The URL can be used to link to this page

Home My WebLink About31279-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31470 THIS CERTIFIES that the building NEW DWELLING Date: 03/06/06 Location of Property: 210 SOUNDVIEW AVE PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 74 Block 2 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated Building Permit No. 31279-Z JULY 12, 2005 pursuant to which dated JULY 14, 2005 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 ATTACHED GARAGE. PORCH & WOOD DECK AS APPLIED FOR. The certificate is issued to GEORGE & LORRAINE FREDRICKS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0185 02/24/06 ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 6945 01/17/06 01/30/06 GEORGE FREDRICKS ho ized/signature Form No. 6 72 y ,? Op TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 SS j 2 AP LICATION FOR CERTIFICATE OF OCCUPANCY This application must lxi�,�y 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 $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. 21Z /0 6 New Construction: Location of Property: 210 House No. Owner or Owners of Property: Old or Pre-existing Building: _560nwurrrJ .9rP Street Suffolk County Tax Map No 1000, Section Subdivision N (check one) /q6cOgiC' Block 60 n Z Lot DD ? Filed Map. Lot: Permit No. 3l Z i 9 Date of Permit. %—/ Y o $ Applicant: cee_ 4 P � cee ic/ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ZS vU 3)qf 0 Underwriters Approval: Final Certificate: 1/ (check one) Applicant Signature Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches, New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 6945 Date:1/17/06 Issued to: Gendot Homes Address: 210 Mill Rd Village: Peconic Introduced By:: DeLane Electric License4:4354-E was examined and approved up to the above date and was in compliance with the NEC AkEl 1stFloor❑x ResideriidEl Pod Det Garage BasernentEl 2ndfloor❑O Corrmerdal Hot Tub Addition Switches Receptacles Fixtures G.F.I. Range Hood Smoke Detectors 200A 1 Other Equipment: 34 48 29 5 1 7 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 1 1 1 gas 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 4 1 Meter Amps Phase Motors I 1'oireic%nb This certificate must not be altered in any manner 200A 1 Other Equipment: 1 -Zone A/C Out Res Yet z Town Hall, 53095 Main Road f/ Fax (631) 765-9502 P.O. Box 1179 y�O1 �aO� Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /-,?0- a & Building Permit No. 31Z- % Owner: 6eol P (Please print) Plumber: 6Pd/QP (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Sworn to before me this t-. , �iay of Um , 20 66 1 t Notary Public, MELANIE DOROSKI NOTARY PUBLIC, State of New York No. 01D04634870 Qualified in Suffolk Coun y� Commission Expires September%Q_�,t/ County 7 (Plumbers Signature) 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. 31279 Z Date JULY 14, 2005 Permission is hereby granted to: JAMES D PAPPAS 10 ADAR LANE EAST NORTHPORT,NY 11731 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 210 SOUNDVIEW AVE PECONIC County Tax Map No. 473889 Section 074 Block 0002 Lot No. 009 pursuant to application dated JULY 12, 2005 and approved by the Building Inspector to expire on JANUARY 14, 2007. Fee $ 856.50 ORIGINAL .ev. 5/8/02 Date: January 30, 2006 To: Southold Town Building Dept. From: George Fredricks Please be advised that as of spring in 2006 I will be doing extensive landscaping on my property located at 210 Soundview Rd., Peconic NY 11958. I am waiting for the ground to dry before I start the lawn, gardens, sprinkler system, walkways and driveway. Thank you for your cooperation in this matter. Respectfully Sub d /George Fredricks TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION DATE `� INSPECTOR f`� 3/�772�7 TOWN OF INS 765.1802 DEPT. ZI [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/ STRAPPING [1,1 FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATEINSPECTOR ):�4 3)2-772-7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l 0 � DATE r3� OS INSPECTOR '�y- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [� FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE 02- - i INSPECTOR 3p-77 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION L�[J FRAMING/ STRAPPING [ ] FINAL [ ]�] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i /. , DATE /0 INSPECTOR 3 / a-- 7 9 z- 3 1,3 o 6 313°6 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE 7J/ -S-, 0�5- INSPECTOR ,�h 2,7? -e- 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION L. DATE INSPECTOR 3 /2L7%z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: "p ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION r , u 0 DATE �� INSPECTOR 3 I �-79z 765.1802 BUILDING DEPT. INSPECTION [X FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION -,r- – -r–_ — I , f`...r n .. V .. U . _ Irl _ .. "� DATE _ oS INSPECTOR 's TOWN OF SOUTHOLD PROPERTY RECORD CARD - / AP -- L M_ k pec. vvr��n Z Irccci L� VILLAUL UIST. SUB. LOT ORMER OWNER N E - s e p ACR I S , W r TYPE OF B UfLDING RES. SEAS. VL. 3// FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS �o 6 0 o i0 7 z' io a 3 0 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD /o L Meadowland DEPTH 3 o i1 House Plot BULKHEAD otol All State Abstract Corp. 52 Broadway. , Greenlawn, NY 11740 (631) 261-7111 FAX:(631) 261-7140 Bill To Dennis M. Reiss, Esq. 67 Randall Rd. P.O.Box 567 Wading River, NY 11792 Invoice Date Invoice # 7/8/2005 9440 TITLE NO. REP YOUR FILE # SS8630 RL Item Description Rate Amount Single & Sepa Single & Separate .Search -Premises -210 Sound Ave, Southold, NY -Pappas 225.00 225.00 Total $225.00 All State Abstract Corp. 52 Broadway , Greenlawn, NY 11740 (631) 261-7111 FAX:(631) 261-7140 Bill To Dennis M. Reiss, Esq. 67 Randall Rd. P.O.Box 567 Wading River; NY 11792 Invoice Date Invoice # 7/8/2005 9440 TITLE NO. REP YOUR FILE # SS8630 RL Item Description Rate Amount Single & Sepa Single & Separate Search -Premises -210 Sound Ave, Southold, NY -Pappas 225.00 225.00 Total $225.00 ALL STATE ABSTRACT CORP. 52 Broadway, Greenlawn, New York 11740 (631) 261-7111, (718) 352-4493, Fax (631) 