided with min. R i fiberglass ; I. . „ } pE :i }� �4 F I FOUNDATION PLAN BUILDING SECTION < '¥"?lr/.jJyr.NL ;lE sy���;,,�?y,,,JN.✓,5,�'f',,,c'."(.J{�� In l I v�,: , ( i ," 1.,, „3,.{ �..,. 1 ,; ✓,, ro;' d;b3 , dE,;( E'e;" ' 1E ', contract documents and drawin s. batt su at on. ''«"- ,,r, .;.. i ..ra,. } !I_ r,i 'i " g ,m , , a;";1 -E J� A FIRST FLOOR PLAN l" ..1.,,`, � , ,. ,,,s,,,es,,ii_;„"rrt„r''i„L.;,; <'#si,.;.';r { ... �i�.�r,r„,r .,., ¥,€3, s., r; '>�a'^�''�.z,<i..}1�,;�3,tj,, 'r�,,dt:;.�.-�i� i i€ i f E i3 ( '}q £ y?p�E��y (,,�lv>..,„„y3„x%,,. 3�"" � , r i,E.i,L✓i.M"." w,r,„,f, „'k:. ,., I.L. .:,,,E ..4.,<r.,N.,w✓e,.,c._"✓ E £ ,,, ,. ,., .., ,., ;. t,£ E i";}<.. ;, t', s £,,. <?""; ,. ,. �ir�c"flf',. r .ft, , ,E ,r^✓; - f la a t II"`'' A 2 SECOND FLOOR PLAN II the contractors res onsibilit to ascertain 5. Floors shall be provided with min. R 19 fibe ss b t „ ;. r E E �- , . • ,."... .. ,;.;,_.;. €, �. „��;,. 3 l ,< �. r ,,.�I. , r. �; E l Ei',z fE 10. It sha be .,,., .i ..✓¥.,��'E Ei' 3 z � ,�.. i E .E E� �' r„E�.: ; .. °j, , ,^.`Es: .,,., ,.., !. , , Er, - ,„ .... „ :,,r ...J .. ! q}..,o .,,<. ,- _. E„,t, ,, ,.s,x'i, _„„"....,J<,pq, .,,,,<,.��,,y��£'.'.r`.,i :;_Ei€` s; .s.€<, s �:. L ws*..,.,,n,- „."n�✓.,w,✓„ 3w..,.s C Y '-r 4'", r, ,t✓ ;y,�;,kE l;)r .. ... ., r!•,�.�,s ,.°5. .l'r%i+✓. r r..,,,,.d.,LL1b;'<> e �..« .ro!-t i.; ,'"kii' .�«'.>.., .,,�:L s:S• .;,';,.. . )filet In latlOn. r.,,.,.. ... ,, all prevailing rocedures including: stora e and to su r .,,{ „ ,,. E. E.,' , _ � „'.,..,,.:.',�'' E�.;.;., I i � i E 'J,'�`E,... F .� s:�.'&��..�E ,<'�sa��;y;v �r,a� �,. . ��, ':;. "l.[[ pll € € - BUILDING TI N p g p g g , �'` •�,,�r ££'< r „'✓., i,. NL �,I;E l �I t[ €� rJ{� A 3 SECTIONS S � ,^?b�. �..d. ,i c,J r r r �<i,. ,�, , "I4. ,iq �,i,"F',sl s, ,, -:>.11 . .y,.riys„,r.5j?`fi". ✓,4¢�Y^, `"' ,., r: iLlo-.i; 3 ,,, ,£ ; ,.- s 3 3'z,z. t ,E .E.. ,,. E P I I E.. .ro ., fS)s�.. ..i"' ! [ "j€`" :{' ,3€", l .3 .,.._„,< _..:".{ A..S.,,_,. „. .r 1;..., h„ FE°., r.<,r.,.A :i z,1.��.i; ,a_„ i . faCllitie5 protection of existin work to remain access to '� .r ,J� rr ... „ �, �<1 r ,✓3„ ft. n .. 1 `�" l ,J,.,:3j ` p 9 I 1 . ., iF ` ✓r., ✓f ii ; .i,,., ,, ' ';,,...^ ,r (-' '_( - SECTION DETAILS work area hours of permitted work availabilityof water and G. Basement walls shall be provided with min. R-9 , , 'E {v `Y„ in£ ` a r Wf r I 1A�£ctErII���`, 'Y.I "{J,�+�".`'_[_r., i sb✓ 'w�E's�..�,''���,��.:r�,i'',✓`'i;r,�J�„,t electric power, and all other conditions and restrictions, Pol st rene rigid insulation. [ . � �;,;.,, A-5 ELEVATIONS p Y Y 9 € E ¢ I E ' z . . tt S€ , _ �.� "„3„.✓ �'.sy 3.„-,L,,iv „rls:,r)j,:. for this articular location. i1 i !€ j (i f, .,fIF " { ','�` 'i p l.l 11!It.1'., _ l„F1 .; I r� _i .. "lI . 1i �, ;._1_ ,� A-G ELEVATIONS I E , F.I,i € E 7 v. EF„ .^bE' ( I €f I ,f' Ij ,{ �" f,:l.I {€ I 'j�(' 'rS `:. YY";;r, %.d.5s' ( :i _ j[i € . i ! i E� <",bS,"�,,.I- .,.{, i� S ✓ si. �S,ro.w�w3.t.S c,"t .J.✓.,fir I.A�� � ,,��(€�L. E 1 e°�„�L�E. . i€ '.'�""EE,::,..F to , °€ ;.E.E;.%; .,;: ' t E ;�� :., ., H , ;; i I I . The general contractor shall take eve�"'�� precaution I = €,,i q!',^ [£ i'I p[ i ,.€, ,,E,. �E E; �; I" ;�; is j i; f€ 9 every J rN s< ..4:.. 3�._. E° --- -- '^`_^13 µ� ,3r�"b E.x,bi;I it ( I"i ( rE €1 ' i"ill I� I {E .; i i. '3 "f E lE€NI it E protect the existin work to remain. If work to rennain I"_„ �;....;.._�" <_ . .... M 1.�., Ig~� 1 iI-f' ' Ia 'E x�m p 9 , 1 0 becomes damaged durin the course of o eration�s, it will €y;� (( 4- It 9 9 p € E S iE <-E?`ri "U, 3 3 `� ' iE ` , "� I II ll �i!! €,�I illy'''• t € '-F r'I-�' ,i rn �� � be repaired to the owners satisfaction, at no addiitional ' j I PrC.,:,e MSTA30 or equal $$"' [jf " ¥�'( Aftk G -.l ,E,_,{€i,.fr, r I M1 L �E €. t IE i£ I ,s L,rI t 1.,t{ I� cost. i E I E i` , , ti ` , `:i € { f EE,z',Y'E E' ✓E � „% { �1"�'`y4 E i s £' "rLa +t'" stra s over rid e to [ _ :. , }, t I,l f �. `j,. ' roof rafte s - typ. @ gl G" O.C. ¥t i i £f -`l € YI' _la f tilt �;E f. , '� �. ap.by.E r.,;.:». i".rl,i_r%.l_£,€_,3"1._..5 s,..,:.,; '. `,, wS{ €l,S. r ;��>' .. ,,.#,.. 12. The general contractor shall obtain any and all permits (not applicable if collar ties l a , �f 1I. (: �. i„f. 1 y_'' „ { required for the performance of the work, and also file the are present) , i a µ � l ; 1 I f �.,: 1. 1 §1 1? _f!_1 , t,€_ E 17E...'i.. [„l necessa documents with the Department of Buildin s in � E.1 . rY I' g l 1,. ' `i 1 €{ w, i' i € , ;. E i I I, [ I l�� F € ' i€' € for permitting. ( ;�.„,..},d..;w..., _ I. l i. ,i"w�- IbEJ` 1�,rr l'< _ iJ.jrl. ` <l t(�._.�<.r.,[. __i preparation p g jqqj([(" i [[ � i L�, �,. d E { , '�� E I i ] ;E { [ uu S _ I " i E3„rr :, f , ,;� € € -{ ,£.s, E„ {`fi..-�.. 7.,.» .s, �. _I,,., ' contractor shall make the necessa �� . r , ro. �• ~13. Thegeneralo ry „ c..,.,w _r � I I it € €, J �. €€I E 1, iE'1 i r ij i ;; i ,i�...... ;;„ E; f„m�;€ A E B , r ;. , , € ;. � € ;;,, ._,° ". ' i; -; ,, m,w., ;. .... (1l,L'L I.. . . ! " 7r€. (ril i :€ r i m ra i I F r""I" Ei' rr n ments to utilities and se v ces to o `I i € ' 'E --✓. i € t € a a e i` I I i�€ €i I ;; l "Ir`; i 1. -( E �ll €<i p Y `'�j ( t l._' � ? � a €� " ` ; .....It _I�" (�. E� .(I.�.;. 1. �'t ", 1 �1. _�g < : ` w L_Y� �;..:.;,.,µ:�a . �M _ p � L.6 [� „L` ( f { ,.,s-,,. h_..b,..E�{ k. Y c "...L. ". .,. ._ h. >. �r� .J,....a.<. r _..w.. ._,„�,._. ...,c.. IA ....t J ..Ew., _.st.. .Ermin he work as re uired and r> ),. ., .t._ _. ,c,FF, y�, 11.. <�, , " .;.". „;_: . w .." �'( Y17 disconnected while perfo g t q �° y� }'""" 1 "" � iL E .E.;'., �€.._ , :.fi; F � f fi l3 we : '.:a• it � ._L, ., �rll �,. � ,M�,..._ c _.;-�.„�,. L,t,1... �< � .1;- � ✓ .>.L„�,,t x.) ', E is maintained for temporary use. ,.w.< ).,.,..,..,, l£�; � ` � .�`.� �. Provide (8) I Od common L ' 14. The general contractor shall do all cutting and nails each end of collar ties Z chopping for all subcontractors and trades. - typ' G.Ia Prove de alternating Simpson F-19 15. The general contractor shall provide proper shoring H2 * H 10 or equal hurricane W and bracing for all remaining structure prior to removal of straps to tie roof rafter to Vent Thru Vent Thru O existing structure. dbl. plate t stud - typ. Roof Roof t` 04 aaDl/O/%%/ate;; 1 G. The general contractor shall be responsible fo,r r 2" 3" ,. necessary patching and refinishing of the adjacent. « � properties as required due to contract work within the project site. "max= : ,, J 'g•�re*�ra��•#'r±en*e'rz�"K`,rt�Ea3�.za! °�eE,.;� O o k rF drat,�e'cwrea vr9Exrat '�'rz�uA 3¥zr g.,m,%a xE s z+aa sr<a •• �0 �* 17. The eneral contractor will be res onsible for rev"' ,F a kEApFboh W,mom4ft-d iti M Vwl +� " lfllm N scheduling all inspections as required, including: Bathroom 1„ Bathroom Bathroom I „ (a) foundation �4•. ,wfi:.'ga,':*aLL�ir:r.,a :,^,;;`,.;,,>°''„*.Im,'rs':.vf.:£"~':;;yx'"�'£<',3'"s""L C£" < 3'. „ > ,. a, I lEE ZtE I Z t , , r , wrb rough framing ZEE ZEE 1 2EE z (c) rough electrical 2 2 2 (d) rough plumbing h CWri� owx 3" Provide Simpson LPT4 or (e) final electrical me + equal metal straps to tie •tom Mrs a a: 01: (f) finish "razz n yea �rxuhr x l rim board to dbl. plate + Marx z za £`¢ r<� rhi&*mT" I z I ZEE I FRANK SEABROOK asr«t 2nd Floor Level 2nd Floor Level - typ. @ I G O.C. •I�zsdtsaar��s�a ar+ 3" 2" 3" Architectural Drafting 18. Surplus material of every character resulting from the K<nmu _ 2" g Provide Sim Son HG or Fi��a,,u-Gsrarvr ,"q �� `'" `"'' ' Traditional Building Design work, which may be left over during the work and after the p r +the a F�U"?