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HomeMy WebLinkAbout29740-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30825 Date: 03/16/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 220 HOLBROOK AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 9 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 4, 2003 pursuant to which Building Permit No. 29740-Z dated SEPTEMBER 17, 2003 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 ADDITION & ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DWAYNE R & MARILYN ADSITT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 82496C 04/09/04 PLUMBERS CERTIFICATION DATED N/A ho zed Signature Rev. 1/81 9-0- �rx 0/ i -, -err, y Form No.6 TOWN OF SOUTHOLD �p BUILDING DEPARTMENT 1mf 15 20 TOWN HALL L765-1802 DEF". I ^TQ'AM OF sr,. TNO_J APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: L final surrey 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 certifica 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 i 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$15.00,Commercial$;'i 5.00 Date. ©)� New Construction: Old or Pr``"xisa ting Building::_�(check oone)'' II Location of Property: UO T10.lbnoak [ ne MQ1 C� LC House No. Street / Hamlet Owner or Owners of Property: T .t G�)ne _� Htc r'I)[n fid5 i 1-k Suffolk County Tax Map No 1000, Section '47-9R'S-9 Block O(a Lot Subdivision Filed Map. Lot: J Permit No. 1/0 Date ofPermit. 9- /7- Q j Applicant: \UW ay„eM— Health Dept.Approval: Underwrites Approval: d Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ AppljZmt Signature �fStf� c o �303a 5 Electrical Inspection Certificate - - Issue Date Electrical Inspection Service, Inc. Application Number +_ 4/9/2004 375 Dunton Avenue 82496C East Patchogue, New York 11772 rx (631)286.6642 a " Issued To: Dwayne Adsitt Street: 220 Holbrook Avenue ~ Village: Mattituck Zip: 11952 Town: Southold Section: Block: Lot: Contractor: Peconic Electric Corp. (L) (cc) Lic. # 5230-E - Was examined and found to be in compliance with the National Electrical Code. " �rx aq ._ ❑ Commercial El NV Defects ❑ Pool ] 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub Residential ❑ Det. Garage 17J Attic ❑ 2nd Floor U Outdoor 1J Addition U Survey �x �" - Switches Receptacles Fixtures GFI Heaters A/C Fans 6 6 10 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit.- Other ermit.Other Equipment Hugo . Surdi President Rough Inspection: 11/18/2003 Inspector: Sean P.Hightower Final Inspection: 04/08/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 1?7 - M-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION 1ST [ ] ROUGLBG. [ ] FOUNDATION 2ND SOLATION [ ] FRAMING [ ] FINAL [ ] FIREP AC & CHIMNEY REMAR DATE INSPE �-� 7 �O�- M-1802 BUILDING DEPT. INSPECTION X] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ Vl FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: q DATE `0 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ 1NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE // © INSPECTOR TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST.1 SUB. LOT u.�oyne, f�; �ly� +E • .,., o tkrO 'u > K, FORMER OWNER N E ACR. 4y 7f iVQ 19-pvr�5JnL S WTYPE OF BUILDING Di.Nis . HU .4 RES. -;�)d SEAS. VL. / FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS / �/ t 7a7s/ C 7 V' F Y 7 SoLO ?Soo. v lro 9ivt S or" h6l,, s Zvc, fy 3 Qlcu- 1 c .o Ii1Hc��Otdy _N,.� a- 'S o�— upf� noo AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per VGlue Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROADo 3 Meadowland DEPTH r. House Plot BULKHEAD Total `'� �'' � DOCK COLOR t�� ,Z� 7�rzuce �1 Sra TRIM vh II � 3 - 84 - ' I y 9. f Z � _ Extenaio3 ZSR —L— Extension Extension Foundation �, c Bath Z Dinette Porch Basement �JL Floors a t� - r• r..' K. PorCTi 1 2�/, , 5 6 Ext. Walls uUVC v InterioF Finish �' 7z, LR. Breezeway Fire Place — Heat �Ec IDR. Garage Z2T e Roof Rooms 1st Floor BR. (o ( S yP S 3 Patio ;Recreation Room Rooms 2nd Floor FIN. B 00• B_--_-, �— Dormer Driveway Total �S I 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. 29740 Z Date SEPTEMBER 17, 2003 Permission is hereby granted to : DWAYNE R ADSITT PO BOX 1146 MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 220 HOLBROOK AVE MATTITUCK County Tax Map No. 473889 Section 106 Block 0009 Lot No. 018 pursuant to application dated AUGUST 4 , 2003 and approved by the Building Inspector to expire on MARCH 17, 2005 . Fee $ 150 . 00 uthor ' -ed ORIGINAL Rev. 5/8/02 AffrOES Ituls 250 REST TWENTY-S -4 F7.- NEW YORK. Nl10001-6737 (212)620-6111 FA.X:(212)9894524 w .acchitectfa-antoniadmcom 20 November, 2003 Southold Town Building Department 53095 Main Road Southold, NY 11971 Attn: Inspector Fish RE: Adsitt Residence Jackson's Landing, Matdtuck, NY Filing 1974OZ Dear Inspector Fish: This is to certify that I have inspected the installation of the following: 1. Footings and foundation wall. 1`� ,; i ; ; 2. Slab and slab insulation. 