261-7140 Agents For: First American Title Insurance Company Fidelity National Title Insurance Company Chicago Title Insurance Commonwealth Land Title Insurance Company Stewart Title Insurance United General Title Insurance Company Washington Title Insurance Dennis M. Reiss, Esq. 67 Randall Road P.O. Box 567 Wading River, New York 11792 Title # : SS8630 Purchaser/Borrower: Seller/Borrower: James D. Pappas Premises: 210 Sound Avenue Southold, NY County of Suffolk Lender: All State Abstract Corp. (631) 261-7111 52 Broadway -Suite 4 Fax: (631) 261-7140 Greenlawn, New York 11740 Variance Search Title No. SS8630 State of New York County of Suffolk I, Michael A. Forman, being duly sworn, deposes and says: That he is over the age of 21 years and that he is the President of All State Abstract Corp. That under his direction, title was examined to the parcel of land described on the annexed schedule and labeled parcels: A, B, C,D&E That said examination, made to include 04/23/57 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance. And, that this Affidavit is made to assist the Board of Zoning Appeals of the Town of Southold and County of Suffolk to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said board will rely upon the truth thereof. All State Abstract Corp. M' ael X. F66an — President Sworn before me this day of 2005 DESCRIPTION PAGE PARCEL A: SUBJECT PREMISES PARCEL B: PREMISES TO THE NORTH PARCEL C: PREMISES TO THE EAST PARCEL D: PREMISES TO THE SOUTH PARCEL E: PREMISES TO THE WEST Sworn before me this day of 2005 Title No. SS8630 1000 — 074.00 — 02.00 — 009.000 1000 — 074.00 — 02.00 — 038.000 MILL ROAD VIEW AVENUE 1000 — 074.00 — 02.00 — 008.000 All State Abstract Corp. Mic ael A. Forman -' resident Title No. SS8630 PARCEL A: SUBJECT PREMISES DISTRICT 1000 SECTION 074.00 BLOCK 02.00 LOT 009.000 William C. Salmon and Carrie C. Salmon ✓ Dated: 03/10/23 To Recorded: 03/17/23 George W. Stepnoski and Fannie Stepnoski Liber: 1064 cp 513 George W. Stepnoski and Fannie Stepnoski Dated: 07/17/59 To Recorded: 07/20/59 Helen Balser Liber: 4660 cp 236 Helen Balser/ Dated: 11/16/62 To �/ Recorded: 11/23/62 Henry J. Smith and Stella M. Smith Liber: 5268 cp 286 Henry J. Smith and Stella M. Smith Dated: 10/23/71 To Recorded: 11/3/71 James D. Pappas Liber: 7039 cp 77 LAST DEED OF RECORD All State Abstract Cor ael A. Form n- President Sworn before me this day of 2005 PARCEL B: PREMISES TO THE NORTH DISTRICT 1000 SECTION 074.00 William C. Salmon and Carrie C. Salmon To George W. Stepnoski and Fannie Stepnoski George W. Stepnoski and Fannie Stepnoski To Helen Balser Helen Balser TO Henry J. Smith and Stella M. Smith j Henry J. Smith and Stella M. Smith ✓ To George Vanco v Title No. SS8630 BLOCK 02.00 Dated: Recorded Liber: Dated: Recorded: Liber: Dated: Recorded Liber: Dated: Recorded: Liber: LOT 038.000 03/10/23 03/17/23 1064 cp 513 07/17/59 07/20/59 4660 cp 236 11/16/62 11/23/62 5268 cp 286 10/23/71 11/03/71 7039 cp 142 George Vanco Dated: 10/16/73 To Recorded: 11/05/73 Anagnostis Albanides and Demetrios S. Siomades Liber: 7523 cp 553 Anagnostis Albanides and Demetrios S. Siomades Dated: 11/15/77 To Recorded: 12/02/77 Peter J. Hatzi and Cathy Hatzi, his wife Liber: 8353 cp 269 LAST DEED OF RECORD All State Abstract Corp. cA. orman- esident Sworn before me this day of 2005 M Title No. SS8630 PARCEL C: PREMISES TO THE EAST MILL ROAD All State Abstract Corp. ael A. Forman- President Sworn before me this day of 2005 Title No. SS8630 PARCEL D: PREMISES TO THE SOUTH VIEW AVENUE All State Abstract Corp. Sworn before me this day of 2005 Title No. SS8630 PARCEL E: PREMISES TO THE WEST DISTRICT 1000 SECTION 074.00 BLOCK 02.00 LOT 008.000 William C. Salmon and Carrie C. Salmon Dated: 03/10/23 To Recorded: 03/17/23 George W. Stepnoski and Fannie Stepnoski Liber: 1064 cp 513 George W. Stepnoski and Fannie Stepnoski Dated: 07/17/59 To Recorded: 07/20/59 Helen Balser Liber: 4660 cp 236 Helen Balser Dated: 11/16/62 To Recorded: 11/23/62 Henry J. Smith and Stella M. Smith Liber: 5268 cp 286 Henry J. Smith and Stella M. Smith Dated: 06/21/73 To Recorded: 07/10/73 MST Construction Corp., Inc. Liber: 7437 cp 490 MST Construction Corp., Inc. Dated: 11/27/73 To ✓ Recorded: 11/28/73 Hallock C. Kwasna, Jr. Liber: 7540 cp 197 All State Abstract Corp. Mid4faeiA. Forman- President Sworn before me this day of 2005 M Title No.SS8630 PARCEL E: PREMISES TO THE WEST DISTRICT 1000 SECTION 074.00 BLOCK 02.00 LOT 008.000 Hallock C. Kwasna, Jr. Dated: 07/28/75 To Recorded: 07/29/75 Hallock C. Kwasna, Jr. and Marylou Kwasna Liber: 7881 cp 598 Hallock C. Kwasna, Jr. and Marylou Kwasna Dated: 10/30/75 To Recorded: 11/03/75 Hallock C. Kwasna, Jr. Liber: 7936 cp 155 Hallock C. Kwasna, Jr. Dated: 09/06/78 To Recorded: 11/17/78 Steven P. Kosctusko and Ellen M. Kosctusko Liber: 8535 cp 161 All State Abstract Corp. midrdel orman- President Sworn before me this day of 2005 lang------------------------------------ �. • FOUNDATION (IST) FOUNDATION (2ND) 51 ROUGH � i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL • SOUTHOLD, kV 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. S I )- 1 ' Examined 4 f 20 f Approved 20_5� Disapproved a/c Expiration f 20 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Septic Form N.Y.S.D.E.C. Contact: Mail Phone: G 31" 7� $ – � " S -Y3- 31q?" APP4cI��{�TION FOR BUILDING PERMIT Date 20 OS j INSTRUCTIONS a. This applic tion like :T 6ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate 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 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 'i/�� applicant (Signature of applicant or name, if a corporation) (p CJS 6;,—oyp ke%Zf Awl, � r/ /(M a 17 address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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./� � n 27& y 4-P Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section '79 Block Z Subdivision Filed Map No. tll�q o. (Name) —�� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V Q C40r�= t Com( b. Intended use and occupancy 3. Nature of work (check which applicable): New Building__/ --Addition