%Sac C.O.I J J IC.O. 631-255-9129 e �equal metal stra s to tie "I `" "4 ' � < work is completed, shall be hauled away and the 511te left q p wall studs of both floors ' �.v t'"''- entirely clean and unobstructed on a regular basis. sk" �f: �.��c - 3 NO DATE REVISIONS to plates * band joist - typ. �amV' _..,,.. _ . G" O.C. oxi 2 ter°.2''.>us'rsrz, s !v <r<r,3 a ;- 19. Execute the work in a careful and orderly manner with @ `�vdW_1i aFoN,w �i Powder Room pm�a X--t0'�r :wur . a�xre�3a ,Lrz,rc,?s:ate: l +"ram z:rar ► can ax 3w e a e hn " 1" Kitchen the least onsible disturbance to the public. awiwA Wulf i0w �, �&,. _ M ° " , z Provide Simpson HG or ^�' �ar ,� € • ,'„ - €' $:°.a*<,?a�2�2�9t` $s vatr:�xt>q.�i%�a�i*vt'sFzr� ' t'�:zt£i"amr,E , 20. The general contractor is solely responsible fcor equal metal straps to tie wall construction safety and shall hold the owner, archiitect, and stud to plate O band joist { r 12 12° - typ. @ I G" O.C. rr�r� a.,�Ere, srz�� 3" assigns harmless from litigation arising out of the COMM.NO.: Bill Gorman + ► sue« contractors failure to provide necessary constructtion Provide appropriate metal ' ' W , s T OF. WM . ., ' 1tam 1 DATE: Aug.05,2012 .► safety means and methods. plate washer, nut anchor IZI [ DW SCALE: AS NOTED bolt to tie sill plate to conc. ° ' €R " �" s y .3I; W€'}- „ I st Floor Level R x n � I st Floor Level DRAWN BY: FHS 2 1 . Perform the work in accordance with the highest foundation wall - typ. @ G'-O" €'' �'., f t4 f4� 411W I 6 nx Ll�M 3 CHECKED BY: II s4w'tR bv�2 Ittx b a;'w, 23 4 ry, tAF "�,; {a'.�$b'x;<>' on7Tq" d i" � standards and established practices of the trade, and O.C. (where I story), 3-O eE>,arr ,$ a ,4 s^ wti,/vtlW „ IC.O. SHEET TITLE: conform to all village, state, and federal authorities having O.C. (where 2 stories) 12" ;"a ft�, g 9 soxW-1a to b =v"i Th 1% to A �E:fMWK8� 1, "") � U'£ �:9. � 3" � Permit Set: jurisdiction over this work. from corners of building _`� �, �,<, o enin s, 1 2 min. deep CO co �� H Bldg. Dept. t. Info 22. Work specified shall be performed by subcontractors Provide Simpson LPT4 or """°° `""ya 3" WITH oi4Co-AT 4 C4 +a:a�zszcauz�rsa�sa�cs�c�'aar» �ar ��s.sa'za >:r���xraF�3 :�xE�:am��m >r+�� regularly engaged in the supply and installation of work equal metal straps to tie M: u :t « � ._ . ram= ..��':r xs, :;;"F �tu.E.:, �r,,,•':'Es'x3=:�<.: ��;� House a required by these specifications. s«� s3f,:;.<;":L:+�: ; ,.; :. .; •�"t..LT E; :, _ "S XEhrPr; sY.E'x <:,;a✓•" �w..:.�9:x•sr?. 3:"titxss£s`K ze'>;a}eze r, Trap 'R x rim board to sill late typ. p p Yp' ts' B.B+ + aa H . ,<rpp bx Sri€z*ts ,�;,„�r.,,,.,>�`s.»max^s+'s z Y�;s <,';<z;.ram•:", P:x;�,.a":�.✓�Yc C.O. as .11i�r�a uVms svxxzta bti,2rz a 4?� a. ravr� evz � •;w �r- as zz I ToA proved \ � � �n� @ I G 0.C. «d»bra.srart;rt csxt,t.":zV%€ate."ri f;tr -�aa+aE. w" ir,.es E W i � sx a, / V O R. a7p4 o z'zx3=.. ar°tts°'r.�zck a:haw�etkksE �x s� taE r.;.'xs aw^ t4 5anita ry ys em W 23. It is the intent that the contract documents and bid &� '=Ar as �//�1'°.a >` p E3°w' :ro"`�-'' 8WXWA,=WWI* sg W,ti,W , , h+ u.;E3<-. , „os ,rsa:a- =,s rrax'c 4zvaazzaxxasaa r" specifications include all labor and material to accomplish a % =was�= k a" '''"`£; °" "' 'kx ft;� f F" °z complete installation. Bidders are requested to iniclude any incidental work that might occur during the job. After the signing of the contract there will be no extra charges m ra i n D i a ram 51 m p 5 o n H o l d o w n Diagram P I u m b i n 6j f,i s e r Diagram " 5� son St C. A-0 allowed for any labor or material necessary to complete p pp g g I I the work whether exactly described in these specifications 2 - x and drawings or not. NOT TO SCALE NOT TO SCALE NTS 0 U NY LIC ORE AIN L', IL IN %6.x kill OUNDA �!s ti1N a ��•.� yr. Un Lr) 87'-9" � e-1 W ril 811 511 13'-011 1 G'-0" 13'-011 3'-011 41-1 V211 2'-811 5'-1/2' G'-1/2" V 221-CI21' 0 0 O 0 Z _ _ _ _ _ _ _ - __ 1., 'r,' .j• I Y r1 ! E 1 ! (133 N = I it I I o U1��t•`1�N^� ! ! � ,k ! ! '�,re ! - ! I O 3-10II 5-I4II -10 ! ! I ! ! ! 1 ! ° ! _ Existing Basement _..._.., ......_... ........ .._..._ ......... __.... ........... ......... ,._.._ .._..... ,........, y _ 8" poured concrete foundation walls 24" x 1 2" concrete footings 4" thick concrete slab ! "' ! € ! El :.. } ((� -3/4 G-8/4' I I ! ! Q d .y ! I ! 3 2x 10 Girder T o ! f �4 MH, ! 3 € 777 •'J ! 3 1 r• , E .I ! �y411 7-104" 7'-164 _ ,._._ _ ®__ ___ ___ _ o _n ! ! X �•` I ! ( co ! ! - - - - ! I w 1 € , 4" Steel Column t ! — ° I ! ! - 3Gx3Gx 12 ! ! Concrete Footing cj (4) #4 Re-bar @ 1 2" ea. way ! u 4x24x 12 ! ! � �/� ! ;� ! =N IL M X Concrete Footin N ,: _ I , I I N I N (4) #4 Re-bar 9 _ I X ! ! ! 1� 0 O ! N I @ 1 2" ea. way I 1 "6 I ! 2x 1 2 FJ @ I G" o.c. ! "4 ! ! _ I yp 4 Steel Column I 3 Q / _ _ f 7(� E I (3) 2x 10 Girder E (... __.E _ _.. I_ _ _ i_ __ _ _- -__ __. .__ ..._ _._ .,_ — .__ ._._. _._. .._.. ._._. .V._.. _._ .,� ._.. .—. ._._. L_±T__j F� - 7 n 7 u — 3 II — g II 7 n - 7 u G 2/8 G-2/a G I /4 G I /4 G-2/a G 2/e ! o -� ! ! ! I ! u (3) 2x 10 Girder, ! - —�—�- - - �—= - o N ! �_ _._ _,� N L . ._ _j �___ _.. -_� _�\1 4' 3/G1 71-811 31_91' = v 1 ! ! N � N ! ! ...J N (3) I-3/4 x I I- /8 LVL (3) I-3/4 x I I-7/8 LVL � ! ' a — — — - — — — — p FRANK SEABROOK .__ ._ _ I Architectural Drafting ~~~ ~-- ~~- ~~- -~ — Traditional Building Design a. ! + ! 631-255-9129 .• — — _ _j NO DATE REVISIONS COMM.NO.: Bill Gorman DATE: Aug.05,2012 lo SCALE: AS NOTED _p 45'-911 DRAWN BY: FHS CHECKED BY: SHEET TITLE: Permit Set: Foundation Plan W 0 Existinoj Foundation plan z Scale: 114" = I '-0" N F-1 O N x 0 V NY 'CECTEAISTITN. G RESIDENCE DAMAGED REPAIR WY °4 ao �� oo STRUCTURE un H N !� M e—I 2-�2 I 0-7 2'-�2' G'-2y2' G'-9Y2' 3'-O" G'-C-Y4' G'-23/411 13'-�4" 10'-3" G'-5/4" 71-I" 5'-I I" I " r1■q 0 It) 0 Garage Door 9696 Garage Door 9696 f n V ° _3 q 2x 12 FJ @ I G" o.c. 1,5 p A351 / - i r A351 / i in G G in1 5'-5" TyX 2 Ca Gara e U U N 2x I O FJ C9 n @ 16"O.C. /�, 3 p° d t3i 2 ��t , N _ _ O /%a m r m m m iai m _ ' Great Room ' A-3 , . ' 7 51-5Yz" 2x 12 PJ @ I G" ox. U t` t` CW24 � CW24 )Ec-K ! ` Mud N I m O U -v 22 Room 20:_8:1 151-511Ilk- Ln J7x9 Carder 6068 _Barn' Doors Entry rehToors DH2230 G'-7" 1 2'-5Y2' 10'-�211 O 11 "1 8/ 13)�2x-kaGw6ier- _ - _ _ - ; o Counter Sun Room 4 ®R? r t 1; ! s ° 0 ! = 36"Gas Cooktop O a' Z 1 [ N 01 1 C9 36"�qe Hood N I N in m i 2x 12 FJ I G" o.c•\ o Ali N m I X r O � N � HA1-L ! ! I L family Room m ELI 3 p CW145 CW145 CW145 CW145 CW145 CW 45 .23 I th 4 I 1'• �5 u CW145 CW145 CW145 CW145 O 2x 12 FJ @ I G o.c. t i.;;,,`' Ref. ill ! r Im 0 I 4 c� 2x 1 2 N@ I G" o.c. — 11- Girder Kitchen ! 