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HomeMy WebLinkAbout30447-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31221 Date: 10/13/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1745 CENTRAL DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 2 Lot 33 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 25, 2004 pursuant to which Building Permit No. 30447-Z dated JUNE 28, 2004 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 SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT PORCH, UPPER BALCONY & ROOF DECK AS APPLIED FOR. The certificate is issued to EVAN C ELISSEOU (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0031 10/11/05 ELECTRICAL CERTIFICATE NO. 90637C 10/07/05 PLUMBERS CERTIFICATION DATED 09/29/05 WM. GREMLER Authorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30447 Z Date JUNE 28 , 2004 Permission is hereby granted to: EVAN C ELISSEOU 730 HUDSON STREET APT #4 HOBOKEN,NJ 07030 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT PORCH, UPPER BALCONY & ROOF DECK AS APPLIED FOR at premises located at 1745 CENTRAL DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0002 Lot No. 033 pursuant to application dated MAY 25, 2004 and approved by the Building Inspector to expire on DECEMBER 28 , 2005 . Fee $ 1, 625 .40 Authorized Signature ORIGINAL Rev. 5/8/02 C!5 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT �F � y 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: For new building or new use: I _ 1. Final survey of property with accurate location of all buildings,property lines, s , unusual natur4 or topographic features. 1 \�\2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 for�1, 3. Approval of electrical installation from Board of Fire Underwriters. Y 2 2��5 4. Sworn statement from plumber certifying that the solder used in system contains 1'VSs an 2/10 of 1%lead, + E0:fN ial building, industrial building,multiple residences and similar buildingtallations a certificateCompliance from architectorengineerresponsible for the building.ubmit nning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conformiug 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$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, 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 \, Date. /_0 New Construction: Old or Pre-existing Building: (check one) 6 Location of Property: f 7�� 11 � +�`ffz ,45: House No. Street Hamlet Owner or Owners of Property: G✓AAJ 6F L/S 156 O[+� Suffolk County Tax Map No 1000, Section 40 Block Z Lot 33 Subdivision Filed Map, Lot: Permit No. 3 Oy 4 7 2— Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: E✓Ary 677 S56d_z`1- Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Jr• s Applicant Signature co � 3laal Electrical inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 10/7/2005 375 Dunton Avenue 90637C East Patchogue,New York 11772 (631)286.6642 Issued To: Mr. Evan Elisseou Street: 1745 Central Drive Village: Mattituck Zip: 11952 Town: Southold Section: 106 Block:2 Lot: 33 Contractor: Elec-Tec Electrical Contracting Lic. # 4814-E Was examined and found to be In compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑x 1st Floor ❑x Indoor © Basement ❑ Hot Tub x❑ Residential ❑ Det.Garage ® Attic x❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 69 66 85 10 12 Dishwasher Washer/Amps DryeryAmps Oven Range/Amps Microwaves 1 1 20 1 gas 1 1 gas 1 Furnace oil Gas Circulators Smoke Detector Bell Transformer 1 x 4 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 300 1 ❑x / 1 3 W Bldg. Permit: Other Equipment -150ammp main breaker panels/2-garage " door openers ; Hugo S. Surdi President xr- ' Rough Inspection: 03/2412005 ' Inspector: John McMahon III - M Final Inspection: 09/15/2005 Inspector: John Mc Mahon III er - r4 if This certificate must not be altered in any manner. Inspectors may be identified by their credentials. r ix uxuax; xx ;xx uxuxuuuuu y1000 Town He",33996 Mein Rood For(W)M &M3 P.O.Box 1179 0 Tebpho"(319)7!6 Ism SouUMM,MW York 71977 41 * OFFICE OF THE WLD1NG INSPECTOR TOWN OF SOUTHOLD gsasst = c �► r = ax 2q kor Building Permit So. Owner: (Please/pr nt Plumber t � Blease print I certify that the solder used in the water supply system contains less than 2/10 of It lead. (Pluimbers s gnatura)" Sworn to before me this kir, I day of � r_G Ll lea S Notary Public. County ELAINE T.VILLANO Notary Public,State of New York No.01VI6029229,Suffolk Co9 Commission Expires Aug.9, nt YOUNG &YOUNG Telephone 631-727-2303 400 Ostrander Avenue Facsimile 631-727-0144 Riverhead, New York 11901 adminC�youngengineering.com r � - HOWARD W YOUNG,Land Surveyor 1 2 Clio THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST,Architect RONALD PFUHL, Landscape Architect DOUGLAS E.ADAMS, Professional Engineer ZpW. October 6, 2005 Town of Southold Building Department Town Hall 53095 Main Road Box 1179 Southold, New York 11971 RE: Building Permit Application #30447 EVAN ELISSEOU RESIDENCE At Mattituck, T/O Southold, New York (03-0317) S.C.T.M. No.: 1000-106-2-33 Dear Sir or Madam: This is to advise you that I have seen the completed insulation installed at the above referenced project on March 28, 2005 and September 28, 2005. The insulation is in accord with the Building Permit documents. so- or Hew r NbertuCyTaVst, AIA 5�et°1 cHAvtF�°Rr Architect 9F M°• +0+31 RCT/mal C'SrERED A ���� cc: Mr. Evan Elisseou Mr. Mark Davis Planning Engineering Land Surveying Architecture YOUNG &YOUNG — —z —� Telephone 631-727-2303 400 Ostrander Avenue Facsimile 631-727-0144 Riverhead, New York 11901 (i E M i admin(�voungengineering.com AY I 1 HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineerp- ROBERT C. TAST,Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E.ADAMS, Professional Engineer May 16, 2005 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: EVAN ELISSEOU RESIDENCE At Mattituck, T/O Southold, New York Permit No. 30447 (03-0317) Dear Sir or Madam: As requested by our client, we have visited the construction site on February 28, 2005 at 10:30 a.m. to review the completed framing. The weather was cloudy and 37°F. We verify that the framing is in accordance with our drawings with a few modifications. All window headers noted as (2) 2 x 12 on our drawings were substituted with (3) 2 x 10 which meet our loading requirements as set forth on Sheet A-A. Therefore to the best of our knowledge and information, the framing is in accordance with NYS Code Standards. If you have any questions regarding this matter, please con Srtf'U EW Y V r my urs Ro ert C. Tast RCT/mal AF�,Sr�°• `��°� EKED ARCH cc: Mr. Evan Elisseou Planning Engineering Land Surveying Architecture YOUNG &YOUNG (i, Telephone 631-727-2303 400 Ostrander Avenue ;,r'� Facsimile 631-727-0144 Riverhead New York 11901 t ' AN 1 520 ii' ; admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer 10VdN ROBERT C. TAST,Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E. ADAMS, Professional Engineer April 13, 2005 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: EVAN ELISSEOU RESIDENCE At Mattituck, T/O Southold, New York Permit No. 30447 (03-0317) Dear Sir or Madam: As requested by our client, we have visited the construction site on February 28, 2005 at 10:30 a.m. to review the completed framing. The weather was cloudy and 37°F. We verify that the framing is in accordance with our drawings with a few modifications. All window headers noted as (2) 2 x 12 on our drawings were substituted with (3) 2 x 10 which meet our loading requirements as set forth on Sheet A-A. On the second floor, the pull down attic access stairs was substituted with a fixed staircase which is accessible through a door off the second floor hall. Therefore to the best of our knowledge and information, the framing is in accordance with NYS Code Standards. IIf you have any questions regarding this matter, please contact us. V y truly yours, ` Ro ert C. Tast RCT/mal pp� cc: Mr. Evan Elisseo �if Planning Engineering Land Surveying Architecture YOUNG &YOUNG �_. _ Telephone 631-727-2303 400 Ostrander Avenue �G ? rY +' YoFacsimile 631-727-0144 Riverhead, New York 11901 @} R' �' � admin oun gengi neering com l I� o e ! 14+ - ' 1 HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer s. "T ROBERT C. TAST,Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E.ADAMS, Professional Engineer May 16, 2005 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: EVAN EUSSEOU RESIDENCE At Mattituck, T/0 Southold, New York Permit No. 30447 (03-0317) Dear Sir or Madam: This is to advise you that the office of Young & Young has witnessed the pressure testing of the water feed (hot & cold) and waste piping for the above referenced project. The hot & cold water pipes were pressurized by a compressor with a pressure of 79 PSI beginning at 7:30 a.m. on February 28, 2005. A representative of our office was there at 10:30 a.m. that same day. There were no observed leaks or piping failures and all work appeared to be in accordance with submitted and approved plans. If you have any questions regarding this matter, please contact us. SE OF NEW V r t ly yours, 4b'0 cN4#1 Jr, p Or ta- Bert C. Tast RCT/mal �F tio. toil,' c�TERED ARCN\�� cc: Mr. Evan Elisseou Planning Engineering Land Surveying Architecture YOUNG &YOUNGl `_ � ; � � Telephone 631-727-2303 400 Ostrander Avenuei! 