Alteration, Repair Removal Demolition Other Work (Description) 4. Estimated Cost /%/ 7po Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units__j Number of dwelling units on each floor If garage, number of cars 2 alkZ64fCZ 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 i 8. Dimensions of entire new construction: Front y/ yii Rear Depth Height 2 6 ' 6 `' Number of Stories Z 9. Size of lot: Front .5!S�� Rear I/,/ z Depth 2 W. & 6 10. Date of Purchase �olj 1(.::>S Name of Former Owner 11. Zone or use district in which premises are situated Ees- c/ rf7G / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES— NO f 13. Will lot be re -graded? YES-ZNO_Will excess fill be removed from premises? YES NO -P� �OS 9-twe, Rd. 14. Names of Owner of premisesAddres Phone e Name of Architect j62e- &/&o Address ��''� Phone No .S - � `� `' Name of Contractor &&Y101- o1bnecr AddresFk r "y i 2 -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 on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) - t2eb $.P �enlr.cl / being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the _ agen 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 day of 7=14 lj 20_?,(4-- Notary Public Signature of Applicant K Cn i�Ntw� i� Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT*** Date: 06/23/05 Transaction(s): Reference Subtotal, 1 1 Septic Permit - Construct - Resid. 3482 $10.00 Cash Total Paid: $10.00 Name: Fredricks, George 266 Sylvan Drive Wading River, NY 11792 Clerk ID: - FRAN Internal ID: 3482 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: APPLICANT:' - DATE SUBMITTED: �;L/ SCTM# DISTRICT: 1,000, SECTION: '9,0 , BLOCK: , LOT: 7 SUBDIVISION: c ADDRESS:oO/d c%U4j)VCITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N�� BP -Z / C/0 Z- , INFO p- --Z _ Z / C/0 Z- , INFO_ -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED&4 NOTES: /�A—�2 LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED TS FROM JAN.1997 100-25. Me� r.(A nolfconforming at any time after 7/1/83; REQ. LOT SIZE: ACT. LOT SIZEo26/3 REQ. LOT COV.<=; ACT. LOT COV. REQ. FRONT yp PROP. FRONTREQ SIDE ACT. SIDE i REQ. REAR 5M PROP. REAR Z REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: AX>?i � ':�N .cis ESTIMATED PROJECT COST: 'lely HIT T/ENGINEER: NAcos/�J WATER FRONT? IVO DESCRIPTION: PANEL LOOD ZONE - BULKHEAD? .,,DISTANCE? pfd APPROVALS REQUIRED �� s��✓ SUFFOLK COUNTY HE DEP�P�Tl r NO, (BED #): DTE: /�% / PERMIT #:,&0- of-- ain`t TOWN SEPTIC RECEIPT(y N SRTIFICATI a. ON: Y or N I NEW YORK STATE DEC: PRE -DEC 9/1/75 YES o. SOUTHOLD TOWN TRij�'iEES: YES c TOWN ZONING BOARD APPROVAL: YES ( TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES DTE: PERMIT #: _ DTE_ / /_ PERMIT #: DTE: DTE: NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)QJE or NO NOTES: 44 PERMIT #: PERMIT #: r FEE STRUCTURE: FOUNDATION: /1 SF FIRST FLOOR: SF SECOND FLOOR: / dad SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ((;2ov- SF)- ( OGS/ _SF)=o:9,:555 SFX $ - _$ %66 ,-�5+$/5-6 +$ 2.( SF)- (SF)=. 3.( SF)- ( SF)= _$ SFX $ _$ SFX $ _$ +$ �J FINAL TOTAL: $ r 5—?� 7TO Ir., NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe s Frost Depths`36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield'Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: r - TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL -FRAMING DESIGN ELEMENTS: Y/N HEADERS: V/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 DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: YIN EGRESS 5.7 S.F.: Y/N LIGHT 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 TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) LOT AREA = 29,232 SO. FT F.FL. EL. 16.0' NOTE: NOT IN FLOOD ZONE - SEE PANELS 161 8' 400' aT C v _ d 93'. Drop aU H D o. r Q ~ in 9-10 OS -173 lI'4 4RiNS ATIVOINI g� !EST HOLE N by McDonald Geosuence 10/22/2004 ELEV. 9.4' 0 I' Dark brown loam OL Brawn day CH Wates in brown clay CH 20' Water in brown clayey sand and sandy clay SC B CL e 45,E 1 Water in brown fine r,�7\ 51' le course sand 5W on, V 2 0 V 0 p NOTE A \ ? elevation of water in pipe (6.6') \ elevation top of pipe (12.77 elevation of grnd at pipe (10.27 Z SEPTIC SYSTEM NOTES: Q 1-1200 gallon septic tank Q 6- 8 ft. dia 2 high cont. leaching n.T d� LL.) (130) prepost elevation a �\tr 44' j Q CL pipe ie�nofo Hl mr I N 'IT v Z v 4s, �...` oath28 / '•3 zz a o (^ a, . -r '0 w aPia > —„ y.ri Hedge o n o c N. 24'42 50 W. 135.00' m `I n OCE55POOL �V3 11 1�I 0 Q \\ LOT M END IF PAv NU. BEI 48 - MAFOF PECONIC HOMES - SECT ION TWO DWELLING - WELL P NOTE: LOCATION OF ADJOINERS WELLS, CESSPOOLS AND SEPTIC TANKS BY OTHERS AND ARE NOT GUARANTEED. UeliiElb (VP Me"510"II WN MONIRE9N •ROA, TN1 rRUCTURE/ TO Bet PROPERT; NSS An )OR A SPOCIEIC >UR OSE AND URE AND TWERENDRE k1E NOT INI@O® X 3UIDE NE RICTION of tENCES QUAINING MADS MOM 14110.1 "A '+ fC NSIAS, 0001"(>N wla 'G_ AIII:AWCONSTRUCTIO" )NAI111VN00"O .^JERAOu^ )P iEWFM RD no Sufi all A IMAIM d ERCTDN TSDP GE NE RAW "OAt STAIN MWATEDN Y GUARANTEED ONLY TO Z/UA"NIKi INVICAl" miw. wm RIR+ flay 10 TM PWAM POR WHOA INE Mom 0 WA PARED AND ON AN SEIEAI► 10 IIAL NE AGENCYMu AND 4011i 'NSA rIUT,ON llS1£D 4EIll AND TC n4 ASSIGNEE. OF INE UNDPA ,nST,.JT ON DUARANTEES AEN NOT ti?V S RAAIE TO AWIEICIML Ns' To'_NS OR SOSSSUWMN eWyPS OI>1E5 OF 1155 SEIMY AAA► NN SEAll TW (AND SUWULIYORR WKIM WAE OR 1151011l )lAE WWt NOr ✓# fYJM10ERER u4 W �^ N.Y. LIC. NO. 048992 HAROLD F. TRANCHON JR. PENN. LIC. NO. 21115 5-11-2005 TOPOGRAPHICAL SURVEY 8 REVISED SANITARY SYSTEM 12-6-2004 REVISE LOCATION OF PROP. WELL 8 CESSPOO:-S JOB NO. 04-4t5 FILE NO.. 842 F SURVEYED FOR SITUATED AT PECONIC TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK SCALE 1" = 40' DATE 10 - 12 - 2004 FILED MAP NO. DATE TAX MAP NO. 1000 - 074 - 2 - 9 (REF. ONLY) DISK247 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. 