26 8 Entry foyer c� 4'- 2' G'-I IYz° z" 5'-0" Wiz" 7'-I 0"j 2' 4'-0" -V2' G'-I IYz° I 3068 t Powder - - Entry Door O - i, Z 4, m o N — _ 42 N o FRANK SEABROOK DH2230 DH2230 DF12230 DH 2 0 Architectural Drafting ;i - , ! Traditional Building Design 631-255-9129 ! ! ! ! NO. DATE REVISIONS ! 8' 2'-I" 2'-5Yz -I O" 7'-QV2" 2'-5Y2' 2:_1 4 9 21_93/4n: 5'-03/411 5'-03/4" 2'-93/41$ 2'-1 IYz' 5'-03/4" 21-I 1 3/4" 7'-5Y2' 1 " 7'-�z" �: �_ �� IloI ! i-------------------- — q2 ®�-------._------j 2G'-911 9� (� COMM.NO.: Bill Gorman DATE: Aug 05,2012 SCALE: AS NOTED a A- ' �� c „� DRAWN BY: FHS CHECKED BY: s SHEET TITLE: First floor Mang ev,T q Permit Set: H Scale: 11411 = 1 '-0` _ 1st Floor Plan --- w 0 H x 0 z N A-1 0 N _ 0 U NY LI 'C�CT ii IF AN61 AN61 '\ ti 2 C) (t IIll.10 0 z -r-d floarl ower �- 3 Sc I 114" = 1 o To f /-vt70 U) Z a AN61 AN61 1 � o I G-011 301-011 7'—C 4� ' 51-54" 5'—Q1J211 5'-7Y411 G� I� O (� e. ® � AR551 42'-O" ol m 101-7 11 7'-I" 5'-I I" I G' O" 8'-10/z" 4'-IY211 2 , e. oo m Closet m 2068 G,-III �O A2020 `\ 2020 \ < ( K+/ Lo G'-G° \\\\ Open r/JJ 1 ° Office `_1 \, to Below ,r N t _ N _ N \ / _306 J 5'-7 10'-9Y211 i t` f '` G-G" _ JJ° Closet N Closet < \ 77 ` J - DH2446 DH2446 DH2446 DH30310 2668 DH30310 N Bath I Balms - E 31- 11 211 51 1, 11 3'G3/ 7'-7" p 4 2 -V2 .4 rnw m Line of 3rd story tower above . s. r 7-3", 5-V2n 5-9Y4" 5-7/4u lo cr :: -. E 30 0 Z 41-1 O" i o FBI E! In N w � D` 1° -O' ' G' 12' N N - 5econd Floor Plan (Above Garage) z T \ m _ — /!rl✓1-I.. ! E 2668_ M "� Scale: 114" = P-0" O 1 � o �o Bedroom I 2668 E ' _ Bedroom 2 cm 3 E E N O 110 N f/ 1 2'-5,21 3!'2 1 5'-511 aV2 1 2'-A�2" "' o o ----- f� 3 m m � / RANK SEABROOK 9 3068 O /� T10 T4 L Architectural Drafting Study 1— o / \ Q 7 8 / Traditional Building Design "IQB��ctt�� CDeck N o �DecK) MI-CDAI �V7� 631-255-9129 m NO DATE REVISIONS O 13/4 8'-13/4° DH2230 DH2230 DH2230 DH2230 COMM.NO.: Bill Gorman DATE: Aug05,2012 �� �1y' �� SCALE: AS NOTED 8'-I IY2" 41-IY41 4'-33/41 2'-51r211 21-5Y211 21-5Y2' 41-33/411 41-IY4" 8'-103/41' DRAWN BY: FHS ,,J� CHECKED BY: SHEET TITLE: 421-011 Permit Set: H �:kf 2nd Floor Plan W Second floor Man o I w F At Scale: 114" = 1 '-0" 0 N A-2 O 0 V NY LIC. - 7- Top of Flat Roof @Third Floor Tower W cy o 4 0 Top of Ridge @ Se and Flo -- - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - c or 2x 12 ridge I� 4'-0" o c Elev. 2G'-G3/4' ± 0 Top of Concrete Slab Top of Dovetail Ridge Top Great Room V. 23-1 IY4 _ Shingles Of#30 felt EIe - - i I oak pegs 12 %Z" OSE on 3-1/2" Homasote (R28) 2x 10 rafter @ 16" o.c. � 8 w/ R30 batt insulation o 2xG tongue * groove 4 roof sheathing A-( N ;. Top of Plate 4x8 rough sawn native , To of Concrete SlabLrI 4° ; . Second Floor @Gara en C� 2x8 ceilrng Joist @ I G" o.c. w ; ,' __ _ pine rafter o c - - - - - - - - - - - - - - - - - @ 4' J R38 batt insulation EIeV. 15'-13/4" ± € s, __ _ _ _ + 8x8 Carriers Elev. 8 I I y4 2- 2xG wall plate x 4xG Pine Bracing 8x8 gable end girders, w/ I" Oak Pegs beyond 0 �I EXTERIOR WALL CON5T. (TYP.) 5/8' drywall board A-2; 2x4 wood stud wall @ I G" o.c. di R2 I batt €nsulation i w rj y2" exterior grade plywood sheathing �" € 0 ,d cedar 5iclincj on builclincj paper ' Top of Finished Floor ® i Hurricane strapping; - @ Second Floor [� M see t ical dia ram sheet A-XX - - - - - - - - - - - - - - - Yp 9 Efev. I O-I /4 2x 10 floor Joists 2x 12 FJ @ I G" o.c. Top of Plate 7x9 carrier 2- 2xG wall plate ° @First Floor EXTERIOR WALL CON5T. (TYP.) - Y Elev. 9'-0' ± 8x8 Post 5/8' drywall board Kitchen Great Room Great Room Great Room E"■� 2x4 wood stud wall @ 16" o.c. R2 I batt insulation Wall Panels Y2 exterior grade plywood sheathing o ``" �� � w/sheetrock cedar siding on building paper 2x 10 plan Finish floorin " pi pine g flooring on 4 3 /4" plywood subfloor To of Finished Floor 3/4" plywood subfloor, glued screwed- typ. Top of Finished Floor p 4H - -- @ - - — 2x 10 floor oasts, f _ Great Room y; 2xG bottom plate " Great Room e_ 2x 12 FJ @ 16" o.c. -- f f .,_ �..,,.. ;;; " ::::.:.. ::.:..... Elev...:;;�:;;. ;;:v;.::�_ � ,,,...,...,....,,. . ".�:;;;,:;:::.;;.,,.�.>_...,. ......,,.:,,,..;-,.,m,,.; raining to be set 3 /2" m " 2x6 sill plate, w/ I/2"x 18" hooked anchor bolt from outside of sill late, \ Top of Finished Floor p @ First Floor see detail w/3/8" washer at top @ 4'-0" o.c., _ _ - 12" from corners and openings- typ. l ! Elev. O'-O" Existing foundation wall Existing 8" thick concrete foundation wall on 30"W x I G"D concrete footing _. — .-._ _._ .- — __ ._ — ___ __... ..- — __ — -. _._. _.. -.. _._ ..� ._... ..,... ..._. - _ � _ _ _ _ � � _ w - _ _ _. O Buildin Section Buddin Section w I 2 � Scale: 114" = 1 '-01 I Scale: 114" = I '-0" 0 Top of Concrete Slab @ Garage w EIeV. 8'-I I Y4" 12 O 2x 12 ridge If I 3/4" lyMood subroof € i € 8.5 Ice shield underlayment d�rr `w�` Top of Concrete Slab r line of ceilm � € @ Gara e Modifiedl bitumen roof 2x8 ceiline.g Joist @ 16 o.c. i € . '1 __ __ __ pq _g Mettal Roof Edge R38 batt insulation Elev. -8 -I 1 i4 ± i " x 5 s run crown To Plate y 4 €/ rI € € @ First Floor_ _ „ €€ x6 beard board soffit �: - 1' 2x 10) rafter @ 16 o.c. w/ i" If7 soffit vent 24" o.c. Elev. 9'-0" w/ FR30 batt insulation O `� e Top of Concrete Slab 7x9 roof carrier € r � i @Garage R38 matt insulation Sun Room Rou h €sawn cedar soffits, Office rakes, fascas EXTERIOR WALL CON5T. (TYP.) 2x 10 Pine FRANK SEABROOK 5/e" drywall board cernter-match flooring p To of Concrete Slab Architectural Drafting 2x4 wood stud wall @ I G" o.c. <. Garage Traditional Building Design Hurricane strapping; _ _ _ _ _ _ R2 I batt insulation see typical diiagram sheet A-XX a EIeV. -8'-1 1 y" ± 12' exterior grade plywood sheathing a NO DATE REVISIONS cedar siding on building paper Top of Flnlshed Floor 7x9 carrier b @ Fi r t I floor s r :� Ir 2x 1' 2 floor Joists Elev. 0-0 ; 3x4 wind bracing : EXTERIOR WALL CON5T. (rYP.) L J 5/8" drywall board R38 Batt €nsulation 2x4 wood stcud wall @ 16" O.C. Gara e FR2 I batt insulation 0 COMM.NO.: Bill Gorman i/2 exterior grade plywood sheathing DATE: Au 05,2012 SCALE: AS NOTED cedar siding on building paper DRAWN BY: FHS 8x8 post 4 CHECKED BY: SHEET TITLE: Existing fooundation wall Top of Concrete 51ab 2x8 sill plate, w/ 1/2"x 18" hrocked anchor bolt i @ Garage Permit Set: w/3/8" washer at; top @ 4'-0" o.c., 12" from corners sand openings- typ. EIeV. -8 1 1 ya ± Building Sections W a Existing 12" thick concrete foundation wall on 30"W x I G"ID concrete footing 0 x H 0 z N A-3 Building Section Building Section 3 4 Scale: 114" = I '-0" Scale: 114" = I '-0" o u 0 NY ECT Q; CJ ' 6, O co N1l S oy'�Nb �O O V J Sub-Floor 3x4 wind brace °.1 w � � x 8x8 Post 3x4 cross brace ' ' 2x 10 Floor Joist ._.;__ ._...