2 5 2003 �,,.. 3. The framing and the fastening. + All of the above have been done according to the NYS building Code specdic nd the documents filed with Southold Building Department. Should there be any quesqns or further information needed please feel free to contact me. Since ; \S��O ARC' G. Arty FO '\ y O , And w Antoniad Arch CC: D. &M. Adsitt /�OFThE sYPjEO� Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id Data filename:Untitled.rck PROJECT TITLE:ADSITT RESIDENCE ) . COUNTY: Suffolk d i STATE:New York --- HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:08/29/03 DATE OF PLANS: 6-20-03 PROJECT DESCRIPTION: ONE STORY ADDITION DESIGNER/CONTRACTOR: PAUL J.ANGELIDES P.E. CONSULTING AND FORENSIC ENGINEER 17 WHITE OAK TREE ROAD LAUREL HOLLOW,NY. 11791-1211 PROJECT NOTES: NOTE: R-14.4 POLYSISOCYANURATE INSULATION UNDER SLAB INCLUDED IN CALCULATION FOR COMPLIANCE. COMPLIANCE: Passes Maximum UA=410 Your Home UA=394 3.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 400 38.0 1.4 9 Skylight 1:Wood Frame:Single Pane 10 0.330 3 Skylight 1 copy 1: Wood Frame:Single Pane l0 0.330 3 Skylight l copy 2: Wood Frame:Singte Pane l0 0.330 3 Skylight 1 copy 3: Wood Frame:Single Pane 10 0.330 3 Wall 1: Wood Frame, 16"o.c. 136 19.0 2.7 4 Window 1:Metal Frame:Double Pane with Low-E 19 0.330 6 Window 2:Metal Frame:Double Pane with Low-E 14 0.330 5 Doer 1:Glass 39 0.350 14 Wall 1 copy 1: Wood Frame, 16'o.c. 136 19.0 2.7 4 Window 1 copy 1:Metal Frame:Double Pane with Low-E 19 0.330 6 Window 2 copy 1: Metal Frame:Double Pane with Low-E 14 0.330 5 Door i copy 1:Glass 39 0.350 14 Wall 3:Wood Frame, 16"o.c. 188 19.0 2.7 4 Window 2 copy 3: Metal Frame:Double Pane with Low-E 14 0.330 5 Window 2 copy 2:Metal Frame:Double Pane with Low-E 14 0.330 5 Window 7:Metal Frame:Double Pane with Low-E 7 0.330 2 Window 7 copy 1:Metal Frame:Double Pane with Low-E 7 0.330 2 Window 7 copy 2: Metal Frame:Double Pane with Low-E 7 0.330 2 Window 10:Metal Frame:Double Pane with Low-E 12 0.330 4 Window 10 copy l:Metal Frame:Double Pane with Low-E 12 0.330 4 Window 10 copy 2:Metal Frame:Double Pane with Low-E 12 0.330 4 Window 13: Metal Frame:Double Pane with Low-E 7 0.330 2 Window 13 copy 1: Metal Frame:Double Pane with Low-E 7 0.330 2 Window 15: Metal Frame:Double Pane with Low-E 9 0.330 3 Wall 4:Wood Frame, 16"o.c. 188 19.0 2.7 9 Door 3:Glass 21 0.350 7 Floor 1: Slab-On-Grade:Heated 400 16.1 260 Insulation depth:4.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,beliet;and professional judgment,such plans or specifications are in compliancewith thi die. ? Builder/Design F E Date 2 Gl P i. aryGC. y� '• v � I r ¢I ir m , L ZcP�O M, s OFESSIONP` REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id DATE:08/29/03 PROJECT TITLE:ADSITT RESIDENCE Bldg. Dept. Use I Ceilings: [ I I 1. Ceiling 1:Cathedral Ceiling(no attic), R-38.0 cavity+R-1.4 continuous insulation I Comments: i I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16 o.c.,R-19.0 cavity+R-2.7 continuous insulation Comments: [ ] I 2. Wall 1 copy l:Wood Frame, 16"o.c.,R-19.0 cavity+R-2.7 continuous insulation Comments: [ ] I 3. Wall 3: Wood Frame, 16 o.c.,R-19.0 cavity+R-2.7 continuous insulation Comments: [ ] I 4. Wall 4: Wood Frame, 16"o.c.,R-19.0 cavity+R-2.7 continuous insulation I Comments: I Windows: [ ] I 1. Window 1: Metal Frame:Double Pane with Low-E,U-facto:0.330 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ J I 2. Window 2: Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?( ]Yes( ]No nt I Commes: [ ] I 3. Window I copy 1:Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes( ]No Comments: [ ] I 4. Window 2 copy l:Metal Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 5. Window 2 copy 3:Metal Frame:Double Pane with Low-E,U-tactor:0.330 For windows without labeled U-factors,describe features: #Panes`Frame Type Thermal Break?[ J Yes[ ]No I Comments: [ ] I 6. Window 2 copy 2:Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 7. Window 7: Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ J I 8. Window 7 copy 1: Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-tactors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ 1 I 9. Window 7 copy 2:Metal Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: I #Panes`Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] I 10. Window 10:Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ) I 11. Window 10 copy I: Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?( ] Yes[ ]No Comments: [ ] I 12. Window 10 copy 2: Metal Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] I 13. Window 13: Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 14. Window 13 copy 1: Metal Frame-Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 15. Window I5: Metal Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?