90X 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1 1792 631-929-4695 LOT AREA = 29,232 SO. FT. NOTE: NOT IN FLOOD ZONE - SEE PANELS 161 8 162 08-173 F.FL. EL. 16.0' / �g7'a v 93•, �fv \ �O 4°e IV QR"ro 0?, N. 24°42'50" W. 135.00' 3 n OCESSPOOL LOT 'NUMBER 48 - MAP OF PECONIC HOMES - SECTION TWO DWELLING - WELL P � P – NOTE: LOCATION OF ADJOINERS WELLS. CESSPOOLS AND SEPTIC TANKS BY OTHERS AND ARE NOT GUARANTEED. J J 3� orraels IVR MCNWONS C4UA4ANIk6} iNVICAIEe O M NiAU RUN fwv to 1W Fsum rRUCYUM TO THE PROPERT', n NR ARE FOR A SIWCIFIC PUR PARED AND ON HIS 11114W TO n rN' nj :rmpANY fityvelWAde JO �. AND URCO r It= RECTION OF FENCES CF'AiN-N" ..EREON, AND 1C w H :D o n U z o: J Q n 28' — WI as `✓— `✓ L JR eoeawfiww 3 Q JIIA:+.1ERAt.u- �i- ;•.-� a 11TiJ '�ppOI1M p11 RMO 7URaEv +s A r J 'IDM1pt 6"a 7109 'JE 9NE5 I SIE MW Nm L9 Z 0- W N E� "�f RRR7E I®EKgiIdL E S BFARINp TME 4At/D WRVFYOIYS m J Alln LLOi J W cc N107 Of 070111111111111, eq x O Q O 3 O /. z N. 24°42'50" W. 135.00' 3 n OCESSPOOL LOT 'NUMBER 48 - MAP OF PECONIC HOMES - SECTION TWO DWELLING - WELL P � P – NOTE: LOCATION OF ADJOINERS WELLS. CESSPOOLS AND SEPTIC TANKS BY OTHERS AND ARE NOT GUARANTEED. J J 3� orraels IVR MCNWONS C4UA4ANIk6} iNVICAIEe O MOWN NItEmete +ROM THE NiAU RUN fwv to 1W Fsum rRUCYUM TO THE PROPERT', FOR WHOM INE SUEEN& 0 RIO NR ARE FOR A SIWCIFIC PUR PARED AND ON HIS 11114W TO ORF AND USE ANC THEREFOR' rN' nj :rmpANY fityvelWAde IRE NOT MRNDED TC `<UIDE wr AND URCO r It= RECTION OF FENCES CF'AiN-N" ..EREON, AND 1C VALLL 'KXAS. PVIOS Pua'o:: CA THE LENDING .REAS. 4DDRION , hv'.S^:;- 3UAAANTEES ARE a RAW%j1WCOFSIRUC'10•.. ..' i. eLE TO A W1101W �.'q£ L JR eoeawfiww JIIA:+.1ERAt.u- �i- ;•.-� 11TiJ '�ppOI1M p11 RMO 7URaEv +s A 'IDM1pt 6"a 7109 'JE 9NE5 I SIE MW Nm N E� "�f RRR7E I®EKgiIdL E S BFARINp TME 4At/D WRVFYOIYS m Alln BOW W SEERJD 1041111", N107 Of 070111111111111, eq x GUARANTEED ONLY TO O Z W z LLJ a note A) LLJ :7 r Lo O L6 Ln F-1 -J, N.Y. LIC. NO. 048992 HAROLD F. TRANCHON JR. PENN. LIC. NO. 21115-E TEST HOLE by McDonald Geoscience 10/22/2004 ELEV. 9.4' CUI' Dark brown loom OL Brown day CH 7.8 20' Wates In brawn clay CH Water in brown clayey sand and sandy clay SC 8 CI - 45' Water in brown fine 51' to coarse sand SW NOTE A elevation of water in pipe (6.6') elevation top of pipe (12.7') elevation of grnd at pipe (10.2') z SEPTIC SYSTEM NOTES: U 1-1200 gallon septic tank > 6- 8 ft. dia., 2' high cont. leaching rii.os (13.0) proposed elevation Q a J 5-11-2005 TOPOGRAPHICAL SURVEY 8 REVISED SANTARY•SYSTEM 12-6-2004 REVISE LOCATION OF PROP. WELL 8 CESSPOOLS JOB NO. 04-415 FILE NO. 842 F SURVEYED FOR SITUATED AT PECONIC TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK SCALE 1" = 40' DATE 10 - 12 - 2004 FILED MAP NO. DATE TAX MAP NO. 1000 - 074 - 2 - 9 (REF. ONLY) DISK247 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1 1792 631.929-4695 -T LOT AREA = 29,232 SQ. F. G 17 29 i.__ �V Ay1� 00p PwE A& ar iD to n moi` mss\ � `D '1o�\ MON if u1 ��B\eOP ro o \ yo � U z z O z z w N 4 a ETEV TOP OF FOUND W J 16.4 y 4 44.2• o 0 � z t�• elev. of voter in pipM (6.8') elv. top o1 pipe (12.7•) 0 10.2 eW, ground P` 0 El" TOP OF FOUND g - lae 3D.2'FD PrE o �, Z A 6.0" �j. N 2,V42'50'W 135.00' �,FC ..'.] C LAT NUMBER 4B MAP OF PECOLAC HONES SEC. 2 rn �/ 1 M OEiMCM (M vOM4IMM » HOMO NMM nE MIUONM!! A M WMAM ID�ibll[�w[2=aFar 6 At�aM�IM 'MUL L NAMMM NOM. AOMNMM M MMM OIL MM OIfM OONEMUcrAL WORMEM 4XWM ON AMM M nM 9NMY e A *MOM Or !@MON IMM Or M MMM VM IMM MUMUM LON OU mmm wwm MM amu. IUM ONLY 70 M PDMON NMI rs M MA MtY • 0 00 AMI W M MM W M M W E O M MY. OOABMUMMOL AAW I MM W I MMM M MUSMY NMI® IMMMII MM W M AMUMMm W n! r>IIIMMItMrt OM Mt NOT 1NANWIDWO E W A10"O I UMONnLOIM M UND VAUNOM'O MUM MMM. ON I TO MM A MAA MX OOAY. CERTIFIED ONLY TO: NX. LIC. No. 048092 NAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E 8-11-2005 FOUNDATION LOCATION JOB No. 05-173 FILE No. 842 F SURVEYED FOR SITUATED AT PECONIC TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. SCALE 1' = 40' DATE 10-12-2004 FILED MAP No. DATE TAX MAP No. (REF ONLY) 1000-74-2-9 DISK 2005 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 18" WADING RNER-MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 LOT AREA - 29,232 SQ. FT. N ti 0 92.131 F FL ElEV 18.1 ^ G 120.0' \ I FFL a" 17.5 \ OAR E1EV 14.0 s- a4� �� 4 N 24'42'50"W 1 tz N LOT NUMBER 48 MAP OF PECONIC HOMES SEC. 2 NOTE: CESSPOOL, SEPTIC TANK k WELL LOCATION BY OTHERS. 2-14-2006 REVISE SEPTIC S STEM M M WOO or MW of WIC NW W 12-8-2005 FINAL SURVEY w mm IF Nw. Na WWIW Nt Nor B-11-2005 FOUNDATION LOCATION M 0 AWN (WI orWOb OHM HNM = MON M WWWMO m M PIWWOY LM NN: ION AWWW- wIOS //W M NW mWW= N< NOr INWBW 10 IO[ M EMIMM OF IWIWI IOWIW Sul& IOWL PYIIIDL 11NNW0 NWA am= TO mW at Nw 01110 aOIWOWWL UN MNNIW® N]OWON ON AMM 10 TW >MIYl1' M A MOM OF WMM 7M OF M M MOI WWL WYd110= LAIL *mown= 114a71Q mm WMIL N= OILY m M room !WI MOI M swar W PNE" . NW am 1= NONF 10 M ani ownw. W Ammulo L AMWF NW LNUM WIWUWN uwm NW K ASW 10 M Al Or 11E LW emmu L WNMO® Ni Nor 1NNOWJ= 10 AMMU ML W YRU OR WWWNIER aWeo. arm OF a= SORT WP NOr M M L40 >nIIlYL1aws W WL an WWW>m !L W U NW K ®i WO 10 i A MW aK 01". CERTIFIED ONLY TO: HUDSON CITY BANK UNLIMITED ABSTRACT GF_ORr*E � LORL-7,AINE FREORICKS N. LK:. No. 048992 HAROLD F. TRANCHON JR. PENN. LK:. No. 2115—E JOB No. 05-173 FILE No. B42 F SURVEYED FOR a J SITUATED AT PECONIC TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. SCALE 1' = 40' DATE 10-12-2004 FILED MAP No. DATE TAX MAP No. (REF ONLY) 1000-74-2-9 DISK 2( HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER NEW YORK, 11792 631-929-4695 gVFlC'6� A PP OV D AS NOTED 12 In 12 1DATE: 'i �j�B.P. ► /��y cc: � NO yOTIFY BUILDING D 7 T '65-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONST?L'CTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF N EW I YORK STATE. NOT RESPONSIBLE FO DESIGN OR CONSTRUCTION ERRMQ COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODI AS REQUIRED AND CONDITIONSd STEP 30 DEG BELOW 1L�xvr�wn� tNWWmMMMFM ; T JLD TOWN PLANNING BOARD REmm RHOLD TOWN TRUSTEES i. DEC PL UMBER CERTIFICATION ;N LEAD CONTENT BEFORE tTIFICATE OF OCCUPANCY SOLDER USED IN WATER . ' UPPLY SYSTEM CANNOT _XCEED 2/10 OF 1 % LEAD. ALL CONSTRUCTION SHALL ;INET THE REQUIREMENTS OF THE COUPOF NEW YORK STATE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY NAILING & DO NOT PRI FRAMING UI OFA NBEEN 4.E In 12 ON 1X8 TRIM AT NG GABLE 3'4- MIN. ABOVE RIDGE RIGHT ELEVATION RETAIN 44 - �— PURSUANT TO SECTION 45 INOCCFF OF THE TOWN CODE. PLUMBING ALL PLUMBING WASTE WATER LINES NEED BEFORE COVERING LOUVER VENTS '171 e In 12 �4.8 In 12 GRILLS OPTIONAL tTIE AAO&IFC18 tEnIF1GNInN APPIIFd orAr ro oFLGHH&iRATbHO TE nE&In1H& caHraRwANCEroTIHEeunrocaoEsllHE&aTE aF NNYra&t 2 M1. wTe&N& ANI9HJA, Cn1H&iRI1C11aN NO Eo11PMBR w ro !c w AIXORnbICE W IM THE NwJ)b&14V OE OF TE RATE CF MM/ YQIE AID NNAFACTACaq N&IRUCIKN& A Y9AlrALL 008wO1tl N3kN&NO alNq WHwTIA1n11nN HOMY AN3111ECf a 06A@A1ClL oo n0T r•.ve a nevwTlw rRob1l11FAlFuw& wwnaR®nsixwtpxoRxeeEw¢irFwn APCHIECI& CJ9tIPI V �TXw N0 w A VXXATXAI O NY& UAr. pRMNNp& APE TE aPHNM G'.111E ARaNFnT. 