__..�.. x4 iamb 0 z Lrl 0 2x 10 Perimeter Band 2x 1 2 sill plate, w/ 1 /2 x 1 8 hooked anchor bolt ;*V0 11 1 11 7x7 ost w/3/8 washer at top @ 4 -0 o.c. , I p 3 0 1 2" from corners and openings- typ. 3x4 cross brace Existing Foundation Wall T Typical ca I Post � Beam Typical I Post � Beam yp � yp Window/ Door Wall 5ection Floor Frame 51ll Detail O (:2 e�'* Scale: %4" = 1 '-0" Scale:%4" w 0 R-+ N 1 1 Mortise and Tenon Joint Bevelled Mortise Et Tenon - a t � s FRANK SEABROOK pp Architectural Drafting Traditional Building Design Splay PP Wind B ra c i n Connection 631-255-9129 I Dove Tail Connection Rafter Connection Loft Carrier Connection NO DATE REVISIONS .....".. ,. .�..�,a N.T.S � � � N.T.S N.T.S N.T.S Typical Morti5e and Tenon Connections 3 COMM.NO.: Bill Gorman N.T.S DATE: Aug05,2012 SCALE: AS NOTED DRAWN BY: FHS CHECKED BY: SHEET TITLE: Permit Set: W Section Details a 0 w H 0 z N A-4 0 N x 0 (,f - ' � ' ' - ' ' � � ' NY L,1G cT CO I ML!111 ii I_1,ml�u, ain I ,1,1',1, !-!1 a-I el l,i iix NJ, plu" MIIIWI'�J­ 'I J"11 1,4, 1 j [qp, J_ i�I tw,�j It I it OOF T: dlu 74 ILI Me ;LJlJJ Ill Jff J-L" L Ln Is 1 J11 L Ij —1 J_LU I it ij W I It, lip Lt 0 JAL LiLlig I, _�I!'j I I LU, I IA];_71,_111 j r _)_4U Jai if IP I I [-iii- J_ J L EI L I. I It! 11 ULE ILJ Uli TJ jiiLl-I 1 A 1 -11' [L[HJ�L 1r, rill 11 Tff- 0 JIL"J"J6 t"fisill, _w, ;t, 4' 1 1 1 'Mil UJI Mi Ti JAULA r 'a a Ah ALL J Lil-11- j F1-�_ , 1 11 AI ii! 1111-A I F UH j I i i Jill Ll Ill U lsL fit LIN LALI, J_L 1�, Architectural Drafting Traditional Building Design Ml IJ 1n NO. DATE REVISIONS 'ij 1" 1­­1`tIfi,..E,_,, ILL! H il---_111 i"'It 1A.- EL A1.11 11-111-1, 1 LILL ILI- 11 th _1h I i I[I .1111 _j_1j LLD-! 11_11 I.-I ITI 11 Ji 1-11 11 LIJ 1,LW L AL, JJU 1 LU 1] t t 114Y III-[] L�ii 1 111 ILli-1,11-1111 I! I JLI ji,111111 11 J_ 1, "IL-ill _J U-i UIL!l'! J L-111d L-1- M ...... U U I ] ko - 11 1-Y'Lt L L If 1"k ILI 1-1 Liyf_ U., -1 --l-, _111 I I ,ji-I Ii I'll LIJI, 'li, "J"Jil IIJ L J1111 L, I NLLI lii� J, J-1 -1 t I 111-11] L COMM.NO.: Bill Gorma 1 DRAWN BY: FHS it SCALE: AS NOTED 1-1] _Y!Ji 11 1! CHECKED BY: JAI I SHEET TITLE: LL JILI I i I I +]_LI -ji- ALL Permit Set: Trill I Elevations 44 Rear Elevation 0 -011 A-5 VL1 I L 1114111 ' w� ' NY L CT T1 0 CO r . a., Cc) r.0 ` � 0 0 i4l U Tc [Ij, it �1` I j i, I '.. I.. �.d"�'ll i1h_.�.....U J U4.1 36- ji1j! 11,Jul, I ij r r U14 4&1_11,112U, J44 ;,A,11, '114, JU, .1-1 J4 LT't 111 I it TA I I I'll il, �4 4 1 A. H r W; 1-T i-111-111 Lr li'a illy -44 yj. UU1111-111"i"T U 4y 1i Li U X % _JJ I I 1I lij I ti ll 0 �J j LJ 11 _j uj-I- t__j_L U LI L M, U I j L tL I f r le -W4,-Ty ELI U lu I- I 1UJ 1.1 1 LIL Ul 1 U L 11 - -�I t ,1!i tWQ J 1A i JLAL LT LIL I-jj_ _1U 0 0 0ILIA. Ll U r 5111 ILL! I i L1 -1 A J �-j 11, il tI =J 1, 1U_L J -1 A L1 ; o'l il I I I , 11 1 1 I-A_j 1L Lkl�, L 1p T' LJUjLUEI__.Ij_,J-1,11 i ij �A � l I I U T1."JUA _1 1 LL Jill, L .11 Li 3 11 I_ LUL it j, 11 _1 -LIJ,I JIN 1 U 41L LIJ -1 I [U-1 JjJ1 jjj_I ILI]j U L, j J] LIJJ`_ 11_� 1j, L L ULL Lj ----I JET -T 7-1 ji 1111 LEJ It-til h IUJ Ill! t_u 11 1 hI Y,TI_ L 11, 1�11_IJ_J ILL[JI hLI, J�li t _ JLJ L . T T ' t"t I-I I UiLLI-1-L-I 11,11-iL J"i j i i I-, jJ-11,111, 1 11 I'L-EL-11- J11-ULL _11 I Jll_J1Mb[ ! jIll 1�, U.. "I'Li-IIA1, N F_ Left Side Elevation Scale: 114" 1,'-0" 11jjj1I!I HIM;! jr !1111!1111!1' Iii;I MI A- 1 I I I I",MIN I 0 T 4 hii j, ­�l j it Ei 44 -qw it'!114 1, LI `U '4 _5 �Lhj, "L 1U]", Ii ­ -1 'li-4,�r rY it WQ,i,r 4 LI P I I LI E 1 1 LIJ 1-1 fuu I LU, 11.1_11-JI [L 'U'l I jLI1 IlU ji-A1 J1 41 ftillh 11 l.11" 1b, 11 �7 1L, I 1� -, -11 i T- HI TrL _]7rTIlJ T-i j ILIJ-11 IL ILI JJ_,LUjL1LI LAI 1 1, Ij ;L 11-1 Jj 1 4 1 J-11J, _11TU 1-�I-LUJU 11 Il I rlhM AiA All J-11 lkbl� JI-L't, H 11_h_ 17 J�ij Jil,1,!4 IL TI I J lij 41 11 LI l[IJ1 I_U J IL _Uj _ T J ULUJ U �21,1 11-11 U 1 JL11, 11 _11 j IiJUD[_J I 4Yw,i ij_hL, tI 11- 112 -11.1 1 Al L LU y k"I'l-11-11, [Liu 1 ILI! If L�YJJL 1. IN r. 11 J_T_j I J.,i�j ji J11, -SQ-TIT7 -,tj�fl,_Aut. L'nZ J L 11i I I Ul u,Y L,I ILT ji I_ LI I_11 U_ 1!UI ti 11 U-11 Iii I ILI Li '1,Ij, I j! 1 1 I T ij I] :I I ra-J1 A-L FRANK SEABROOK t ILIJ,Lt Architectural Drafting YU L Traditional Building Design fill 631-255-9129 T I�qi '11, i IL- I Ll ILI-111. j III-_1111"'Ll u-,j -.1 1--1 U J-1 L I "ba 'I 1�1_11jt 11J U DATE REVISIONS I I i ''_11 t 'T 11 , I NO. ==j I I _1. ......U.-Ji Ll 1_11,11 I sI hINILL tP 11 i L I IJL 1111 1 I U 11-1.11 L_U ILL, b-11 Ljj�Ij_ U 11 IJJJJL�� 'L Ti A__11...U 1_1 1 1 L - ,L11 i it E I .4 11-11-ID 1-411 11111 11 i IJ J 1H, _1 ti U It L 1,11JI ILI if Lt IT J� 1: 1111J i _11 IL _U -A"Ji --l-ij ILFLIU J1L1 T U!, III I T' U 1,11 Ll _U1 JIM -i L ,LI_UJ_ HMI� COMM.NO.: Bill Gorman i I I ILI DATE: Aug 05,2012 IL SCALE: AS NOTED DRAWN BY: FHS i 11 J-11 111� L LL J11 CHECKED BY: I jjj�LJ La J' 11 A - T il SHEET TITLE: 1L 1-11 1 IUJ_T,_j-J !I,_T f 17 -,1 Li I ii LALL Permit Set: J 1_1 A ­_11--u-ij U Ul I i I,I L E. J."I VILJIIJ,�,_U JIj_j 1,111JUL, I. JI-1IIIJ I- ILJ �1, _Y! I I J 1_111 I I I Ji.111 tU,13-11"! 1j", 1 1 17 Elevations U 04' _117 IL�L Right Side Elevation 0 2 Scale: 114" 1 '-0" A-6 0 U I l 11 U1 11 1 1 General Note�� Scope of Work Existing residence damaged by fire. p Existm foundation to remain. Repair structure as indicated. ZONING CODE ' "M � '' _I . All work shall be performed m strict accordance: with the 9 p BUILDING DEPARTMENT INFORMATION ' ^> " rules and regulations of the Southold Building Code and the New York State codes having jur15d1Ct1on over any, portion Orient Town, Southold Code: Town of Southold Zoning Code Suffolk County,NY of the work. PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE Additional Construction N Ote s Zoning District R-80 Tax# 1000-26-2-39.3 2. The general contractor and all subcontractors shall visit Lot#2-Corner Lot SQUARE FOOTAGE ADDED: EXISTING PROPOSED the site and verify all dimensions and the existing cconditions 1 • All portions of the proposed structure shall comply with covering or affecting the work prior to construction. Any the Building Code of the State of New York and the ZONING REQUIREMENTS AND ANALYSIS FIRST FLOOR AREA: 1,826 SQ. FT. 1,826 SQ. FT. Residential Code of the State of New York. SECOND FLOOR AREA: 1,792 SQ.FT. 1,792 SQ.FT. dl5crepancte5 or omi551on5 which would interfere vNith the satisfactory completion of the work described herein shall 2. All portions of the proposed structure are designed to Description Required Actual DESIGN LOADS: ROOF: DEAD: 20psf,LIVE:20psf; SNOW:45psf V J be reported to the architect. comply with local geographic and climactic criteria as Lot Size 80,000 SF 67,495 SF SECOND FLOOR NON SLEEPING AREA:DEAD:20;LIVE:40 3. Before starting work, the contractor shall make a stated in the adjoining table. Lot Width 175 FT 190 FT thorough examination of those portions of the structure in Lot Depth 250 FT 360 FT ATTICS : WITHOUT STORAGE: DEAD: l0 sf• LIVE: 10 sf - WITH STORAGE : DEAD : 10 sf;LIVE :20 sf 3. All structural