[ ]Yes[ )No Comments: I Skylights: [ j I L Skylight 1: Wood Frame:Single Pane,U-factor:0.330 For skylights without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Skylight I copy 1:Wood Frame:Single Pane,U-factor:0.330 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ j No Comments: ( ] I 3. Skylight 1 copy 2: Wood Frame:Single Pane,U-factor:0.330 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] I 4. Skylight I copy 3: Wood Frame:Single Pane,U-factor:0.330 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I t. Door L•Glass,U-factor:0.350 Comments: [ ] I 2. Door 1 copy 1:Glass,U-factor:0.350 Comments:_ [ ] I 3. Door 3: Glass, U-factor: 0.350 Comments: I I Floors: [ 1 I 1. Floor 1: Slab-On-Grade-.Heated,4.0' insulation depth, I R-16.1 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at I least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and emends at least 6 in.below grade. I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder: [ 1 I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ I I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ j I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastio•plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ( ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling duds with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ( 1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. i Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ J I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: f 1 I Insulate circulatine ho t water pipes to the levels in Table 1. I I Swimming Pools: [ 1 All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 Of must be insulated to the levels in Table 2. Tile 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thidmess in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( F) 2"Runouts 1"and Less 125"to 2" 2.5"to 4" Heating Systems Low Pressure(Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPEMON REPORT DAV COMENTS b t� POUNDAITON(1ST) � or C w FOUNDATION(2ND) z _ p m ROUGH FRAMMG& 6 PLUMBING G 4-11 INSULATION PER.N.Y. STATE ENERGY CODE FINAL ADDMONAL CQ?C4ENTS P' O z z m g9 _ 9 u O z s l � v e� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 r 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 x Survey www. northfork.net/Southold/ PERMIT NO. 09a4o-?- A Check Septic Form r r. -- — N.Y.S.D.E.C. F 7 , ,. t7! Trustees Examined 17 ' 10 Contact: Approved 2 17 20_� Mail to: I Disapproved a c L Phone: Expiration '] 110 Building I Spector APPLICATION FOR BUILDING PERMIT Date A40aS4 2000 INSTRUCTIONS IV a. This 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 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, hous code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature Ot applicant or name, if a corporation) �Po3ox 11c m6twWurR,dp 1192 (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AA In f Name of owner of premises Qyne B/ /vlA r; I V!l 14 S i 4 (Aso to he tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location ofla�id q�nj,which proposed work will be done: t , '990 tahroo� Lune Ivlot�• etc�c House Number Street Hamlet , County Tax Map No. 1000 Section Ll 73Z99 Block ._ /Q(e dot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and}' tended use and occupancy of pr posed construction: a. Existing use and occupancyE�i IDChi f( b t b. Intended use and occupancy R 15IQE&2ri a( , 3. Nature of work (check which applicable): New Building Addition I/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost t �j�, BBO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each tvpe of use. 7. Dimensions of existing structures, if any: Front 66. Rear %, 4 Depth Z2,3 35 Height Z.3 , 1'/ Number of Stories Z Dimensions of same structure with alterations or additions: Front 66.4 Rear Depth 51, 4 Height Number of Stories S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 13(9f Rear 130� Depth bbd 10. Date of Purchase I Ztj200 Name of Former Owner 1 u sa n E a n 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V' 13. Will lot be re-graded? YES_NO ✓Will excess fill be removed from premises? YES ✓ NO 14. Names of Owner of rgmiser r' , )"�s�dress //'/G /(>afl e�Phone No. o?4 - 116,7 Name of Architect of n' 1re AddressAffb#1.ftV4. N9.AH Phone No(A14U0-G/1/ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t/ * 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 OFS IC 1 Wa ane. �. jgr7�5 i 1 being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signing contract) above named, (S)He is the OA)ner- (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 tlmi l.