0. TIEARa&IFn! M ICIRHPCIOSE FaHTHE nlxol&Tr, NELBCE PREVB+nON RFYONILnR IVIQ1N011f Awn& HATA8na6 wTeH1N&, ulbx& F18HH, wan None wLnEw. a TK ARaNPG! ANHuwm Ho R9FONw&111Y Fm naleTMwTION IA:AR& wErHO& 1GI&01!&, aaiacE4 FAOC®IlpnB UFEIYFREdYRO18AlOFAWRMH w nafFClpN WIIII M WRt 11EIMaw6LTYVLIwT E PFAIdIIOE ROR 6MORBOR awlrloNesTHe avnat caxlRrclaRaR rsmNlRPcropa ).11HF&! FIND Al1E Hr IY0.1®NOPE NO I/E NiB�®PoR IE BI EPS aFNeaelwneH& wR aW mwTcx w oA&cro AlpPetlY NnIH FbHP� NTi V N'ATON& eer�wTlcowbee 11EARaREnf, NpTHORAALI®roHON1An1.TIE a1wb18Un11aHPROnFa NNOTIBPoMHE Fal A1MIwN&lllfNlLNaW&TAlnt® MwLRHOAADNIE N N WI/UINCE WITH Ai19JlAtlCQE&, InHALIAW&. RMlIlE1BR& QHNATAHWIYPoRAPMRVMIAH&11l A11tl1Rn1&uNllirroaM®1 oRANrTwro FARIY w iIHe1SnIE url®a&r ro TIE PlE FAO PoR e�xsA RBaOl1®. . vaESTNIR& oRAWNo& waumBbG9ISFPTAIXEOF TIEANT.EaWallnNb AHD NE A PART OF TE AaiEE1B1f NAn1 TE AN3#fEni. R301.2 DESIGN CRITERIA: VALUE R30121 WIND LMTATKXIB: GROUNI)SNOW DESIGN FOR VW4DOWY8 AND 120 MPH DOM SHOWN SHEET AS R30121.1 VOW DESIGN CRITERIA F THE FOLLOWING APPROVED BURINFIG HAIS SEEN DESIGNED ERENCE FOR SAM NAND OOF 120 MRH (ENCLOSED PA WOOD FRAME STRUCDON MANUADESIGN LOVE NNGOmme L THIS ISINAVANWMRE SLEEPING ROOMS _�_USW— DEBRIS REGM GLAZED OPENINGS b ARE REOLMEDTO BE PROTECTED AS A PER THE REOOWEAENTS OF A E 10 L445 40 R301212& 180.1 A SEE SHEET A.3 INRs AT 830121.1 EXPCSURECATEGORYS: DEAD LOADS ARE BASED ON ACTUAL NORTH B SOUTH B MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST S ROOF SNOW LOAD AS PER ASCE T I�UNG IN 13 48 PSF(o.7XIXIX-32 PSF EXEMPT FROM SEISMIC R10� U VISOM BUILDING AREAS: SQFT Aypmibw9N. Aa � b..a an nmN n.wNl J� W. u.Hu «... YMWMbvwY�sp NY1W AOw MbIM aYYlMYeNib •NYbtlbab1Y141PVP>PP�bbb---Y W,P�PYW1wgM N&db�xYbPYYPdpwpabitr•�Y BPtawlaarapnbOww wN11"g1Pdblpetll Mtlb NFwrA b"N w"bOb �i,b'�.1Yb FIRST FLOOR LIVING 993 SECOND FLOOR LIVING 1,027 �.. � � FREDRICK5 RE5IDENCE TOTAL LIVING AREA 2,020 DECK AREA 440 OPEN TO BELOW 28 GARAGE AREA 482 COVERED PORCH 260 Eric Nicosia W11IITEGT N4Mw Sbbw.liuY=PWJM%n RY.11TT7 Tw1phb IE31)92&4MFs(&31)&?N513 �.. � � FREDRICK5 RE5IDENCE SOUTHOLD, N.Y. NOTES 4 EL.EVAITION5-1 Job#:040490 Scale: l/8"=1'-0" A-1 Date: 11/10/04 By: E.N. Rev: �, R318/ AppWM Iulaas arearsM rr W pouMMlar nswdabyp n cull •PaabnMb MprryvrMaMMpNsban tla mnmamM eaaMla PloPeln. REAR ELEVATION LEFT ELEVATION FM&&Iv*wvwwmpmmaramrr rr b..mbl.e n.Gm. wn IN pAwmamem/Maers nl - br- MdompIp eamw priE. Yuma dr MlNaeb try mappmvsdwOM Waxen. Mnbrm m Tim araamn 1N73, MuEma tlrl M mpab dlsaemp • ar d 1.81MnMIM beap Pima. beat. R70&1 The ad aae. ar be mMmLbb In such a maear m b Paww M aaanlYlm d wMr wllnl la sa seeran M PA+W p a rMer aeMNe brMr 00/q M aftIm aw wpaeb by Sedm R7RLZ 88083V4M EMaaKe. A mate d• 14nah(38A am0 apace m apovMM b9b~ la YIMWI a d tlb MdeIMIM -Oft ar vah pslnlee.. INalll abrMONn aa1 M m In dope. Roma Alk" and be appitl In am nM damn as lam mftduwsYrWon -k uMASTMDZMType I.mASTMO aaa1M Ilnallen MMIellaX Pb YMAFM be asladallWSMa llama dmaMmlmesal M0194ch vasa Varynage sIraHerm Inaoap. VMad iraJMYs Muedbn Yandar ba a. aPPe/sA dalpM.CMMb vaM (vamy mwnab w h aMlpw),wlry nmA d as pn d andM rd --=a" YMASTMO320ITypelarType INSW d38 Nmr (Ns mm) w o away Hall MbasmnM n bmM 1 aa2 @bwm dr be panMY68po*Wwdtl pnwdcmplybgwMASTMD1N0mryMuMnlfud meum nraY. Agues aawes.drMYMWbmtlr HMP aM daq m31.ay 9M1a 1=301 abs. CMdatareMme awwMMsdr beats aaw waft MOV0 uwtiloafgawp.SMMallralp.dal Mbyla alPdmelI msa.OWHIMINvlWeMatam ftMVMLMWWU$dSIKKY PIkW w dnmaylednl6dr MaFpab amarb. q*,k chips nneimSMsh PM1Mea Mumma. REDIMED TRIM WHIE ALUMRUM CLIDING RAID= TRM UD ON 7Xk SPACE FOR SIDING FASCL\ M CONTINUOUS VENTED VINYL SOF". SIDING: VINYL SOMAND ACCESOREB. WI DOWDOOR DRIPEDOE. FlAW7Nf TAPEDTYVEK HOUSE WRAP. VINYL S1DMTOCONFORM TO ASTM D3M APPROVED U.L LISTED FLUE CAP AND COLLER WITH SLDPED STAINLESS STEEL CIIASECAP. CIANIYSFLUES TO BE T4 MNMIM OVER ROOF AND 7d MNMDM HMAER THAN NEAREST STRUCTURE WITH N 19-W. CRICKETS AND FLASHINGS AS REOU RED N ROW Eric Nicosia WIAITEGT Ha Man 11MeaLMdle 2M. PM J ffi n MY. 11TT7 TeMpuia (631)9ZalaM. Fac (611) e2sM3 ww.MWeeme Emt ab0abbalaa FREDRICKS RE5IDENGE SOUTHOLD, N.Y. NOTES k ELEVA noN5-2 Jobf:040490 Scale: 1/8"=1'-0" A-2 Date: 11/10/04 By: E.N. I Rev. AT•AOTC. WITH HUM r A �` ? TNNEIIOED LANCIIDR BOLTS ARE7II'USfTrII� LT/ 374X0.0 WRIT NUTS AND 3xSHMM PBON L psl WASNEitSLSIi8CI1 LBPSt2 8403.1 5/8w ANCHOR BOLT 48- O.C. 341 ANCIbR BOMB4CO.C. IM wF OKY IOL1B2M14WAwB18 WHITeCT im 4u= iwatb=20%Pon Llblaan. NY. 11m nmuaalmaaou PPTPborw n www.wbowwaa= P - alio0r1ewa101aaa0 � YNaA P.G FaDTltprmlPMPOaT FOUNDATION PLAN W aAM AM)1?NfJldtl0.T Data: 11/10104 % E N I ERev: e arouarm cau2lRro Zm¢mcravc. rooTlnc\ \ J 234• i 4 IaDou e11LT®rom10 eawbvmNpltwPA aAly. lAa minawrrw RAa0e1 tTO.0 vtarrJl 27A' toa a 38 DN 81®. ccuMlma14 zoxzaxra P.a Paorls 4 41W 2 k0j= 9.0- 41W a Rm I b ■aaa ■AMID dmw aomaw 00 M wa001n Mala=wi 014 ■aloq Mol I V MuMw4WwAd Pn pnwv9 Wybwabwwi'ft oYMma M101ww. R3MA1 TIrtat awk lra I ib■MtRMbaooa. WWAWPA 8324 SubWl l Bill amlnATwmt did* PM PawVWV* Mia a aoO In wmwwbo wlhMAWPAoba. mwwa " 0W14mwww06ChmftWw00 MMI110TA nwv Mm OanerPy11apmIM.WM1000nMaa Rom 3 DIoamla Swfm QMnla wh61 M Maww 0ftwebw Mwapplww11 puWataiAannotbaa61aoIldt lab61mlMg Mnbdrllh w awwyhm WwwEmwwba maiman d$101■ww lBI ft*M 101mwwwbw art M Patl11ol berm w=IMOa wwwRam M Awa. R401AI G a481IMm.bbuaw'an0lma laal10adMl2rwaaaba 410 Iaw6bamYq v1bw10InTaft R4MAl haw bin 2=0146 C4ffp6I=14 wwbbq Mabatr/ M Imnaaa00aaMwo WM R401.42 ASSUMED SOL BEARING OF 2000 POUNDS PER SGIARE FOOT APPLIES TO THE FOLLOWNG GASSES OF BOL MATERIAL 0NLY:OW.OP.SW.SP.BC.OKOC. MWIFY ARCKTECT FSITE 00NOT110N8 VARY FROM ASSIR®CONDRgN. 