elements are designed to be adequate for P P , P P P which the work 15 to be performed, checking all thPe a round snow load of 45 si, and wind s eed of 1 20 mph. adjoining or underlying locations. Report to the architect 9 p p p Front Yard 60 FT 2 Front Yards=85'-:�1/2",67'-8 1/2" STAIRS : DEAD: 10 ;LIVE:40 - GUARDRAILS&HANDRAILS :DEAD: 5 • LIVE:200 CA any and all conditionsY which may interfere with or cotherwise 4. Footings shall be at a minimum of 3G" below finished Rear Yard 75 FT 77'-4" affect or prevent the proper execution and completion of rade. the work. Do not start the work until such conditions have 9 Side Yard 20 FT 179'-4" EXPOSURE CATEGORY: C r"i e--1 been examined and a course of action mutual) a reed upon. SEISMIC DESIGN CATEGORY: B y 9 p 5. Poured concrete shall have a compressive strength of Minimum Livable Floor Area/Dwelling Unit 850 SF 3,882 SF 2500 psi at 28 days. Maximum Lot Coverage 20% 3.88% WIND ZONE: 120mp h;Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE 4. Failure to notify the architect or the owner of PROTECTIVE GLAZING PANELS: 1/2"PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS.APPROPRIATE O unsatisfactory conditions will be construed as an G. Sill plates shall be preservative treated wood and be Maximum Building Height 35 FT 34'-10" >"i acceptance of the conditions to properly perform the installed above the I GO oz copper termite shield. Maximum Number of Stories 2-1/2 2-1/2 ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING,INCLUDING required work. W � 7. Shingle siding shall conform to ASTM D 3G79 O Z 5. The execution of the work constitutes acceptance of the LUMBER SPECIES&GRADE: DOUGLAS FIR-LARCH, SELECT STRUCTURAL GRADE,Fb= 1450psi di requirements and be installed in accordance with the conditions. Later claims will not constitute relief fromts the requiremen of the Building Code of the State of New ENGINEERED LUMBER-LVL 1.9E Fb-2 600psi & 11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs O ts requiremen of the work, nor will extra compensation be York and manufacturers 5peaficatiol GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA 0 paid by the owner. SHEATHING: FLOORS :(I)LAYER 3/4"CDX TONGUE&GROOVE SUB-FLOOR,GLUED&SCREWED Ground Wind Seismic Subject To Damage From Winter Ice Shield Flood 8. An ice shield of self adhering polymer modified bitumen WALLS :(1)LAYER 5/8 CDX APA RATED,NAILED WITH 8D @4 O.C.@EDGES,6 O.C.@INTERIORS;IF PNEUMATIC GUN G. All work 15 to conform with drawings and specifications sheet shall extend from the eave'5 edge to a min. of 24" Snow Speed Design Weathering Frost Termite Decay Design Underlaymeent Hazard IS USED,NAILS SHALL BE.097-.099 NAIL 1-3/4",3"O.C. @ EDGES,6"O.C. @ INTERMEDIATES of the architect and engineer consultants. Load (mph) Category Line Temp. Required) inside the exterior wall perimeter. Depth ROOF:(1)LAYER 3/4"CDX APA RATED,NAILED WITH 8D @ 4"O.C.@ EDGES,6"O.C. @ 7. The general contractor 15 to maintain a complete and up INTERIORS•IF PNEUMATIC GUNS ARE USED NAILS SHALL BE.097-.099 NAIL 1-7/8" 3"O.C.@ to date set of drawin 5 on the job site at all timers, 45 psi 120 B Severe 36" T Moderate sTont 11-83 Yes EDGES,6"O.C.@ INTERIORS including contract documents and and specifications. E n e r�y C O n 5 e rva t i o n N Ot e 5 vY Moderate 8. The contract documents and drawings are not to be 0 I . All building envelope components shall comply with scaled under any circumstances. Field approvals by the Chapter G of the Energy Conservation Code of the State of architect are required are required for final locations of New York. i. exterior and interior partition walls, wall openings„ electrical l' ' Ir' ; Ua outlets and devices including light fixtures, mechainical 2. All glazing shall have a max. U Factor of .40. devices and equipment, plumbing fixtures, and decorative p /A surfaces and materials. 3. Ceilings shall be provided with a min. R-38 fiberglass DfZAWI NG LIST =,;ky,Pik. s:;'SL,azFii"':'','',,w,''''�;'�t`P= E, : ,.: , ,. ,� r `• ,x�,_ batt insulation. _ ` x !, `' 'iE'"3`P'"c E x= A-O BUILDING DEPARTMENT INFORMATION =.E. ! 3' I € (; 9. Furnish and supply all materials, labor, and equii pm ent as . oEE �.'� ' ai € �E _•�''>.u,,;=...,xa 7',E:?;q.i b.>= ' required to perform and complete the work indicaited in the 4. Exterior walls shall be provided with min. R- 18 fiber lass „s FOUNDATION PLAN BUILDING SECTION q p p m n and drawin s. batt insulation. contract docu e is g k A-I FIRST FLOOR PLAN „a r. i teMM E i E >4' Ie x r in FI r provided with min. R- I fiber lass batt : t, .:.: = E::,x xx E I ::: EE .:, ,_ i_,.... ,�„T; .,._.,,�, , €E I Fr;,.., : 10. It shall be the contractors res onsibility to asce to 5 0o s shall be p ovded wt 9 g ,,, E . <Ir. p \i `�� I 2 SECOND FLOOR PLAN EE j «� �I ' Li # p {{ � 1 f l i; I =F`*o`o E•E. .tr F e �i ,. 3 x:::. `. :. :. :E _ :. ::'E?..,,a.< ,i.: .: .=;a.=rj:�:a iM ;.,�...a, ,tq.:. .F:.:: E:` ., �,_ : z� ....e all r vailm rocedures includin . story e and toilet insulation. , „ t ,. _.. ,,a._ ,., M o `, e 9 9 _� � �E : � € � ,:� .�,e�. = 1E � i f:� \,e:s:,=,i',.•xE.,., i,.Y A-3 BUILDING SECTIONS p 9p _ ,, .� ! a 4 Gi.i Ea: <E � 3:. SI EE fa Ili protection of existin work to remain access to ` .: c t es, p 9 � � =h• \ EExa E x ` L 3 l,, `av Ir ,"EL .;°x = `a� A-4 SECTION DETAILS work area, hours of permitted work, availability of water and G. Basement walls shall be provided with min. R-9 : E E �x EE I' „4 � ;' ; ` °E .FtPy2�`� t i '� = electric power, and all other conditions and restriictiorl Polystyrene rigid insulation. l 1{ i E I . . . 0 I E 3 � € �, E� � ��,._�; ; A-5 ELEVATIONS for this articular location. € E; "3 =iE EE p ; :' A-G ELEVATIONS n/ I I . The ojeneral contractor shall take ever recarution to I t 1 ° ` every E > protect the existing work to remain. If work to rermain ��` I I 4 i a,, 1 IT �>I �lw£a� � �� .•t„' �E _ becomes damaged during the course of operations, it will be repaired to the owner's satisfaction, at no additional Provide M5TA30 or equal f, y [Lilt cost. metal straps over ridge to f ! roof rafters - typ. @ I G" O.C. 12. The general contractor shall obtain any and All permits (not applicable if collar tees required for the performance of the work, and alsoo file the are present) 1 � `1( I 1` P F°" I {�;PP1EQr � ( D necessary documents with the Department of Buillding a ts in 1 O t preparation for permitting. l 3�� g t [, l t w1 DAT •$ - X B.P.#: : E d- B f Y: 13. The general contractor shall make the necess=ary 1 I �`�""'E"'"�' €_ � � � i NOTIFY BUILDING DEPARTMENT AT x r an m nts to utilities and services temporarily, THE a r e e p Y _ ,; I € E = E E � '� � _ ' . l ....�N i,.1`kw _ 1 a€ �a�� €_�.€., = E sl.• 7E5-1802 8 AM TO 4 P(�I FOR O �x E P _ 9 rmin the work as re uir�ed and disconnected while erfo 'a� - �� - x r, = M€I, ( � _ �'" �' ( � VVf1J iNSPECTlONS: i E I .,.a.a . _ ,l, � L 3 EE I T ,.i>_,I. :�,;�.€ ', a, E FOLLOWING p 9 q vi ',_,). _,. „ �, .