� v of 2 otary Public LYNDA M.BOHN Sign re of Applicant NOTARY PUBLIC,State of New York No.01606020932 Oualified in Suffolk County Term Expires March 8,2D=t BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _/ /03 APPLICANT: ,.. ° Mc�c� DATE SUBMITTED: _z__/j,_/03 SCTM#DISTRICT: 1,000, SECTION: ICO( , BLOCK: �, LOT: _SUBDIVISION: ADDRESS:c2i ,mll i6tmL CITY: ZONING DISTRICT: — CONFORMING? /Ak) BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y�PR N BP -Z/C/0 Z- , INFO xBP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7i REQ. LOT SIZE: ACT. LOT SIZE:L2 REQ. LOT COV. ACT. LOT COV. REQ. FRONT SIO (9)PROP. FRONTS�-✓REQ SIDE (►,5� ACT. SIDE REQ. REAR PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: , ESTIMATED PROJECT COST:4 �►�TON�AD� WATER FRONT? go DESCRIPTION: ANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or O (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE- /C 9/1/75 YES o DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE: / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: Vq SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. (_SF)- ASF)— SFX $ =$ +$ +$ = $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ _ $ 3. (—SF)- ( SF)= SFX $ =$ +$ +$ _$ FINAL TOTAL: $ �`'� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPPH Seismic Desig ategory:B Weathering: Severe rost Depth:36" -� Termit . -.H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: N 4 USE/OCCUPANCY CLASSIFIC ION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: VJ DESIGN CRITERIA: ENGINEERED/1 __._ FULL FRAMING DESIGN ELEMENTS:&N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N OR JOISTS: Y/N ROOF RAFTERS: Y/N LU R-SP E: Y/N ESIGN L ALCULATIONS: /N LIVE: Y/N DEAD: /N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DO :;�ISSLE TEST �EQUIREMENTS:Y /N EG RE . . LIGHT 8%: Y/N / VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE.<S!)N MEANS OF EGRESS: Y/N 1-1/.4- PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N �! TRUSS DESIGN: Y/N CERTIFICATION: Y/N ERGYCALCS TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ANTONMES ARCHITECTS 250 WEST TWENTY-SIXTH STREET-4 FL- NEW YORK, NY 10001.6777 (211)620-6111 FAM(212)"9-1524 w .archllec4ganloniades.com i — 13 September, 2003 Southold Town - ,7- Building Department 53095 Main Road Southold, W 11971 t'' 1 6 tow Attn: Damon Rallis Building Permits Examiner - RE: Adsitt Residence Jackson's Landing, Mattituck, W Energy calculations and Missile protection. Dear Inspector Rallis: Attached herewith is the following requested information: 1. W State Code Energy calculations. 2. Missile protection information as follows The Contractor has been instructed as part of his bid to include demountable protective shutters to cover all openings in this extension. They shall be composed of 5/8" plywood with mounting hardware. These shutters would be stored on premises at all times ready to be mounted when the need arises. Should there be any questions or further information needed please feel free to contact me. Since ��RE) ARco�r . AN Tp FCI, 4' And G. Antoniade , :m C 2 N p Arch' ect CC: D. & M. Adsitt �RTHE SSPS Enclosure ENERGY CODE DRAWING LIST _ 117 ' E 130.00'THE ARCHITECT AFFIRMS THAT TO THE BEST OF HISA-1 PLOT PLAN h GEN. NOTES KNOWLEGDE, BELIEF AND PROFESSIONAL JUDGEMENT, A-2 FLOOR PIAN de REFLECIEO CLG PLAN jx THESE PLANS AND SPECIFICATIONS ARE INCOMPLIANCE WITH THE NEW YORK STATE ENERGY A-3 EXTERIOR ELEVATIONCONSERVATION CODE, DATED MAY 2002 INACCORDANCE WITH SECTION 101. A-4 BUILDING SECTION & El(TERIOR ELEVATIONo0A-5 BUILDING SECTION ' �� / pA-6 WALL SECTIONOWS-1 FRAMING DETAILS o ROOF OVERES-2 NAILING SCHEDULEWOOD PORCH / 31.5' 0 N13.0' GENERAL NOTESN 11.1' (,�qw3.9' 23.6' 2.0' I, THE CONTRA= SHALL BE RESPON9BIE FOR THE PROTECTION OF ALL CONATIONS AND MATERIALS MINN THE PROPOSED CONSTRUCTION AREA THE I V t-- o 22.0 7.8' W 3 \ ADa Z L' CONTRACTOR SHALL D"E A PROFESSORIAL ENGINEER REGISTERED IN THE STATE OF NEW YORK FOR THE DESIGN. SN0INIG AND STALING OF ALL CO O Z LR = SHOWING AND BRACINC, AND SHALL INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR SHALL HAVE GG THE SOLE RESPONSWIITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK I 3 1 1/2 STORY FRAME 35.4 2, THE CONTRACTOR SHALL VERIFY E705TING CONDITIONS PRIOR TO REMOVALS, AND ALWAYS PROPERLY SHORE STRUCTURE DURING OPERATIONS TO PREVENT 'D ai 2.3 HOUSE & GARAGE STRUCTURAL MOVEMENT OR STRUCTURAL FAILURES. I 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDRIIN6 IN THE FIELD PRIOR TO COMMENCING HIS WANT, AND SHALL REPORT TO THE O 31.9' tL ARCHITECT ANY CUMDI OR DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS REQUIRING MODIFICATIONS BEFORE PROCEEDING WITH THE WORK. 66.4' 4. THE COKWACTOR SELL 00 ALL CUTTING, PATCHING AND REPAIRING AS REWIRED TO PERFORM ALL OF WORK INDICATED ON THE DRAWINGS AND LLQ SPECIRCATIONS. AND ALL OTHER WORK THAT MAY REQUIRED FOR A COMPLETE INSTALLATION. I W 3 I U Z 5. REMOVAL ARE SHOWN FOR GINSTRUCTIOI TRADES ONLY. PLUMBING AND ELECTRICAL REMOVALS PRE NOT SMHOWWW. AND ARE THE RESPONSIBILITY OF THE � Ci.l i CONTRACTOR, HIS SUBCONTRACTORS, OR OTHERS. VERIFY WITH OWNER PRIOR TO COMMENCEMENT. O 7.0' 1 I Q ai rc • 6. ALL WOW SHALL CONFORM TO THE REGULATIONS OF THE STATE OF NEV YORK CODES, RULES, AND REGULATIONS, TRE 9 EXECUTIVE DEPARTMENT, � LOT LATEST ED(TION. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF BROONWLLE FIRE DEPARTMENT REGULATIONS, AND BEST TRADE I W z iR PRACTICES AND STAM MD. I'7 I'7 x < 7. BEFORE COMMENCING WORK. THE CONTRACTOR SHALL FILE ALL INSURANCE CERTIFICATES AS REQUIRED BY LAW AND OWNER. 1 470 / 0c) 9. DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REWIRED FOR PROPER CONSTRUCTION OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INCLUDED NEW JJJ pp H- oR SHOWN ON TME DRAWINGS. z CTOR FIN-GROUND POOL N Q co a. THE CONTRASHALL COORDINAIE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES AND OWNER. 9. ALL INTERIOR DIMENSIONS ME M THE FINISH SURFACE to. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF WOW, MD BY COMMENONG THE PROJECT AGREES TO HOD HARMLESS THE ARCHITECT AND OWNER FOR ANY AND ALL DAMAGES, INJURIES OR CLANS INCLUDING THIRD I WOOD WALL (TVP.) PARTY CLAIMS. 11. THE CONTRACTOR SHALL LAY-OUT HIS WOW, AND SEW. PROIDE ALL DIMENSIONS BY HIS SUBCONTRACTORS AND OTHER TRADESMEN. o 12. UNLESS OTHERWISE INDICATED. HEIGHTS NOTED IN SCHEDULES ARE HEIGNT ABOVE FINISHED FLOOR. BRICK & WOOD o g 13. AT EXTERIOR C0 AT GYPSUM WALLBOARD CONSTRUCTION SHALL HAVE METAL CORNER AADS INSTALLED. TlE STEPS 14. ALL METAL CORNER BEADS AT WINDOWS AND DORS SHALL BE NON-CORROSNE TYPE I I m Ej Y �+ W FRAMING NOTESs N 01' 25'20" W ROW OF EVERGREENS 130.00 Z El I. ALL WOOD CONSTRUCTION SHALL BE DOUGLAS FIR, CONSTRUCTION TYPE NO. 2 COMMON OR BETTER, F MIN = 1,600 PSI, FB MIN = 1,200 PSI. ALL - r - - MATERIAL SHALL CONFORM TO AMERICAN INS M OF TIMBER CONSTRUCTOR, AND ALL CONSTRUCTION SHALL BE PERFORMED IN CONFORMANCE WITH < c THE NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADED LUMBER AND FASTENERS, LATEST EDTTKIN. w 2. PRONBRIDGING 2x DGING AT MID-SPAN FOR ALL JOISTS, AND AT MID-HEIGHT FOR ALL WALLS. PROVIDE SOLID BLOCKING AT ALL JOISTS ENDS. CONC. CURB F W 3. TIMBER JOIST HANGERS TO BE IS GA MIN. GALVANIZED STEEL AS MADE BY SIMPSON STRONGTIE CO. NO OTHERS SHAT BE ACCEPTED. Cn ' a 0 4, ALIGN VERTICAL STUDS WITH ALL SUPPORTED JOISTS AND RAFTERS AT BEARING WALLS. PROVIDE DOUBLE STUD WHERE SUPPORTED ELEMENT Is Douma. JACKSON'S LANDING EXTEND FULL HMIT OF BEARING WNL. DWG. NO. 5. DOOR AND WINDOW HEADER SHALL COMPRISE OF TWO 200 AWN. (SEE WALL SEUM FOR SIZES) SITE P L A N 6. PROVIDE TWO STUDS. MIN. AT EACH SIDE OF OPENINGS, EXTEND FULL HEIGHT OF WALL TYP. A�1 7. ALL EXTERIOR FRAMING SHALL BE PRESSURE-TREATED FDR EOERIOR USE INTERIOR FRAMING SHALL NOT BE PRESSURE TREATED. SCALE: 1" = 20' 50' 40' 30' 20' 10' 0' 1 OF FJ SHEETS EXISTING GARAGE EXISTING LIVING/DINING ROOM EXISTING BATHROOM EXISTING BEDROOM S OE�AM_44f ,— �O EXTEND WALL ABOVE DOOR c • � o o SNriIGHT OPEN'C UNIIJ C0 ER➢7G FAN 0 p L II G H T F I X T U R E K E Y �y}- {}} SLOPE UP r RECESSED DOWNIJGHTS, AOJUSTABLE HEAD r WB PE P LGO GWS CLG . 0 RECESSED DOWNLIGHTS E W©- SKYLIGHT OPEN'c 0w O O N� -FUT CWB CEILING-� r /77777777 1-77 Llj W-5 I'-ID W-5 11-10• W S REFLECTED CEILING PLAN - PROPOSE D 2 SCALE: 3/16" = 1 -0" JO' 20' IO' S' o' C) Z EXISTING GARAGE EXISTING LIVING/DINING ROOM .2'_4• F_X_ISTING KJN7TING BATHROOM EXISTING BEDROOM W Q o REMOVE EXISTING SLIDING DOOR W z � ON 14's � N Y GRADE EXISTING PUNTER I �- STEPS; MATCH WINDOW SCHEDULE f — ~i FLOOR FINISH F TYPE OTY SIZE - W.H (R.O.) MODEL OPERATION MANUFACTURER iu I FUR-OUT WNL FOR m o W-I 2 Y-5}' x V-5a' GN255 CASEMENT ANDERSEN in L - - -� NEW POCKET DOOR W-2 4 Y-51' x 2'-4}' AW351 AWNING ANDERSEN ON 12' F-4 DN 18*--- A351 Q 3 Y-5i' x 2'-Oa' A351 AWNING ANDERSEN D-1 -N1Eft5��CEIUNC—� D_2 BLUESTONE FLAGSTONE PAVERS W n W-4 3 3'-5}' x 3'-51' CH235 CASEMENT ANDERSEN J " g W©- • J 3'-51' x VARIES FIXED ANDERSEN SKYI..ICHT ABOVE (<) I SLOPE 11; W m W-6 4 3'-01' x 2'-4{' AW31 AWNING ANDERSEN °p f- - -- - , 4 w W-7 • 4 2'-6' x 3'-9}' INSUU-DOME SKYLIGHT INSUU-DOME ON 12' PREFAB GAS RREPUCE w 'NOTE. W 2 L - - (SIDEWALL VENT) - - ! WOOD STAIR o v 1. W-5 - SEE ELEVATION FOR CUSTOM ARC DIMENSION 2. SKYLIGHT - LOW-E GLAZING, REMOTE OPERATION h RAN SENSOR - RPII a o DOOR SCHEDULE yp0D 57pR5 o MANUFACTURER- T W-2 - W-2 N W z TYRE DPI SIZE - WxH (RD-) MODEL / OPERATION ANDERSEN .. U1 0 � 0-1 1 V-51' x 5-5}' FW60611PA HINGE a- 1 1 J'-5}' x 5'-5}' FW W611AP HINGE J Q z z 0-3 • 1 J'-0' x Y.I.F. SLIDING 2'-11' 4'-5" it 4'-5" '� 4'-5" 4'-5° 2'-11° _D._3. �=� w a a m 0- o 'NOTE: 1. 