81022 Cnna61a MMiMb und10 pM■oawlOOY Wwb=tOO md61141 appy w6110lmwpplMa Mal■Iiwa bb11 m AC1a1S W ASTM C 11ST. Rw10imMM M= mw , Wnon bbwbmYw=u Will ACI 310. AMW bat b Mboailwo wm ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH 3.000 PSL C 26 DAYS. CONCRETE AT BASEMENT FOUNDATION WALMEXIERIOR WAUb, PORCNS.STEPS AND OARADE SLAW IB TO BEAR ENTRAIlE0. IN CONFORMANCE WITH ACMI0. NOMINAL SLUMP: WALLS S. SLABS 5. R40MCanaol10Fa0111 dWMm■wlblmundWkNW masa a aft NwwW A 1- analM0MddtWWT4r mhelm nbabrF6aa TMbPm61ww&' tlrlMbV61Ch"Win 'faro I MWaNwa Maw IMIIMIanlai Im be In mft —ver a■RW. R404.1r naob FWdeft Wak Mr1Mwrb0b0r YtMh owlet R404mw AG 3n BIw/f wrlwl M OMM112p61Mt ba WM O61lMwaM ho w I MIMIMR ww hn ban matalM b M low2bMw, veto M=wOSw■y um" b pi ammpWwahoof. Such bna18 lana IpMW WWWRIWApwwb Ma 1141114Mtwunb61wbM MOM. ROM, Fmn"m Dn mIvL AwMrw fano b naUwI wlWlbw Rww I I bmemmmwMbMIM Paww warwpravM ow aft --tog* tI SMCMMCWM8110bn4 Glow I BONA A■bb0 In TWA R405.1. 001W MY MBwwlo0lww OISr In Mft -o WWIR 405.1 mauve M ammwla w mwwry aawwMab IIM f"Oft Will wwanMw Ir=abb w umW 4p a IWSW balm FMa R4MI FOLw400a■Ilpp1oo1118 EmwP wM Ialliw0 *MwWPaolaa by Sweet R40LIAZ buwbbnwwt BlMnb02alb rw wabn IW Wo wuaaw 10pw bmWbMwW"amlb611.noplaaba bRalr■p Wb10ha"blr 1W611100 Fon byappy10gaw61Mltl10aen■I _ gwr61wpao■p nrWW bb11 In 89011111 NEW A10 verrhino a veal wwW 1M, wal wwwww weawMw aO1 , mbrml1000l002141214bunb,, rob1141IWWIodmww m0bw MINlnb W uMM1010pwra WOW bbw Fade dM MwMwpaMM wpw R400.2 RIW 8611 aMwrN rROMo OwMa mw alali) W Mol Moor ahal MON= 2 whop wM W 11rN1l61w Pot mr2p1 W wlaolonlaab10plolw 00611011 N" ApBoWd OWNdM WomoNOHMYmI,2141=61W aw10mr'm by bwm10V pbM Mlr Mbeb100bbaOWW WO ft hobo wW ew 0*00 2loMi m bMlY-pblawnbaiab lramnwb=b. 0.4 MIN. WUM FOR TRIPLE /PLY LVLOSIDEN-SEE PLN! \(Y 1 DECNPOCK:T 612' DEEP - � LVL TAOow 101rroEEP r \ AIRSPACE 3' TMIMMLIYBEAROq STEEL OR SOLID SLATE SHIMS Eric Nicosia WHITeCT im 4u= iwatb=20%Pon Llblaan. NY. 11m BASEMENT ® >r fn4cw bM PB PC aVRpI >+ www.wbowwaa= P - alio0r1ewa101aaa0 � WbaABEw BIwwME FOUNDATION PLAN W �-3 Data: 11/10104 % E N I ERev: e arouarm cau2lRro Zm¢mcravc. rooTlnc\ \ 234• toa a 38 DN 81®. ccuMlma14 zoxzaxra P.a Paorls 4 41W 2 k0j= 9.0- 41W a Rm I b ■aaa ■AMID dmw aomaw 00 M wa001n Mala=wi 014 ■aloq Mol I V MuMw4WwAd Pn pnwv9 Wybwabwwi'ft oYMma M101ww. R3MA1 TIrtat awk lra I ib■MtRMbaooa. WWAWPA 8324 SubWl l Bill amlnATwmt did* PM PawVWV* Mia a aoO In wmwwbo wlhMAWPAoba. mwwa " 0W14mwww06ChmftWw00 MMI110TA nwv Mm OanerPy11apmIM.WM1000nMaa Rom 3 DIoamla Swfm QMnla wh61 M Maww 0ftwebw Mwapplww11 puWataiAannotbaa61aoIldt lab61mlMg Mnbdrllh w awwyhm WwwEmwwba maiman d$101■ww lBI ft*M 101mwwwbw art M Patl11ol berm w=IMOa wwwRam M Awa. R401AI G a481IMm.bbuaw'an0lma laal10adMl2rwaaaba 410 Iaw6bamYq v1bw10InTaft R4MAl haw bin 2=0146 C4ffp6I=14 wwbbq Mabatr/ M Imnaaa00aaMwo WM R401.42 ASSUMED SOL BEARING OF 2000 POUNDS PER SGIARE FOOT APPLIES TO THE FOLLOWNG GASSES OF BOL MATERIAL 0NLY:OW.OP.SW.SP.BC.OKOC. MWIFY ARCKTECT FSITE 00NOT110N8 VARY FROM ASSIR®CONDRgN. 81022 Cnna61a MMiMb und10 pM■oawlOOY Wwb=tOO md61141 appy w6110lmwpplMa Mal■Iiwa bb11 m AC1a1S W ASTM C 11ST. Rw10imMM M= mw , Wnon bbwbmYw=u Will ACI 310. AMW bat b Mboailwo wm ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH 3.000 PSL C 26 DAYS. CONCRETE AT BASEMENT FOUNDATION WALMEXIERIOR WAUb, PORCNS.STEPS AND OARADE SLAW IB TO BEAR ENTRAIlE0. IN CONFORMANCE WITH ACMI0. NOMINAL SLUMP: WALLS S. SLABS 5. R40MCanaol10Fa0111 dWMm■wlblmundWkNW masa a aft NwwW A 1- analM0MddtWWT4r mhelm nbabrF6aa TMbPm61ww&' tlrlMbV61Ch"Win 'faro I MWaNwa Maw IMIIMIanlai Im be In mft —ver a■RW. R404.1r naob FWdeft Wak Mr1Mwrb0b0r YtMh owlet R404mw AG 3n BIw/f wrlwl M OMM112p61Mt ba WM O61lMwaM ho w I MIMIMR ww hn ban matalM b M low2bMw, veto M=wOSw■y um" b pi ammpWwahoof. Such bna18 lana IpMW WWWRIWApwwb Ma 1141114Mtwunb61wbM MOM. ROM, Fmn"m Dn mIvL AwMrw fano b naUwI wlWlbw Rww I I bmemmmwMbMIM Paww warwpravM ow aft --tog* tI SMCMMCWM8110bn4 Glow I BONA A■bb0 In TWA R405.1. 001W MY MBwwlo0lww OISr In Mft -o WWIR 405.1 mauve M ammwla w mwwry aawwMab IIM f"Oft Will wwanMw Ir=abb w umW 4p a IWSW balm FMa R4MI FOLw400a■Ilpp1oo1118 EmwP wM Ialliw0 *MwWPaolaa by Sweet R40LIAZ buwbbnwwt BlMnb02alb rw wabn IW Wo wuaaw 10pw bmWbMwW"amlb611.noplaaba bRalr■p Wb10ha"blr 1W611100 Fon byappy10gaw61Mltl10aen■I _ gwr61wpao■p nrWW bb11 In 89011111 NEW A10 verrhino a veal wwW 1M, wal wwwww weawMw aO1 , mbrml1000l002141214bunb,, rob1141IWWIodmww m0bw MINlnb W uMM1010pwra WOW bbw Fade dM MwMwpaMM wpw R400.2 RIW 8611 aMwrN rROMo OwMa mw alali) W Mol Moor ahal MON= 2 whop wM W 11rN1l61w Pot mr2p1 W wlaolonlaab10plolw 00611011 N" ApBoWd OWNdM WomoNOHMYmI,2141=61W aw10mr'm by bwm10V pbM Mlr Mbeb100bbaOWW WO ft hobo wW ew 0*00 2loMi m bMlY-pblawnbaiab lramnwb=b. 0.4 MIN. WUM FOR TRIPLE /PLY LVLOSIDEN-SEE PLN! \(Y 1 DECNPOCK:T 612' DEEP - � LVL TAOow 101rroEEP r \ AIRSPACE 3' TMIMMLIYBEAROq STEEL OR SOLID SLATE SHIMS Eric Nicosia WHITeCT im 4u= iwatb=20%Pon Llblaan. NY. 11m Td"p3O mm4 Fra 0")ORM www.wbowwaa= P - alio0r1ewa101aaa0 FREDRICKS RESIDENCE SOUTHOLD, N.Y. FOUNDATION PLAN Job1k. UN90 Scale: �-3 Data: 11/10104 % E N I ERev: Fd A2�4W Td�p KITCHEN L BOLD METAL CLOINefMym �, ] Qowwrgx.TroFJca6dewrm 4 LAUNDRY pNFER MMTALIIDM b COIFONYMICE MINX MSm AID YM11fAClOReeB MlTALUTDN IIwm1LTpNl AID DETA98 1N d M3 H 11• a e` Ili: GARAGE Shwfthw swamkp IN TNN sa ,� 6M'IVPEXorpew+pIDON WALL$ SmWY&ww* -/'PBIMam ZM BO 0• oe BOOB, IT o.0 0Y0 120 RpN-Mwmft -4'P- N ZAm W COCe008. 6•o.&Nd 91 1 OF a Top Ph" b Top PMb(bsI1AM low 1v -C + WWi0 MV PaMm IRO rA 1. 