„ ,,. •,I �,,._ aW _ , maintained for temporary use. 1. FOUNDATION - TWO REQUIRED Provide (8) I Od common FOR POURED CONCRETE 14. The general contractor shall do all cutting 2. ROUGH - FRAMING & PLUMBING and nails each end of collar ties chopping for all subcontractors and trades. - tYp• 3. INSULATION w Provide alternating Simpson 4. FINAL - CONSTRUCTION MUST 15. The general contractor shall provide proper 55horing H2 � h 10 or equal hurricane BE COMPLETE FOR C..O. and bracing for all remaining structure prior to retmoval of straps to tie roof rafter to Vent Thru Vent Thru ALL CONSTRUCTION SHALL MEET THE O existing structure. dbl. plate stud - typ. Roof Roof REQUIREMENTS OF THE CODES OF NEW .. .. YORK STATE. NOT RESPONSIBLE FOR I G. The general contractor shall be responsible for ' '~ ` „u,a�,,, DESIGN OR CONSTRUCTION ERRORS. necessary patching and refinishing of the adjadjacent ., �, ,i , (. 211 3 RETAIN STORM WATER RUNOFF IFI�W fi ilY gSbC d'{ aD. '0.'�• { � properties as required due to contract work withiin the 0•# ° PURSUANT TO CHAPTER 236 project site. .°..,`' asairFi��emir ° �, •�� � ,�.� � '. � � OF THE TOWN CODE.t •. Nnu ° ° OCCUPANCY` OR exs, a�9 ate&^edsi� �,s lzxa�*c S„��s:rxce:.nau�s:"s z"M 17. The eneral contractor will be res ons�ble for T`"77i�* ` g p wr TlawLA;vrm klW u c:xs uc xs tit !`. scheduling all inspections a5 required, including: "`�`ssIN'I'l "'" k `' ' `r °� axis �ii xtlma ?srd5,msss s . Q, z IZE Bathroom I21 Bathroom Bathroom USE IS UNLAWFUL t-�C`:';xtax:nx�s.:^v.pm.e�s•s�sr.�l:sN:,� � 2 Iz (a) foundation "` ax r s::a3:-:.":: .,m. • � (b) rough framing WITHOUT CERTIFICATE sip:,.'..sa'r�t�<>^Esi-€d"E`,a�,P.ya'v^99^Sc.<>��.�.:..?;..«t...in'_E a.>, Iry �•! Ili IJJi '�v AEF a,-.a; ; "•( ,_, 2 IlE I.L" I lE I1EE IIn ( ) ':s..> I 2' 2 2 2 3 2 2 2 o r OCCUPANCY c rough electrical rFP�::�n:<.�":_����•�=.,=n���<,.:��sF�Ma•i�• ^,�<:.P: q�iee 1E frxc ^siaiex � eriFs. 4 (d) rough plumbing _> (e) final electrical Provide Simpson LPT4 orr:iyytrntia "" equal metal straps to tie •c i iii,rli i .* �P �3� (f) firnsh a ixs rvr sc ep cs a idb, IZ IZ I1 2nd Floor Level rim board to dbl. plate •=. ; k!iY F e «" 2 FRANK SEABROOK , .et��.�.rr 2nd Floor Level -typ. @ I G o.c. • � i���i EE 18. Surplus material of every character resulting from the N 2" 3" 2 31, Architectural Drafting Traditional Building Design work, which may be left over dunn the work and after the Provide Simpson HIS or "STtUJt3tG1! «.»i i i s � h g g Y 9 C.O.I 1 C.O. 631-255-9129 work is completed, shall be hauled away and the site left equal metal straps to tie 'E ' t- >L 1»c.•�,•a is ,ar N,. ,i r #; . = 3" 3" wall studs of both floors '°"°' " "' "" �" re.1«_>"t entirely clean and unobstructed on a regular basis. •Ta ^ § �� ellT 3 COMPLY WITH ALL CODES OF NO DATE REVISIONS to plates * band Joist - typ. : 16° O.C. s sts�i i r NEW YORK STATE & TOWN CODES 19. Execute the work in a careful and orderly maniner with bth tt;`t"4Z %.:. i Powder Room the least ossible disturbance to the public. a IZ I AS REQUI «sxrsi- P&�.� ar.mfi�„> xru?s�r, Kitchen p ¢M k h A g R wla Ek �&T LSKi7 INR$ 1 i A ap- 2 Provide Sim son HIS or � �i� r�c:.. t TOWN p M �` .��. OLD T OW ' e ual metal stra s to tie wall � .,. � 20. The general contractor is solely responsible ifor a p construction safety and shall hold the owner, arcfhitect, and stud to plate t band Joist i 12' 12° 3 SOUTHOLD "�PLANNING BOARD assigns harmless from litigation ansmcj out of the -typ. @ I G" O.C. � i SOU D TOWN TR S contractors failure to provide, necessar construction " is A Bill Gorman p Y Provide appropriate metal �" K , 1 0 asm „ #.. �*� 12" _� I. .S.DEC DATE: Aug21,2012 safety means and methods. plate washer, nut anchor 12" DW r bolt to tie sill plate to cone. °`' i ��_ rod �< i °<.^ar I st Floor Level ALE: FH NOTED : P=.;. F=,^ I st Floor Level DRAWN BY: FHS ,,.,.,,..° ,,,., � , 3" 2 1 . Perform the work in accordance with the highie5t foundation wall - typ. @ G'-O" W,rsav 44 8 V,� VA i� ,% h asws1.iu s ia;� .11M CC" V CHECKED BY: „ a W-411$`.,">S:3 is a t?,V« '€.,i ia>y 1% !'a itn `$^%�xg` P 8A€9 �P3 alit V ELECTRICAL O.C. (where I 5to ) 3-0HEET TITLE: standards and established practices of the trade, and '� icz114m.s 3 I.W. IA 1^* t% h t4,sz wa •,'• I s6« .0ki 001$ ,� IC.0. O.C. (where 2 stones) 12" * ' ' ��'' 3" � �'S-r--C '� �� ' `U1, conform to all village, state, and federal authorities having sm,,, s in S e id ! % K` kt,F, W, Permit Set: jurisdiction over this work. from corners of building t I:R , Cii? is openings, 12" min. deep i�u?i L a ra a !� , ! m � ; w Mom! 0M C.O.I F r VIM was ""r PLUMBING Bldg. Dept. Info 22. Works eafleci shall be performed b subconitractors iki iA k?, ,. ,�' ;, � • :� 'I'v a. ° =r k�, ,iFF,,,, ..,., �F� PLUMBING WASTE '" p p Y Provide Simpson LPT4 or ! 3 � s� Zq ii0'&Vr0*;M u 3" &WATER LINES NEED regularly engaged in the supply and installation of work W� L : <* a ",wry i. ,e M,,r ., _ _ , �A_ , F Wlti M llvl W;> � House w equal metal straps to tie f i sE,s:�:xxt sa•:tls"ar v �A �.,M-i.��"�M i„1.�,�; � �� a.,� ,,�,,�. 'TESTING BEFORE COVERING c. required by these specifications. rim board to sill late - t �' C.O. Trap r� x p Yp a ai� mrrrv. iaamsic: >:P n I G"O.C. ` i r-01~W"E2 ' �.RA�64s1 3 iS4 io7e�f! riiY3�9 ia6M is I To Approved nsc ri" d i � i 4" 5amtary ys em V [�' j tr 23. It is the intent that the contract documents end bid : �«^ �� •m&"a , t 3tirits3Rjtwc+ x:.aa :c rxNr, xx�`,",s i:^ iP €maw eeisxsiis saes ssr r.r;w.s iP ,rt T! ys;::`s„ml,.Max:>is s�.`^.^�:P• k =:axx:'��'P�`Y;:: �. ls �arra •r4cli^8"tsffiiS1 :i�t�FE�?Sf :ra^„,:«:a�;we<rig a°.:a�sa>�F=.aaaax�•:pa:. ••T:> j I specifications include all labor and material to accomplish a 3 ��12 complete installation. Bidder PLUS"✓1t3ER CERTIFICATION s are requested to include any ! incidental work that might occur during the job. After the /� J ON LEAD CONTENT BEFORE - N signing of the contract there will be no extra charges i ram P I u m b i n Pi s e r D i a ram CRTI�=1CATE OF 1 E N Sim son Stra in Dia ram Simpson Holdown D a� A_© - allowed for any labor or material necessary to complete � � i �'I'D H I SOLDER USED!N WATER the work whether exactly described in these specifications � �� � I and drawings or not. NOT TO SCALE NTS SUPPLYSYSTEM'CANNO1 NOT TO SCALE EXCEED 2/10 OF 1l"LEAD, o U NY LIC. -- ��� J/ JAT1 C0 M A 1.10UNDA"' I" 'llff" ON ' t"I ' O R"nn AINU J \e� � L'&IS IL NG Z ef�,:. , . tr Jam•-��P VJ V) 87'-9" • � � e-i W � 13'-0" 1 G'-O" 13'-0" 3'-O" 4'-I lye" 2_g 5'-lye" J. G'-Iy2' 22'-G12" 0_ _ _ _ _. _ -_ _ _ _ _ ___ ____ -.�__ ___. ____ - _ __.... __ -_ .._._ _,_ _... _ _ __._ __ � 0 Z � 1 _ _ _... —. .—. ._... _.. _. _ —. �..... _ — —.. _..._. __. ._._. ._. .�._._. ,�._. — __,.,..... _.... _ ._.._.._._. - � 1 I ;�. E ��.• I 1 1 I E yr• � I • t I I �•• I � 1 I € F O i 1 •-,t� ..t' i 1..�5��.1i'.4: .. ''°`' ;:.. {I `V I I I I I _.._. _ _...__ _._.,. .......... ............... .._........._,... _ _ — I I ( 1 I 11 N I I 1 I I I •.�;• 1 1 ! 0 3'-10" 11 5'-4" 3'-10" Existing Basement 8" poured concrete foundation walls 24" x 1 2" concrete footings I -• •_ .,, I I ' N 4" thick concrete slab Y:tll __,_ _ _ _.... ._ ____ . — ..— _N I - Q��k9'-33/4" 2'-(5/,�. ..�.. I � � 3 2x I0 Girder .._.. ._.... _._... ..�.. .-. ._.. _._. �. _..._ ._.... ._._ ._._ .__( )€ # ( G/4" 7'_1 QY4" 7'-1 Oy4' Q - € x 1 N I_.._.. .. ...._ 1 N fLL__jj' N ! I I I 1 m _ - - - - - 4" Steel Column I I w �_ __. J L i o I u.. _ 3 G x 3 G x 1 2 1 I I _ Concrete Footing I I y (4) #4 Re-bar dU 1 0 @ 1 2" ea. way I Z I N 4 x24x 12 1 x Concrete Footing N N 1 r. I I N I (4) #4 Re-bar x I I I N - I @ 1 2" ea. way i Ii 4" Steel Columnl ( I 2x 1 2 FJ @ I G" o.c. - tYp 1 - typ. I I N I I I o I ::. I I - _ (3) 2x 10 Girder c\j NI __, _ J _. ..—i _ —J __ ,J �_ _ .—.1 � ;, (_._ _ _ _._.__ —.._. ._....—. __ _._ _ _ �.. _ _ ..— __ _— Ii 7 u 7 u 3 u — 3 u 7 n 7 u .. .. 1 G 2/13 G-2/a G I y41L G I /4 G 2/8 G-2/a I :x: ,• ,.. ::.:',.•. ,. . I 1 ` I O m U 'C\j ,: I 1 I 1 - ! ♦ -(3) 2x I o I I U _ N I 4'-_V2" 7'-8" 3'-9" m � 1 I I 1 I � I N � � N X �o N � N (3) I-3/4x I I- /8" LVL � � ���� � �� � � � � � (3) I-3/4x I I-7/8" LVL � � � �- � � I t ° — — — .tip:., — — — — '•:. ,F i *'. __ _ _ 1 1 A_.__ _ _ .__. ._.V. __ _ __ __ � ,µ I I � _ _ _ _ � I 1 I I 0 I 1 1 1 ( I I ` 0 FRANK SEABROOK 1 Ai L_ _ _ _ __ _ I L_ _ — _ _ _ — —_ — -- J I � Architectural Drafting I :�; 1 I I Traditional Building Design 631-255-9129 L_ .- _..., ._,.. ...... ._._. ._... ..� ._.._ _ __ — __ +.._. ___`._ � L- �. __ ._.tl.v._._ .._._ — _ — .—. — �. — — _ _ � E NO DATE REVISIONS 8'—1 0" I I'-I O" 4'-9" 15'-9" I I'-O" 19'-0" COMM.NO.: Bill Gorman DATE: Aug21,2012 SCALE: AS NOTED 42'-0" 45'-9" DRAWN BY: FHS CHECKED BY: SHEET TITLE: Permit Set: Foundation Plan W x 0 Existin�1 Foundation Plan I 0 z Scale: 114" = 1 '-0" " F-1 0 N x 0 U NY LIC. vim\' S A Q �� Z� o 'z REPAIR STRUCTURE V J - 87-9)" N Lr) ON 7'-111 51-1 1" 2'-�2" 10'-711 21-�21' G'-211211 G'-9/211 3'-01' G /1/411 G'-23/41' 13'-71/41 10'-311 G'-53/4" �I W � O 3 Garage Door 9G9G Garage Door 9G9G • F�M 1 U r-+ L H A 3 ~ 2x 12 FJ @ I G o.c. i u s. O A351 A351 Y: € In € € GI GI 1 5-5I 2 Ca Gara e 3 U 0 I?2x 10 FJ I ' 2x 10 1 J � v O 2 2 0°°` u = .. �r Oct coUrt� A_3 ' Great Room ' A 3 L - L \ X L o -`' I- Ln x x 51_5/ 2x 12 FJ @ I G" o.c. u CW24 CW24 Mud _ b Room 1 51-511 `t 20'-61 IA Ln 7x9 Carrier r N — "` 7777 Entry rench Doors DH2230 am ors 0 1 G1-711 1 2'-5/211 1 01-Nzll •} - `O �� 1i m " m € 1 2'-8 2 2x- »,. w.: I-0-6+r6le r------- _ __._._....._. - ------------------------ I _ Counter Dinm o Sun Room 5 —3 O L i j j =� 36"Gas Cooktop O _ F� t\ N fl E 36 parc1c Ncod cV I ' - (€ N Ln F'n� m ( 2x 12 FJ @ I Guo.c. a o�i€ N m X — r O N m I� It r CL o Family Room c� m o I w CW145 CW145 CW145 CW145 CW145 CW 45 x ONE( ` i O II m 4 E ■ 1 CW145 CW145 CW145 CW145 p 2x12FJ@ " E I G o.c. Ref. I'-0 4/1 it 2x 12 FJ @ I G" o.c. — # 3 € € A- '. _ _L3) 2x O Girder -------- Kitchen 0 2G 8 Entry Foyer € _ °�./ 1 4'-N z" G'-I I�" _ ..._ �I 1 n 11 1 11 1 11 11 01 G'-I I%" 7--4- 2 i� 2 �z 5-0 2 7- 10 z 4-0 25-- 30G8 ;..ru... Ent Door O777777777777777 Powder , t Q o m y o N — FRANK SEABROOK DH2230 DH2230 ai IDH2230 DH 2 0 Architectural Drafting ............ .... .... ..;.:.:�:.�,..,1..,�.,,v.:�., ......,..,...s..,:.....,. Traditional Building Design 631-255-9129 i E 1 I NO. DATE REVISIONS 21-1 1' 2'-5/21' 71-3%z" 8'-10" 7- 2" 2'-5/2 2'-1" 4'-9" 2'-93/4" 51-03/4" 51-03/411 21-03/411 21-1 1%2" 51-03/411 2'- 1 13/4' 71-51/2" I I'-�211 1 € L---------------------- --4-2 0"---------------j 20 -911 1 9'-011 871-.J/II COMM.NO.: Bill Gorman DATE: Aug21,2012 SCALE: AS NOTED A_3 DRAWN BY: FHS CHECKED BY: fi r s t f I o o r P I a n SHEET TITLE: I Permit Set: Scale: 114" = 1 '-0" 1st Floor Plan W x 0 x 0 �(/ z • ' N T........... 0 A-1 9 C: 0 U O NY LIC. JI V'r v LAISTING ]"XESI"I'JENCE1 C, : REPAIR STRUCTURE AS INDICATED N 0 30'-0" Z 7'-21141I 5'-5/4" 5'-�z11 5'-7/411 6'-I" 0 � V AK551 =N o 42'-0" 10'-7/211 I_1 II I_ II I 1_ II 8'-1 0/21I 41-1/2'1 10 7 5 11 60 = m Closet o m c>7 CD =1 ;: E 2o6e -I ,._ 668 - ^^ N FTI b �.rrrrr.. A20202020 Open n '/ �` o � - - - o en Bedroom \\ to Below / N N N N ' \ J \ / 3068 r \ 11 Ul 5-7 2 / \ r / \ / \ 6'-G" - Closet N Closet o / \ 0 r/ \` r \ N H244 DH2446 DH2446 D 6 DI130310 q 2668 f:i°: �, is _ Bath I Balcony =N = '. �-' 3'- 3/411 5/2 1 5'-3/21 "'21' 31_ 3.4n = € 7'-711 m Line of Cupola above Cn -� 1 ,1 I 1 u 51_ I n 51_7/II I n -------- :11D --- ------------------------ ---- ' 7-3 5- 2 9/4 4 --------------1�r�r------------ O = N 0 1 .' _ _ I I d� - U � � 3O, O„ Z 10 4'-10" a o �• N O 37 I7 Q �3 � I_011 �+1 1 2" —__- -- o " 3 Second Floor Plan (Above, Garage) z 4-1 2 2668 _ ~� Al O --� - oil a N Scale: 114" = 11-011 ma j 1 0 o N �o Bed room I 2668 I ; Bed room 2 N (� Line of Cupola above (� 1 —-._.----. — p N D p o O O < N N L 2' V2= 12'-�2' 15'-5" = 0 o m c m m I FR ANK SEABROOK 3068 O Architectural Drafting CJtudy _N Traditional Building Design Deck N Deck 631-255-9129 O Q �j NO DATE REVISIONS O O I I 8'_1 3/11 8' 13/11 4 4 DH2230 DH2230 DH2230 DH2230 >_ ...�..,.<...,...e;,=::>:....,• COMM.NO.: BillGorman DATE: Aug21,2012 SCALE: AS NOTED 8'- 1 1/21' 41-ly411 4'-33/4" It 2'-5/211 2'-5/211 2'-5/211 4'-33/411 4'-1/411 8'- 103/4" DRAWN BY: FHS CHECKED BY: SHEET TITLE: 42'-011 Permit Set: m 2nd Floor Plan W Second Floor Plan o (D= x H Scale: 11411 = 11_011 0 N A-2N x C-I 0 U NY LIC. ." GT Top of Flat Roof `r @ Third Floor Tower - - - - Elev. 30 2 _ v co CD Z Cupola 1- 0 W r i a o Top of Ridge �yd joy NV � 5e and Floor � ��� 1� 4'-0" o.c. V. 2G'-G3/4" ± 2x 12 ridge Top of Concrete Slab Top of Dovetail Ridge @ g 0 �,/' `��, - - @ Great Room I - -_ Shingles Of #30 felt __ _ _ _ - ,{, vara8e I 1 y4 + EIC I" oak pegs �+J 12 12" OSE on 3-1/2" Homa50te (R28) k 8 2x 10 rafter @ I G" o.c. w/ R30 batt insulation `T.�, 2xG tongue t groove 4 moo roof sheathing A-G N Top of Plate Top of Concrete Slab 4 2x8 ceiling Jost @ I G" O.C. -- @Second Floor- x pine r sawn native -- - - -_ R38 batt insulation c. ``' Elev 18'-1 3/4" + pine rafters, 4' o.c. @Garage � `�' - rri r - T [=1ev. -8'-I I /4" 8x8 Ca e s w 2- 2xG wall late x p � 4xG Pine Bracing 8x8 gable end girders, w/ I Oak Pegs beyond EXTERIOR WALL CONST. (TYP.) St �— Balcony � �\ " � � � (5 drywall board 2x4 wood stud wall @ I G" O.C. R2 I batt insulation 0 12" exterior grade plywood sheathing € € cedar siding on building paper 7 O I A 4 Top of Fmlshed Floor @ Second Floor Hurricane strapping; .. - - - - - - - - - - - - - - - - -- - - - Elev. 10-I /4 ± 2x 10 floor Joists see typical diagram sheet A-XX f o 2x 12 FJ @ I G 7x9 carrier o.c. Top of Plate 2- 2xG wall plate - - - - - _ _ - - - - - -- - @First Floor- - EXTERIOR WALL CONST. (TYP.) Elev. 9'-0" ± 8x8 Post Great Room 78' drywall board 2x4 wood stud wall @ I G" O.C. R2 I batt insulation Kitchen Great Room Wall Panels w/ sheetrock o 12 exterior grad ge plywood sheathin _0 cedar siding on building paper V J 2x 10 planed center match Finish flooring 3 pine flooring on /4 plywood subfloor Top 3/4" plywood subfloor, lued screwed- typ. _ - Top r f Fi Roomnl5hed Floor p Y g � @ Great Room Floor - - - - - - @ Great Room 2x 10 floor OI5t5, I' + 2xG bottom plate - Elev. O'-8" + J _. Elev. -8-I I J4 IN 2x 12 FJ @ I G" o.c. - - FI f from outside ,. ,... ....... ....... .... .. ... _.. ...... .......... . ...�..._ _ .. _ ram ng to be set m € Top of Finl5hed floor ofsele detail [ 2xG sill plate, w/ I/2 x 18 hooked anchor bolt i _ _ @ First Floor_ _ _ _ w/3/8" washer at top @ 4'-0" o.c., i �— Elev. 01-011 12" from corners and openings- typ. Existing foundation wall Existing 8" thick concrete foundation lo wall on 30"W x I G"D concrete footing W _ ._._. �. _ _._ _.. __._ ____ __ _ __.. _... __ _ __._ _ �. ____ _ _ __ _ __ _ _ � _ _ __ __ _ _ _ _ _ 0 Building Section BuildinJ Section w z I 2 Scale: 1/4" = 1 '-0" Scale: 1/4" = 1 ,-0" 0 z Top of Concrete Slab w @ Garage !~ Elev. 8'-1 1 14" ± �j 12 Cupola 0 - 2x 12 ridge ° 8.5t � m m 3/" ?i wood 5ubroof ' €€ €€ 4 p Y ,' `� €€ ti €€ i To of Concrete Slab Ice 5hie11d underlayment $ .` p €€ €€ €€ i p Modified bitumen roof 2x8 ce1lding Joist @ I G" O.C. i �' line of ceihn `� @—Garage - - R38 batt insulation Elev. 8'-I I /4' ± Metal Roof Ed e Top Plate @ First Floor 2x II O rafter @ I G" o.c. y6" x 45/,�8" sprung crown - - I xG bead board soffit - 1' Elev. 9-0 wi/ R30 batt insulation s ' �`�' w/ 1" O 50ff1t vent 24" o.c. € € _ ram/ Top of Concrete Slab 7x9 roof carrier € jai @ Garage Elev. /4 ± 5Un ROOM Roug Office 8�_1 1'Ih sawn cedar soffits, i �� R38 Batt insulation rakes, $ fa5a35 2x 10 Pine FRANK SEABROOK EXTERIOR WALL CONST. (TYP.) ccenter-match flooring pArchitectural ,/8 drywall board To of Concrete Slab Traditional Building Des gn 2x4 wood stud wall @ I G" O.C. - - - - - - - @ - -g - - �Gara e 631-255-9129 � Hurricane strapping; '� ; R2 I batt insulation see typica6l diagram sheet A-XX /2 exterior grade plywood sheathing (Y cedar siding can building paper Top of Finished Floor 7x9 carrier NO DATE REVISIONS Firs @ t Floor 2x 12 floor Joists Elev. 0 0 g 3x4 wind bracin ' i EXTERIOR WALL CONST. (TYP.) I J 5/8' drywall board 2x4 wood 'stud wall @ I G" O.C. Garaq COMM.NO.: Bill Gorman R35 Batt insulation R2 I batt insulation DATE: Aug21,2012 %2" exterior cyadie plywood sheathing SCALE: AS NOTED cedar sidling on building paper DRAWN BY: FHS CHECKED BY: 8x8 post SHEET TITLE: Ex15tinq foundation wall Top of Concrete Slab Permit Set: 2x8 5111 plate, w/ 1/2"x 1 8'1" hooked anchor bolt @ Garage w/3/8" washer at top @ 4'-0" o.c., J Elev. 81-I 11411 ± H 12" from corner's and openings- typ. Building Sections w c. Existing 12" thick: concrete foundation wall on 30"W x I (G"D concrete footing __ _ _ _ _ _ _ _.__ _ O w x H 0 z ell Buildin Section Buddin6j SectionF� A-3 � 3 4 5cal e: 1/4" = 1 '-0" Scale: I/4" = I '-0" 0 NYC T f � , 6' T _ r ,L'� O Un N G1 Sub-Floor 3x4 wind brace W 8x8 Post _"•"_""•_•.__"""_•"__ "__•_"_"_______ 3x4 cross brace w �+ 3x4 jamb 0 2x 10 Floor Joist h 2x 10 Perimeter Band H 2x 12 Ilsill plate, w/ 1 /2 x 1 8 hooked anchor bolt �i w/3/8 washer at top @ 4 -0 o.c. , 7x7po5t O 1 2" from corners and openings- typ. 3x4 cross brace Existing Foundation Wall Typical Post Beam yp Typical Post Beam Window/ 0 Door r Wall Sects n Floor Frame Sill Detail 2 � Scale: %4" Scale: 14" = I '-0" W z H z 0 z W �,�e�^ 3 i 4F Mortfse and Tenon Joint Bevelled Mortise a Tenon Y w E 4 d FRANK SEABROOK Architectural Drafting Traditional Building Design 631-255-9129 Splays stepped scar" Squared Mortise a Tenon Wind Bracing L Connection NO DATE REVISIONS N.T.S � Dove Tail Connection Rafter Connection oft Carver Connection 4 N.T.S N.T.5 N.T.5 Typical Mortise and Tenon Connections 3 COMM.NO.: Bill Gorman N.T.5 DATE: Aug21,2012 SCALE: AS NOTED DRAWN BY: FHS CHECKED BY: SHEET TITLE: Permit Set: Section Details W 0 w x 0 z N A-4 H x c� 0 u NY LIC. CT CO k UJ Il cc �Vv + L�l If I! Un 4441 T 1­11 J- A U J, i 11 Il, LIL LIJI N I IT U IU4 jui I n S E (( } ,t-,�'� ._.,ryz� � _�..„�� _. _._�.! ..._.S £x F y�"€ �# R # 4 '� ,3 J I U Jr.00 IJ­ 0 L UL U1 'AJI —I t 1,11-JU11, 'I L r I I L'I L —itili L111 L 11• JIll I n Lj 1, —tL I U -11, z L • 111JUL ILI 0 11U]"'l, IL i I U LUI I ' en LL I ffit-I L P, I I-JL t-4 I U Lj I Ln L L lj. I � � ; ; ate ? € # E I T L, L I z ,dUMU1111 I I IT 1-U L �ul LJ I ha"112H, L I Ll 1 2 L L LL L�4=M U1 7 1,14 j �T Aiji Front Elevation Scale: 114" 1 '-0" z 0 16 jd z r-L Y, LL I jllffj� U W,# U Mill` "'U J' T jj ilu 11"Ll-I[�El 1 1-1- 1, Lill I Ll �aULJ • T-L7-L-r- I � WA T'TI it JTJ L T N 4UL I I- H 'L yl t L ILI M11" 18 11 FRANK EABR K li L I LILLILiLli ILLU L-I W11-LIU, I Architectural Drafting Lil t U h I III I I L 1 L L ILI 4, 11111 1 L! Traditional Building Design -L UL11, L 631-255-9129 Hill aff U1 I "L JL I jI NO. DATE REVISIONS 'Ul 111-L-I ILI, 1--J I iLE 11 I IL LIJ11 I- L LILALU JLLU I- -1-111U 1-1 ]iL 1111 111- JL I L LiLiLii J!, 1-Ll ' I I II if ill 11 If L —7T I I -77 1 7't LiL L%L ILU-1-L,±J1 T -11-i LJLLLL IL11-1 i -1 1 L I I LI 11�,L ­1 1 � 11 1 L I T I 1-JIL11 1, 111 1 U L L -1—A-11 JL I. ]�)Jul LI L J ji U I'l I JU III Li L Ll 11 !Li111-1i I I t � � I T tj flil I J, I I I 'r� I I I I COMM.NO.: Bill Gorma 1 I Llj I'U'd --I, aU -H 11 IT 11 I 'U t L] L DATE: Aug 21,2012 SCALE: AS NOTED lIj­­t'l­, I__[j "J. 10! LUU, "T' nL �„.-1 L! I IL FHS Lj JJ CHECKED BY: ILL jil 11 LL SHEET TITLE: J-U-� L 1­11 In,L LL I I"Itj Permit Set: f IL J'L' Elevations Bear Elevation o 2 Scale: 114" 1 '-0" CD A_5 "fl"41-11 U 0 U NY JP 1 :f , `a,: c) U_ U1 0 if 1V L IJ LILL I L U 1A k Li_ Ill V11, IM, 1-1-1 U]LtUj,jU1 1, L11-1 it Lj t M 11, J I j41 'Al j J j ]fill JL Iij J 0 1 Lj - I L ILI _fl ILL I U��..€} il L 11 L I 1-1, 1 A "A 111 L1 11 H Ln U1, —J U r �) en I I ILI 1_1 �40 LJ LU Lil I IL U1 I IiL IL I Jul I-L-11 J, I 'U, 11 U- J L 0 A AL I, ILL -j, 11 I-Al. j 1 1 ill 'All I jll L jL L-LUI-] 0 I J.. j L ALI 1-itV z I-I ILLI IL III JJ I I L 1_1 I L [1-11j, I Lit I L.1 ILI I_L1 ILI1. t ------- ..................... _yl J L JL -,-,U- ILI I, L I LtL TUP M, Left Side Elevation Scale: 114" = 1 '-0" 0 z IM1 1 I'llUll, Ill E 0 z U, i. Vi, _�I h _11 11 ILILU HI 14 4'Ui It f A.- __LLt ir 11 "Mul iE J-1-1 _L L TIN E:1 lu _11J.-Ji-11 LL i FRANK SEABROOK Juj---UIUL I H • 11j"T iLj I if y__ Architectural Drafting 1-11-1 L111 Traditional Building Design 631-255-9129 LL U 1. 1. 1,11-11yLl LIALIM —1 1 til 111-11-11 NO. DATE REVISIONS LUIJ U, I,u p1rE 1 ILL_jL1,LW_L LI I L f1l 11 1 I . 1 i' I '�. _. �. I il IL I LjLJ L + E 3} } iE . € �i T 7777.NO.: Bill Gorman ILI- DATE: Aug 21,2012 Jill L SCALE: AS NOTED Ll DRAWN BY: FHS �illfl_ H1 U1E. CHECKED BY: L L ILL, 11, 11-711 _1 1 LH I I [I_j_1y_11, It I _Jj L JLIJULI jLLD ",]L T LI'"I' LLL1[1jj bI, jL-1,111L 1 UL JULL uI ' ermit Set I I P 44 �41 IL _ J Elevations- 0 Bight Side Elevation 0 z Scale: 114" C,1 '-0" N A_6 0 U