0-2 TRACT( IS MORGAN M-3S-12 W/7001 TRACK 2 -6' DWG. N0. FIRST FLOOR PLAN - PROPOSED A02 30' 20' 10' S' 0' 2 OF 6 SHEETS *)4804 M E Grp Eo \Pp •i a b UNIVERS\ SKYLIGHT NEW WOOD CLERESTORY WINDOWS (AT EXISTING 2ND FLOOR) E •REMOVE EXSING WINDOWS -REINFORCE HEADER SUPPORT AS REQUIRED 121-21 'NEW WINDOW GLAZING AREA EQUAL REMOVED WINDOW GA-ZING AREA (10% FLOOR AREA) WOOD TRANSOM WINDOWS ROOFING/ANGLE TO MATCH EMISIINC __ -- Ilk WOOD CASEMENT WINDOWS _ WOOD AWNING WINDOWS CUPDOM05 10 NATCH EXISTING �� LLI 0 z Z ga W z H G - - -- I FA Lli _ J ^ W o g NEW WOOD STAR I W-2 W- W-A W- W-z NEW GAS FP EXHAUST GRILLE I NEW WOOD STIR W RAW is z NEW ALUM. GUTTERS $ LEADERS TO MATCH EXISTING. w CONCRETE FOUNDATION h FOOTING w O U (n W SOUTH E L E V A T 1 0 N z 3D' 20' IO' S' D' (D a- m a Q y z z m 3 3 w � a ma 00 0 o DWG. NO. Am3 3 OF 6 SHEETS t . Z�,�Ai•ci DES O '0 P VIP 7.�e O ..ONd S\� H UNIVER N p T ROOF CONSTRUCTION 2s12'S WOOD JOIST 16. O.C. E 200 COLLAR BEAMS 16' O.C. d "2x BRIDGING AT MIDPOINT OF RAFTERS a -VAPOR BARRIER FIBERGLAS BATT INSUL 7 "3/4" FELT2 GRADE PLYWOOD V "ROOFING TELT "ROOF SHINGLE (TO MATCH EXISTING) W SKYLIGHT COLLAR BENTS ROOFING TO MATCH IXISTWG w �c v FIAT GWB COUNG w a > SLOPED cwe count 0 s GUTTER k LEADER TO MATCH EXISTING LLJ L k POCKET DOORS AT NOW WALL \ WAI I�CTRucnQN ld'S WOOD STUDS 16° O.C. Q -R-19 FOR FACE FIBERGLASS BATT INSUL �wy "3/4' EXTERIOR GRADE PLYWOOD F Q 'BUILDIWRAP 4=0 HINGLE (TO MATCH EXISTING) m •1/2° On LY L- CUPBOMOS TO MATCH EXISTING CONCRETE STEPS WITH CERAMIC TILE FINISH ; C? FIQQatSAa C@KTRUMIONw -CERAMIC 111.E FINISH (THIN-SET) J n W-1 D-1 W-2 "4'CONC. SLAB W/WWF W "cHRowLOX HEATING COILS (IN SLAB) m 14'CRUSH STONE c VAP "fi M0.r DR BARRIER — — — — — — — — 'COMPACTED EARTH _ _ _ _ �+ WOOD STEPS as CONCRETE FOUNDATION A FOOTING w � o 2 WEST ELEVATION — PROPO S E D S ECTION — PROPOSED w z SCALE: 3/16" = V-D° 10' S' 0' SCALE: 3/I6" = I'-0° 10' 5' O' Q z 3 z w � m vsr � vii o � DWG. NO. Am4 c 4 OF G SHEETS , *N 2 A rd% "ONV `�+O ' UNIVERr' WG � i,=- SEE BLDG SECTION (A-6) FOR MORE INFO ROOFING/ANGLE TO MATCH EASONG W U \ Z W a i o V7 u W Z Y cn FM c Q Q I o W Q n F F m NEW WOOD STAR r l W r NEW POCKET DOOR AT EXISTING DOORWAY m g NEW CONCRETE STEPS W/ CERAMIC RLE FINISH m NEW CONCRETE FOUN0A110N h FOOLING — — — — — — — — — — — — — — — — — — — — J L- — Y 2.8 COLLAR BEMIS 16"O.C. W O U BUILDING SECTION - LOOKING NORTH Q o W i = 20' TO' S' 0' w (n < rc U m " a m o lu0 3 w CC m vs a h m O DWG. NO. A35 15 OF 6 SHEETS MATCH EXISTING ROOF SLOPE 2' SPACE (ABOVE INSUL.) FOR AIR CIRCULATION/VENTING TYPICAL ROOF CONSTRUCTION j 'FIBERGLASS BACKED ASPHALT ROOF 1 SHINGLES (MATCH EXISTING) _ '15# ASPHALT IMPREGNATED BUILDING PAPER 13/4' EXTERIOR GRADE SHEATHING 0202 RAFTERS ® 16" O.C. W/R-30 FOIL FACED FIBERGLASS BATT INSULATION *VAPOR BARRIER '1/2' GYPSUM WALL BOARD 2x12 RIDGE BEAM A ALUM. DRIP EDGE i CONTINOUS RIDGE VENT ++ 4 2x8 COLLAR BEAMS 16" D.C. + ALUM. GUTTER & LEADERS TO MATCH EXISTING FLAT GWB CEILING CONT. SOFFIT VENT W/ INSECT SCREEN WOOD FASICA & SOFFIT TRIM, PTD. PROVIDE 2x BRIDGING AT MIDPOINT OF ALL RAFTERS (NOT SHOWN) WOOD TRIM, PTD TO MATCH EXISTING TRIM PREFAB SKYLIGHT (LOW-E GLAZING) T.O. WINDOW/DOOR 0 6 ^11" (R.0.1 FOR WINDOW TYPE & SIZE, 1/2" GYPSUM WALL BOARD 0 OPEN'G SEE WINDOW SCHEDULE 2x12 BLOCKING AT OPEN'G TYPICAL EXTERIOR WALL CONSTRUTION SIMPSON HURRICANE PLATE 'H2' (TOP PLATE/RAFTER) 'WOOD SIDING TO MATCH EXISTING -BUILDING WRAP (AIR FILTRATION BARRIER) '3/4" EXTERIOR GRADE PLYWOOD SHEATHING SIMPSON HURRICANE BOLT 'BP' (SILL PLATE/CONCRETE SLAB) •26" WOOD STUDS 0 16' O.C. W/R-19 FOILED FACED, FIBERGLASS BAT INSULATION 'VAPOR BARRIER WOOD WALL BASE 11/2" GYPSUM WALL BOARD CERAMIC TILE FLOOR FINISH 2x6 PT SILL ON 1/4" CONT. SILL SEAL FINISH FLOOR 4" CONCRETE SLAB W/W.W.F. & ELECTRIC HEATING—�� �i —�- 14 BELOW MAN HOUSE FLOOR SYSTEM (CHROMALOX) a —° ° ° CONTINUOUS TERMITE SHIELD VAPOR BARRIER --— � ° GRADE - SLOPE AWAY FROM HOUSE 4" GRAVEL BASE :III—III— I=_ — ° 4" DIA. PERFORATED PVC FTG DRAIN, CONT. FILTER FABRIC COMPACTED NON-ORGANIC FILL - _—III III—III— POROUS GRAVEL FILL II _ 1/2" � X 7" L. BOLT 0 48" MAX 'I --III= = ° —III I I I- 1I—_ CONTINOUS CONCRETE FOUNDATION WALL W/#4 REBAR 16" VERTICAL D.C. 1 1=1 1=1 1=1 =1 I I=1 I_-_I 11= -III=III -III e" —III III=III- o CONTINOUS CONCRETE FOOTING W/(2) k4 REBAR = —III=1 c I I III— -__ III—III I ° IIIIIIIIII _III=III III= m N miIII-1 I — III III III—III III III—III—I I —I I —I I I—I I I—III—III—I III 11 1 EdII III—III- g^ 18" WALL SECTION - PROPOSED 1 SCALE: 1' = 1'-0' 5'-0" 4'-0" 3'-0" 2'-0" 1'-0" 6" 0' S pcD ARcl,/ G. A,v TD Fpx 11 Cn SHEET TITLE: JOB TITLE: ` < 4r�`, ' N at WALL SECTION AMID !!�� .e/� . 0) SCALE: AS NOTED DA E: 5.10.03 ADSITT RESIDENCE AM1�/W M� -lye N 80 957 Tom-5006 WFET-416 FL 6n MRC HI'10001-0777 '^ O DRAWN BY: RGH CHECKED BY: AA JACKSON LANDING m cmMATTITUCK. NY (212)670-6111 FAX(212)989-M4 wrAmmmwallmomm R JOB NO: GS +% CA �y Simpson Strong—Tie Q7 z - Catalog No. RR C4 'lp ��,, � ONtl A 00 UNIVERS\ ° ° 00 o E o ° Y 0 0 0 0 E U o �o ID o ° 11 0 0 ML Simpson Strong—Tie Catalog No. H2 Simpson Strong—Tie � Catalog No. HRC22 6 RAFTER CONNECTION 5 RAFTER TO RIDGE CONNECTION 4 RIDGE TO HIP RIDGE CONNECTION U s Nss VIJ Z W 0 ° N � v LJ NO° << Y 1 Use every other nail hole CUT (n in a row to provide the LENGTH O �o � Q code—required minimum END center—to—center LENGTH 00 spacing for nails 0 000 LLI � J o CLEAR 2 x EMBEDMENT LENGTH ° g m SPAN + 12" MINIMUM 0 0 o REBAR LENGTH m o a W 8 � � 3 0 END U' Ei Provide minimum b LENGTH Z LJ i end distance 0 Equal number of ww . .�- E Z specified nails z z in each end W a m Simpson Strong—Tie Simpson Strong—Tie az, o Simpson Strong—Tie Catalog No. HCP HPAHD22 � Catalog No. CS owo. NO. CS Coiled Strap �. 3 FLOOR TO FLOOR FRAME TIE 2 HIP RIDGE TO WALL CONNECTION , FRAME TO FOUNDATION T1E 5CML N.Ts STYLE MT.S 7_ OF 2 SHEETS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I DESIGN CRITERIA ��`FCIA ES 3ti ICL 5HIELD SEISMIC DESIGN UBJECT TO DAMAGE FROM WINTER DESIGN 4 GROUND SNOW LOAD 3MM1BrSPEED (NPH) ���� UNDERLAYMENT FLOOD HAZARDS c _ WEATHERING bf P ITER DECAY TEMP CONSTRUCTION IS DESIGNED IN REQUIRED w _ .. . . . :,. ' o_;• .. ACCORDANCE WITH MINIMUM DESIGN a �^ a LOADS FOR BUILDINGS AND OTHER y� 45 120 B SEWF?9 Y " 36" M - H S - M 11° YES 1/ STRUCTURES (ASCE 7) *oUNIVERs�� NAILING DIAGRAM . . .,:, '' NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING ROOF FRAMING a *314 a'j _ L.T.' RAFTER TO TOP PLATE (TOE NAILED) (3) - 8d PER RAFTER �,,T, CEILING JOIST TO TOP PLATE (TOE NAILED) (3) - 8d PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) (7) - 16d EACH LAP _ CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) (7) - 16d EACH LAP A vCOLLAR TIE TO RAFTER (FACE NAILED) (2) - 10d PER TIE :, WAIL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) (2) - 16d PER FOOT LLIU TOP PLATES AT INTERSECTION (FACE NAILED) (4) - 16d JOINTS EACH SIDE w STUD TO STUD (FACE NAILED) (2) - 16d 24' O.C. x O r^ HEADER TO HEADER (FACE NAILED) 16d 16' O.C. ALONG EDGES Ld CC o " O TOP OR BOTTOM PLATE TO STUD (FACE NAILED) (2) - 16d PER STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (2) - 16d PER FOOT FLOOR FRAMING Q O JOIST TO SILL OR GIRDER (TOE NAILED) (4) - 8d PER JOIST g BRIDGING TO JOIST (TOE NAILED) (2) - 8d EACH END BLOCKING TO JOIST (TOE NAILED) (2) - Sd EACH END o O RIM JOIST TO JOIST (END NAILED) (3) - 16d PER JOIST m g O 5 O RIM JOIST TO SILL (TOE NAILED) (2) - 16d PER FOOT O 1/2' PLYWOOD - ZONE 4 WALL SHEATHING .6d 12" O.C. FIELD C. EDGES w J 1/2• PLYWOOD - ZONE 5 6d 6" O.C. D 8 THROUGHOUT 0w S ROOF SHEATHING m 12 1/2• PLYWOOD - ZONE 1 8d 12" O.C. FIELD N + 6" O.C. EDGES Z g 1/2' PLYWOOD - ZONE 2-3 6" O.C. J g THROUGHOUT z C M. NO. SO2 2 OF 2 SHEETS eco - /� �/� TOWN OF SOUTHOLD PROPERTY RECORD CARD M - 3L( / C - OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR. ver ' 1-{Q vv�SJnc S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS J J ✓ j/ / 5 - � S` a ( 7/7/Zr SoLD ' 7Jbo, u �r�T o .rave. 9 g - L 1paYBA�S ---o4 -N/ 7 -alacjc -kV AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per VGlue Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 3 Meadowland DEPTH ( - House Plot BULKHEAD Total `� " �" DOCK COLOR TRIM r:` r = i 11 1 1 J I 1 1.1 I I I I l i J I L 1_ _11 ! -1. 1 ! I 1 I I I - I � ; � II I � � IIIIIIII � I !1_ II1 - r I I 2L ti _ Extension Ir — -- _ _ _. - ! �L—! „f, 7 �' 7 \ �t . i l.n � � I i T� �L_�_ Extension Extension I i Foundation _ Bath Z Dinette e � Wit--- Porch - fY ' — - Basement — — --- Floors --- -- K. — Porch -- L -- ( Ext. Walls Interior Finish LR, ri ; Breezewayr--- -- -- - Fire Place - - Meat r�,- DR. — , c Garage � Type Roof Rooms 7st Floor BR. J �I ! ! Patio Recreation Roon, i Rooms 2nd Floor FIN. B O. B. Dormer 'Driveway Total I _ 0 >c n 'x o ob , b S 83'26'00" E SII urlulr PCLE xrr Azo 218.27' S 83-2 p'• APSE rEN,E JACKSON 'S 1� KS O — RE_ _ e S 83'26,001, E N ,SLANDING oxc tune . o aow Or — — _ – 161.57' 2 . LAN v s es•ze•na^E ES _ 020' Ly Ll Il V (~ 7LL£ _ oeEnHFAG�InEz-_� _ _ vnLln POLE Ir ld _o yv, . Rs°;+u'7�v'YEUEyrGF WAY unuir _ xn M " i r 81bow W - 2. p �cluix Iwx cV / o : GE, N No :9 N PO £ C I m LOT 13 mB.9I I SURVEY OF LOT 11 & 20 ' RIGHT OF WAY MAP OF OurvO PIPE EOuno PIPE � JACKSON'S LANDING LHux LINE TE FILE NO. 5280 FILED MARCH 28, 1969 SITUATED AT °6'a o $� �o MATTITUCK PD> TOWN OF SOUTHOLD z"o SUFFOLK COUNTY, NEW YORK s Y� S.C. TAX No. 1000- 106-09- 18 LOT tz € � I SCALE 1 "=40' �, JANUARY 13, 2000 FEBRUARY 4, 2000 ADDED METES & BOUNDS DESCRIPTION OF P/0 MILLER'S R O W W TO m O � Un O Un q Ra FEA" LOT AREA = 20,800.17 sq. ft. 7P 0.478 ac. N 88.34'40" E 160.00' EZDoE clwn unx FENGE / OUND PIPE 15'u `ti ^ BflICe k W00a EKnanEF.SROW 0, nE S1F➢5 N 0 • vii 2 1 TIE J �3 i„� cn CERTIFIED T0: i N AS, oRrvewAJ I” a,8 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK O • o woo e M & T MORTGAGE CORPORATION i �U ,N N DWAYNE R. ADSITT f O ko v P' MARILYN H. ADSITT & r LOT 11 m Raaf POR A= a, W m ~ o _wa y 111 OUN ' 0 RPOVNG 146' POOL -- m y p en¢v o- wood GnkcE unx ".a FE lu Go AIR, 0 L ms Q o h N/O/F FOUNo THOMAS F. ORIOLES CONICD MEN & SUSAN M. ORIOLES S 88.34'40" W 160.00' 1 41 z I N I �Nr Na I9 ( Y O Q LOT 10 I /ria l +YE I $ unurc / Pal£ // CMKL aflNEW1Y �O 0 I �r / Az Yo, I LOT O9 unun FOE cur °-`enp we oxkEy,PT20' RIGHT OF WAY nes gl �I s g p'I � `I I nLm Pot PARK & RECHARGE AREA uL p ZriIRT cE of �fpK" JACKSON ' S LANDING CHNN � h z zy b� h LOT O8 g g CO�to III CO to gRb mOno C, O Q xhz UPn sTEPa �E� r P �to b x N c A6 W b 1.2 ' WPAnceo7�20 4 / 5 Z09 EK CRE To THIS SURVI ALTERATION OR ADDITION $ r TO THIN su0VEv Is A w of SECTION 72OF THE NEW YORK S TALE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT REARING THEF lla' EMB SSE SURVEYOR'S OWS INNED SEAL OR SI O EMBOSSED SEDT SHALL NOT RE CONSIDERED TO RE A VAUO TRUE COPY N (� 'CERTIFICATIONS THE INDICATED HEREON SHALL RUN I 1 ONLY TO THE PERSON FOR WHOM THE SURVEY A PREPARED AND HIS BEHALF TO nAE TITLE LONG COMPANY, GOVEE RNMENTAL AGENCY AND TENTING INSTINEES USTED HEREON, AND To THE SIGB NSTI- TURON. CERTIFICATI ON ME OF THELNG NOT'TRANSFERABLE xOARD THE EXISTENCE OF RIGHT WAYS ANDMENTS OF RECORD. IF ANY,, N EASEMENTS NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM BY YTHE UA. FOR TITLE SURVEYS AS D ADOIINHEO Joseph A. Ingegno BY THE H USE. AND APPROVED AND ATE LAN FOR SUCH USE BY THE NEW TORN STATE LAND �A''� yTITTLLEE ASSOCIATION Land Surveyor LA dal'� A.h SG TTitle Surveys – Subdivisions – Site Plans – Construction Layout • t i PHONE (516)727-2090 Fax (516)722-5093 7 • OFFICES LOCATED AT MAILING ADDRESS •IYR 'FOne Union Square P.0 Box 1931 Q N.Y.S. Lia No. 49660 Agusbogue, New York 11931 Riverhead, New York 11901 99-809 n 0 � Tiz ob b S 83.26'00" E _ YiWry POLE NET A: 218.27' JACKSON 'S —z 5. 83` UP.-90'�•E.-.�wR cYUR wI PEACE 5 83-26-0o" E r n 7�7 7-� ce„c tune o Row _- _ 1161 2 LA V D q o sea zsraAS - J—.57' 2 20 0 TNG M! -=_ NN LLE AS RICHT' Op avEnnEAB-w �nEs_-r ��-xuvnr-# a°Le RH' o As?iw.r PAVEUEyr W7}' In aoLf . -_icl v' �-- T� _.-AA aI N ' �� •E N��•zs'oD” w- v Eli GO M '4 N CINN IINH t� O •e ILNCE N U'a al ' Uz NO• E m N � N O m N O m nS LOT 13 Dag F� I SURVEY OF LOT 11 & 20 ' RIGHT OF WAY MAP OF FOUND PIPE FOUND PIPE JACKSON' S LANDING -- --- CHAIN u„R rzncE� '� FILE No. 5280 FILED MARCH 28, 1969 SITUATED AT °Pa E oP MATTITUCK TOWN OF SOUTHOLD m a � I $aba SUFFOLK COUNTY, NEW YORK o� S.C. TAX No. 1000- 106-09- 18 LOT 12 SCALE 1 "=40' JANUARY 13, 2000 FEBRUARY 4, 2000 ADDED METES & BOUNDS DESCRIPTION OF P/0 MILLER'S R 0 W MARCH 3, 2005 UPDATE SURVEY FOR NEW ADDITIONS U v m O O 9 N O , N "I FENCc_- LOT AREA = 20,800.17 sq. ft. e'ry ,�''� 160.00' 0.478 GO. N 88.3 4401 E J d,WR LEE rE„ea .—. pp BUND PIPE s'rv,_n-+-� �I ^BRIBE k WOOD Tow THE STEPS . Z, cl -LA,CEA o I-II AD - uH N TIl f� .N IT, g ,6 e,,, U, CERTIFIED TO. ' E ASPHN.+ °„"EwA' ' N FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK N O o o- M & T MORTGAGE CORPORATION --__SEs' _ Ta, m Sv Bs rn do DWAYNE R. ADSITT r,� ROOF EVER MARILYN H. ADSITT LOT 11 ko WOov PancaIT A A w0ao STEPS __ _aO 0_ 1u' pC' • • m '1 1 O L `~ �A K IS♦ 1N BGAI Y ROSE MRILR k WOOS AROSE LINTERS LATE �a MRfS O ^( O To S@PS O o p� LTHOMVAS d FENCEk w L CHAIN UNE FiNLE PENCE e I OLES corvcMONIOLES{TINGE IGS S 88'34'40" W 160.00'z ED ` ON GoGo C s x RE LOT00 � AEC SC a z YpILDY BI£ CPAVEL NRNEWAY .b O z � x Y ti O COO SA yGO sL`L L07' G/ vow Bur °SCSI W, ° are20' RIGHT OF WAY WIRES �1 g / CRUIT PL PARK & PARK AREA LIE I srOrvCIEuOE JACKSON ' S LANDING CIA _ S z a� v t� r. h r E LOT (� o € R a OT C d D nA d ED.C o y o CE, S or AbGET N Go OF So n tZ 1 Z� , Ala wn to;"A N4 Z, \ SEA, HW- 6 n2 ' Na513{2 9 2 i CY I1 UNAUmORIEO ALTERATION OR ADDITION To THIS 7209 OFSTHEMNEW YORK ESTATE. 111 Ate/ EDUCATION LAW ' COPIES OF THIS BUT MAP NOT BEARING COPLAND SURVEYOR'S INKED SEAL OR �, 1\Vllr EMBOSSED SEAL SHALL NOT BE CONSIDERED 1 TO BE A VALID TRUE COPY O 1 C CERTIFICATIONS INDICATED HEREON SHALL RUN ' A-AOMLV TO THE PCRSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 1 O THE AS SICED 0 F THE TUiION CF.RTFICATIOME ARE LNOTT TRANSFERABLE 0� L THE ER CASE OF RIGHT RECORD,RATS ANY. N EASEMENTS OF OTGUAIF I ANY, NOT SHOWN ARE NOT GUARANTEED i I PREPARED IN ACCORDANCE WITH THE MINIMUM BY TOL I-I FOR TITLE APPROVED AS ESTABLISHED Joseph A. Ingegno BY nSE CIA Ls AND APPROVED AND DOPTCD FOR SUCH uAE Br THE NEW YORK s At[ IANn TITLE h.SOCWTION ` Land Surveyor RRA Surveys - Subdrwslons - SHE Plans - OOTCHLONan L°youf PHONE (631)727-2090 Fax (631)727-7727 t - OFFICES SDI AT NAILING ADDRESS `. rI NYS�,LIc No 49668 322 ROANOKE AVENUE PO BOX 1931 \ _ RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 99-8091