4�C 5 Facsimile 631-727-0144 Riverhead, New York 11901 L '3! admin@youngengineering.com h ="ter HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST,Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E.ADAMS, Professional Engineer April 13, 2005 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: EVAN ELISSEOU RESIDENCE At Mattituck, T/O Southold, New York Permit No. 30447 (03-0317) Dear Sir or Madam: This is to advise you that the office of Young & Young has witnessed the domestic water riser test and observed the water piping during that test. Thepipes ewer p fsssurized by a compressor with a pressure of 79 PSI beginning at 7:30 a.m. on February 28, 2005. A representative of our office was there at 10:30 a.m. that same day. There were no observed leaks or piping failures and all work appeared to be in accordance with submitted and approved plans. If you have any questions regarding this matter, please contact us. V y truly you s, Robert C. Tast RCT/mal f�191� cc: Mr. Evan Elisseou ", � V Planning Engineering Land Surveying Architecture r YOUNG &YOUNG Telephone 631-727-2303 400 Ostrander AvenueIVU T Facsimile 631-727-0144 Riverhead, New York 11901 admin(aoungengineering.com i HOWARD W YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST,Architect RONALD E. PFUHL,Landscape Architect DOUGLAS E.ADAMS, Professional Engineer November 16, 2004 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: EVAN ELISSEOU RESIDENCE At Mattituck, T/O Southold, New York Permit No. 30447 (03-0317) Dear Sir or Madam: As requested by our client, we have visited the construction site on October 15, 2004 at 3 p.m. to review the completed wind strapping. We verify that the strapping is in accord with our drawings as approved by the town, permit # 30447. We have requested the contractor to install 2x2 washers at all anchor bolts in lieu of corner hold-downs. Calculations supporting this are as follows: 11,000 lbs required uplift: 5,868 lbs uplift anchor bolts (Typical corner) + 6.576 lbs uplift foundation wall strapping 12,444 Ibs (Total supplied) Therefore to the best of our knowledge and information, the wind strapping is in accord with NYS code standards. If you have any questions, please contact us. 40 .of NEW o r Verr truly yours, 6 0�at CH41? s Ro ert C. Tast RCT/mal M°• jQ1'l �TERED Aft'- cc: it'cc: Mr. Evan Elisseou -ing Engineering Land Surveying Architecture ROBERT H. WHELAN, P.E. P.O.Box 590 •MaakwR,NY 11952 Tek 631-871-1369 ,- C l 0 2004 December 1, 2004 Town of Southold Building Department Main Road Southold,New York 11971 Att: Building Official Re: Elisseou Residence 1745 Central Drive Mattituck,New York 11952 Building Permit# 30447 Dear Sir: Pursuant to a request from the building contractor,the above referenced residence was inspected on Wednesday,November 24, 2004. The purpose of the inspection to witness the results of a static plumbing test of the sanitary waste lines positioned below the proposed garage slab. The inspection of the as-built construction appeared water tight with no leakage observed in the system under the static head load test. It is my professional opinion that the as-built construction meets with the general intent of the New York State Building and Construction Code. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please do not hesitate to call. OFNEit/P H. �eQ ly Yo ; A a � U~ �d No 61403 4� Robert H. Whelan,P.E. A�OFESSflO��" cc: Mr. Mark Davis ,OF SOUlyo6 z #© TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Jo-�-off DATE INSPECTOR 80UTy�6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [M FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' aoor-� DATE / �3� �S INSPECTOR �� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUN ION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE! l l G INSPECTOR 304-1 M-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. IV FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: OL DATE $ �� D INSPECTOR 765.1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION o� REMARKS: . � A DATE r INSPECTOR 1 1 1 . � . • � • l o ®� t r. e ST 17Y . rSULATION N. � N2 �..� .iii_ . •,,, .. . .� ' ' //i . ri' • r ♦ r ice . � I� M �� r � TOWN OF S"UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI'G DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. i�l Check Septic Form N.Y.S.D.E.C. / Trustees Examined_ 20 ©� Contact: ATTN: Robert C. Tast Approved'20-01 1, Mail to: Young & Young 400Ostrander Avenue Disapproved a/c a' ho A D1ersynrk 11901 Phone: (631) 727-2303 Expiration__ ,200 Building Inspector APPLICATION FOR BUILDING PERMIT MAY 2 Date May 17, 12004 INSTRUCTIONS i„a-Miis-application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, 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 Departmeh,fir 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, ho Asing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a corporation) Young & Young 400 Ostrander Ave. , Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Evan Elisseou (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. Othei Trade's License No. 1 Location of land on which proposed work will be done: _southwest corner of Central Drive & Zena Road; at Mattituck, T/O Southold House Number Street Hamlet 4'ountV I ax Map No. 1000 Section 106 Block 02 Lot 33 Subdivision CaPL-ain Kidd Estates Filed Map No. 1672 Lot 129 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:0 a. Existing use and occupancy vacant b. Intended use and occupancy 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units One Number of dwelling units on each floor If garage, number of cars TVo 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 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories'_ 0 8. Dimensions of entire new construction: Front 53'-10" Rear 531-10" Depth 431-6" Height 301-0" Number of Stories TWO 9. Size of lot: Front 1001-0" Rear 100'-0" Depth12o,—on 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Zoned R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises Address Phone No. Name of Architect Robert C. Tast, AIA Address Yo un & Youn Phone No (631) 727-2303 40 Name of Contractor Address ;• s ran er vephone No. nise�l3ead,—t33E 11901 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF I� Robert C. Tast being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ftHe is the Architect (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 17`kk ayof2069& Not lic Signature of Applicant NaWXllilgrfUadlbrhl� corro�aar �� Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/29/04 Receipt#: 20055 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#:20055 Total Paid: $10.00 1 � / O� 1 Name: Young, &Young Surveyors 400 Ostrander Ave Riverhead, NY 11901 Clerk ID: LINDAC Internal ID:96911 Applicant/ ,� ,� Date. Owners Name: `= <�--�d , Reviewed: 47Af Architect/ Date Engineer: Submitted: SCTM #: District: IM0 Section: —O)C Block: �_ Lot: ' y� Project Subdivision Location: I��� �� l� � Name: Sin&le& separate Required --� certification: Yes/No � Req. 7 r �01 1 I Rcq . , District: 0 olsize: Actual:- Req,Zoning (Lot coveragey" proix1ied jroot Pard 3 Proposed:-Aq R� (Side Yard // I Proposed:A—) (Rear Yard Project Description: k1b, t AGENCUERMITS Permit . �ZUIRED FOR VIEW N.A. Np ES Numbpe Suffolk County Health Dept. (-0-03J New New York State D. E. C. ✓ /' Town Trustees Town Zoning Board approval: ✓ Town Planning Board approval: �✓ / Flood Plane Elevation??? �� Flood Zone: Notes. t NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH SAmic DAgn Category: B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: Flood Hazards: USE/OCCUPANCY CLASSIFICATION: . HEIGHT/FIRE AREA: --- T YPE "`TYPE OF CONSTRUCTION: .- DESIGN CRITERIA: ENGINEERED/ ESCRIPfi-VE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N ,•- LIVE: Y/N DE4)p Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN41)OOR SCHEDULE: , MIu"hkUgT REQUIREMENTS: Y/N--- l E�' SS 5.7 S.F.: Y/N LfgHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N -' PLUMBING RISER DIAGRAM: Y/N / LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N {l TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /04 APPLICANT: DATE SUBMITTED: —/—/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: _, LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO -/BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE REQ. REAR PROP,.REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE / / PERMIT#: TOWN ZONING BOARS APPROVAL: YES or NO DTE: I PERMIT#: _ TOWN PLAN. BOARD/APPROVAL: YES or NO DTE_/ / PERMIT#: l TOWN HISTORICAL/PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- ( SF)= SFX$ =$ +$ +$ = $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ =$ 3. ( SF)- ( SF)= SF X $ —=$—+$—+$—= $ FINAL TOTAL: $ COMPLAINT REPORT , NAME DATE__< 2 VT' ADDRESS (oG-q 72,✓r MA-'i� -7✓c e- n/'1 11 qp- PHONE# 6 i q3 HOW.RFCEIVEp, TEL_ MAIL IN PERSON LOCATION OF COMPLAINT Y NATURE OF COMPLAINT_ i �; �� w�u .wri s 7. �cr l��a;a� Mv,� n�7J Y i� PCn,� Zlia 4 c11— Di2> /�(! Sf1N�6lAf�iN� WW/!