11-Hf'LA BMOBt _ _—_-I_ _ 2-16d sam LIST OF ABBREVIATIONS fmlfX;depfiM DIIRAI® P.0 MM W 1IIDBI1Em1 lU10PA0! YRM MB 1wm MNJm wME MBIt PmO1eW ro — — d�MatvnOoaM— — I=10 NOOK H•i DECK eY`d PPT I FAMILY RM C zx/cTa+r« 2dm a 1e•o.c. I (3)1J/1'1(1I'20E LVL �y � Bd 3088 10-d �z-0• B o: LIVING RM 5 ug %, l M, 35110 T V 1V12952.2 COVERED PORCH dYV'14iOEClwlf 4 R Prnpwwlx-u1oPONo+ wRr�r� PPT B E K f1m151dI1DAW vAemDPORal roar YTH IRFT CONlC}IOY TOP AID Bd 11.6 mROM 10'6 LI'11f PPTTM RAl NI9Y PRPRAM MIM CH PPf PMT6T 1IA1 phi! I YA% CHEM EIN'N319Q CG MMM. FOISTS ALL FRAMING LUMBER TO BE DOUGLAS FIRIARCH a PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PIKE a TYPICAL HEADER SCM ALTO BE 29(10 MINIMUM UNLESS NOTED NO HOLES AIOWED M LVLB OR ANY HEADERGMER. NOTCHING AND BORING OF SOLS SAWN JCMTS ARE TO BE N CONFORMANCE NTH AF&PA MFCM. DOUBLE FJ UNDER TUBS. HFJIRTHS AND AT FRAMING OPENINGS. SCUD SLOCIONG UNDER NDN LOAD BEARING PARIRION&I JOISTS TO CONFORM TO MANUFACTURERS I NSTRUDTDNB. JOSISMAFTERS NMLL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCDNGISOID WEBST FFNM ATALLSIFPORIS. ONPH RAM BLOCIONG AS INDICATED. NMHTS FOR GYPSUM BONDCESNGS AS REQUIRED. FREDRAFTSTOPCNASES AND PORCH& IAMMATED VENEER LtMBBI TO NAVE MIMIIUM VALIIESAS FOLLOWS: E4,aa400o PN, FTP. 2100 PM FY -:m pd LVL& TO HAVE MINIMUM OF r BEARING. NO HOLES ALLOWED N LVU L DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTOW TOGETER WITH MON" OF 2 ROWS OF 100 NABS 1r O.C., S ROBS OF 110 NMS 1r O.C. FOR 1r-iC LEMBERB. SEE YANUFACTIRRERS NSTRULRIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF SDE LOADED MULTFPLY BEAMS. CONNECT JOISTS TO FLUSH HEADERS. ONDERS STEEL FRALNG HANGERS. AS PER MANUFACTURERS NBTRUCTDN& SEE LOAD PATWBECTION SHEET FOR ADOnx%AL ROOF STRAPS, HEADER AND BILL STRAPS HHOLDOWNS, SHEAR WAU$ ETD. NMl EPA RE E NOT INCLUDING UPLIFT 0 HOLDONM CONNECTIONS. DESCBPIION-Cw MMN MNALSNALSPACNG RaMYIp SIIMdM 0 GALV. me" nM* W MM2! Shwfthw swamkp IN TNN 9d 0•&C odg&IT o.C+old SmWY&ww* -/'PBIMam ZM BO 0• oe BOOB, IT o.0 0Y0 120 RpN-Mwmft -4'P- N ZAm W COCe008. 6•o.&Nd 91 1 OF a Top Ph" b Top PMb(bsI1AM rock To.CNO + WWi0 MV PaMm IRO WPB, I'0.11810 M RAVfop PIMTap 3•Bd 2-16d CAMIIS JOWfap PMR PAID 3.86 WIdwM WIft wn CW11S JPYYPMf1YReM(hM00 3.160 ewRM Lep lCJlMmbD Oleo J01110 M6lm lbo►IMMed) Cdw 2-100 *Kh Imp ff To 1 Raw CPbrTiemRArMa1M1eM 2-1m 03 - prd.2-fad req ®1mmph mnr Bod"WROW0=40116d) 2.80 eecAwb R1M@MCWl0RArpldgWd@M 2-16d eedleltl Gyp", Bowd-Ce&g WALL Sd mN Th, edg% lire OeM GR+Mm BOMB- Wed 5d mel Tb.& ed^ 1P&C SYd SWANN BIMOWp 6d S&e MAF. IMM SON Top Ph" b Top PMb(bsI1AM 2-1dd Wtd ot M BIIINC Top P. (fO1M1eM 410d )oYlb.eOl efM Sbd Ta6WSm 4mm" 2-16d 2CA& No" I* Hle dw0=40"m led lra mwvedOM TwoomdPYbb" mdm8) 10d p " PMb to A"w"moM 2100 pw*A fbFbw JoMOBm 210d pebd OG&elbw-SImd& m 0acetim lr&cMM. PANGWw"wow 41d PMRM JOM (oe1MMeM 24d emb elY JoM0owndem 24d BMA em SEWTOPPI11e0f.0 50 3.166 a Moo ) To 8mll 6me4If1eM 3.16d Q"IMR IpwToBreBsmbM 3•m pw)dK DJOM(WA41m I 2-10d PWWA o SMPNb(lowndsl) 2.180 prmd APPLICABLE TO BE N CONFORMANCE MSDI MANUF. INSTRUCTIONS Eric Nicosia WlitTEGT im 414 Mem flh.A le 20& Pod JW Y NY. IIM TWWp (ut) 916N68. Ft SMI) 9064SI3 .vAn.Mmimeiaeart Emee MILOrbim . . FREDRICKS RESIDENCE SOUTHOLD, N.Y. FIRST FLOOR PLM Jobt.. 040490 Scale: t/8"=11-0" A-4 Date: 11/10/04 1 By: E.N. Rev WIND BOISE DEBRIS REGION PROTECTION REQUIRED IN CONFORMANCE WITH R3m.1.1.2 S MK`IA Witlawa In blleq bola/ in well Omw aeb nyma ww Hwa peel apwapa pabwl bin wkwhaw lar- GMM/ apwwp parrm for ft" mr /ahb well mwdaawgiallaftdMLrgaM do TaaaA$TME18Mave NASTYE1N0 lalalww/ MIrLV*wd*u "pwarmmaniam Meadnlaa dTAG mwaa mawmm yin a S ba ave ba pmrlr w aparp pa iadbn n MINE ww Mu rwy b mkw PmaMar Mpwtb aAw Myawdapwmp wm rr4aoalw-aa prnbad A4dmwrwwwbapvArr he Wilt TNM 8301212& IGN A 2 rl 08 SCREWS 16- O.C.(Ir D.C. F PANELIS OVER V -M SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS DESIGN m - SITTERS FOR WOOD FRAME SULLDOW ROOMS ARE DESIGNED TO EXCEED 8% NATURAL LIGHT 84% VENTILATION WHERE REQUIRED BY CODE WINDOWS ARE TO BE ANDERSEN 400 SERIES TL7 WASH %TTH LOW E OLAVa MI VAIM DESIGN, PRESSURE RATING "DF30. EXTERIOR DOOR ASSEMBLIES TO HAVE MINIMUM 30 OF RATING. 0T Raw ROW ATTIC ACCESS: WEATIERSTRWED 3m' PLYWOOD HATCH IN 22'X37 FRAMED OPENING WITH DOUNE CJ AND FRA&E M HANGERS DOU RILE ROOF RAFTERS WITH FRAMING HANGERS AROUND OI T.I OPHE16 FOR VS701(R0304WXM-1? VERTI.AL) VELUX GLASS VENTING SKYLIGHT INSTALLED IN CONFORMANCE �l®I WITH MANUFACTURERS INSTALLAmw INSTRUCTIONS. DETAILS AND SPECIFICATIONS. GLAZING TO CONFORM TO R300 dmip afmtlob bolaoaw Nm 8bdp pabrm ncwft Wpawlth RMLn onwal y.epn r aww8aw MIM paw- a.alp.w Mn00'abaw malady aaaa, anwwa,ap GLdngwin n21' Raaam naaam Taablran as GMMBPabpaaRla.Glaapaprm9gomabMIm0wGM /8'aEovalpaf. Chep nrr aWra0w8nanpa 9aaamplar.bMIaR3061 GHrip wanrwm botlan MIM simaptlaw R30L68kyiplta ma ayw 86aro Ywalyy wr tlal Marin MIM Iwva3fy Lmtmmtl Gaa�g R30g limp apalrp palaa1118 aw aapmrOn mWAW b be m mr/ ad in aagmlllab Wm R308.Grp •oawawaaw . ayrbaGMaaMmamwda IPIIa b Man bwNM ndll Yalnal aniYawnM3y. 8910.1.1Nmwmn,%wL2,r ataaamw apmip.hr Mwa IlIffim nwraa aparp ini pv.ML21'weYn MIawapwlp Hnlyt 2P mimmm aaa!ymwq 1KrL N• mm NE IMldt FIHAL, METALLED STAIRWAYS A A DRAIUL GUARDS 04ALL BE INSTALLED IN FULLOOMFORMARCE WITH THEIR RESPECTIVE CODE SECTIONS ARCHITECTIS NOT RESPONSIBLE FOR THESE INSTALLATIONS. R34 Swwya MINE M be w Man 38 naw. n alrr w Si a r poYY rw. M pwnRll . -a haytam bwowM neewllaamaann 11!01 Hwdd• and at pmNa maaMn"' m.RwakaaMaanaywa M 11861Mra NaarWOa So IMmll to IpTIbY hW^WWpbrOF■kYM- Nr ng be wSee 31.5' wmaahewed bYvrolmawaMwa271 whma e-mb rpo/IOtl mbar Naw TLw maamm awhaWMINE8.2ran/M Milman Nuldapa MINE bag' n antmmrlmwm 83112 Mram hm*%,ea SF. AI Iriaa1rbapoMlrwmll I I aLnalao wr Sarin RMA. EpbNl yaaaaar apww mat lira MINE Iwo wok mer MIM, wabo m i ay mdr m M mdaaal"vM 17tadt eypmm OOmd RSISA Hmmaahm&Q W Man U411106MMINSpM a34inl1M Ma NE naNa. rowaamly,IMaMIa. vaft** nhtwipMIMMINE be p "W mwbW aw w" arrwMa AN ngww Iwlq'aMMINE baanliwaw MAm btpa MIM Gra will-wamaaIIW tanagaitammIFraw Mby M1raaRytbapcitraCly rota M bwY naw a M RytEnM mr be nwnr/ a r111r1M,lab In— . pa W a Garbbn1III I gh a1 Wavw0avelawa9pammwwam1.5 naw (3&Im)bNwW Mwr *Wft Tna owplppa0m an.eaM ow lumnamYraamnmlmal4bl' wmnlnam b 244wAymobnm. Edp ndoaLR'. 