/At/�07 V/W{MIS�N� 'H INUN. wool-0,3c WovU'y ?l{�/'S 71'�'WI✓�(/� 7FLcIS /1 N0(,) .97 W4r�� ASSIGNED TO GFo , G/t_4-4En/ INSP. DATE a. —'9— 0- 5-REMARKS c '7 a o4-- -04 ACTION TAKEN FILE # (IF APPLICABLE) RE-INSP DATE: 1 , YOUNG &YOUNG _c- Telephone 631-727-2303 400 Ostrander Avenue Facsimile 631-727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor - -- THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST,Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E.ADAMS, Professional Engineer August 30, 2004 ATTN: Mr. Michael Verity � `t 341 t/S�7 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: EVAN ELISSEOU At Mattituck, T/0 Southold, New York (03-0064) Dear Mr. Verity: This is to verify that to the best of my knowledge and information, the construction drawings for the above residence are within the height requirements of the Town of Southold per Section 100-13, "Height of Building". Height of building is defined as the distance from average natural grade to midpoint of sloped roof. The height of the proposed residence is planned to be 32.9 feet above average existing natural grade. Average grade was computed from the natural grade elevations at building corners and divided by 4. The allowable height in Zone R-40, per "Building Schedule", is 35 feet from the average grade. The calculations are as follows: Grade Elevations at Corners = 92.5' + 90.5' + 98.5' + 100.0' = 381.5' Total 381.5' :- 4 = 95.4' Average Design Height Midpoint Roof From 11 Floor = 25.8' Elevation of Building Height = 128.3' Allowable Height = 130.4' (95.4 Average + 35') Planning Engineering Land Surveying Architecture r Page 2 August 30, 2004 Should you have any questions, please do not hesitate to contact our office. Vetruly�yo urs i , " �` q1 Rbbert C. Tast, AIA RCT/sjt cc: Mr. Evan Elisseou in KiaD Civic Association ristime D. Rivera, President 25o Sound Beacb Drive FEB 16 _5 Mattit;t* NY u952 February 13, 2005 Michael Verity Principal Building Inspector Southold Building Department 53095 Main Road Southold, NY 11971 Re: Evan Elisseou Dear Mr. Verity: I understand that Mr. Evan Elisseou has been having repeated difficulties during the construction ofhis new home on Central Drive in Mattituck. I am writing this letter not only as the President of the Captain Kidd Civic Association, but also on behalf of the neighbors of Mr. Elisseou. I can personally assure you, that if there were any complaints from Mr.Elisseou's numerous neighbors, I would have been apprised of them. In checking with Mr. Elisseou's immediate neighbors, some of whom serve on the Board of the Association: Mr. and Mrs. Richard Johnson, Ms. Paula Gabelman, Dr. and Mr. Isaac Spearling, and Dr. and Mrs. Nicholas Rallis have all been extremely complimentary about the manner in which Mr. Davis and his crew have conducted themselves during the construction process. Mr. Davis, on a daily basis, kept the job-site immaculate and took everyprecaution to make sure that no debris was left on the site. Furthermore, his crew were always courteous to curious onlookers. As President and as a neighbor, 1 am deeply disturbed by the difficulties and continuous vandalism Mr. Elisseou and Mark Davis have experienced on this project. Very truly yours, Christine D. Rivera CDR/psg cc: Joshua Horton Patricia Finnegan, Esq. YOUNG &YOUNG r Telephone 631-727-2303 400 Ostrander Avenue ` Facsimile 631-727-0144 Riverhead, New York 11901 SEP admin(�youngengineering.com 12IYlr� HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer! f ROBERT C. TAST,Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E.ADAMS, Professional Engineer August 30, 2004 ATTN: Mr. Michael Verity Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: EVAN ELISSEOU At Mattituck, T/O Southold, New York (03-0064) Dear Mr. Verity: This is to verify that to the best of my knowledge and information, the construction drawings for the above residence are within the height requirements of the Town of Southold per Section 100-13, "Height of Building". Height of building is defined as the distance from average natural grade to midpoint of sloped roof. The height of the proposed residence is planned to be 32.9 feet above average existing natural grade. Average grade was computed from the natural grade elevations at building corners and divided by 4. The allowable height in Zone R-40, per "Building Schedule", is 35 feet from the average grade. The calculations are as follows: Grade Elevations at Corners = 92.5' + 90.5' + 98.5' + 100.0' = 381.5' Total 381.5' + 4 = 95.4' Average Design Height Midpoint Roof From 1s` Floor = 25.8' Elevation of Building Height = 128.3' Allowable Height = 130.4' (95.4 Average + 35') Planning Engineering Land Surveying Architecture Page 2 August 30, 2004 Should you have any questions, please do not hesitate to contact our office. Ve truly yours, Robert C. Tast, AIA RCT/sjt cc: Mr. Evan Elisseou d # z N' Cp PTIR __ Ix .v .. m m is n Young & Young ` ViH N 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303- (Vacant) -\ (Dwelling With Public Water) Howard W. Young, LandSurveypr Thomas C. Molpert, Prpfesn9nat' Engineer i tlwa.: Robert C. Tast, Architect ge Ronald E. Pfuhl, Landscape Architect �y38 Douglas E. Adamfj;^PTgk n E er W E (Vacant) tX 0 HEALTH DEPARTMENT USE a : --------- ------------------ SUFFOLK ----------------- Asa, SAS SUFFOLISCO P,7 6�„u,; Ti4ENT OFHEaLTHSERVICES $��� ” PEZ�..TcORA�e,-Oti r Q:'• Cn"'TRU?! FdRA 1 0gk-. t C o: ON L race olNLY t OF PP`tEMEN 9W ; 1 b 9}z3 EoaE _ Or D"TE� �7 (� R1.J2 IV GN 15 001 \ S v ;(�9 ` 1\ !i • �T�1 �lj'-O�-��\ AA l E 6.00 . L=3 *o APPRC T . %.94 9 F E. � _ PROOSED 11'1N 101.94 , ; EXPIRES TtiRe� ,' F.7 A Y 'Y -VF—ARS 1 F.Q.k, 0A 1-:OFAPPROVAL p -a SAND ARY �. N €gzA Z w N S. SYSTEM �` �4 Z SURVEYOR'S CERTIFICATION ffi Ng o m N, ' Ito WE HEREBY CERTIFY TO EVAN ELlSSEOU THAT THIS o SURVEY WAS PREPARED IN ACCORDANCE WITH T Oi 2 PRACTICE FOR LAND SURVEYS ADOPTED BY T `i n ROPOSED Qs O o ASSOCIATION OF PROFESSIONAL LAND SUR W Y o of OCATIOGARAGE }53}.. o. Q o HOU4EB oRooMl ya.501 �2.t3iv✓ia * �j o N „ i0 �A HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 aQ{ 0 J ,900 ?�sn 13. � 4 Nil m Lot 1 0 z u,ND a TEST HOLE v r T.014 DATE: 06/19/03 N. - Wgp£R't a �,hV� SAN pgPA D .,S o SURVEY FOR ,WH � - EVAN E'LI SSEOU V QQt q o „ W 1QQ Y LOT 128 "CAPTAIN KIDD ESTATES" NO BRO '. SILTY SAND ` 6'' S 7T261QQ �Zg ; At Mattituck, Town of Southold=s (SIM) " " )-ot M ; Suffolk County, New York ¢ aP t Subd`"t$lon Estates County Tax Map Dlsnlct 1000 Section 106 Block 02 Lot 33 prg 16.0 ,, optaln K`dPubllc Wafer) Nu PALE BROWN ba V1s MoP , , C '11109 Wtih BUILDING PERMIT SURVEY FINE SAND tan {es Dw a (SP) za.o' „C PtoinWK dPub lct`Noier) tt AREA = NOTE J 8T 6 SQ. FT. APR. 19, 2004 (DWe1109 1 • SUBDIVISION CAPTAIN KIDD ESTATES" FILED IN THE FEB. 3, 2004 eag MAP PREPARED JUNE 9, 2003 a bw OFFICE OF THE RI( OF SUFFOLK COUNTY ON JAN. 19, 1949 AS FILE N0. 16 SCALE 1" = 30' BI' Se�G (] MONUMENT SET - MONWENT FOUND A- STAKE SET A- STAKE FOUND RO- ROOF OVER • VERTICAL DA - N.G.V. DATUM (M.S.L. 1929) JOB NO. 2003-0064 r =$b$ DWG. 2003-0064-bp Hn 5 �i— L clk Young & Young N \ 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 y \\ Howard W. Young, Land Surveyor b Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect <cx4o Ronald E. Pfuhl, Landscape Architect x— e Douglas E. Adams, Professional Engineer W E 0 NOTE _ ------------------ _ ------- ---- AREA = 11,866 SQ. FT. aV V _ --� • SUBDIVISION MAP "CAPTAIN KIDD ESTATES" FILED IN THE N MAIN _ OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN. 19, 1949 gy$� S` wpSER�, *I+o+b AS FILE N0. 1672. � $ pR1VE 11 • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) 1 eRa _- ENTRP = _ ' � � � PA�M,ENT 51DN C 11 cf o�94 SURVEYOR'S S CERTIFICATION SIGN 75' N p0 E 9a.00> + L a39S?��. <Nqm 1 C 4 E 772 MORTGAGE a 1 SE , soHw 1 1 ESQ• & FIDELITY NATIONAL TITLE INSURANCE +(9419 (101.941 + 1 COMPANY OF NEW YORK THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PR4C-T+C�-FQR s zg Z ;w Is LAND SURVEYS ADOPTED BY THE NEW YORK S T. 1' OF PROFESSIONAL LAND SURVEYORS.LA 91. W 1 t CO. Q� * o �` z..T a. A 1 � . . ' .rk/+�( ��, �,•.:+ Kms? * 2 Z ZT4 +g 0 1 O Wly� 0. 35'— '`= CONA• N +s , _ rn 1 HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 <1 45g9,� 500,NG FOUND �O aCT OSE 1 LA.R1Cj� Y$�9 Oto Z4T 1� l��I``11�v N��Y a -3 cn �➢ SURVEY FOR S Lot 128 z EVAN EL_ I SSEOU a LOT 128 "CAPTAIN KIDD ESTATES" o 1At Mattituck, Town of Southold ;w F 954�r gC 1 6�Pa o M WA« m 1 Suffolk County, New Yorka $ 92 YT O 9G As ; +ON ��O oo. wAu (67.36) E�nNG 1 County Tax Map District 1000 section 106 81Ock 02 Lot 33 OBE 34 sx +SN 77'26,0o i _ FANG S 129 FOUNDATION LOCATION SURVEY J Pegs i o.zE \- itot M totes $ Lot 30 CoPtan K1dd Es AUG. 25, 2004 a° _ AUG. 20, 2004 Subd vision MaP AUG. 19, 2004 a d Estates ( AUG. 9. 2004 twin Kid 1 MAY 19, 2004 SNa C P APR. 19, 2004 ary 2 6 FEB. 3, 2004 `-'� MAP PREPARED JUNE 9, 2003 ZI SCALE 1" = 30' seat = uONUYENT SET = MONUMENT FWNO A " STARE SET �= STAKE FOUND RO = ROOF OVERT ` � $ JOB N0. 2003-0064 FL (to3.t31 a EEEvnnon RR10R r0 ccesnxucnoN .9.s = EwsnNc EtEvnnoN I c----- DWG. 2003-0064—foundation Joc =yll, s I Young & Young M N ` / 400 Ostrander Avenue, Riverhead, New York 11901 gq€ 631-727-2303 (Vacant) (Dwelling With Public Water) Howard W. Young, Land Surveyor D S \ Thomas C. Nalpert, Professional Engineer 5. Robert C. Tast, Architect £ _ Ronald E. Pfuhl, Landscape Architect bs Douglas E. Adams, Professional Engineer W E (Vacant) a HEALTH DEPARTMENT USEM Y y ------------ -- --------------- 14� . p NATyE MAIN ' „'o'65 S " - '11 CEN °F P phMEN T SIGN i 9P fes-+ 1 is r�€4 SIGN sDo. + L o`39 1 1 nn 1+9A 19 O'a 'V 1 ��2 1 A O C P. IN 1019I , 9 y 1 F 19 4� SAN\tAR l o <o t 5,51EM 1TT" ZIV , F>$g 5 ' Z SURVEYOR'S CERTIFICATION , W1� zXT yA,s $ N • WE HEREBY CERTIFY TO EVAN ELISSEO .` o RO SURVEY WAS PREPARED IN ACCORDANCE IM i O \ t a� 2467 i .� PRACTICE FOR LAND SURVEYS ADOPTED BY Os 1s O j8� OW. p ASSOCIATION OF PROFESSIONAL LAND SUR Y gN : PROP oN OF k 0 tP HO SE & GOO)E a' (� . 3;" awl+ DRQ o` $ HOWARD W. YOUNG, N.Y.S. L.S. NO. 4589 Syr q as -o a o N q^ LAND `a_ '�ao1 6r Lot 128 O z a r) o ' TEST HOLE , 9 050 �. _ _ SURVEY FOR DATE: 06/19/03 D �;� - - — Vjg ° EVAN ELI SSEOU agbe 00' 0 100 00 o LOT 128 "CAPTAIN KIDD ESTATES" o At Mattituck, Town of Southold agaff aR°SA e' 26'p0„ W I Suffolk County, New York .125 SILTY SAND 5 71• t 12g 1 ��g- (SM) i " �-o o , - dl�, . 0 M P 1 County Tax Map DstF�c 1000 sept« 106 sI 02 Loc 33 FHit SuIa ates 16.0, t 13� "CopNK apub�tW°er) `& d BUILDING PERMIT SURVEY ag PALE BROWN ,'O MaP OWe\lin9 0 FINE S(SPAND SUb d\Vj$10 Estates„ r ( NOTE MAY 19, 2004 24.0' „CoptOiowKdd 1,c `NOter) 1 APR. 19, 2004 "aa pub' \ AREA = 11,866 SQ. FT. YR (pwell`n9 1 • SUBDIVISION MAP "CAPTAIN KIDD ESTATES" FILED IN THEMAP PREPARED JUNE-9. 2003 a 3 OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN. 19, 1949 'gRMF AS FILE Na. 1672. SCALE 1" = 30' Olt'; El- MDNUMMT SET - MONUMENT FWND 0- STAKE SET ♦- STAKE FWND Ra - ROOF D,4R • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) JOB NO. 2003-0064 DWG. 2003_0064_bp , J Young & Young gbjgp N \ 400 Ostrander Avenue, Riverhead, New York 11901 gEj; + 631-727-2303 ��� Howard W. Young, Land Surosyor b ` \ Thomas C. Wolpert, Professional Engineer b�Eg Robert C. Tast, Architect & o ➢uglas E. Adcns Professional Engineer ' § W E NOTE s ------------------------------- -----------------, AREA = 11,866 SQ. FL • SUBDIVISION MAP "CAPTAIN KIDD ESTATES' FILED IN THE $ , OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN. 19, 1949 90-3 TER MP1N-------- '1+u+b' AS FILE NO. 1672. § S _ -_--- pR1�E • VERTICAL DATUM = N.G.V. DATUM (M.SL 1929) R3� GENERA` MEN. f ; <f EooE of PAVE 5I� o R,z a § SURVEYOR'S CERTIFICATION a£ s2p po, E j5•0se,aa) L_392 O Ng E1 • WE HEREBY CERTIFY TO EVAN ELISSEOLI, {i ,�• 611 ) ; MORTGAGE SERVICES, STANLEY CHOVICK, Iy BAH N ESP. 6 FIDELITY NATIONAL TITLE INSURANCE ���6 COMPANY OF NEW YORK THAT THIS SURVEY WAS ¢a'g (mi sq v 1 PREPARED IN ACCORDANCE WITH THE CODE OF PRJGTbz Z I LAND SURVEYS ADOPTED BY THE NEW YORK S -Y ESz� ;1 OF PROFESSIONAL LAND SURVEYORS. �h co o � I m w'�E GONG, o. ns i, ' O HOWARD W. YOUNG, NYS L.S. N0. 4589 Q UN. ° UNDPTION =; paooN EO o Q o�E 1AT F� awb j 6 p �➢ i@gy@ m 0 "— O SURVEY FOR ` - E� I a ' Lot 128 0. 'z EVAN ELI SSEOU N Z 05_ O 9 LOT 128 "CAPTAIN KIDD ESTATES" =o�� - At Mattituck, Town of Southold o z Suffolk County, New York :ppb ob e County Tax Map D.,,t 1000 sedlon 106 em-k 02 Lm 33 e WE wIL (eT Tel WEooN 1 p v MNE „ �p26O ; FOUNDATION LOCATION SURVEY H z '— ' FGOTN4 5 t 129 1 di La M - -' b'us oP 1 SUadivlsion takes 1 Wdd - AUG. 25, 2004 e=$g Lot 13� ,. 1 .,Capt [`_,_ AUG 20, 2004 aP �I fl�`-` AUG. e04, 20 €, subdivis(°n Estotes ( I,, 1, I(G 26 Z��Q MAY 19, 2004 b„�5 „GoPtaln 1� �1 - APR. 19, 2004 E d FEB 3, 2004 t--- [ , OLG MAP PREPARED JUNE 9, 2003 y.Ee 2w: SCALE 1” = 30' b° (]- MONUMENT SET MONUMENT EWNO A = STAKE SET A= STAKE MIN. NO NOCf UVEA 1 _ JOB ND, 2003-0064 FL 3'ybff (,m u7 = .VAT., PNiaN To coaSTFU naN IS S= EMsnrvc EUVATON DWG. 2003_0064_foundotion_Ioc 's� i i i +Im sn 1 1 1� I \ 1 � I I I \ I I 1 I 6 I I I I \ I I NOTE I I FINISHED SUR OE RETAINING WALLS SHALL BE CONCRETE FINISHASDIRECTED B7 OWNER. - _ I • RETAINING WALLS OVER 2'-6" IN HEIGHT SHALL HAVE A SAFETY FENCE. • RETAINING WALLS OVER 5' IN HEIGHT SHALL REQUIRE INSPECTION /r Ial OF CONSTRUCTION BY A N.Y.S. LICENSED PROFESSIONAL ENGINEER. ` I R-P5 00, r l i �" HIRED BY CONTRACTOR. • THE ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WALLS HAVE BEEN INSTALLED IN CONFORMANCE WITH THE APPROVED PLAN AND MANUFACTURERS SPECIFICATIONS. \\ 9g 11 r �\U' i • CONCRETE SHALL BE TO' = 4,000 PSI AIR ENTRAINED. '71026100" \\ 11 \\ i i • ALL CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATION 301 — `\ LATEST EDITION CONCRETE RETAINING WALL 0 D L. SIZE SHORT SPACING DOWELS IS" CNE ® a ._,.J1 U4_0 b.11R8" -X44. Y44.®W 1BB'f NONE N4 ° 12" 100 f-YNE X4 ® 12'a 3 n_a 5 2-2" S-10' N4 O 18' NONE X4 ° 18" - 4 N4 ° 18' NONE X ° 12 \0\ \\ 1 ------- ` P 1 6- 2'-5' 4--4" X4 0 18' NONE N4 ° 18" 4-N4 N4 015- NONE N4 0 12' N4 ® 14 4. 2. 2. NONE N4 0 14" 4-N4 X4 ° 14" NONE X4 6 12' _B. _e.. ' 8' 2'-8' 4'-11' N4 014' NONE X4 ° 14" 4-N4 X4 ° 14" NONE #5 6 12- 9-� 3'-2' 5-5" X4 ® 11" NONE N4 ° 11" 5-X4 X4 O 11' NONE X5 ® 11 + n1v 11 2' 10' 3'-7" 6'-0" Ns ® 12' NONE N4 ® 12" 5-X4 Ns ° 12" NONE IIS ° 12' }yn _- - \ ,1 ' 0 O / I I 1 - V I I I I T 94. \ + 1 33 ILX CRENATA STEEDS B90 - \ (UPRIGHT JAPANESE HOLLY) \ ` ` _ /�O OG✓���\ I i 1 \ j '�1 3'-4' HT. PLANTED 4' ON \ `\ 1 1\ `� 1{J r ✓ ` I 1 CENTER 9559+ 50 1 1 \\ 1 102 I I S0 I 1 vI 1 RAILING OK FENCE \ \\ 1 g2 ' 1 (M". 4" BETWEEN EL. I 1 101 v , 6F I I I� 1 1 r BALLABTERS) 1 I I 98 ,1 i 1 2 >'---- - _ F1N1snDCRADE (LEVEL) Q 1 \ 2" DIA. I s LotII ° WEEP HOLE 1 1 128 11 `\ I \ 1 12 a _ 1C'0C 'a \ y \ J� C. - MAX s= 18" I i° +10111FIN15HED GRADE � 1 ° 1` 9q, 1' CRUSHED 5TONE .M u ---------- �. i �°1 PROP�G WALL I\ B9b0 t\ \\ t \ \\ 0 it ` 1 1 REI AININ \ \ \100 p0 \\ \ \` I `\ SHORT x M Ii 1V O�OSED `v -- ADOWEL n - ' " PRFENGE 1 I \ `\ `\ ` \` \` `� \ P j \j - I MAINTAIN FOOTING E 1 Ep\ 1 1 \ `\ \ \ ` \ \, 1 IN51DE PROPERTY w I IQ5 1 \ \\ \ \ \ ` ROP \ \ \ \ 1 \ ` C \ LINE (V.LF.) I PPLANIINC, \ \ \ \\ \ \ \ \ `\ LB _ I 1 7 -14.0 d 1 7 1'?60011 ` \ \ \ \ A t \\ \ `\ 2g �\ �\ �\ \\ `\ �\ \ \ \ \ \\ -ot 1 \ \ \ \ \ 7 96.0 `\ \ `\ `\ 1 \ \ L �° B 8`9.5 \ \ \ IN51IX y \ \\ \ \ B ``sae a;sa \ T 94.0 \ aln\Meh o t \ 30 30 `\1 1 s\\ \\ `\ \ \\ ` \ o I Ldvlelon Maples' �\ u \ \\ \\ ` ` \ \` \ \ \\ \ \\ CONCRETE RETAINING WALL 5tlb n Kldd Etta en \ 1 SCALE : NONE I �I s11 P11G o r�DCPT. PROPOSED RESIDENCE pyo p oWE FOR DRAWING PREPARED AUG. 5, 2004 Young Young 400QstranderAvenue, Rlverhead, New York 11901 '� EVAN ELISSEOU DWG. ...\CaotracOt Drawings A-1... 16 63 -727 2303 " JOB ND.:2003_0317 a TOWN OF SOUTHOLD \ Howard W. Young, Land Surveyor Robert COUNTY, NEW YORK 'Thomas C. Wolpert, Professional Engineer ' Robert C. Tast, Architect sTNO ° oP� RETAINING WALL PLANmi Ronald E. Pfuhl, Landscape Architect 4�6ocrX�`�K Douglas E. Adams, Professional Engineer n - Young & Young r c-tea 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. You ng, Land Surveyor (� 1 CUUJ " ! A� Thomas C. llolpert, Profeasio2la.i Engineer . 6 i s. . 1� 0^t? _� 3t JEW \ Ro6ert C. Tact, Architect \ 3+tie be" Ronald E. Pfuhl, Landscape ArchitectQ S Douglas E. Adams, Professional Engineer € 9� WE i ,.: ;. _ NOTE AREA = 11,866 SQ. FT. gg 1 lit • SUBDIVISION MAP "CAPTAIN KIDD ESTATES" FILED IN THE �g Mq _-- - - 'I OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN. 19, 1949 �y19 S WgTER 1N ,1 AS FILE NO. 1672. €9! ------- DR,vE x! Nil— CE A,— 1 --- NTR s� ,OF N �t 1t SURVEYOR'S CERTIFICATION R p0 x-39 'gyp, 1 • WE HEREBY CERTIFY TO EVAN ELISSEOU, Is MORTGAGE SERVICES, STANLEY CHOVICK, P. ESQ. & FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK THATTHIS SU �] i PREPARED IN ACCORDANCE WITH THE CODE OF Z L° " ' �1 LAND SURVEYS ADOPTED BY THE NEW YORK tf NE' I g T OF PROFESSIONAL LAND SURVEYORS. ��, w �' � f �.`' � Z - fie• eUW. y �, � A !' chi O 1H- X10- ' 1 O 4 O 9\B-T ; a !L WAU- 19 111 ASE a o.1W ANO. STORY FRRgGE _,y�1s N, 1 � HOWARD W. YOUNG, N.Y S. L.S. NO. 45893 x$$03 sa O.YE 2 &, Gq Tg 3s. U' w 1 Q -oor G NOUSE - 1 o m 14.1' ooa � N. m angio �" ', SURVEY FOR aR 0• o m Lot 128 ; i N ,p5 EVAN ELI SSEC) U LOT 128 "CAPTAIN KIDD ESTATE' At Mottituck, Town of SoutholdL N t P1 o OWE °� Suffolk County, New York -07, 106 Block 0 1'` O t I' q County Tax Map District 1000 sao oO 2..Lot33 FODTM+D 100.00 w C _: hw A.TsDS��•26'p0 I N A L_ S U F? �/ Ile I - - 'MAL i.- 0 129 1 "' DBE mop 13� POO o loldtvKldd E°tes AUG. 29. 2005 AUG. 25, 2004131 O.YE I AUG. 20, 2004 Lot 1 C P SUbdtV1s MOP AUG. 19, 2004 0 AUG. 9, 2004 yCld Estotes MAY 19, 2004 "€+ "GOP FEB.d APR. FEB.19, 2004 gh 3, 2004 409 1 MAP PREPARED JUNE 9, 2003 ' SCALE 1" 0 30' FS (] YDNUYENT SET YDNUMENT FOUND A STAKE SET A= STAKE FWND RD = RODF OVER JOB NO. 2003-0064 r J § (10.1.1]) = BFVATIDN MW TO CDNSTRUCTIDN +9.5- EKISTNO ELEVATION DWG. 2003-0064_fs COMPLY WITH ALL CODES OF IACA � TOWN CODES RE5D1ENCE Q«PONTTENT bAS REQUIRED ANDCONDITIONS OF F QGLPHraGY SOUTHOLDTOWNZBA SOL DF�R NSF_©'IN WATEH SOUTHOLD TOWN PLANNING BOARD �U 0 PFLy$Y$FEM CANN�'Tf OUiHOL EVAN E � SSEU O OF 1;94 4EA� NC TOWN TRUSTEES TOWN O UT O LD PLUMBING OCCUPANCY OR ALL WATERBLINES EE I TESTING BEFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFICATE fffO L� �� ��9 NEW V O OF OCCUPANCY NOTE5 ABBREVIATIONS SYMBOLS LI5T OF DRAWINGS GENERAL A G R 1. CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE AD -AIRCONDITIONERIONLR GA. -GAGE R -RISER A-A TITLE SHEEP PROPER STRENGTH FIT AND LOCATION OF THE WORK REPORT. IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL ADO. -ADJACENT GILLV. -GALVANIZED REINF. -REINFORCE CONDMON5 WHICH MAY INTERFERE WITH OR OTHERWISE AFFEL-T. OR PREVENT,THE PROPER EXECUTION AND COMPLETION OF THE AFP. -ABOVE FINISHED FLOOR GL GU55 REQD. -REQUIRED ALLOW. -ALLOWANCE GLZ. -GLAZING REV. -REV1510N A-I CELLAR PIAN ALT. -ALTERNATE GYP. -GYPSUM RM. -ROOM 2, ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OP THE NEW YORK STATE BUILDING CODE LATEST APPROX. -APPROXIMATE GIP BD. GYPSUM BOARD EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. ARCH. -ARCHITECT H A � A-2 FIRST SECOND F1.00R PUNS SECTION MARK u 1 SINGLE SWING DOOR CONCRETE 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN, ON THE DRAWINGS. HDR. -HEADER I J + THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE 13 HM. -HOLLOW METAL 5 SAN SANITARY A-3 NORTH �EAST ELEVATIONS MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. BATT -BARN HVAC. -HEATING, VL'7ATIIATING AND SCHED _SCHEDULE 4. CONTRACTOR SHALL OBTAIN ALL NECE55ARY PERMITS AND ARRANGE FOR ALL IN5PBcnON5 AS REQUIRED BY APPROPRIATE BLDG. -BUILDING AIR CONDITIONING 5D. .SMOKE DETECTOR I BUILDING DEPARTMENTS, HEALTH DEPARTMENTS. ETC. CERT MCATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE B.O.5. -BOTTOM OF STEEL 5F. -SQUARE FOOT(FEET) A_1 DETAIL INDICATOR DOUBLE DOOR � A-4 SOUTH ♦WEST ELEVATION5 - 05TAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR to FINAL PAYMENT, INCLUDING UNDATED FINAL SURVEY. I 5PKIR. -SPRINKLER STEEL 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. C ID. -IDENTIFICATION 5Q' SQUARE . CANT. -CANTILEVER INFO. -INFORMATION 9Q IN. -SQUARE INCH A-5 SECTIONS G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL 5LOT5, CL -CLOSET INI -INSULATION SUMVE5 AND)OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. A-I A ELEVATION INDICATOR CLG. -CEILING INT. -INFERIOR Q /l Q �/ BIPOWING DOOR AG SECTIONS AND DETAILS 7. CONTRACTOR SHALL PROVIDE ALL THE NEGE5.9ARY SUPPORT. BRACING, SHORING, EEC., (TEMPORARY AND/OR PERMANENT)AS CW. HT. -CEILING HEIGHT T �(/ �C/ REQUIRED FOR THE SAM INSTALLATION OF NEW CONSTRUCTION. CLR• -CLEAR L TIG. -TONGUE AND GROOVE BATT INSULATION 8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ffEM9 AND FINISH MATERIAL TO OWNER C.O. -CIFAN OUT LAM. -LAMINATE TO5. -TOP,OF STEEL FOR APPROVAL PRIOR TO ORDERING. COL -COLUMN LAV. -LAVATORY TOW. -TOP OF WALL G-I GENERAL INFORMATION 9. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION 5YlEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING CONE. -CONCRETETyr. -TYPICAL REVISION INDICATOR CIFT. -COORDINATE LTG. -LIGHTING TEL -TELEPHONE POCKET DOOR CODE AND INSTALLATION, GPT• _CARPET FOUNDATIONS * CONCRETE CF. -CERAMICTILE M u MAX. -MAXIMUM UL -UNDERWRITERS LABORATORIE2 �\ `�\�/ / EAKTFUCOMPACTFILL CODE ANALYSIS I . REMOVE TOPSOIL AND OTTER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR 9LAI55 ON GRADE SHALL BE D MFR -MANUFACTURER LION. -UNLESS OTHERWISE NOTED `/`/`// PLACED ON COMPACTED POROUS FILL OR SUITABLE ONSITE MATERIAL. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER 5HEET SHALL BE DBL -DOUBLE MISC. -MI5CEU ANEOU5 EXHAUST FAN / / / / // LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH 6 X 6 I of 10 W.W.F UNLESS NOTED. DIA. -DIAMETER MOD. -MODIFY V DOUBLE SWING DOOR OCCUPANCY: 2. CONTRACTOR MAY BACK FILL. AGAINST FOUNDATION WAILS.'ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME U51NG PROPER DIST. -DISTANCE MTL. -METAL VCT. -VINYL COMP05MON TILE II CONSTRUCTION METHODS. AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. ON. -DOWN REFERENCl DW. -DISHWASHER N W REFERENCE STANDARDS: 3. 5011.BEARING CAPACITY A55UMED AT I TON5/5F. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L HAVING AT LEAST THAT CAPACITY. D&S. -DRAWING NA. -NOT APPLICABLE W/ -WITH ALIGN RdideI Code of New Yak State 4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVEWP A MINIMUM ULTIMATE COMPRESSIVE 5TRENGTH AT 28 DAYS OF 3000P51. E NIC. -NOT IN CONTRACT W/O -WITHOUT + 1 ALIGN INDICATION MATCH MA - RIGID INSULATION WOM Fryer CaeGvctwn M aI AF 4 PA CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. NT5. -NOT TO SCALE WWF. -WELDED WIRE FABRIC MATCH UNE DrIClimift Zaie: 1 I B � EACH Degrce Days: 5750 5. ROD REINrORM AENT SHALL BE INTERMEDIATE GRADE DEF(MMED BARS. CONFORMING TO ASTM A615-GO; REINFORCEMENT SHALL Ep• -ELECTRICAL PANEL 0 CONFORM TO ASTM A 185 AND A82. EQ. -EQUAL Deco: 40"1 6. DI AND GENERAL PROVISIONS. FOR CONCRETE CONSTRUCTION. SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI EQUIP. -EQUIPMENT �• -0N CENTER OFF. -OPENING WALL STYLES AShtl: ofher 20 psf EXISBUILDINGS CODE, AG 318, AND MANUAL ACI 315. EXT.T _EXTERIOR OPE -OPPOSITE 5lemnj Rooms:30 psf / -EXISTINGtha Sleeping Ranrn: 40 psf CARPENTRY F P 511 40 pet HandI 2000 1. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHOR5 AND BEARING PLATES, UNLESS OTHERWISE NOTED. FAT. -FRESHI AIR INLETONTAKFJ M -PPR FABRICATE PROPOSED LOADBEARING RD&: 45 psrousnow f gnd load 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE 02 OR BETTER DOUI FB-1450 P.5.1. AND E =1,700.000 P.5.1. UNLE55 OTHERWISE PD. I -FLOOR DRAM PRELIM. -PRELIMINARY � PROPOSED STUD WALL � STUD WALL 0 EXISTING SND WALL Bmc win! Speed: 120 mph INDICATED. WITH 5PF UTILITY 5HOE5 AND PLATES, STUD GRADE FPF: ALL UNI SMALL.BE DOUG-FTR WTTH FB = 1450 P.5.1.. FF. -MN15W FLOOR fig, -PRESSURE-PRESSUREdt: 18.11 SU FIN. -FINISH 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR COX GRADE.WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE FLG. -FLOORING PROP' -pad leads: 10 psf LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1. AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF FIR. -FLOOR PT. -PAINTJNT De _ FLUOR -FLUORESCENT _ DEFLECTIONRafters th LIMITS: THE AMERICAN PLYWOOD ASSOCIATION. r FP. -FIRE PROTECTION a' -- � CEMENT BLOCK WALL i � !i PROPOSED FOUNDATION WALL i DEMO WALL Rapers with no Bnnhed wiling attached: L/ 180 IL,__________� Mo : L/3GO 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRFSLRVATIVE TREATED, WITH OIL-BORNE QT. -QUARRY TLE '�-'^ FR -FIRE RATING �� / �____________� CHEMICALS OR CREOSOTE.TO DEFINITE RETENTIONS AND PENE r RATION5 IN ACCORDANCE WITH THE AWPA STANDARDS G I AND G2. FTG. -FOOTING �• -QUANTITY' T1 ZONV BEARING PLATES, AND MOISTURE BARRIER SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. 5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL DESIGN 5PECIMCATION5 FOR 5TRJ55 GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURN15HED AND INSTALLED,COMPLETE ENERGY NOTES WINDOW NOTE SANITARY DIAGRAM FLOOD DAMAGE PREVENTION WITH ALL PA5TENING9, ANCHORS, BLOCKING, BRIDGING, SADDLES. HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAJN5T STEEL WASHERS,OR PLATES. JOIST HANGERS AND I. CALCULATIONS ARE VHI.ID UP TO 5999 DEGREE DAYS. +'vm +"� CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW ALL NEW WINDOW5 AND GLA55 DOORS SHALL MEET THE %DERWRITERSCERTIFICATE RETAIN STORM WATER RUNOFF YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE 2. CERTIFIED CONFORMANCE FOR ZONE I I B. REQUIREMENTS OF SECTION 1609.1.4 OF THE NEW aoor aaor FURNISHED IN ADEQUATE NUMBER AND SIZE. YORK STATE BUILDING CODE. 6. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDI WITH GOOD TRADE PRACTICE. RECOMMENDATIONS OF 3. WOOD FRAMED Fl:OORS, LUAUS AND CELINGS SHALL - REWIRED PURSUANT TO SECTION a5�1 DC MANUFACTURERS'AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: HAVE AN APPROVED VAPOR BARRIER(PERMEANCE THEEXCCOON _ _ _ -- OF THE TOWN CODE. RATING OF 1 .0 PERM) INSTALLED ON THE WARM IN THE MAXIMUM 5 CONTRACTOR.SHALL PROVIDE PRECUT I/2' ANDA r _ i I i i2 I r 1 ' A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND WINTER.'SIDE OF THERMAL INSULATION. MAXIMUM SPAN OF FW-O`PLYWOOD PANELSFDG TO COVER THE 5ECURE WITH SUFFICIENT NAILg, 5MKI5 AND DOLTS TO INSURE RIGIDITY. GLAZED OPENINGS 0 SHALL PRE DRILL EDGES AT 12'OC TO I � !? I � '� I APPROVED AS NOTED 4. WINDOWS AND 5UIDING DOOR5 SHALL HAVE A MAX. AIR ACCEPT 2-1/2.08 WOOD 5CREW5 AND PROVIDE ADEQUATE I I r B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I DD NAILS, SECURE BUTTED JOISTS WITH I MCH WIDE BY 18 INCH INFILTRATION RATING OF 0.3 CFM PER SQUARE FOOT NUMBER OF SCREWS FOR FASTENING. r METAL STRAPS AND TWO 8D NAILS TO EACH JOIST. OF WINDOW AREA. SWINGING DOORS SHALL HAVE A sxan naafi - - _ _ _I_ - - - - - t DATE: � �- D B.P.OD � 7C. PROVIDE SOLID SURFACES AT LEAST I-1/4 INCHES WHIP IN BORN DIRECTIONS. AT ALL CORNERS FOR SECURING DRYWALL, MAX• AIR INFILTRA1nON RATE OF 0.5 CFM E'ER SQUARE �¢ 12 i „? i iT I Im F io : 1 FEE' BY: ETC.. FORM SURFACES WITH FRAMING MEMBERS, OR WI'f�'I 2-INCH WOOD BLOCKING SECURED AT !EAST TWO 8D NAILS AT FOOT OF DOOR AREA• AF T5 1 / r NOT BUILDING DEPARTMENT T AT EACH END 5. 5KYUGHT SHAFTS SHALL HAVE A MINIMUM INSULATION +' --- FOLLOWING 2 SAM E 4 PM FOR THE D. TAIL JOISTS, OVER 4 FEET TANG,AND HEADER JOISTS OHALL BE HUNG IN APPROVED METAL STIRRUPS. OR HANGERS,AND SPIKED VALUE OF R-19. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: r__I_ --7 - -p __ L r FOLLOWIND M15PECTIONS: SECURELY UNlS5 SUPPORTED ON A WALL OR GIRDER G. GARAGES- FRONT;, SIDES, DOORS, INFERIOR SHALL r �� T i , 1. FOUNDATION- TWO REQUIRED HAVE MAX. U-.40) _ F iT r I im , iz �� r FOR POURED CONCRETE E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE I • ANY GLAZING IN ANY DOOR TYPE I I I I 2. ROUGH - FRAMING 8 PLUMBING AND AS NOTE) HEREIN. 7. THE CONTRACTOR'•SHALL 5uDmrT THE DESIGN, 512E AND - - - ' - _ _ - - - - - 3. INSULATION TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED, IN 2• GLAZING IN ANY WALLS ENCLOSING A SHOWER TUB, , '? I iT ww�n I I.v rw {. FINAL - CONSTRUCTION MUST (I) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER SUFFICIENT DETNLL. AS REQUIRED BY THE BUILDING SAUNA OR STEAM ROOM.' BE COMPLETE FOR C.O. DEPARTMENT. FIX a •v yr i¢ (2)FRAMING TO SUIT WORK OF OTHER TRADES. 3. ANY WINDOW" WITHIN 24.OF A DOOR.' I is I +' I �l".E ATIO OF ALL CONSTRUCTION SHALL MEET TH 8. ALL THERMO5TA5'�SHALL BE ADJUSTIBIE FROM 55 a lI LING�CC1NN CTION REGUIREATE. OFTHE ODESOFN gi (3) PROVIDE 50UP BLARING FOR FULL WIDTH OF TRUSSES, RAFTERS. GIRDERS, ETC.. DEGREES TO 85 DEGREES, PARENHEIT. 4. ANY INDIVIDUAL PANE OF GLASS WITH AN AREA GREATER r__ T r r -_i DO NOT PROCEED WITH REOl11RE ' D ACRE RESPONSIBLEERRORS S• ALL DUCTS AND PIPES SHALL BE INSULATED A5 REQUIRED THAN 9.0 50. Fr. WHERE THE BOTTOM 15 L55 THAN FRAMING UNTIL SURVEYY F. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPFORT9; LOCATE END JOINTS OVER 5UPPORT5: 18'ABOVE THE ADJACENT MN15H FLOOR WITHIN 36'OF I I I ! 'R' I OF FOUNDATION LOCATI� - - ---"STAGGER JOINTS. BY CODE. THE WINDOW. r I I I HAS BEEN APPROVED. � 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS. PROVIDE TECO UGRIP. 18 GAGE GALVANIZED STEEL JOIST. 10. HVAC CONTRACTOR SHALL VERIFY HEAT L055 5. GLAZING IN WALLS OF SPAS, HOT TUB5 OR INDOOR iT I I 8. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. CAWUTATION9. POOLS WITHIN 5'-O'OF THE WATER' y 9. INSULATION IN ALL ROOFS SHALL BE FlIiERGLA55 TYt'E, AND THICKNESS AS,SHOWN ON DRAWINGS. INSULATION 1 1 . ALL CELLAR ANDIll BASEMENT DOORS SHALL BE ET TH REQUIREMENTS EQUI E ALL �� JUN - 7M 1 ! 9 INSALL L PROVIDED AT ALL UNHEATED M HEATED SPACED. ALL INSULATION SHALL HAVE A FOIL VAPOR BARRIER INSULATED. s !� ? I I MEET THE F N111WEM NTS OF HE " + + I CODES OF N YO K STAT -- . SURFACE W05ED TO HEATED SURFACES. 12. THE ARCHITECT CLERnmI THAT TO THE BEST OF M15 - KNOWLEDGE, BEUIEF, AND PROFESSIONAL JUDGEMENT 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL ME05 HORIZONTAL(ROOF, WINDOWS, DOORS. ETC.) 5KYUGHT5 TO BE THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY aen itdsnx DOUBLE INSULATED, 5ELF FLASHING WITH CURB. ALIGN WITH ROOF RAF PS. CONSERVATION CIONSTRUCFION CODE OF NEW YORK 1 1. ALL MATERIAL SHALL BE INSTALLED A5 PER MANUPACTURER5 RECOMMENDATIONS AND SPECIFICATIONS. STATE. (JULY 3, 2002) --------------- r G �q PROP05ED RE5IDENCE Young 4- Young �Ij NELyr FOR DRAWING FIr)pAPM AHUL 29.2004 400 Ostrander Avenue, Riverhead, New York 1 1901 • J� 1'T;/ �,� `"Ak°j,'' . EVAN ELI55EOU 5CIALE: As5HOWN JIM 631 -727-2303 '` 8 vTOWN Of 5OLITHOLD DWG.: : zoos Oslo Alden W. Young, P.E. 0 L.S. (1908-1994) � r a =1 5UFFOLKCOUNEW YORK A Howard W. Young, Land Surveyor 0 Thomas G. Wofolpert, professional Engineer TITLE H SEET Robert C. Tast. Architect cap Ronald E. Pfuhl, Registered Landscape Architect f Fr Oe �E I 2c r=tF FIN15H SCHEDULE N ROOM FINISH FLOOR BASE WALLS-MAT. 4 FINISH CEILING-MAT. FINISH TRIM REMARKS FOYER OAR B-I GYP. BD. -PAINT GYP. BD. -PAINT 53'-10' BEDROOMS DAR 5-1 GYP. BD. -FAINT GYP. BD. -FAINT 91-3' 2'-0' 9'-3' EQUAL EQUAL EQUAL 1'-I BEDROOM CLOSETS OAK 62 GYP. BD. -PAINT GYP. BD. -PNM CIDTHE9 POIE 2. I-19HElr EACH CLOSET 12•DIA. PIER WTTH I'$'X I,-&, PIR5T FLOOR CORRIDOR OAK 5-1 GYP. BD. -PAINT GYP. BD. -PAINT CLOTHES POLL F I-12'5HELr EACH CLOSET X I'-4' AT PORCH ANC. FOOTING- TYPICAL GUEST BEDROOM OAK B-I GYP. 5D. -FAINT GYP. BD. -PAINT - - - - - - r - - - - - - ,- - _ - _ - - -_ G GREAT ROOM OAK 5-1 GYP. BD.-PAINT GYP. BD. -PAINT B — — — L N .CA .GAOB SIIOAe DOm4mI2T J J AfmB011pb9eELTe)Moxiat (2) 2x8 L F (2) 2x8 J (2) 2x8 BATHROOMS CER nLe CER TIAL MR GYP. BD. -ENAMEL PAINT MR GYP. BD. -ENAMEL PAINT 4 o 1x6H CMtT.MM=.r M.ox T.Duet olAedLArme A-5 LINEN CL05ET5 OAK B-2 GYP. BD. -PAINT GYP. BD. -PAINT 5-12'SHELr EACH CLOSET 18' CONC. N eD A-5 g COAT CLOSETS OAK 5-2 GYP. BD. -PAINT GYP. BD. -PAINT CLO'THE9 POLL 4 1-12'SHE r EACH CLOSET UI Lj (3) 1 314'X 1 1114' L (3) 13/4'X I I 14' LVL J L - - - - - - v 1 1 N 2ND BOOR CORRIDOR OAK B-I GM. BD. -PAINT GW. BD. -PAINT croAr Noun Nr owrmt - - - - - - - - - - - - - -h F DINING ROOM OAK B-I GYP. BD. -PAINT GYP. BD. -PAINT atawN MOIIID M 01Ha! - - - e�p5 C KTTCHDMNING AREA CER TILL Cm TILL MR GYP. BD. -ENAMEL PAINT MR GYP. BD. -ENAMEL PAINT ER - - - - - - 2x8 LEDGER in A-6 PANTRY CTILE CER TILL MR GYP. BD. -ENAMEL PAINT MR GYP. BD. -ENAMEL PAINT ADJUSTABLE SHELVE5 A5 PER OWNER -0 9' 'X7-A'O.II. DOOR - tJ'-0'7CT-0`A1Y. R- - - -I- - - - , - - - - - - - - - - STUDY OAK B-1 GYP. BD. -PAINT GYF. BD. -FAINT GARAGE CONCRETE W VINYL 5/8'PC GYP. BD. - PAINT 5/8'PC GYP. BD. -PAINT - - - - - - - - - - - - - - - - - - - � LAUNDRY CBL TILL CER TIAL MR GYP. BD.-PAINT MR GYP.BD. -PAINT BASEMENT CONCRETE - UNPINIShm UNMN15HED GYP. BD.CEIUNG5 OVER MECH. EQUIPMENT AT CODE-SEE PIAN ATTIC 91T REMARKS - UNRN19HCD UNFINISHED ACCE4.9 DOOR d-0'WIDE, 518"PLYWOOD CATWALK TOOLROOM CONCRETE - 1/2•PLYWOOD _ ° - - o 0 I * 10 A ; U 25'-I O• 4' 3'-10' 3'-2' § 16"- NOTES: _ 1 . ALL INTERIOR DOOR5 511ALL BE G PANEL COLONIAL UNLE55 OTHERWISE SELECTED BY OWNER. I Is o ° v 2. BASE TYPE B- 1 SHALL BE G' COLONIAL WITH SHOE MOULD - 5TYLE AND GRADE A5 SELECTED BY OWNER I I I I 05D " 3. BASE TYPE 5-2 SHALL BE 3 1/2' CLAM511ELL - PAINT GRADE x r J- - , 4'-0'X 4'-0'X T54X4X 8' — — — , UP 1 — 2'-0'CAL. FTG. COL 4'-0' 2 I X3/4 — M ECH r WITH 545 E4 WAY W1 G X 50 X 4'-0'X '-0' X 9 111/2 — — 1 — — — — . LV1 = L 4X I W 12 X 19 AREA 1 TWO CAR GARAGE 5 f5 EA AY u JI - - L WITH6X6, p I _ 4'CONC. SLAB WI X 2-0' I 518' FC GYP. BD. iv N FOOTING 5/8' PC GIG WWF REINFORCING BD. I WALL5 4 CEILING — ti CEIUNG O L — Y OVER G MIL VAPOR BARRIER L Q MECHANICAL CORBEL 2 IN 1 1 1 ti O O or<��X4XI/4' =0 EQUIPMENT 1 1NCRBAN . 1 p SD CO 3 . 4 __ _ o COL ® O I RAILING lD _ HR I L =_ — �I _ J 5'CA5T STONE COPING L - - - - - - - - - - - - - - - - _ r ' ` J I O I AREAWAYS A5 — — — — — — — — — —24' % 12'CONC— — —— — I — 4' CONC. SLAB WITH G)(G, I _ N TOOL 3068 HAUNCH REQUIRED- 4'-O'% 4'-O'X 6J6 WWF REINFORCING TYPE NP OWNEF v 2'-0' L. FTG. 1 I OVER G MIL VAPOR BARRIER 2" - NOTE ROO WITH 45 FA WA FINISHED GRADE o FINISHED SURFACE OF RETAINING WALLS MAY BE CONCRETE COL BEvaI ��� � BRICKaRSTONE FORMUNER PATTERN OR MASONRY VENEER AS DIRECTED BY COL WIT17 4'-6'� 1 r — — — — , J 1 �/ X4'-6'X2'-O' - - -- - - - - - - - -- - - - - - - - - - - - - \�\� BAS Y OWNESELECR TED OWNER FOOTING WITH a W8 10 _ 'W8X1 _ r � � _ W8X10 _ /�� .'• 2-DW o RETAINING WALLS OVER 2'-6" IN HEIGHT SHALL HAVE A SAFETY 545 EA WAY i . 1 I T 3 j/2' COL. WITH — 12 �o� FENCE. L L r - -- - - - - - - - 2'-0'X 2'-(Y X I'$' �a O RETAINING WALLS OVER 5' IN HEIGHT SHALL REQUIRE INSPECTION 2 4' G-2' FOOTING V-IO L - I' V-MA e.18, OF CONSTRUCTION BY A N.Y.S. LICENSED PROFESSIONAL ENGINEER. HIRED BY CONTRACTOR. • 1111r4 (2)2 q_5 \ nN�tm GVM HAVE THE ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WALLS I I • HAVE BEEN INSTALLED IN CONFORMANCE WITH THE APPROVED PLAN l O BASEMENT U Lw •" AND MANUFACTURERS SPECIFICATIONS. 1\ 2468 - 3 - iv o CONCRETE SHALL BE fc' = 4,000 PSI AIR ENTRAINED. — s a I CRUSHED STONE BATH M z o ALL CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATION 301 - F O_ D OF LATEST EDITION SHORT SM OOWtI n TTI � I 3068 I � p ; �•� � CONCRETE RETAINING WALL C SIZE�• SHORT, LR SPACING DOWELS r' - - - - - - - - - - - -•- - - - - - - - - - -�' - - -- - - 7 - - - - J' 1'-0' 2'-8' N4 O 18' NONE y4 O 18' 4-14 N4 0 18' NONE N4 O 12' � — - - J 7_ '}_g• "' 15'-2• N 4' Y-]' J'-J- d4 O 18- NONE N4 0 18- 4-y4 y4 0 18' NONE N4 O 12- 27-4' 24'$' ,-10' L6 " 4 _, � � 5' 2'-2-13'-10-1 N4 O 18' NONE y4 O 18' 4-d4 y4 O 10" NONE N4 O 12' 2 . 6' 7-5' 0 IS- E#4 1 5 ' NONE p4 O 18' 4-N4 N4 O 18' NONE yy45 OO 12- 5V-100 2'53-10' ]' 2-6NONE #4 O 14404 N4 O 14' NONE N4 O 12' 2' '-8NONE y4 0 1 -y4 N4 0 14' NONE N5 O 12'11 CELLAR PLAN W 10' 3-]' O 12. 5-#41 N O 12' NONE ' $ SCALE : 1/4' = I '-0' �I CONCRETE RET/41NING WALL NOT TO SCALE I c r PROPOSED RESIDENCE Young Young Nore' 3 I n4 4PSE oP NEW rp,A FOR DRAWING PREPARED APRIL 5d,2004 400 Ostrander Avenue, Riverhead, New York 1 1901 05D y �S CNAR(Ff F EVAN ELISS =®U SCALE: I JOS No. 2ao9 0317 TOWN OF 5OUTHOLD I Alden W. Young, P.E. 4 L.S. (1908-1994) SUFFOLK COUNTY, NEW YORK Howard W. Young, Land Surveyoro, Thomas C. Wolpert, Professional Engineers A � CELL {R PLAN Robert C. Ta5t, Architect Ronald E. Pfuhl, "t5tered Landscape Architect 7 RAILING AS PER B OWNER A B A 5 A-5 A-5 A /53� 0 A5 10 52'-0` 27-4' 24'-8' SEE SITE PLAN FOR 27-4' 24'-B' CONTINUATION OF STEPS EQUAL EQUAL E UAL _ CONT. RAIL-TYPE AS SELECTED BY OWNER- (2) 2x 10 (2) 2z I O (2) 2x I O MAX. 4'O.C. BALUSTERS CTED BY OWNER- PROVIDE COPPER PIT POCKETS AT POSTS MAX. 4'0.C. BALUSTERS C PROVIDE COPPER PITCH POCKETS AT POSTS C - . 3'-101 6'-4' 7'-O• 6'-4' '-I O' 3'-4• 5'-6' A� 3'-I O' 5'-10' 4'-0' W-O` 5'-10' 3'-10' A6 t I 2X0}16.O.C. 'A WOOD DECKS MUER IRC G 1 6 66 1 � IG I" rmr ICAC I` 1Fr`T rBAL ONY PORCH �, _ 1 PORCH ECK FIN15H A/P ER ) 7 `' COVE D P RCt1 tp oa6 (2) 2X12 046 FWH UE OVER M DIFIm MTABRAN ROOTING 3 n ZD + SO III TW3052 TW3052 7W3052 TW3052 GUE T BEDROOM I (2) 2x 2 (2) 2x12 FWH _ 6 FW( SLR G C i �� `, n �j Lj (2) 2X12 (2) 2X12 m A6 O 4' � 13'-0' 4' -0' 4' § I T-0' 6' iI iI � § § ® MASTER BEDROOM �D O 1 I PSL COL I/4' PARALAM u O ZD xl xIDINING ROOM ° 9D 2868 1D °D b -OAK m.DOR O -BA5EMIXD As SELECTED BY § I O N 14'TJI 250 ®I 6'O.C� N b 't3 'nj Q/ � `7' 2868 o I o I LI 11 - a�F - 0 S m BEDROOM 1 !r UPDCRE UGC �v I (i -u"'� 6' I8'-0' 7-10, 4'AS PER OWNER3'_6• 3�{,• ,4• 2'-2' 4• 14'-6' N r V 4'-0'ARCH .. 3'-6'ARCH LVL FWSu1 7� b _ PULL-DOWN ATTIC STAIRS VERIFY v CLOSET CL N – – – – DOOR CLEARANCE IN RECD BEARING PARTITION O 5 1/4'X 14' PARAIAM PSL – DOUBLE JOISTS EACH SIDE(&-a J " CL m FMII MILLWORK A D 05 /b 2468 24 – – – CLEAN � k m WIDE CATWALK ABOVE) r– – – – – – –1 (2) 2X I O - - — — = PE - -- - - dD 4 — - - - - -- — — N ❑ 1 — — . 4x4 rosr 18-MeAm. tI 3112'X5 Ido'PARAIAM nANTELA OWN 4 , � - 2 X 6 9 � PSL COL MMllii AP OWNER � app ALL POCKET DOORS , I ® _ &-0' 4 O 5'-4• 4' 2._ _ '� t' CAB♦ AM � D a 4' I 1 – ai '_10• 2' N Tn tf ' -T�ntS OCO CL ROOM 6 CL 1 iI 17-0' o �P r , ' o L — — — — — — — ~ 3'-6•ARCH ; PANTRY N �-°D 6 u"• MASTER 1 m -OAK BOOR • F BEARING P ON = _ _ – as s p I 455 B O D sAsAs s�ElECTEGD BY N � § - ® BATH aa�i 2068 BEDROOM 2 r = o OWNER= — TUB 4 PLATFORM Am OWNER DN " BATI1 I _� 1 I N :� BATH EF ib N O 5'-0' Lp 2-6' 7-0' N G• T-0. q. �SD a W 12x 14 5H) T54 x3/8' COL W 12X40 (FLUSH) TS4X4X3/8' L ;5 114'X 14' IM PSL (2) 2X 12 TOILET 2868 - - - - - - - - - - COMPARTMENT e •'\� - 77 - -- --- - 6 FWG6068R FWG60G8L (2) 2X12 x . FACE OF 2nd FLOOR EXr. WALL + D 3015 + TRpAN50M + TRANSOM iI 2- 1032 21 32 EI 2 I 32 TW 104Gz 00 A PANEL UNDER TD T(A3046 TW3046 n A-5 U uU C 00 RAWL SPACE ` iI iI 1 SEE SITE PLAN PATIO PLAN " LA U N D Y - - - ® a 9 4' 5'-8' 11 3'-4' 15'-1 a 5'1 2'o m 6' S'-IdEN 20-0' 0 6' a �P LAYOUT AS x x a5 g SELECTED BY N I N 3 _ , Roof= OWNER m 1 1 A VEW o °� °� I C�� 307(45 5KYUTE A-5 iI WITH TEMP. GLA55'Fit 1 4 SCREEN T54X4X 1/40 COL 3- o 0 032 N TV30 DH 042-20 \ / I d-T I d-6' 6'-3' 3'�(' 15'-8' 9'-0' � —r r 27-W 2W-8' $E23 53 52'-0' '-10' ROOF DESIGN LOAD BB N LOAD LIVE LOAD-- 47 PI LIVE —ND 30 F5F1 (�40 P5F G TUBS) A-5 DEAD LOAD — I O PSr A"5 DEAD LOAD — 12 P5F(37 PI BATHS) SECOND FLOOR PLAN CEIUNG(ATTIC LIMITED STORAGE) $ FIRST FLOOR PLAN SCALE : 1/4' = 1 '-O' LIVE LOAD - 20 P5F SCALE : 1/4' = PI DEAD LOAD – 10 P5F r Young Young NOTE� PR0P05ED RESIDENCE 400 Ostrander Avenue, Riverhead, New York 1 1901 05D D ALL SMOKE DETECTORS TO BE HARDWIRED. ���Df NEW yp+ FOR DRAWING FWARIDAML �` ,as `"""`f� ' EVAN EL[55EOU SCALE, I/4•_ i'-0 G31 -727-2303 Alden W. Young, P.E. 4 L5. (1908-1994) TOWN OF 50UThOLD: �� JOB NNo.: zoos oan JOB ..JLo ncC orn neeU z aws !h Alden W. Young, Land 5urveyor SUFFOLK COUNTY, NEW YORK Thomas C. Wolpert Professional Engineer R Rob Test, LandArchscape ( u� IRST AND SECOND FLOOR PLAN Pfuhl, R Ronald E. Registered Lands stered cape Architect` ���� II BRICK CHIMNEY AS SELECTED BY OWNER ARCHITECTURAL SHINGLES OVER ' 300 FELT- PROVIDE ICE 4 WATER SHIELD AT PERIMETER 4 VAUZ 5 CONTINUOUS RIDGE VENT (TYPJ II ARCHITECTURAL z g SHINGLES OVER 300 I I I I FELT- PROVIDE ICE PERIMETER 4V AALLES I I I I 12 CONTINUOUS I 8 COPPER STEP i I FLASHING (TYP.) 5' ALUM. GUTTERS 5` ALUM. GUTTERS AND 2'x 3' LEADERS PORCH DECK FINISH AM AND 2'x 3' LEADERS I k 8' ALUM. CLAD 1 I OWNER NERANE ROOFING FRIEZE ) j I I k4'ALUM. CLAD I I I TRIM (IYP.) I VINYL CLAD CEDAR OR PVC CEDAR OR PVC / \ / \ / \ RAILING A5 PER WINDOWS (TYPJ RAILING AS PER ® ® ® ib ® DECKING A5 OWNER PORCH DECK FIN15H y 12 NP OWNER OVER 3 PER OWNER DECKING AS MODIFIED PER OWNER MEMBRANE ROOFING SECOND FLOOR SECOND FLOOR SUPPORT BRACKETS - — STYLE AS SELECTED ® � BY OWNER 4' VWYL CORNEREHB - I k4'ALUM. CLAD BOARD (TYP.) TRIM UYP.) PEROCOLUMN AS ® ® ® ® r7o ® ® ® ® VINYL WS '? `9 VINYL ! HOUSE ® PEROCOLUMN AS PER OWNER WINDOWS .) a a 4YVEK' HOUSE PER OWNER — — WRAP-TYPICAL VINYL SIDING OVER + 'f1NEK' HOUSE POUNDA ON WRAP-TYPICAL FFM PRE55URE TREATED STRINGER 4 POST WITH WALL AND 2k I O'CEDAR TREADS FIRST FLOOR FIRST FLOOR FOOTING GRADE VARIES 36' PROTECTIVE RAILING STYLE 4'VINYL CORNER GRADE VARIES II I A5 SELECTED BY OWNER BOARD (T1P.) 1 IIIL JI III L — � I1IL--Jl11I i i i i 1 1 BRICKLEDGE 4 1 II b iP PROVIDE AREAWAYS AT 1 1 CORBEL MIN. 8' CULTURED STONE — A BASEMENT WINDOWS OR 1 BELOW FIN15H GRADE I 5CMN7 I OVER FOUNDATION b' 1 ADJUST GRADE As REQUIRED POST FOOTING 8' DIA. CONCRETE WALL CALOR AND L II 1 1 POST FOOTING STYLE A5 PER OWNER — J GARAGE 5LAB BASEMENT SLAB _ r _ _ _ _ '-I - - - - - - - - - - - - - - — = - - - - - - - - 3&(FY —�-- - - - - - - - - - - -- -- - - - - -- -- - - -- - Z _ I - 1 LIZ L - - _ - - - _ _ -- - - - - - - - -- .-- - - _ _ - - - - -- _ L - - - - - - J - - - - - -- - - - - _ _ - - CONCRETE FOUNDATION STEP FOOTINGS, MAX. I VERT/2 HORIZ. - MAINTAIN L _ —1 I I — Tl � WALL AND FOOTING FOOTING BOTTOM ON UNDISTURBED SOIL OF J1 J i0 SUITABLE BEARING CAPACITY - - - - - - - - -- - - - - - - - - - - - - - - - - -- --- - - 'k NORTH ELEVATION EAST ELEVATION SCALE : 1/4' = P-O' SCALE : 1/4' = P-0' BASEMENT CALCULATIONS STORY ABOVE GRADE A BASEMENT SHALL BE CONSIDERED AS A STORY ABOVE GRADE WHERE THE FlNI5HID 5URPACE OF THE FLOOR ABOVE THE BASEMENT 15: I. MORE THAN 6 FEET ABOVE GRADE DIANE. REPOSED EASEMENT 903.23 5O. FL. , 6'-0` > - GRADE PLAN E-d > - 4.64' O.K. BASEMENT PERIMETER 194.GT 2. MORE THAN 6 RET ABOVE THE MNI5HED GROUND LEVEL FOR MORE THAN 50%OF THE TOTAL BUILDING PERIMETER 84.25' PERIMETER ABOVE G-O' 50% > x 100% - 43.28% O.K. 50% > X100% 194.GT I TOTAL PERIMETER $� 3. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. FIR5T FLOOR ELEVATION - MNI5HED GRADE < 12.d 102.5'-93.d - 9.5' < 12,d O.K. 4. NO MORE THAN 50%OF THE BASEMENT 15 TO BE BW05ED. '\ AREA OF 5CF05ED BA5MENT 50% > 903.23' x 100% - 48.8% O.K, 50% > X10016 1849.34' \ TOTAL AREA OF BASEMENT ! r PROPOSED RESIDENCE Young Youngts of NE1y Y FOR DRAWING MrAR® Awad 2004 91 $g 400 Ostrander Avenue, Riverhead, New York 1 1901 y4 Vit' `°•� EVAN EL155EOU scATE. v4•- r•v JOB NO 2003 0317 631 -727-2303 I TOWN OF SOUTHOLD DWG.. •••wcDnr .e+e Aldan W. Young, 4 L.5. (1908-1994) {�� SUFFOLK COUNTY, NEW YORK Howard F.E.Young, land Surveyor Thomas C. Wofolpert, ProFessional Engineer 'r fft `w�' NOIZTti AND EAST ELEVATIONS Robert C. Tast. Architect AMY Ronald E. Pfuhl, Registered Landscape Architect 00 CEMENT WASH BRICK CHIMNEYL5rID 13Y OWNER ARCHITECTURAL OVER 300 FELT I ICE♦WATER SHCONTINUOUS RIDGE PERIMETER•VAVENT CONTINUOUS RI1 Z ARCHITECTURAL SHINGLES iv f OVER 300 FELT- PROVIDE I ICE ♦WATER SHIELD AT 4 PERIMETER♦VALLEYS 12 CONTINUOU5 COPPER 8 w STEP FLASHING (TYP.) 5'ALUM. GUTTERS AND 2'x 3' LEADERS j 5'ALUM. GUTrER5 AND 2'x 3' LEADER5 IN 8'ALUM. CLAD VINYL CLAD FRIEZE (TYP.) WINDOWS Mr.) I — — — — — — — — — — — 4' VINYL CORNER CEDAR OR FVC:RAILING AS PER BOARD (IYP.) ® � ® ® ® OWNER ® VINYL SIDING OVER 'TYVEK.' HOUSE Ik4'AWM. CLAD DECKING AS WRAP-TYPICAL a TRIM Wm.; PER OWNER 15x4' AWM. CLAD VINYL CLAD TRIM WINDOW'' (TYPJ � ' SECOND FLOOR 12 — — — — — — — — — SECOND FLOOR — — — — — — — — — �3 4'VINYL CORNER SUPPORT BRACKETS - BOARD (IYPJ VINYL 51DING OVER ® ® ® SME AS SELECTED O 'TWEK' HOUSE ® m BY OWNER WRAP-TYPICAL b i SUPPORT BRACKt-f5 SME AS SELECTED FIRST FLOOR BY OWNER — — — — — — FIRST FLOOR - I — —CORBEL BRIGK TO — — — — — — — — PROJECT 2' PAST FACE CULTURED STONE I OF BUILDING WALL A OVER COLORATION L CULTURED STONE WALL COLOR AND I I b OVER FOUNDATION SME AS PER OWNER — WALL COLOR AND ER I STYLE AS PER OWNJ I I I BASEMENT SLAB GRADE VARIE� - I I I fl r - --- - - - - - -- -- - - - - - - -- - - - - - -- -- - - - -- - - - - - L- -j _ - - - - tj C) r — + — J STEP FOOTINGS. MAX. I VERT/2 HORIZ. - MAINTAIN s — —i_ _j FOOTIG BOTTOM ON UND15TURBED 501L OF CONCRETE 'jc - - - - - -- - - - - ----- - - - - - - J SUITABLE BEARING CAPACITY § r - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - -- - - - - - - - - -- - - - - - - FOUNDATION - - - - - - � I L - - - - - - - -- - - - --- - J WALL AND CONCRETE FOUNDATION - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- -- - - - -- - WALL AND FOOTING FOOTING SOUTH ELEVATION ! WEST ELEVATION SCALE : 114' = P-O' SCALE : 114' a P-O' r 8� w � I Young .Young PROPOSED RESIDENCE 400'05trander Avenue, Riverhead, New York 11901 'f NEW FOR DRAWING F.� AML 302004 631-727-2303 rout ""«!!�k EVAN ELI55EOU 5CAM U4- 1'-0' G. "NO.: 2004 0317 Alden W. Young, P.E. t L5. (1908-1994) $ TOWN OF SOUTHOID DWG.: ...w,B„ct a Howard W. Young, Land Surveyor SUFFOLK COUNTY. NEW YORK 4" -� Tho"m C. Wolpert, ProfemionaI,Engineer Robert G. TaSt, Architect p Hli� E SOUTH AND WEST ELEVATIONS Ronald E. Pfuhl. Regiptered Land5ape ArchltlCct 0 0/[� I f CONTNUOUS RIDGE VENT ARCnTTEClURAL CONTNUOU5 RIDGE VENT ARCHITECTURAL S LSTA ROOF SHINGLES 51MP50N L5TA ® ROOF SHINGLES 16'o O.C..O.C. 30M PELT PAPER 16' O.C. 30I FELT PAPER 2x 12 RIDGE YR' DnRIOR GRADE 5HTATHING 2x 12 RIDGE `Yz' EXTERIOR GRADE SHEATHING ' 2x6 COLLAR TIES AT 16' O.C. / 2x6 COLLAR TIES AT 16' O.C. 12 12 8 9 1/2' FG INSUL. R-30 MIN. 2'AIR 8 SPACE AT ROOF ATTIC ATTIC 9 I/2• FG INSUL. R-30 MIN. 2'AIR 8'-O'WIDE x 5/8' 4'-0'WIDE x 5/8' SPACE AT ROOF PLED CATWALK 51MP50N H2 ® I G' O.C. PLYWOOD CATWALK I 51MP50N H2 ® 16' O.C. C.J. AT 16' O.C. _ , 2x 10 C.J. AT 16'O.C. ,, Y :,i ,d, t, .r f ''°""" ' IxB ALUM. GLAD FACIA 2x8 G.J. AT 16' O.G. jBOARD ,"° :, •.�� ' ,�, . . .r , , :, t Ix8 AWM. CLAD FRIEZE Y,GYP. BD. BOARD VINYLI x8 ALUM. CLAD FACIA BEDROOM BEDROOM r `IYVE SIDING OVER CONT. COPPER FLASHING BOARD T WRAP-' nousE MASTER BEDROOM FINISH FLOOR AS PER � WRAP-rrPICAI � 12 � MAASTER BATHROOM r 1x8 ALUM. CLAD FRIEZE OWNER ! 4W PLYWOOD SUB-FLOOR, 3 FINISH FLOOR AS PER BOARD OWNER VINYL 51DING OVER SECOND FLOOR NAIL AND GLUE V PLYWOOD SUB-FLOOR, 9YVEK' HOUSE SECOND FLOOR NAIL AND GLUE WRAP-TYPICAL ' FG. INSUL N 5#'x I IYi 2.0EP51. 19 f �! O O ' RADE PLOR ! V GYP, BD.J - - GREAT ROOM r H ATHINGSTUDSAT a ` r 1 ' O.C. KITCHEN HALLWAY a FINISH FLOOR PER DINING ROOM r OWNER E — rp MN15H FLOOR A9 PER 3'4 PLYWOOD 5 TiFLOOR, FIRST FLOORNAIL ANDGLUE § OWNER �l [ 1?' n r ,-„r' FIRST FL "" . F. , '> = „1�'JJ �v {T,T;ii ,•: rr:; 6'r%r7CF: '.0 ''� , „ �4 PLYWOOD SUB-FLOOR. NAIL AND GWE 6' FG. INSUL R 19 5/e EXTERIOR GRADE PLYWOOD SHEATHING +' O L�NRED STONE 2x6 STUDS AT 16'O.C. 9 1/2' FPG 'WSUL R-30 I FOUNDATION WALL tl� 9 I/2'FG 15U R-30 COLOR AND STYLE AS PCR OWNER 5/8' PC . BD f BASEMENT FINISH 11 OOR AS PER WALLS*C UN GARAGE OWNER BASEMENT FINISH R A 5 PER 4' CONCRETE SLAB WITH OWNER 6x6 10/110 WWF REINF. LAB W CONCRE1 7 51.0,13 WITH i BASEMENT SLAB 6xG 10/1D 1 VWF REINP, 6 MIL VAIPOR BARRIER r—12'CONCRETE FOUNDATION G' FOROIU5 FILL 6 MIL VAPOR BARRIER A SECTION � � A-5 SCALE : 1/4' - V-9 A SECTION 6• POROUS FILL A-5 SCALE : 1/4' I 8, I ' YOU66J Young 400 Ostrander Avenue, Riverhead, New York 1 1901 PROPOSED RESIDENCE �'tE OF NEW Y� FOR iCS DRAWING rRRARID MUL'J0.20D4 °+�'' `NAR``'• EVAN EL155EOU 63 I 4 L 303 JOB N W'. r7 .aeNo.: wos 03 17 Alden o rd W. F.E.'P.L:. , L n 5umocy 19941 TOWN OF SOUTHOLD DWG.: ...K•=Tk.dDr,.., 5.d" � Howard W. Young, land Surveyor SUFFOLK COUNTY, NEW YORK Thomaa,C. WglpC. Task Archite Engineer f SECTIONS Q Robert C. Test. Architect E O Ronald E. Pfuhl "etered Landscape Architect 1 � 1 4 -, ': �,�,;,I , I � , ,I I F f��,�� , I , ., � � T � I F,.�1% I , , ,f, , IF- I I I 1�11 � - I 1111- " .,�,;TfINfit, ,, f,i,AlpNi, �,"",1'iffiii'f,� � ff!�INNI` � F ,,,'? ,Vi I ,Frl�, ,I. . 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I � 1. _.,- - - - -- pi - I -I - I I 1, I . �111 �l,"",?VFRI pal -�.1414 ... I SELF SEAL ADHESIVE ON "NI' EGPE55 WINDOW SCHEDULE (ALL SLEEPING ROOMS) FLOOR AREA BACK '1 NAILING SCHEDULE (EXPOSLIRE "B°) FLOOR ROOM NAME REQ'DCLEAR OPENING PROVIDED (S.F.) NAIL GUIDE LINE BASEMENT AREA: +a of NAIL SPACING SECOND 14"-15" 1r IF -T BEDROOM 1 5.7 14'7 _ - JOINT DE5CRIPPON coMMON NaLs aox NAILS GARAGE: 667 S.F. . - -- " \/- TP- - -TF—- -'IH 50LID BLOCKING'Q SECOND BEDROOM 2 5 7 5'7 BASEMENT: 1 ,240 E.F, 1 3/8"-7/ 6"0 ZING COATED I I I I I I I ;11 ROOF FRAMING b3 .ed 3 nd FER RnfrfR SECOND MASTER BEDROOM 5.7 14'7 = ROOFINGMOOiHOSR ANK IJOINT IN PLYWOOD RAFTER TO TOP Pure DOE NAIUEDI FIRST FLOOR AREA. CEILING Jols TO TOP Purr:HOCNAILED) s-nd 3- lOd Pr.RJas " APPROVED EQUAL CLIMATIC B GEOGRAPHIC DE51GN CRTIERIA LIVING: 1,516 S.F. iTr CEILING J015T TO PARALLEL NAfreR(EACE-FAILED) HEEL JO'HO 22- Ise 22 906 RAFTER 5Inre, V 2 3'-0" 5 5/8" NOMINAL UNEXPOSED / n- 16d 17-god wgArFER 1cE snDLD SECOND FLOOR I 4THROUGHT BOTH LAYERS I I I I y DABLE 3.71 4:12 GROUND WIND 5EISMIC SUBJECT TO DAMAGE 8Y DNOERIAY- FLOOD 5:12 N- IGd 14 And EACH LAP SNOW (5PEED IN DESIGN DESIGN MEM HAZARDS T12 ID- I6d 10-406 WEATHER- FRDSTLINE FERMUE DECAY TEMP. REQUIRED LIVING: 1 .5245.F. I II I \ bd NAILS @310.0. 9 T2 ANDGREATER A I6d A-4od I, LOAD MPH) CATEGORY ING DEPT„ I I I I 1186 NAILS @ 6" Q.C. CEILING J015T TAP50VER PARTITION EALBNA1UD) WAPER MOD TO MODERATE RAFTER SLOPE. 3.12 22- IGd 22 40e 1' 45 PSF IID R301.2.2 SEVERE 3'-O' HEAVY MODERATE ' TOTAL FLOOR AREAS: 7 ROOF SHINGLE NAILING DETAIL rtnelF 371 anz :7 IGd n awJ TOTAL: 5,3475.E I H 1 1 a 5 12 14- Ed 14 4t)d EACH IFP -- 8d NAI:5 @ 6"O.C.712 IO- 16n 10 And G- I SCALE : NONE _ II II II I ' II 9 12 AND GREATER O- I6d 8 40d Il - 11 . _- Il. __ _ _l,- _. __ ::-IL . couuTH'ro enrTeTc(PALE-NNIEm 7 1od 7 Izd PRESCRIPTIVE DE51GN LIMITATIONS: RAFTER SLOPE. 3.12 SOLI (TABLE 34) 412 6 1od 6- I2d PFR T1e LINE OF FOUNDATION 5 12 4- 10d 4- I2d ATTRIBUTE LIMITATION BEFERENCt 5EE PROPOSED WALL 612ANDGRL'AIER 4 IOd 4- I24 SECTION FIGURE /'10 - BLDLmNG rD RAFTER(IUe.NA11ED1 2.06 2-',Dd „END NUMBEROF5TOwF5 3 I3.1e 2 I O TYPICAL PLYWOOD NAILING PATTERN 2 IGd 3- 1 EACH END FLOOR SYSTEMS EXTERIOR WALL STUDS /I -) wM BOA RD To RAFTER(ENO NAILEDI 29 3.19 zc zlb w REFER TO PLANS FOR SIZE / G- I SCALE NONE " WALL FRAMING wMazR J015T SPAIN 26' 3 1'3'2a IG'4- # SECTIONS FOR SPACING3 13 21, - Iwe„w d.A WALL UTIEUM JOIST SPAIN FLOOR JOISTS 6" 3'-O" TOP Pure ip TOP PLAre(FAC¢-Nn1LLU1 �woc Al rrN¢arr, 2 '16e ' 2- 1 d ' PfR FOOT CANTILEVERS/SEIBALK-SUPPORTING LOADBEARING5HEAJPWALLOR NON 50EARWALL p- 3.I 32c 21a,d WA CANTILEVERS-SUPPORT ING NONBEARING S„FARWALL OR NON-SHEARWN.L Ll4 A REFER TO FLOOR PIANS 5/8° 0 ANCHOR BOLT TOP PlATf9 P11NTERNBC'TION5(FACE-NAILED) 4- 166 5 IE<je 101M5 EACH 510[ , CANTILEVERS I SETBACK-SUPPORTING LOADBPP)BNG SryEARWALL 4D 3.1936 2.Ige WA FOR 512E # SPACING Z ' @ 3' O” KL., 'sTIID To sruD(FACENATO) 2-I6e 2. 14d 24'0 C. D 3.13.2d 1.3 WA _ _ _ - FLOOR VERTICAL FL DOR O1 F5ET N HEAD4'R TO HCAOfRIF,MCE-W11LE01 166 16A 16'OC ALONG EDGES DIAPHRAGMS FLOOR DIMHRAGM AEMU RATIO 4.1 313.2E 16 1.7:1 _ EXTERIOR WALL STUDS FOOD R DIAPHRAGM DPFNING LEss or 1 1 oR 3 1 3 21 1 1 WA ^� - REFER TO PLANS FOR SIZE# 2 IGd FER 2N 91Uo 50%OF'DIMtN'ION lf1 TOP OR BOTTOM PLATE To STUD TENDNAILED) 3- I6d PER ZG STUD ❑ SECTIONS FOR SPACING - WALL SYSTEMS I❑ WTTpA PLATE AnUP OR JgSTHITO lANLI P C'.1CR PLUCKING 2- 166 2- I PERFWi • IrAee-ummm 1nAseD ON suurnwG xuaD®s o c a raxrl fOGPJ FLOOR JOISTS WALL ETUDE LOADBfNPJNG WALL HDGYIT 1a 3.133a 9'a 2' MN. F LO O R F RAM I N G ^ NON-IAAD5 ARING WNUONGHI za REFER TO FLOOR PLANS FOR SIZE WALL STUD SPACING 24" 31336 16" _ # SPACING JOIST To 51D_TUP FUTE OR ORDER(TOE-NAINE 4�86 4 od PERJOIST q' 3135c 12 WA Q SLOTTED `YP.) E 5HEARWAIJ5 5HEARWALL PLAN CLF'5EI " BRIDGING TO J015T ROE-Nn1LP01 2-86 2- mJ EACH END gryFARWALL SEGMENTS!SPECT RANO 3 1/2:1 3 1 33= 15 3 46:1 O WASHER(TYP.) ROOF SYSTEMSCONCRETE BEAM ". BLOI TO J0151 DOE NI 2-Bd 2 1 D EACH END H) CON CR ETEFOUN DATION REFER TO PLANS FOR SIZE 6„ `O REFER TO PLANS FOR BIDCNNGT09LLOR TOP FIATS DOE-Nn1LE01 3 I6d 4 Cd EACH BLOCK LUMBER RAFTER SPAN(HORIZONTAL PROJECTION) 26' 313.4a 16' RAFTERS RAPTtR 5PAONG 24' 3.1346 - I6' CONCRETE FOUNDATION 3' SIZE - V LEDGER SiwPTOOEAM LEASENAILED) 3 16d 4 I6d EACH LOST OVERHANG LENGTH 155 OP 2'OR RAFTER —7134c 21T Is' REFER TO PLANS FOP 512E LINE OF DOUBLE 2x6 LENGTH LIE 1" 3' JOIST ON LfDGfR 10 BEAM(TOE-NNDOT / 3-8d 3 IDd PFRJO15T ROOF SLOPE FLAT- 11212 3 ) 3Ad 8.12 5/8" OANCHOR BOLT I❑Q SILL PLATE BAND JOIST 10 JUST(END.NA'LEDI I 3 1" 4- I6d PERJDSI ROOF RODE DIAPHRAGM ASPECT RATIO 41 3134c 1.6 151 BAND J015T TO SILL OR TOP PLATE(TOE-NI 2 I6d 2 'Gd PER FOOT DIAPHRPGMS ROOF 5 H E A T H I N G 'E%GPPTIONS.MP%1MUM Lin EOR LANII£VER SUPPORTING ONLY A ROOF INIIH ASEAN Of 26 FEET OR LESS 4" STWICIURAL rnx[LS. PANEL TMERMED1AlE f1AB1 CID ) EDGES SUPPORTS 4 ANCHOR BOLT SPACIN E 3 INTERIOR ZONE Ad HOT 4- 6' _ - _ / _ PLRIMETEREDGE 20 NE ad Ion 4' 9' \ EXTERIOR WALL STUDS G- I SCALE : NONE BEAM GABLE ENDwuL RAKE WIT LOOKOUT BIOCK ed ton 4' 4' REFER TO PLANS FOR SIZE # REFER TO PLANS FOR SIZE CEILING SHEATHING SECTIONS FOR SPACING - STEEL SHIMS FLOOR JOISTS EXTERIOR WALL STUDS / ' - r,TPsum WALLBOARD sd coOLERs se L Rs 7'EDGE/ Ia BO° 51MP50N HTT22 TYP @ ALL REFER TO FLOOR PLANS FOR SIZE REFER TO PLANS FOR SIZE # CONCRETE FOUNDATION WALL 5 H E A T H N G,1 OUTSIDE CORNERS # SPACING SECTIONS FOR SPACING REFER TO PLANS FOR SIZE STRUL1URnL PANfL INTERMEDIATE I I BEAM POCKET enxeLSmnROBOARo EDGES 5UPPORT5 32-1 Ga COMMON NAIL5 DAaF 3e1 1NrER1olR zoxE ee and 6' 'e' 13-I Od COMMON NAILS TOTAL G- I SCALE : NONE 4 EDGE ZONE ed Ind 6' 13' FLOORJOISTS L STEEL COLUMN REFER TO FLOOR PLANS FOR SIZE # REFER TO PLANS FOR SIZE SIMPSON L5TA36 WRAPPED rofN OARD PmNT5 SPACING �I16, Gd-. - 3'EDGE I G'eleLD CONCRETE SLAB (4) 3/d' 0 x 15" LONG AROUND DOUBLE SILL PLATE @ ' 3'EDGE)G'HELU ANCHOR BOLTS REFER TO PIANS FOR THICKNESS I 16" O.C. GYPSUM WALLBOARD SLOOLeR5 SCOODR5 7'EDGE ICPFTUO I # REINFORCEWG 1 O" x O"x3/4 BASE PLATE ��� EXTERIOR WALL STUDS zsrd2• Aa' FLOOR 5HEATHIN ,G 5/8" 0 ANCHOR BOLT 8" MIN - sreunuRAL PMIFL9 EMBEDMENT I'DR Lf55 Od Otl 6TUGE 112'fIEIO - 2-I Od COMMON NAILS @ EACH PLATE CONCRETE FOOTING REFER TO PIANS FOR SIZE# CONCRETE FOUNDATION SECTIONS FOR SPACING REFER TO PLANS FOR SIZE .NAILING NOTES REFER ro PUNS FOR szE CONCRETE FOCTING NOTE: REFER TO PLANS FOR SIZE I . NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" •E%CEFTIDN5: MAXIMUM LAS DECK JOIST ON CENTER AT THE PANEL EDGE. IF WALL SPIEATHING IS NAILED 3" - FOR CANTILEVER 5UPPORTING '`- - REFER TO PIANS FOR ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR ONLY A ROOF WITH A SPAN OF II SIZE # SPACING CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 2a FEt7 OR IE55. SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL*5hfATHING 15 CONTINUOUS OVER CONNECTED 2 CORNER HOLDOWN 5 INTERIOR COLUMN FOOTING CONNECTION 8 FOUNDATION WALL/ FLOOR STRAPPING FLOOR JOISTS MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE i G- SCALE : NONE PERMITTED TO BE REDUCED TO I - I Gd PER FOOT. G- I SCALE : NONE G- I SCALE NONE REFER TO FLOOR PLANS FOR 0 LAG BOLT # SPACING 3. CORROSION U515TANT I I GAGE ROOFING NAILS AND 16 GAGE @ i 2" D.C. STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL CONCRETE FOUNDATION REQUIREMENTS. 51MP6�ON U210 REFER TO PLANS FOR SIZE HCR. 16"O.C. 4. ALL QUANTITIES ARE BASED ON I G" OC SPACING FOR RAFT�RS, JOISTS AND STUDS: 5, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF /'12 LEDGER BOARD CONNECTION THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROD PEAK. 1 THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIRE ENT5 - EXTERIOR WALL STUDS _ -- G- I SCALE NONE SHALL BE T PE ; REFER TO PLANS FOR 5112E # SEC ION5 FOR SPACING 4x4 WOOD POST ROOF RAPPER CEILING JOISTS 1 G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 1 REFER TO PLANS FOR SIZE# - FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE ISED. 1 � DECK JOIST SPACING _ � � I REFER TO PLANS FOR SIZE # CON 'c SPACING ----- -��-- CONTINUOUS RIDGE VENT ti 51 MESON 0520 @ I G"O.C. 51MPEON 0520 @ I G" O C. 1/2' 0 THRU BOLTS 3" MIN. y 8-8d COMMON NAILS IN EACH END = '� OF STRAP MIN. N FA F ROOF RAFTERS FLOOR JOISTS REFER TO FLOOR PLANS FOR SIZE # HEADER 6-i 6d COMMON NAILS @EACH HEADER m . REFER TO PLANS FOR 5117E @ - o SPACING REFER TO PLAN FOR SIZE SIDE . REFER TO PLANS FOR SIZE SPACING I - 5IMP50N H2 @ I G: O C. - 11; � SIMPSON HH @EACH END _ 'S z SIMPSON PB44 5-8d COMMON NAlILS m b P05T BASE TOTAL NAILS A5 PER 1 NOTE: @ EACH END RIDGE STRAP MAY BE SUBSTITUTED MANUFACTURER -_ FOR 2x6 COLLAR TIES IN UPPER I/3 CONCRETE FOOTING WOOD POST L OF ROOF O 16"O.C. 4-8d COMMON NAILS @ EACH END REFER TO PLANS FOR 51ZE EXTERIOR WALL STUDS -- ,Vn--- REFER TO PLANS FOR SIZE REFER TO PLANS FOR 512 OF STRAP MIN. SECTIONS FOR SPACING E# - C EXTERIOR WALL STUDS _ __ _ REFER TO PIANS FOR 512E # V --- -�,(^• - -- E SECTIONS FOR SPACING - 3 SPANDRAL STRAPPING 6 POST/JOIST CONNECTION 9 RAffER/T0F PLATE STRAPPING 1 3 HEADER/POST STRAPPING I RIDGE STRAP G— I SCALE : NONE o G 6 SCALE : NONE SCALE : NONE G- I SCALE : NONE G- I SCALE : NONE PROPOSED RESIDENCE 1E OF NEW y FOR DRAWING PREPARED APRIL 3D 26!)4 Young Young 400 Ostrander Avenue, Riverhead, New York 1190 b�.dt C""h4�� EVAN ELISSEOU SOME! v4DS 31 G31 -727-2303 1 h SUFFOLK COUNTY, NEW YORK doe No 2nD9osn' s TOWN OF SOUTHOLD DWG": YoritN tDra .Os%-I.Gwg 1 ,G Alden W. Young, P,E. # L5. (1908- ) 994) - Young', Land Surveyor 9' 1 GENERAL INFORMATION; Howard W Thomas C. WolpeTt, Profe5sonal Engineer xs a Robert C. Ta5t, Architect oRonald E. Pfuhl, Regl5tered Landscape Architect - I