8318.1 Oona w b to miwun 30 YtJlaa MI4W) n hWt Open eba Mara wWl a brl Ma amaa Mn 30 Mw above M •oa Nowa babm ave Hwa gmft (Mall ala)rotw Mn3rirJr in hwwtmwuM worm,, mnMnaryaMbMM. (•Ming 11aIPerlaawnmmm. 0 b Nyw.) R917.19nBa almnalRplmatalHED rmbaWma anal MinrYof Gaal MI.apiq nem, aMwam"ClI ft MaappraaiINnnwaMadwIn a Mbaa'Opna.m Mar rRlaw tryboxha , to a*"MTha arms aNwaawlW Y•mmntalniMdamalalw MHMaabad am.arnnwarmlaraM Manan MidGHaalmiTlr Minnave d=SdoNdAl rbaaaowave twlmpan/ rdy lawaavvm r Ylrvrrp alasaar. N mnaa amlr NNE W Yb0 ala iwmat In mmd.lowm M pmMaaw aNaawara M IlmlaMwM 1irAwlip agip,Mt; aWw aNFPA7i awwwnlwlalI ave trW. rr rw aIYRMMIw ave Hwa. Jnwlw MING MINE Ywlrm ng, nLLM R87T.1JramaMaBcmmapwapdullm; - Mr baRarOaaaAnal 30aglaaawwm Mwawdol halj9a30naNE pOaawTba mndWmm/ aI I dw Mbawam221naw by30ndw wmahrbabar/n•lONga rw NOW aLEaarla baM OM A W4aa 111YMM, WWbaadr Ilaamaanl nM aM ya n dulli• poHMl a amw poN awe M ma opalap. Baa Saran LH300.1.3 waawyagimwMwMmma. aglpnwaawaded nSam. ROSSI Ca beftbMYan arbaaapaaW mnwamaa3idwa Oam wcaaaatl pep Raaaa, blallalma aq rw hod pmlAilp larlaaa a a prat/ n mmm whMmnMMNPAM /nes- Trp.Raora/pegimanll/nM blgep Mmr wwM,parr meal MlagawalAa aBalRm K11M.A Crit Nicosia ARCHITECT 114 Mm ONKM Aa2W, Pat JeflawA N.Y. 117T7 Twytslm(831)926 Fc0131)@BYSM wvaMwmma.am Emr mkereimma.mm FREDRICKS RESIDENCE SOUTHOID, N.Y. SECOND FLOOR PLAN Jab#:040490 Scale: 1/8"=1'-0" /'4-5 Date: 11/10/04 1 WEN Rev: USE 19 RAFTER LEND MILES F PROVIDED: NG WITH BD NAILS I.O.C. = ED. USE HT7IRT7 UDDER FRAMING IV O.C. GABLE END WALLS BLE ENDS T( TO PLATES UDS WHERI %DER 412X__ _. IMS EACH F > ORSON LTF MND JOIST. 4A0 COMMON NAILS N EACH END OF 20)C20 OF. STRAP 18' UP ORRX{ 2COLLAR TIES IN UP \ PER 11J OF ROOF 10- O.C.C. ROOF RAFTERS TO STUDS _ OR PORCH GSTDER 4-39 COMMON NAILS IN EACH CJ END OF 14lVX2D G6. STRAP -OR RR -USP RT10 OR SIMPSON LTS16 -NPER ABS PMANUFACTURER. 44M COMMON NMS N EACH END OF 14W X 20 G6. STRAP. SIMILAR AT GABLE EMD WALLS STUDS JOIST TO 4.80 COMMON MASS N EACH ED OF 14W X 20 G6. STRAP IC O.C. WRAP UNDER SILL OR USE USP MIF4F OR SIMPSON LTP4 PLATE 3r O.C. 51B• ANCHOR BOLTS 4r O.C. WITH 3"= SLOTEO SQUARE WASHERS - USPISB,PSON LBPS BIB' FJ TYPICAL UPLIFT CONNECTIONS 3/811=11-011 4.5 SECTION A -A RIDGE CAP SHINGLES ON CONTINUOUS RIDGE VENT 7X10 RIDGE BOARD W VENTING TO BE N CONFORMANCE WITH CHAPTER 31 -VENTS r AMI. VENTS THRU ROOF {--1.T h-1.5• 124 124 UV UV WC WC r r r t4 TUB r +.4 TUB Rue BATH Rue BATH 5 FIXTURE UNITS 5 FIXTURE UNITS I.-I.r 1-1.4WC IjII«��rr1.SII 1.4 r�NUV zNKm rl I�r STANDPIPE r 1 BA KITCHEN WASHER 4RKVUREUNDS 3FIXUREUNITS 1RKT14AE IRITI9 r WASTE 4.HOtM DRAIN CLEAN OUTS AS REQUIRED HOUSE TRAF BY SECTION P3005.2 l/CAPPROVED COPPER r CAST IRON SLOPED TO SUPPLY LINES APPROVED SANITARY SY3 PLUMBING RISER DIAGRAM SCHEMATIC - No SCALE SHNIGLES: S NAILS PER SHN G E. ASPHALT ROOFING INSTALLATION IN CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE WITH APPROVED (NDERLAYMENT. FLASHINGS ACCESORIES SHEATHING: 7110- APA RATED PLYWOOD. h NAILS AS PER NAILING SCHEDULE JINUM GUTTER AND LEADERS ON 2X0• FASCIA BOARDS CONTINUOUS VENTED SOFFITS WALLOONSTRUCIION: VINYL SONG ON TYVEK WITH JOINTAWNDOWADORTAPE ON 7A W APA RATED STRUCTURAL SHEATHING FRyA1FPJ ON STUDS 10-0.0. BEING TO BE NSTALLE N CONFORMANCE WITH R704 UIXIIiII6 WALLCOUNG BOARD: 1?MIN GYPSUM BOARD TAPED WITH 3 CMTS SPACKLE -.:.:31.7: 121:a.r.-.:N:.z.^Cir✓l xa P84 HEADER TO COW IN CAP SEE PLAN NOTES PUN NOTES UMN BOLTED TINU DECK JOIST HOLDOWN CLEAT 10- 0.0. .TED CONNECTION- SEE PLAN NOTES LUMN B/SEIHOLDOWN SIMPSON P54 Ifr ANCHOR BOLT to N. �w-: :N:.�-•-.. �rr�n n� WIPROOFNG OR WATERPROOFING AS REQUIRED BY DRAINAGE SYSTEM IF REQUIRED BY $OIL CONDITIONS. TYPICAL CONSTRUCTION SECTION j rP.C.SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND B48W PEKW CwFO- 15OwmMw9 ey9n wTh UEDDE.wbmm NpplaLr bywFnoulwyof 111I6 Th 9FIrw P19Mfla+or9r MM vak SMb Ef Wo DomwvtlM CaM1Frn 006A C1wptr 8 SFwbwWZSM3UwXI3W wr1 b. mw. RVMwCkCowpYbFRWM NWYWk SIMw&mWCawwrm C n*Lvdm Cam RESarob SOMAVegm 3.5 RdM t COUNTY SIeML HD0.6M0. TYPE DFwabr 1 Fwry, HEATNG:Nw.Elemb COMPLIANCE Pw Me. w• NS Mlla IrTMCar ANnw CNq CBA "DW FrinMi R-VMWR.VMw UFF W CA" 1: FYICiXy 900 3D.0 OB m CFM192utmoFlomw 200 10.0 0.0 10 Sl01ye W6 Rrlw, DM Prw 7 0420 3 WM1:l - Rmw Ir" 2M ISO SO 161 Wlm6 1: AlMrFrl LowE 246 0.340 M Daw I:AMMFF111mE 41 0310 14 DanZ'SoI&.Prdd. 35 020 S Pbw 1: Wm6 Joft 1027 19.0 0.0 46 BMW 1:62 ARE COMPLIANCE STATEMENT The Pmprr Wk" nprrrtl h IM6aonMl M onw. wMMbWOM prw FprJkJ9ww FM Mm mImJFOww FWn6w4 YAh I4F pWrnt oPrrm.Th paprr Fywrwhnbn664FIBw6 b mM Iw Nw YwkBwIFra -gVC rawvrmC rmVucim CMFIFpwwlwK ARCHITECTS SEALSIONITURE, DATE N TITLE BLOCK ENERGY NOTES: Ce" 1: Rot ON" R -MO cr.* br4F4wL VwrFAan bFMFA CAM 2: CF1bFww CFS10, R49.0 aFYR1 kimildom VmWb1 b40W. WM 1: Wa16 Fr ,Ir 0.9, R-13.0 aMyYINIINSon Wlbmc Ufidor. 0.340: Aldi~ -Low E GMFyq SISISIILL Ww10 Flrb Dwtlb Prw, U4FXS0t 0.420 Don 1: OMA. U*Or. 0310: AhrFm Dr. Dan 2: SOBA U41NW. 0.270. SWYPo r0W*LDr Fbw& Fbw 1:WbM JaK Ow lhlaallMWIF6 Spwa, R-19.0 m4AY iwllrllon HVAC Eaylpnwlb M800 III mlr6no wBl SOMM 503, SMFr 52 AFUE MN Ak L"kI w5DZ1.,w*4k prlMrww, wb r Mlr rwlapNwOF In 0w WON R*cmm WrFudtw wpb rWAd,iwI bF WIII rF9Fm6rhSOZ1.12 pdmb 0pwmd mMMOOIFY6 w16MMFarilm VOWRmw IK Wbed w 9nrw6bPN91ArNMpFNo Iwu1AwIw5w16FUroAV4pw.0 Wmrbm M1011E115WWWwwm*m*ft RIOwm N4BlohvwllNIaFiOAwFY6bam,1.0 prm nwc M11011114mbe I6rM, Will idbe rtl Fpp111w6 nrM r Alhft 6aIwtams am millonmww6FM ulohh11Fr w FRw6rwi VMllwnrFINMFFyF YINIFIrm YIM11Mww rtl oam. DUI hY4rolb Mllonn w0lBrtlm 503 FYFpwor nFIII r h1 W a FN100w 9180 nwlmMUIwIF SiiMm Fob• num IwNIFM9al9Mhuron M',r IFpiFa by tlrA 00" SwirW46WNnwObmYww4119 Fw rrl SFotmb0AYriFM mhFoMrrm0 bhoaomMmn pprbhTFM1.HWwOrFt COOFIO ANSSFMm502. IREr Aq 4 C 0 IIT Erie. Nicosia WHITEGT 414 Mwn NFIL8M4203 Pat Jdkw NY. 11711 TblLpvu: (6]i) 9264436. Fm (631) 9264513 rrw.wb4arLLawn Ellik wla0wbiveM.rmm FREDRICK5 RESIDENCE SOUTHOLD, N.Y. 5ECT10N/RI5ER/ENERGY Job#:040490 SCIle: 1/8"=1'-0" DoW 11/10/04 1 By: E.N. I Rev: