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Home My WebLink About29741-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30997 Date: 06/20/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 3855 BAY SHORE RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 53 Block 6 Lot 19 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 11, 2003 pursuant to which Building Permit No. 29741-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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to STEPHEN & LINDA MATTEINI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 375 04/07/05 PLUMBERS CERTIFICATION DATED 01/11/05 MATTITUCK PLUMB.&HEATING A4 hort thor' ed Si nature Rev. 1/81 - &51- 767- / 73L/ --- Form No.6 TOWN OF SOUTHOLD 11MALL Q _ I BUILDING DEPARTMENT L- TO tWI-1802 11L76� u [,-,�T 5-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, properly 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. eL l0�J New Construction: Old or Pre-existing Building: � (check one) Location of Property: .i��o ( R�S , C-rCeheOV_+ House No. 11 Street Hamlet Owner or Owners of Property: L.n a a, Y"1 c.. 6 hl Suffolk County Tax Map No 1000, Section 6w- T3,-6-101 Block Lot Subdivision Filed Map._ Lot: PertnitNo. Q17A1 Date of Permit.----Applicant: \RO6er�1`��pr��1t( Health Dept. Approval: _ Underwriters Approval: Plamring Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ Applicant Signature lT4JL•t ��`� SUFFOLK "" BUREAUor E L E C r R J C A L I N F r C T 0 R S n c: 40 Nottingham Drive, NY 11953 Telephone:1 631 496 8135 ■ Fax:1631 980 6455 ■ E-Mail: SBEI1@hotmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Lights by Jay Electrical Rough In Inspection Date: 7/24/2005 Final Inspection Date: 4/7/2005 ::.:Application N°: 375 Certificate N°: 375 Suffolk County Tax Map N°: 53 6 19 Building Permit N°: 29741 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: Matteini :.'Address: 3855 Bayshore Rd, Greenport, NY Address of Inspection Site: 3855 Bayshore Rd, Greenport, NY X Residential X Indoors Basement X Service Shed Commercial X Outdoors X Ist Floor Pool Other New X Renovation X 2nd Floor Hot tub Describe X Addition Survey X Attic Garage Inventory 200 LIG Service 10 Oil Heat 61 Duplex Recpt 24 Ceiling Fix HID Fix Service 30 Time Clock 63 Switches 18 Wall Fix Smoke Det 40 Ckt Main Panel Gas Hot Water 23 GFCI Recpt 57 Recessed Fix Co Det Sub- Panel GFCI Breaker 1 Single Recpt 2 Fluorescent Fix Pump 2 Disconnects 1 Dryer Recpt Range Recpt 2 A/C Blower Emergency Fix 1 Transformers 2 Exhaust Fan 8 Appliance 2 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: 1-Central Vacuum System (Smoke and CO Detectors installed by another contractor) The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Lights by Jay Electrical License No: 35285-ME Inspected by: GeAlrR. Surdi Date Certifiate Date: 4/12/2005 Signature: .11 . l�r I1 Tuan Hill ,7on.5 blain rood P U noz 1178 . - �niiloLl, Now Yolk 11971 OFFICE OF TIME BUILDING INSPFUTo n TOWN Or SOUTI (OLD DU1ldiny Permlt No . Uwier : ( please pr.Lnt) // 'plumber ! ( plense pr1nL) 1 certify Lha L• the solder used in the seller s1,1)1p) y Sy . rO-. contnins less than 2/ 10 of Jg lend . ( flunif�er.a ;;lynnl. � lj - Sw(.)rn to before mo this clay of Nocnry Public '1*2�1 l�yyy culrnCy TIMA riot")No.36-4741154aw Oua Nassau/ Co iss n Expires o �, ' Albert J. Krupski, President �� QTown Hall James King, Vice-President =� 'L� 53095 Route 25 Artie Foster H - P.O. Box 1179 Ken Poliwoda Z Southold, New Fork 11971-0959 Peggy A. Dickerson �y� a0�� Telephone(631) 765-1892 Fax 1631) M5-1366 FEB 15 2_5 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLI.ANCE # 0025C Date Feb. 15, 2005 THIS CERTIFIES that the single-family dwelling At 3855 Bay Shore Rd. , Greenport Suffolk County Tax Nlap # 53-6-19 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 6/25/03 pursuant to which Trustees Permit# 5787 Dated 7/23/03 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling The certificate is issued to Stephen Matteini owner of the aforesaid property. Authorized Signatuf� / ` 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. 29741 Z Date SEPTEMBER 17, 2003 Permission is hereby granted to: STEPHEN & LINDA MATTEINI 8 FIRST STREET GARDEN CITY,NY 11530 for ADDS AND ALTS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & DEMO OF A REAR DECK OFF OF ACCESSORY BLDG TO REMAIN CONFORMING W/ FLOOD PERMI at premises located at 3855 BAY SHORE RD GREENPORT County Tax Map No. 473889 Section 053 , Block 0006 _ Lot No. 019 pursuant to application dated SEPTEMBER 11 , 2003 and approved by the Building Inspector to expire on MARCH :thorized 5 Fee $ 760 . 60 1 igna ure ORIGINAL Rev. 5/8/02 FjgW]NSYECTIONREPORT DATE COMMENTS FOUNDATION(1ST) ac ---- ---- 01-3-0 µ FOUNDATION(2ND) z 0 ROUGH FRAMING& ^3 PLUMBING INSULATION PM N.Y. STATE ENERGY CODE R FINAL ism Co AD NAL co ,27 /o s z m S O "'3 M t� z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: ax-elk DATE _3 r o� INSPECTOR Z- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING K FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIOfNJ, , - REMARKS: aa•�.o..d�-n2 .�- z`a�e � , DATE / �3�—�S INSPECTOR / ''� All- M-lW2 BUILDING DEPT. 1 PECTION [ ] F DATION 1 ST ( ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: 4 �f' L Gee DATE P INSPE x. COLOR II 7fj TRIM M / s Y I - - I $� M. Bldg. Foundation Both Dinette Extension (Basement Floors w K. Extension (Ext. Walls Interior Finish Std't LR. Extension (Fire Place Heat (r.' fy'. ! DR. -- l� ° iType Roof , / Rooms ist Floor BR. Porch (Recreation Room Rooms 2nd Floor ^ / FIN. B. Porch .,, . �� yS� (Dormer h �0 3A `i yp (Driveway — ----- — Garage -- Patio Total ------ _ TOWN OF SOUTHOLD PROPERTY RECORD CARD C `r VILLAGE DIST. SUB. LOT 4r- �ry 0 NER(- - STREET _7 J .� n _ L�(l�G MQ CIYIr 3, iiare,�%r-,✓e � � ee ark' f"� co"7i(I F Re CR�OWN Fit {e mVYt2+� N E ACRS � pt �' VGA I i S W TYPE OF BUILDING c :ES. ' SEAS. VL. FARM COMM. CB MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 2-q 1 266 _��='oar 6 2d 111 �/ -7,- 7 - PEkN7.9/2_ A LAI __— �� 63 dam~ C 8' yZ2 -- a--v �3<� �/ /a � o i 9/ S Ss7 L!o'W�1 8 1 +7).SL—kfeMv L 379 aoz� AGE BUILDING CONDITIONi^lfy z7c- NEW NORMAL BELOW ABOVE j� Z6�9�1 _L ��930210 l �JG 'S_�' )( to r n j3K0 Dip FARM Acre Value Per Value— Acre Vo Z-L 27-3 Fillable 1 illable 2 illable 3 Vcodland wampland FRONTAGE ON WATER rushiand FRONTAGE ON ROAD , ialise Plot _ DEPTH _— BULKHEAD cto; DOCK i gUFFO(,� Albarr.J.Krupski,President 0�� C� Town Hall James King,Vice-President ti� Gy 53095 Route 25 Artie Foster o P.O.Box 1179 Ken Poliwoda oo T Southold, New York 11971-0959 Peggy A. Dickerson atr � Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 29, 2003 Mr. James E, Fitzgerald, Jr. c/o Proper-T Permit Services PO Box 617 Cutchogue, NY 11935 RE: SCTM#53-6-19 STEPHEN MATTEM 3855 Bay Shore Road Greenport,NY Dear Ms. Fitzgerald: The Board of Town Trustees took the following action during a Regular Meeting, held on July 23, 2003 regarding the above matter. WHEREAS,Proper-T Services, Inc on behalf of STEPHEN MATTEINI applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated June 25, 2003 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 23, 2003 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, Safety and general welfare of the people of the town. NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve Wetland Permit for STEPHEN MATTEINI to construct additions to single-family dwelling and install new sewage disposal system if required by Health Department also a staked row of haybales during construction as per survey dated March 12, 2003 and last revised July 15, 2003 prepared by John C. Ehlers Land Surveyor. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. If inspections are required, at a fee of$5.00 per inspection(See attached schedule). FEES: $5.00 Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/cjc cc: Building Department Board Of Southold Town Trustees SOUTHOLD, NEW YORK Jul 23 PERMIT NO. . DATE: ......... .Y.. .....:....2003 ISSUED TO . .....STEPHEN MATT`EINI .................._._..........._........ . 1 ................. .. . ....................................... ..... Vit. � �uti�nri�tttinn Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;..`. and in accordance with the Resolution of The Board adopted at a meeting held on ..July.... 2003..., and in consideration of the sum of $......20I1..D0..._ paid by The Peconic Eastern,. Corp.,................ of ... ...........Cutchogue,.......................................... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s' Wedand Permit to construct additions to single-family dwelling and install new sewage disposal system if required by Health Department also a staked row of haybales daring construction as per survey dated March 12,2003 and last revised July 15,2003 prepared by John C.Ehlers Land Surveyor. all in accordance with the detailed specifications as presented in the originating application. r IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. in we j � 1 � Y' Trwrteet 7` li Z x � TERMS and CONDITIONS The Permittee Stpi hpn Maftpini residing at 3855 Bay Shore Road, Greenport, N. X, as pare of the coosideradon for the isumance of the Permit does understand and prescribe to the fol- lowing: t. That the said Board of Trustees and the Town of Southold are released from any and all damages, oc claims for damages, of snits arising directly at indirectly as a result of sq oper- ation penation performed pursuant to this permh, and the said Petminee will, at his oe her own egpeose, defend an, and all such smts'initlaaed by third parties, and the said Pamine amrmes fun Whilhy with respect thereto, to she mmp4te exclusion of the Board of Ttasaa of the Town of Southold 2. That this Permit is valid foe it period of 24 mos. whip is considered to be the estimated time required to complete the work involved, but should cacmusaoces warrant, request for an extension may be made to the Board at a lata date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that smh- ortzation was originally obtained, 4. That the work involved will be subject to the inspection and approval of the Board at In agents, and non-compliance with the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board 5. Tlut there will be to unreasonable interference with navigation as a result of the work herein wAborized. 6. That there shall be no interference with the right of the public to pan and repos along the beach between high and low water marks. 7. That if fugue operations of the Town of Southold regaire the removal and/or Situations In the location of the mode hereto authorized, or if, in the opinion of the Board of Tautees, the. work &hail cause unreasonable obstrarson to free navigation, rte old Petmittee will be cequlued, upon due notice, to remove or alta this work or project herein stated widsau expenses to the Town of Southold B. That the said Board will be notified by the Permittee of the completion, of the work aur h. orized. 9. That the Permittee will obtain all other permits and coossaw that may be required sup. plemeatal to this permit which may be subject to revoke upon hihue to obtain came. SOUTHOLD TRUSTEES No. � ■ ■ Issued To ' Dat Z1.23 Address THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE.TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 New York State Department of Environmental Conservation AM Division of Environmental Permits Building 40 -SUNY,Stony Brook, New York 11790-2356 Telephone(631)444-0365 Facsimile (631)444-0360 Erin M.Crotty Commissioner LETTER OF NON-JURISDICTION July 17, 2003 Mr. Steven Mattoini 8 First Street Garden City,New York 11530 Re: 1-4738-03208/00001 ( SCTM# 1000-53-6-19) 3855 Bay Shore Road Greenport,New York Dear Permittee: Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that: The portion of property, located landward of the functional bulkhead,which is more than 100 feet in length and was constructed prior to August 1977 as shown on the aerial photographby Aerographics #74-2073 dated March 24, 1976 is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore,in accordance with the currentTidal Wetlands LandUse Regulations(6NYCRR Part 661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.a 15'to 20'wide construction area)or erecting a temporary fence,uanier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. V truly yours, Ro Evans Permit Administrator cc: BMHP/mep Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename:C:\Program Files\Check\MECcheck\Matteini House.cck TITLE: Matteini House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family [SATING TYPE:Non-Electric DATE:09/04/03 DATE OF PLANS: 08-18-03 PROJECT INFORMATION: Matteini House 3855 Bayshore Road Greenport, New York 11944 AL A qgt-' COMPANY INFORMATION: V 4 61�N SCy�r a Mark K. Schwartz,AIA-Architect,PLLC P.O. Box 933 X N t' Cutchogue,New York 11935 ri* 1 ` All COMPLIANCE: Passes �, 223'►Q� Maximum UA=552 t OR tow Your Home=526 4.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimet ValueR Value U-Factor _VA Ceiling l: Flat Ceiling or Scissor Truss 1980 30.0 0.0 69 Wall L Wood Frame, 16"o.c. 3171 21.0 0.0 143 Window 1: Wood Frame, Double Pane with Low-F, 629 0.330 208 Door 1: Solid 42 0.500 21 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1807 19.0 0.0 85 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, belieQ and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 09/04/03 TITLE: Matteini House Bldg. I Dept. Use I I I Ceilings: [ j I L Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: _ I I Windows: [ ] I 1. Window I: Wood Frame,Double Pane with Low-E, U-factor.0.330 I For windows without labeled U-tactors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments:_ I Doors: [ ] I 1. Door 1: Solid, U-factor:0.500 I Comments: I I Floors: [ ] I I. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation I Comments:_ I I Air Leakage: [ j I Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be I)Type IC rated,or 2) installed inside an appropriate air-tight assembly I 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: f ] 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 [ J I Materials and equipment must be identified so that compliance can be determined. [ J I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ j I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ j Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. r + Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UD to I„ 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 LO 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 Ranize F 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 I.0 1.0 1.5 Steam Condensate(for feed water) Any LO LO 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 LO and Brine Below 40 1.0 LO 1.5 1.5 NOTES TO FIELD(Building Department Use Only) i II�¢ 0 Ap 1N SC,y � Pr mil TR�tK xr 1 Z..LA.�KS of ec�2Fe$bddi -5jBQ_�9LH_SI,PL rxny� f[Q Flea �zrv� as A-r oiRear uu+r r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying: TOWN HALL T'' Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval--- FAX: pproval __FAX: (631) 765-9502 —Survey _ www. northfork.net/Southold/ PERMIT NO. oZ9"4 I I Check___ Septic Form_____ N.Y.S.D.E.C. Trustees Examined a' )� ,20 2 Contact: Approved 20Mail to: DO NOT PAIL Disapproved a/c _ —.20_ Phone:_ 'i 34-5800 Expiration �( ,20_1 I' di I s APPLICATION FOR BUILDING PERMIT Date September 11 2003 _ INSTRUCTIONS a. This application MUST be copnpletely 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 cgmpleted wiRitin 18 months from strcb 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, tions, and to admit authorized inspectors on premises and in building for necessary inspection Signature of applictt or name/if, a oration) PROPER-T PERMIT MWICE3 Post Office Box 617 Cutchogue, NY 11935-0617 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder agent Name of owner of premises Stephen Matteini (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3855 Bay Shore Road, Greenport House Number Street Hamlet County Tax Map No. 1000 Section 53 Block !idlrnBlbat":'• T SubdivisionFiled Map No. rvlrtaa3iio'±Jt : •- (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single-family dwelling b. Intended use and occupancy Same 3. Nature of work (check which applicable): New Building Addition XX Alteration _ Repair Removal Demolition Other Work (Description) 4. Estimated Cost S20G, iOG Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units one Number of dwelling units on each floor pry q If garage, number of cars IT/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 61 -2 Rear 61 -2 Depth 37-4 Height ? Number of Stories 0n e Dimensions of same structure with alterations or additions: Front 67-2 Rear 67-;) Depth 40-4 Height 33-6 to ridge Number of Stories Ti%'o 8. Dimensions of entire new construction: Front Rear Depth . Height Number of Stories 9. Size of lot: Front 150, Rear 150 Depth 162-168 var 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated i-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOS_ 13. Will lot be re-graded? YES_NO X Will excess fill be removed from premises? YES :i NO Stephen 1.latteini, 8 First Street, Garden City, TTY 11530 516-483-4268 14. Names of Owner of premises Address Phone No. Name of Architect Nark Schwartz Address Phone No 734-41 Rr, Name of Contractor Address Phone No. l5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX 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 XX 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 .q>>f f ul James E. Fitzgerald, Jr. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the_Fent (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 frltd therewith. Sworn to before me thi (- _ *3- day of 2tM(�/4r 20_0_j_\, - Notary t6lic Signature of A rcant BONNIE J.DOROM Notary Publig,Stab Of Nwr%tk NTe0 ExpirssJuk .20. 7ermExpirosluy7,pO �„(_ Suffolk County Department of r aalth Services Health Reference Number Office of Wastewater Management County Center-Riverhead,NY 11901 ' (6311052-2100 t ` Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities:For A Single Family Residence A.Property Information //�� 1)Address of Residence: Suect /8`J 5 tZ9yye &.4do Hamlet CiAEGAp 2)Tax Map Number. District_/(9670 Section $-, Block 06 Lots) 9 3)Owner's Name_ STEu%,, J �&= Llvtag Z�f42TE i,v t Phoue 477 - 9.50 to 4)Client's Name(if different than owner) 7�` 5)Proposed changes in use(c,g,addition of apartment,bedrooms,office,etc.) AQQ Z.JQ Ec-ooR- i B.Evaluation Summary 1)Type of Water Supply: N Pubtic Water ❑ Private Well-If private well,was water tested Yes ❑ No © N/A 2)Water supply checked for pressure and leaks. ❑Yes JXNo 3)Routing and discharge of wastewater into the system(s)chocked. ❑Yes C No 4)Some or alf components of the system(s)pumped as pan of the inspection. ❑Yes Z No 3)Septic tank(s)evaluated for operation,piping and general condition. Yes ❑ No ❑ NIA 8)Leaching components evaluated for operation,piping and general condition X Yes ❑ No 7)Leaching components checked for type(e.g., precast, block,corbelled block),zYes ❑ No 8)Records checked to determine the history of services or repairs, ❑Yes oNo C1 NIA 9)Records checked to determine average daily water usage. ❑Yee Z No C3 NIA 10)Number of leaching pools inspected 2. Number of leaching pools that required service Q_ j 11)Other evaluations and results `A plan showing the layout and speciflcadans of the existing sewage disposal system and water supply Is required and must accompany this eertlAeation' W W V-672(6,111102) Page t of t C. Recommendations And Results(Check applicable items): J. sewage System a. System(s)functioned property at time of inspection and is adequate for the proposed use. b. Systems)is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). c. Other 2. Water Supply a._4 Water supply is adequate for proposed use (If private well, attach recent water analysis). b. Water supply Is not adequate for proposed use(explain and make recommendations In Section D below or attach a separate report). 0. Other D.Other Comments/Recommendations: .r- t r Certifleation:The results and recommendations found In this • SH e = report and on theattached plan are based upon my evaluation �` QY ,r and Inspection of the above referenced property: ,p J2233q {o . Name of Archi n r ti l_'_License Numt; oR rtb p Signature Date `a Phone 7 4 - /�S� Mailing Address: Street PO Q O r G v Hamlet State ZIP-1/-T, 3S I Disclaimer: This Inspection report Indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The Inspection repo excludes and does not Intend to cover components that aro Inaccessible (by reasonable hand- digging) or are otherwise not observable. The recipient of this report should discuss an deficiencies found by this inspection with the Individual who prepared the report W Wbr•072(6/1 I102) Pa;c 2 ort TOTAL P,04 SURVEY OF LOTS -10, -11 1$ -72 REVISED MAP OF N PEGONIG BAY ESTATES +1*1_1 FILED JULY 30, Ic{28, MAP No. 658 SITUATE: AR5HAMOMAQUE WE TOWN: 50UTHOLD g 5UFFOLK COUNTY, NY SURVEYED 03-12-03 5UFFOLK COUNTY TAX u 1000-55-Cl-ICI CERTIFIED TO: LINDA MATTEINI STEPHEN MATTEINI s 162 • P U / ♦ %; _ .till' \ nY �\�\ \ U.Cf / ODS po ve r weu. Nosy 21 l„► S 117 $vC��-� \ y CIsfeIC ) e 1 Nil ° 06 �3 %0y 4 OtTWS Sud vEr HAS 6EE1i Exi 577NG SE�T/c Co�ve��lQ.vs J 0 9/0 9/0 3 a.. �$ LO Aq �. io > o \ J2233Q �F NEw C. E&' ro ■ MONUMENT FOUND 0 PIPE FOUND tis 50 2 n1-1 Vie•,,.. FOIA PARGEL LIE5 ENTIRELY WITHIN FEMA FLOOD ZONE AE (EI-8) A5 SHOWN ON FIRM MAP No. 36103G0151 6 DTD 05/04/Iggb ELEVATIONS REFERENGE NGV17'2q JOHN C. EHLERS LAND SURVEYOR AREA = 24,821 5F OR 0.51 AGRE5 6 EAST MAIN STREET N.Y.S.LIC. NO. 5CZ02 6RAPHIG 5GALE I"= 30' RIVERHEAD,N.Y. 11901 — 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-140.pro SURVEY OF LOTS 101 -71 4 72 REV I SED MAP OF N PEGON I G BAY ESTATES FILED JULY 50, Ig281 MAP No. 658 w E SITUATE: ARSHAMOMAGUE TONN: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED 03-12-03 PROPOSED ADDITIONS O4-25-03, AMENDED 0-7-03-03, 01-15-03 SUFFOLK COUNTY TAX u 1000 - 53 - (6 - 19 CERTIFIED TO: LINDA MATIT3M STEPHEN MATTEM .1 I 162 F� 1 7 L� A Vt. 4 O �l �p _ I .5S. a L C O O Pro gor 0 s m a exMtu'9 Vic„ i n 'I bey W eyed P � `I i 21 to _, e\6,v o s �tM D n/ ts � 6s � F qn 1 1 NOTES: P C m MONUMENT FOUND � l'�� - 0 PIPE FOUND ALL ROOF RUNOFF TO BE CONTAINED IN ¢ - DRYNELL5 ON SITE p PARCEL LIES ENTIRELY WITHIN FEMA FLOOD �• ZONE AE (EL&) A5 SHOWN ON FIRM MAP LAW No. 3610360159 G DTD 05/04/1998 ELEVATIONS REFERENCE N&VD'29 JOHN C. EHLERS LAND SURVEYOR AREA = 24,821 5F OR 0.51 ACRES 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC, SGALE I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-140A.pro SURVEY OF LOTS 70, -71 4 -12 N REMISED MAP OF PEGON I G BAY ESTATES FILED JULY 30, Ig28, MAP No. 658 SITUATE: ARSHAMOMAQUE s TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 03-12-03 PROPOSED ADDITIONS O4-25-03, AMENDED 01-03-03, 0'7-15-03' CONCRETE FOUNDATION 0I-13-04 SUFFOLK COUNTY TAX u 1000 - 53 - 6 - Iq STH ESD TO: LINDA MATTE G STEPHEN MATTEM I •I 1• I \n 1\ 162 5q C K�„S by r.o - E,e ., , 1 L `Z, ete po W� �y\p�ee T ✓ J �+ ,edpOw I\ \I� aJ Ot ce �N D� L� 5 5p �C 1 NOTES: � MONUMENT FOUND - 0 PIPE FOUND * - 1AN 2 02004 o ALL ROOF RUNOFF TO 8E CONTAINED IN ,y - DRYNELL5 ON 51TE PARCEL LIES ENTIRELY WITHIN FEMA FLOOD �S�OLA11[15J� ZONE AE (EI-5) AS SHOWN ON FIRM MAP - No. 36103COI5q 6 DTD 05/04/Iggb ELEVATIONS REFERENCE N&VD'2q JOHN C. EHLERS LAND SURVEYOR AREA = 24,821 5F OR 0.51 ACRES 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPH_ IG 56ALE 1"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-140A.pro li i ,rl"-1'14 T. TERRY t )= J " ' ] I..„n Hall. S 1t Wt Mal" I TOwN CLERK .� �: � P O. no< 1 I7n � wlhnld Nc, lurk I1' ((EC15TRAR OF VITN. >>?'AT7 it ICS w,j �C��,r� Faa lS 1(,1 ?6t.1 R'l ASARRIn.GE OFFICIiR _ �O TclrRhunc ($Iln 76S IN r,EC0RI)5 M/VRGEMEKT OFFICEII FREEDOM OF INFORMATION OFFICER f1�•y1 OFFICE OF THE TO ��'N C1,ERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT .A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold : "Floodplain Development Permit Fpplic_+ tion" [ FDP(93 ) ] , ..-,nd "Cartificate of Compliance For De, elopment in Special Flood Hazard Area [C/C(93) ] . 1 �I t Z-3. DCY. TOWN OF SO?niOLD Judith T . Terry Southold Town Clerk. August 25 , 1993 APPLICATION s PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT AP'PLICA'TION This form is to be filled out in duplicate. SECTiQN_l: GENERAL PRQVISION�APPLICANT to read and sienl: 1. No work may start until a permit is issued. 2 The permit may be, revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if ho work is commenced within six mouths of issuance. 6. Applicant is hereby informed that ocher permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT, CERTIFY T ALL ST HEREI AND IN ATTACHMENTS TO THIS APPLICATION ARE TO E BEST /P�tVCED Uf AND ACC9RAXE (APPLICANT'S SIGNATURE) r ` / DATE �� SECL'ION :: PROPOSED DEVELOP NT tTo be compict .d by .4P PLICAITF) NAME _ AD RESS _ TEL-EPH '-F`rli� trf� �r BUILDER ENG Y►L -- ` I PROJECT LOCADLV: To avoid delay in processing the appfincioa, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the diseance to the uearest intersecting road or v. U-known landmark A sketch attached to this application showing the proicu location v.oald be hclphd FDP(93) APPLfCATIOt< PA(JE ? OF d — DESCRIPTION OF WORK (Check all appbcnblc boxes) A STRUCTUR.ALDEVT_LOPMENT- ACTIVITY' STRUCTURE T'rPE O New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) Cl Alteration U Non-residenual (FloodprooCmg7 O Yes) U Relocation O Combined Use (Residential & Commerczal) Cl Demolition F ❑ Manufactured (Mobile) Home (In Manu- El Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Chocked Above) -- ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction O Subdivision (New or Expansion) _ U Individual Water or Sewer Sy-tn rn U Otber (Please Specify) After completing SECTION Z, APPLICANT should Submit form to Local Administrator for review. SECTION J: FLOODPLAIN DETERMINATION (To be completed by LOCAL kDAfINTSTRAT'ORI The proposed development is Irn�ated on F RM Pincl No.__, Dated—— The ated ___ __The Proposed Development: O Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM wric designation is _ 100-Year flood elevation at the site R: Fi. NGVD (MSL) U Uaavadahlr ❑ The proposed development is locaird m a floodway. FBf?.t Panel No. Dated ❑ Scr r1ca,on d (or additional tnstrucrioos SIGNED DATE .r APPLICATION a PAGE ) OF a SE('Tl ON a: ADDITIONAL INFORMATION REOUI RED Lo he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the apphcaoon ran be processed: O A site plan shrwmg the location of all caistuag strueturrs, v:atcr h'idirs, adl3ccnt roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications, including where appficable: details for aachoring structure, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of canities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the appfirant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft.NOVD (MSL). For floodproofed structures, applicant must attach cerci ication from registered engineer or _ archileC[. O Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. SECTION S: PERMIT DL=RMINATION fro be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Loral Law if L9 . The permit is issued subject to the cooditions attached to and made part of this permit. checked, the Local Administrator may Lsue a Dcvelopmcot Permit Ripon payment of designated lee. If BOX B U checked, the Local Admirustrator will pro�idc a wTinen Summar} of dcllcicncics. Applicant may re•dse and rrsubmit an application to the toy l Administrator or may request a hearing from (be Board of Appeals • • APPLICATION a _ F'AGF a OF a APPEALS Appcalcd to board of Appcals7 ❑ Yrs ❑ No Hcarmg date _ Appeals Board Decisioo --- Approved? O Ycs ❑ No Conditions I�fTION f: AS-BUILT ELEVATIONS (To be submmed by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. Ibis section must be completed by a registered professional caoccr or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Area , bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2 - Actual (As-Built) Elevation of floodproofng protection is FT. PlGVD (hfSL)- NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION fro be completed by LOCAL ADM INISTFUTOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on iasperxioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPLCTTONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES d NO DATE— BY� DEFICIENCIES? ❑ YES O NO 2=T14N 8' CERTIFICATE OF OMPLIAN E(To be. completed by LOCAL ADMIPIISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B . ' SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE: OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA.ZAILD ARL•-A (OWNER MUST RETAIN THIS CEPTIFICATF) PREMISES LOCATED AT: PERIJIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O EXISTING BUILDING ❑ VACANT LAND ' THE LOCAL, ADhfINISTRATOR IS TO COMPLETE .k OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAV # , 19_, AS MODIFIED BY VARIANCE # DATF_D SIGNED: DATED: C /C ( 93 ) i bye WSC, � piry W � � a � 1 rt pop zr. X •" ,,..` . "• t•��e" •I sL-tiA�EIi.S' of i O Comfit erK ��i.. &Q_.�ALH SGL Fita vgor w.1zz3p_ 4%,G aa�Ea _ -aaak TOWN OF SOUTHOLD PROPERTY RECORD CARD O NER a �t STREET 3 J��J� VILLAGE DIST. SUB. LOT '11 �IOWNE,R ��^^C1Wnbre,(./i-i F ✓G _ l� r� Cn�6J-t l� �L' COhi� -- RRR nor-ci J c-� �(C►Y4YYiP / N — — E AC66l,3 VQ I S W TYPE OF BUILDING PP4 (v :ES. ' SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP, TOTAL DATE REMARKS I b�n ��/�r.n�,✓_ �t.�_�/�rro a� . -- /0 C' �= !�+ 2 ,.J tC.. a2 Y 9.1-061 1 --- -- ----- _ - o Cdycrr�i �U,cXJb 2S �! Lio`F4� g veer — AGE BUILDING CONDITION i f)$ G �T NEW NORMAL BELOW ABOVE Iv(z6190�_L 1&5,2- 3G- ernMer- Y2) AA at-6n� <" FARM Acre Value Per Value ff— �Lc Acre 1z zy a-L /Zz 3$,o SOgeial Pfd)! �✓�� illoble I illoble 2 --- illoble 3 —_------ — Voodlond wompland FRONTAGE ON WATER rushland FRONTAGE ON ROAD -4t--/--- louse Plot DEPTH 7 BULKHEAD ote. DOCK COLOR � - TRIM 77c4•. 1 w .. Now- M. Bldg. _ Foundation /— Both �Y 2- Dinette Extension entBasemFloors — K. Extension Ext. Walls / Interior Finish St ¢k Extensionl V L / L� (�,� Fire Place Heat �// �f, GL/ DR. 5 Type Roof Rooms lst Floor BR. Parch Recreation Room Rooms 2nd Floor FIN. B. r yi �� Porch Dormer �'fT�LC�?C yp Driveway Garage Patio Total / -- 2 0 2004 Mark K. Schwartz, AIA —Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 •�%�� Cutchogue,New York 11935 Fax:(631)734-4185 August 18, 2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Matteini House 3855 Bayshore Road Greenport, New York Building Permit# 29741 SCTM# 1000-53-06-19 To Whom This May Concern: The Owners and the General Contractor of the aforementioned project have asked me to complete the insulation inspection to avoid project delays. On Tuesday, August 17, 2004, 1 met on site with Robert McCarthy (RJM Construction) to review the insulation installation. All insulation has been installed as shown on plans and meets or exceeds the current code requirements and Energy Code Report. Please call this office if you have any questions or require additional information. Very truly your, (at � Mark Schwartz Matteinilnsulfnspect.doc Mark K. Schwartz, AIA -Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 A Cutchogue,New York 11935 Fax:(631)734-4185 July 27, 2004 Southold Town Building Department T I Main Road Southold, New York 11971 Re: Matteini House 3855 Bayshore Road Greenport, New York Building Permit#29741 SCTM#1000-53-06-19 Dear Gary, I have observed the damproofing of the foundation at the Matteini project prior to backfilling. The damproofing was completed according New York State Building Code. Please call this office if you have any questions or require additional information. Very truly yours, 4eS 'i„ S Agcyt y �F�IN Ilk i • 72 Mark Schwartz BldgDept4.doc g 2004 Mark K. Schwartz, AIA —Architect, PLLC P.O.Boz 933 Phone:(631)731-4185 Cutchogue,New York 11935 Fax:(631)734-4185 July 09, 2W4 Southold Town Building Department Main Road Southold, New York 11971 Re: Matteini House 3855 Bayshore Road Greenport, New York Building Permit#29741 SCTM# 1000-53-06-19 To Whom This May Concern: Due to the current delay with the Building Department inspection scheduling, the Owners and the General Contractor of the aforementioned project have asked me to complete the framing,strapping and plumbing inspection to avoid project delays. On Thursday, July 08, 2004, I met on site with Robert McCarthy (RJM Construction) to review the completed framing and strapping. I also met with Mattituck Plumbing to review the rough plumbing and piping. The vent and waste lines were filled and all other piping pressurized. The framing, strapping and rough plumbing have been completed as shown on plans and meet or exceed the current code requirements. Please call this office if you have any questions or require additional information. O AM— Very —Very truly yours, 1•. Mark Schwartz t1T J21;13Q t0Q MatteiniFraming/Plumhing.doc (27 PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 lAN 2 � TEL 631.765-2954 • FAX 631-614-3516 • e-mail. joseph@fischetti.com Date: January 12, 2004 Reference: Permit #29741; Southold Building Department Main Road Southold, NY 11971 Dear Sir, I have been retained to design and inspect the installation of the concrete foundation on Bay Shore Road relating to the above referenced Building Permit. The concrete foundation has been constructed in accordance with the plans submitted to the Building Department and is in accordance with New York State Codes and is adequate to support the anticipated loads of the reconstructed home. �F NEk, Joseph FESsIoNP RIM.cmlfidnn M" 6 Mark K. Schwartz, AIA -Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New Yoik 11935 Fax:(631)734-4185 May 12,2004 TRANSMTITAL To: Southold Building Department Main Road Southold, New York 11971 Re: Matteini House 3855 Bayshore Road Greenport, New York (SCTM#1000-53-06-19) Permit# 29741 From: Mark Schwartz We transmit the following by hand delivery: • Two sets of Floor plans (dated Rev. 05-10-04) indicating changes made to the framing above the Kitchen area. The original plans had no floor above the Kitchen. The Second Floor Loft area will be extended over the Kitchen with the open area at the Front Entry only. Remarks: Please review these plans and place in file for the framing inspection. Please call this office with any questions you may have. Thank you. 1330 Matteiiri361dgDept Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\Matteini House.cck TITLE: Matteini House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE:09/04/03 DATE OF PLANS:08-I8-03 PROJECT INFORMATION: Matteini House 3855 Bayshore Road .:.� Greenport, New York 11944 A qc4 COMPANY INFORMATION: Mark K. Schwartz,AIA- Architect, PLLC y r A P.O. Box 933 Q Cutchogue, New York 11935 g E 1� COMPLIANCE: Passes �"146�, Ij,3Q -lO Maximum UA=552 Your Home=526 4.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Val54g -VVal U-Factor [JA Ceiling 1: Flat Ceiling or Scissor Truss 1980 30.0 0.0 69 Wall L Wood Frame, 16"o.c. 3171 21.0 0.0 143 Window 1: Wood Frame,Double Pane with Low-E 629 0.330 208 Door 1: Solid 42 0.500 21 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1807 19.0 0.0 85 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,belied and professional judgment,such plans or specifications are in compliancewith this Code. • Builder/Designer Date MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 09/04/03 TITLE: Matteini House Bldg. Dept. Use I I I Ceilings: [ 1 I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: _ I 1 Windows: [ ) I L Window 1: Wood Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: A Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: _ ---------- — I Doors: [ ] I L Door 1: Solid, U-factor. 0.500 Comments: — I Floors: [ ] L Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: _ I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] ( 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: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. i I Materials Identification: [ j j 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 equipment must be provided. [ ) Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] 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. 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 I (adhesives),mastic-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). [ ] Duds 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. [ 1 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: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] j 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 the New York City Building Code,as applicable. 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 Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55'F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) UD to 1„ Un to 1.25" LS'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 Pioe Sizes Piping System Types Range(F) 2" Runouts t"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 L5 2.0 Low Temperature 120-200 0.5 LO 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 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) • 30' MADE EXIST WALKWAY 67'-2" S-31 2' 6'-0" 14'-11" 30'-1' 16'-2" 3'-2 3 4' '-9 1/4, 7'-0' 22'-11 1/2" 18'-3 1/2" 9'-3' 3'-8' FRAMING NOTES 1. All framing lumber shall be grade stamped DOUGLAS FIR- Larch structural grade no 2 or better. 2 All sheathing to be APA rated, exposure 1, 5/8" min thickness. 3 All subtloonngto be APA rated, STURD-1-FLOOR, exposure 1, T & G 3/4"min. thickness. All edges of plywoodto be set on solid blocking. Glue and nail all sheets 4 All headers 6'-0" and over shall be supported with double uprights, 9'-0" and over with triple uprights.All headers shall be a min of 2-2" x B" or as shown on drawing. 5 Solid blocking shall be provided for ail joists and floor beams as per N.Y.S. code or as noted @ 8'-0" o c min Provide 2" space for air circulation in roof 6. Double framing around all openings (SKYLIGHTS, STAIRS ETC.) EXISTING PORCHor as noted on drawings. 7. All flush wood connections shall be fastened with rated II NEW BLUESTONE FLOOR II galvanized metal connectors by "TECO" or approved equal. 8. All flush wood connections shall be fastened with rated galvanized metal connectors by "TECO" or approved equal. 9. Nailing schedules shall be as per the N.Y.S. Building Code as a minimum. All 2" x 6" studs shall receive 5-10D nails at sill and (2) 2" X 8' HDR (2) WDH21058 WDH21058 WDH21056 plate. All exterior nails shall be galvanized. AR31 ABOVE (2) 1 3/4' X 16' MICROLAM W/ (1) 1" X 15" STEEL FUTCH PLATE W/ STAGGERED BOLT PATTERN AR31 ABOVE AR31 ABQVE 10. Plywood sheathing to be nailed with 8 D ® 4" o.c. exterior _ 7R.S7 edges and 6 D ® 12" o.c. intermediate. �y ECLIPSE ARCHITECTURp 11. All interior and exterior finishes, flashing and waterproofing shall N (2) 1 3 4' X 9 1/2' EXTERIOR FOLDING DO (2) 1 3/4' X 9 1/2" (2) 1 3/4" ) 9 1/ be by Architect. I x O1 718) 625-4813 LL x x Tv bi X e�n1, 12. All roof rafters shall be attached to the plate and stud with g `4sp galvanized hurricane type connectors by "TECO" or approved VoMequal For timber pile foundations, provide hurricane clips at all 'ro perimeter joists to girder connections. n m M mI 13. All pre- engineered lumber shall be TRUS JOIST MACMILLAN series yWood-I-Beams and LVL products or equal. All joists, girders anMASTERd o IREDROOM headers shall have bearing stiffeners installed as per manufacturers AR31 N 0 +. 0 r w recommendations. Web stiffeners shall be required at all load and X bearing points at a minimum. A single 1 3/4' LVL rim joists shall be ev rc LIVING DINING ROOM 0 m required at floor perimeters. Handling, storage and erection of GROUND (2) 1 37t�] �' )� o. n H I I components shall be as per manufacturers recommendations. OIL TANK ro r r m 0 14 Provide solid blocking for bearing of all beams and posts. i7 ap n n RESIDENTIAL GENERAL NOTES •IXl'IDR / S�'F'In'fV'F�R7 -------------------------•-__---- ----------- 0 N / 5 14'-8" 1T-8" T- ' 4'-0" �6 15'-9' X x 1. All work shall be as the ding inm the of N.Y.S y-\ � g ' Building Code. When building In other funstnction s, --- ------ ----- _I 1p (3) 11 3/4' X 11 7/8' MICROLAM -1=------------------ -- , variations or adjustments may be required, verify any such \ N3 4 Y X 4' F1 ��4.- requirements with the local code. '� 0�{ --------- -----O _____ -- — -- _— ---- ----- LIF —_ _ ________ _�� =--24 i 2. These plans to be used in conjunction with the Outline Specs 4 SOUARE _ POCK T -„o� when provided v (4) 2" X 4) 2- X 4' -- f 3. Assumed Soil Bearing Capacity: 2 tans/Sq.ft p �0 c k10 4. Concrete to be plain, unreinforced, 3000 Ib - 28 day test ry I UN 'r+ry �' 5 All footings to rest on virgin, undisturbed soil. iv '' 48" LL Wim/ N 6. All lumber to be Hem. Fir No 2 1150 P.S I unless noted on DRYWELL I W/D I OAK TOPwkSEMT d I plans w 7'-8" 3'-4' 2'-9' � 0 11 7 LOCATION L DEAD DEFLECT LIMIT 1 st FI 40 LB. 10 LB. L/360 `�J ii'd -\_ ?y.) O� 1 m 2nd FI (Sleep Area) 30 LB. 10 LB L/360 6 7 \ 0 \ 2470 O / a PROPANEo �° iq 4i Attic (Nan Storage) 10 LB. 5 LB. L/360 POCKET uj 1ow I Roof 30 LB. snow 15 LB L/360 N .yC(° / I S COOK TOP m N t o o / rp I F r -n 1 13� Io d Ceiling beams may have to be increased for storage attics and 0 MUD ROOM M1 UNDER 1n a Na rafters increased for higher snow loads. N 8. Electrical work to conform to the National Electric Code, New Ali 6�O\ r FULLI 7 York State Energy Code, dated March, 1991, and any applicable REF • • HGT2+ iv 10'-1 1 2' 5'-5 1 local codes. • 9 Provide smoke detectors as per code HANDRAIL W/ ------ I SEAT ----- KITCHEN d1D. All headers to be (2) 2" x 8" unless noted otherwise. j'+ 4' X 9 2' OPEN TO ABOVE 3 4- 9 1 2• 11. Double floor oists under arallel artitions O / / 2 134" X91 J P P(2) 2' X 6" (TYP) 12 Indoor design temp. shall he max 72' for heated and e erg WDH2652 WOH24310 WDH2852 I for cooling, based on table 2-1 In the New York State Energy Code I o dated March 1 1991. 0r_--� ❑ ❑ DW F-_--J 13. All exposed water piping and/or heating ducts to be insulated 1 as per Sec. 7813 of New York State Energy Code dated March 1 991 (3) 11 3/4" X 9 1/2' HDR 14. All construction is to be in accordance with prevailing codes CW145 COVERED and standards PORCH 15 All windows to be thermal insulated glass. HANDRAILS W/ FLUSH PATIO 2" X (TYP)BALUSTERS 16. The Architect assumes no responsibility for the construction means, O 5" D.C.O. methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties, nor any m erchantibility of fitness for a specific use expressed of implied in the use of these plans. - - - - - 14. Contractor to verify all dimenions before starting construction Do not scale drawings. Follow dimensions only. 3'-2 3/41,2'-9 1 4 7'-B' 16'-4 7/16" 11'-0 9/16' 5-11 1/2* 11'-10' 8'-3 1/2" 14'-11' 30'-1" 18'-2" •. ,gyp IN scy�'c�0 67'-2" 13 2004 472333Q a F I R S T F L 0 0 R P L A N a'aTIE 6-5 -05 N6ifflll RESIDEI6E SCALE: 1/4" - 1'-0" REV. ll 3645 DAI4NORE ROAD MARK K. SGHWARTZ AIA A R G H I T E G T. PLLG REV. 6- 16-09 6REENPORT NEN YORK P.O. BOX 995 l 0UTGH06 , N.Y. 11955 REV• 5- 10-04 UE `2 CONSTRUCTION MAY NOT BE ALTERED 651 - T9.4 - 4165 FROM THIS BLUEPRINT WITHOUT F L O O li PLAIN NOTIFYING ARCHITECT SMr4OFT '-6' 11'-0" 2'-5" 30'-1" '-41 2'-91 2 5•-6• 5-8" 3'-1 1 2' 11 -11 11 -11" 3'-11 2 5'-6" ------------------ I II ROOF BELOW I I I I I I I I I II I I I ___ _ --J----- AN31 - ------------------- ------ ----- �--- WDH210510 AN31 ____ WDH210510 TUB / SHOWER \ c I I ° (2) 2" X ell " z RATH 92 rc I enTH in Ou Uti ao cis C) VU O O O G O ------- r MIN I I I EJ I I V.I.F. I OFT I o �L�, , o m 0 x x 9 x x x x \ BEDROOM 62 e nE_ROOM Alry N N N N N N PULL OWN STAIR i� FURR OUT �� i� _ - 14_g. 7s f -WALEE - ---F— 7\-� 25'-2 1 2" - 4'-1 1/V ry 0 T m N ROOF BELOW z - - irc w vll N Y N N j K d _ I ON A N d ci c OAK RA J.- 05 NGp 0 n GALAS RS m ^ N LOEI .0 M1 x x ^ L ----- X X ---- V K ^ N N L ---- N N V ti ---- I 0o i.1 " XB" - 18" O.C. C. 2" X5" - 16. O.C. C. . " X10" - 16. O.C. R 2" X 10" - 16" O.C. F.F . I I I x x I ' WDH24410 I WDK24410 ________________________J _—____—___—_ o _—________ J • L----------------------- F------------------- Fa c I I in II I I PERGOLA i ROOF BELOW I ------------------- 20'-11 9/16" 14 3'-6" 3'-8" 4'-31 18" 7'-0" 3'-715 18 30'-1" 7'-0" 4-91 2" 81'-2" ix O Al? \m NINsc,y�x� b g4. • , g, Y secon d FLOOR PLAN23 SCALE: 1/4" - P-0" " as. r� 6 - 5-05 NAi1EIRl RESIDEN6f M A R K K S G H W A R T Z A I A ��v• 3845 NAY SNORE ROAD A R G H I T E G T PLLG mmv. 6- 19-09 WENPORY NEN YORK A ;P.O. BOX 409 ' CUTC44001R, N.Y. 11990 RE,/. 5- 10-04 CONSTRUCTION MAY NOT BE ALTERED 691 - 994 - 4185 FLOOR PLAN FROM THIS BLUEPRINT WITHOUT 91gT40PT NOTIFYING ARCHITECT ( 7r 2 " - " "7"'7VTK-t1 CCy1 9 A/(, MATT-/I f)ef T7 nr6 i M47CH E-Xr5nelV I II ; ox 0 _ I ` 7 i— '(6 EKCAP Joo-7s � 5/g�P/A, S/L v, r, F : i SILL GAS,KEj- AND T�2.u,TL n N O Ip 2 #5 tour i = 411Tm?"'C.- Fr-4 . M2 3 1 '4v5'z °,rr0Cruc.l.r ' " t +3�¢ 9at� •1rrsF��r —� — - - --- - -- j - /� 3 I �91 - - J o �10 � • ar�la GCA 112EA WAY FOr- FLOIJ THKu, vEn�T fltib ",ECCE Ss T re- ('oc 8Ac ✓•1 w1; # 5 kCellVZ. --fl (coNn"v Ou DEC TYP CAL L.. —'—� — - --- - -- — -- - -- -- - NOT -- 5 :._ L_VC - i ,riTi-inin 'I+ F�.ON/ 7-1-1 u CALCUL.-f 0415 -�- — _-- � --- ' FuuNPArI ou CoNG��nr.- �'tW c.c .(�[ 3ct:r✓ps t � z8 044Y -2,cro cc,g e.e.aM {2�>'IIZprE¢ OAJ S --'� - - - - - - - C2hWL SP�cE Ai2.�A 1672 SF ASTM- G-9_4 P-C-40-y- Ale X Cv,VGe-C�7Z r 4LL r�EEL V I �o 'k3o' el2r' RIt�FO�C_!N_G 7v _KSZ; 1r,72 Sc�. rIJcHF-� REp 'o 4 - ok"6 ,s (2 54-o2 /6o 4CL?NTeA�-7Pf- 7VGiNreILIA x/'t. 6FAker06 C'+eACIty TV G'E 300 e5FcCLeArV SAA10 i/Vv 6kp: VEL) SC [,ow AC & 7 8' 7 „ 0,14: �" -Fc7o NGS . r(�� re Ar-7v+z SHALL Co11Ouc� �oiL TZ sr 21 (ao 1 167z re ' d �.a --- ----_-_ -_ --------__- -- - -- -- -- - - - - -- _ -- -TUT (a'IF`� I3E.4r(NC9 la/IC- ITN 1'kIO(C 7-0 CONSTKUCTTOn) jAtie) /ZC)atl12 r AA) LI Gl SC.p-CJ '!lyt1G4 Tb ENG(NrE-/C (JosEwH FIScr}�r/7r ?E) . Atiy CHAAJ66S rw Sol(- Z " ol(- 2 Cann/� 7otiJS n)vTEr our� ! u � Exch�hr7ol SE}�SLL CIe - - - -- ----- -- �:��v,@T�� -1"p CNG y�vE�✓2 . eFC`L�PrJrPss -T .EsT oN 0"l STU�t I3co SoIL) A4- L, PiSTVYZ6CO SOIL F0077nJ6TU r3C CEtiC� GTBk� -ro So ya til oro r F/ r V -f'�qc �Zr2 �.til�v.) � E�GI �a(1hJG LIVIJG EUoNt (Z�HUtc to �Zk OF NE q�QaF�SCNF l09� JOSEPH FISCHETTI, PE • oXAL � PROFESSIONAL ENGINEER 1725 HOBART RD/ PO BOX 616y4,, 2 SOUTHOLD, NY 11971 `C.g yH• 05925+0 631-765-2954 S�pHP' I 291 MASK- JC 1�t�.WAl2'f� �IIR -- --- -( t7 03 3855 CAI �_i#GXG. rtO AecH _e L- c " t .�__ ry 1 �ouann=l-torJ ..l°S.i�>✓ . r--- --r - - - Y; r GCT 2 72003 i � �_H_ 11- Sn^JG - �l'AH_ E}lr Sj7 JJG '� MA7C- H E7<I II r7 z ti N i�cAT�s � I N I sic`i[d VE.f 44 'S�14 g5K Tj� N1e{r 2� 7E 51t[e54 .r3_ rrz� ! 0 p' n -FrG -wl #s�es +t r ti a� �I ��G•,OL -�rAC/+ wwy �– -- — a m I _ I _ �-fi=r-�¢x-`f�,,prc�a,�'^t '�_ I- � -: i— J-- �� I 3' 1 r�4x' 9•�yic,r-ocH+ } _ N � 2 g" _ (7 ct pau Pans CT'/WJ c,+I) I0, v ` ~ (o� GCA AREA WAY I L+ role —CA THY2U vEJ_+T • A&)D AGGtr�S C7YY'I GSL I �3elw 10 E x eF'rU w/#s LgeA2 ag2 &'OC EA64J WA `' CC ON 7- N J� —7 - - - - - - flaw rH2 u CALcuLlT7OAJ <_2�clo ccA 6_L'A�"1 A/ 12,t( Zl Ple z oA) 2j0 'K ja KJzn r-reAw L, 5Phc,G Ae OA 10725E _ Cauc Pfn? 1672 so. wcHFS IzEq 'o 67 � 2J i I MACK SctlwACTz AI -- ------ MATrt-I I Zr-. LO€nt-cam. 65.5 tax tfv� _K.D G2e.F- - � I rsI OFFICE ALL CONSTRUCTION SHALL MEET THISREOUIREMENTSOFTHE CERTIFICATION OF " CODES OF NEW YORK STATE, NAILINGREQU IRNECTIONS A AppNOVED AS NOTED DATE. -SP.8 q ,1 1-1 I -"NMERSCERIIFICATE, s pR• REQUIRED NOT OUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE PL�cn.T NS: OCCUPANCY OR 1. FOUNDATION • 1YV0 R ' FOR POURED CONCRETE USE IS UNLAWFUL 4 II 1» 2. ROUGH - F MSG 6 PLUEIIMO WITHOUT CERTIFICATE MATCH EXISTING FOOT PRINT 4. FINAL • CCNSTRUOTION WIET OF OCCUPANCY BE COMPLETE FOR C.O. �T�+ T,-O" ALL CONSTRUCTION SHALL MST T4M FLOOD ZOl\�G A£�b� REQUIREMENTS OF THE CODEiOFE - b" P.G. WALL ON YORK STATE. NOT RESPONIMIE IN COMPLY WITH CHAPTER»46• F,RAMINS NOTES PA. FTC. DESIGN OR NOT UPDI�N. FLOOD DAMAGE PREVENTION ✓ wftr- SOUTHOLD TOWN CODE. L All framing lumber rrshpll be gr ase stamped DCJU�iLAS FIR- Larl.1h structural,' r------------------ -----------------------------� be 9drl,%vou 3. All subflooringta be APA rated SAM-I- .6 se;ex s._W0 I,tess. ____ n9 edges e�� ______________ 'Rlioodt be se on I, T46 ________________________� I 3/4"min. Ehk:kross. Alla of I 0114 r _ PLUMBER CERTIFICATION COMPLY WITH ALL ODES OF i I blocking. 8Wb and nail of sheets, W YORK STATE 8 OWN CODES 4. All headers 6-0" and over shall be su orted with double ON LEAD CONTENT BEFORE NEW j CERTIFICATE OF OCCUPANCY AS WREQUIRERD AND C NDITIONS OF uprights, 9'-0" and over with triple 9 iX.All headers shall be d min. of 2-2° x b' or as shown on drawmg. I SOLDER USED IN WATER SOLR OUM IBA 5. Solid blocking shall bq provided for�atl joists and'fioor beams { i I FIN FL BLUESTONE TO BE FLUSH WITH TOP OF LIVING ROOM ___..._-l' I I SUPPLY w>-TFM CANNOT as per N.Y,5. coda or asnotedp 6'-0" o.c, min. Provide 2" QSGUTNq,� PLANNING spaco for air circulation In roof. Q 4" GONG SLAB ABOVE K I I EXCEL Li 10 OF I%LEAD. - Z b. Double frdming-around all openings"(5KYL16HTs, STAIRS ET"G) SOMI TRUSTEES or as noted on drawings. I l bX6 10/10 WWM REINF. I I - - I I M5 D04�L5-p 12" O.G. N.Y.S.OEO 'T. All flush Wood connections shall ttsi,fasterlGd With raked , I I VERT'TTYP) galvanized metal connectors by "TECO" or approved equal. F,LQIN'TNRU b. All flush wood conne6wons shall be fastened wW, rated;galvanized W, X Ib" FLOW �, �, 1 I VENT'CEKTE6tED UNDIES metal connectors by »TECO" or approved equal.. - THRU VENT CENTER I WINDOW A00V$ ON WINDOW ABOVE I I 9. Nailing schedules shall be >bper ttre N.Y.S. %IIstnq Code as a MBING min mum. Ail 2" x 6° ituds Shah reserve 9 fcxa ngn3gtdHl ALL P UMBING WASTE Plate. All erAerlor nails shall be gdivanized. ENLAW I EXIST FTC. _ W/NEW IS.. WIDE X 12° 8 WA ER LINES NEED 10. Plywood sheathing, be Walled.with 8 D • 4 a c exterloP, " V 1 I pp• W/*5"DOMLS p TE TING BEFORE COVERING edges and b D 4 12" o c Intermediate 12' O.G. NORIZ. It. All Interior and exterior_ Finishes flashing and Waterproofing shall EXISTING DUTCH WALL - 0 NEW STEEL X be by Architbct " :f NE NEW 30" X30" �r_-� 12. All roof rnfters shall he atkaphed to the plate and stirs with N W x 12" GONG FTG I_ -!---M-}- 1 galvanized hurricane type connsotors by »TEC'O"ar approved (--- --� r IL__J squat. For tirnber'ptle'founddtlons, provide hutricane clips lot all ter joists t� conn04j66%. , engineered lumbeir *halt ins TIRUS IOJS't r_-,------- E3QSTINS r--� x r--� % L--J z° x b^ - I6" o.G Ix 2^ x a• - 16" o.c Ig. hems- IsLducta ° 'C?1N1Q9 Na tbrers F.T.V. W x' EXISTING ,p EXISTINs 5�� Cold cries e �- EACH R(1 Exp ST (P ' I � W i mer bdtir ',rt,# f ne�tdkTAd 47 pole rl(Jo q (4) 2 x b I �. repo mendatlons. }^bb'stlitEg r_ I I I n 515 (I) 2" x b" BESIDE n f4nM'e`shclN;Ia4 t'eg4ir rd at all rand a e -- I L ILt'�e ting paints at a rinlmpfn. A sinr�Id t s 4Vk:PIAT Jdre rd, bo "- I requIlres! at floor Perim a. HO Is oreGt7bn-pF . . I I WW1 So r � I Y co nts shall bs as' rflanUlacturers repo I I s I I A I I ry M. Prov solid blacking for bet.I Ing of all beams�nd'Post{ytlans, L____�__J NEwPIER Q y UU1 'I I �_� RESIDENTIAL GENERAL NOTES 30" x X 12" Y r---� EXISTING r - I I GONG 0 - Ji=-i- �.1,_ I. Ali work shall be Building Code. to the requirements of N.Y.S. g In 44 1 _ -__ -Y 1-.aA>ar?VE - ry L T I J__a _-E I.»,.,.«I- -cA �xE'- 2. requ r ami is wig the ocol code��require the O floe T I x I I iv _ _ ' ,,JJ _r:+> 2^ x 6" GfFi, Ow BEARD, _WALL y eq y ad! such I " t i (3) 2° x b" ow BEARi m } r specs _ " . - f - I 1 _ ,=s..•=•'c"� __,r_ -e.�,_. ., x �_ NEW f4) 2„ X 4 J I I 1 �,tQy when provided. l; 1 h (TYPI W L—^� 3. Assumed 5011 Begring Capacity, 2 tons/5gft 4 -'j `�j 4" MMP 30» X 3O" M'12" 4. concrete to be plait uMOMftlrc4d, (JOQ Ib - 36 day test. - I {,- CON- FTS' 1 5. All foptli5gs to rest an vlrgm, undlstUf'bed �'iall.: `'� 'CS7L `� - L - I `�U3 6. All Iumbel^"to: Hem, Fir 170. 7 II30'P.'�.rJ.'upless noted'on k I t l a JX x $ I7 "'f I W 0 ACCESS 'o 4 T 1 LL»/F. 0AELlLIMiTLIMl - I _ F.T.V. I; - I �' �p,t 1 lot F1 40 I.B. 10 LB'. L1960 X FILL EXIST Pf�M# $N f21 2' X 10" -�"1'"' I I I 1 I I -SAS SHOWN'lN P I 2Yfc1 Fr(Slab Are dO LS Id.-'ISS .. L/'J6Q Fi p CGtI'BIRDER - I M i I I I I 1' SF-GTIONS I N X _ '��c (Non 9tbrat e!'), 6010 Ls snow IS 1,b. 1 2, A " 16!C7,b..I Getting begins mq have to"be Irl reales'#or storage attics and raf aSed ?Or higher OnOw 14Z. .D17�.>.+?WOTIIBE I ( GGA L 1 J_I_L L ry J 1 b. Electrical lectrical ork t conform Code, to the MNation is P, New ---- _--_-- lectrlea work t conform to the National Electric Go " _-- _ - IO. Pr 1996 and applicable -- I I ? I6" X 16' Ft, local codes. �.__- - � � � _ __-J 9. Provide smoke be as p0r code otherwise. ESS .L _ --- _ -1, 1 I I J I WINDOW ABdVE -^ - Doublefloor a parallelp artitions _ _ I 0 VENT GENT'E�UNDER LL dated Much Q I .L---------------- -------- I �? 12. forIndooling, t 0npon table 2-1 in the New Yr�xk StatemEnar » -o _ m AGGE55 DOOR I I J p bI Ig4Id, , - L-------------- - ---'II -- 1991. _ r_ _J I 13. All exposed water piping and/ca`�hpAtlrty ducts to tp Neulgtpd Ib" X Ib" FLOW THRU v 0 1 4 s er 5ec. 7BI3 of New-York State�&*gy Opdp dated Morph I. VENT CENTERED UNDEFR J I 41 14. All construction Is to be lmdccordancs with 00ya1Ilne codes WfNDOW ABOVE EXISTING J I I I and standards - WASTE LINE TO I 15. All windows to be thermal Insulated glass. _ - EXIST SEPTIC, SYSTEM X 16. The Architect assumes no rasporelblllty for the conaMuptlon meati, I N -EJ merehan IMtlty of fitness tPa specific use a reised of gty'}7recauUoni„ " - methods, tbchnl ues, so propedures, or for safand og'anroin ""act" with the work, There are no warrgnttes, nor anyL - ------------- & xp mplled'in the use of these.pians. 14. Contractor to verify all d"onlans before starting " construction. Do not scale drawings. Follow dimensions only. 90" x 30" X 12" " GONC FTC (TYP) IT_b• II'-7 1/4" 14,_11" Ib,_2" p '�qc•. a DATE : 06-5-09. .. , y� `INS yryy P� REV. oe-a'-05 385a BAYMATTEINI f OR,E ROAD O. A T 1 a N P L. A N - i � ,t' MAFRK K 5GHW /AfiTZ AIA a N G Atx HITEOT' PLLG REV, oe-to-05 GREEMPORT, NE.W YORK SCALE, 1/4" • I'-O' w r P.O. Box 9:39 GUTGHgOUE, NY:. 11939 G0N5TRUGTI0N MAY NOT BE ALTERE E) �� q {o�° 631 - 754 - 41165 " �T q '� ¶ n H FROM THIS $LUEPRINT 1^1lTHOUT .��r_ Y22aa�� 1 Q� lLJ , IVT ll� 4�� vll� 11 �, 1V " NOTIFYING APOHITEGT or t+ti SHEf t OF;B' II NAILING SC_ I-IL=DULE PLAN CONTENTS: GENER}� I (=p�� NO�� -- — WIND FRAMING NOTES — -- OCCUPANCY CLASSIFICATION R3 RE510ENTIAL AL I` RNGF.-I O RAFTER n55EM3LY' ROOF FRAMING: BUILDING USE 111d"x 20 gnu a strap shop he ollnchnd In each v of mlmm In eccORlonrr In 0111 34 NAIL IJNI. g Pn ,IOINr OESCRIP11pN NOTES When R cnllor I1-Is used In Tru nl a III slip,Ihn center of 1OW commmn'roil^required ❑!V. SPACING BUILDING HEIGHT In oadt end nl the collar the need col exceed the Tabulated number of Oil naps rn the strop RAFTER O R WALL' 4-il COMMON )EACII TOTAL 50. FT. OF CONSTRUCTION CONSTRUCTION NOTES: TOP[ILA I6 wnu 4-9a cafdMoru Rnnni 10E-IJaL -- _- - - - -- - - - ._ PRESCRIPTIVE HI AS PER DIT)N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND - --_- - ---- - "" -"---- EACI DESIGN CRITERIA Il the in(Inubbb abbin lids set of coraincliuu docu.......is is rallied to basic dr"Jgn 21 RnF1ER10-WALL siner,RFllfan...melons formllel ceiling-111-11 In top T Lilt sbnll be In CEILING.IIl151 B'WFlIL 3-Rd COMMfIN Jobir TOENAIL IE9556C HIGH WIND EDITION WOOD FRAPIE CONSTRUCTION MANUAL inlrrd and fer lug drind, They nm Intended ere a c-nnln„Ilmr aid,rad a s,hstih1la Labral Ipm10p Ond,liar wo TO IOP PLATE IP WALL'4-ad COMMON JOIST In. ,R roll rear'led .ad holding pmaile.and scroll with cenenl New You, - p Wore wllb studs hIlm'q tubers -- ----- - ---- ----- ---- ---- FRAMIIJG ELF_MEIJ75 _AS PER FLOOR PLANS CROSS SECTION AND GEIJERAL NOTES ncmolele I to lbe alta when healter-'list stiff le W ser hullamg rmP The General Cnnlrndor is rw,porulM1le Inr providing slanrlod 11 li tows,lila be wilt d m We wall lop plate al earl the will top plate shill he dwchl Iv CRA Iri.TOTS'TO AS PER TABLE 3] EACH FACE ENT. BALCONIES 60 Pi,rauallnn aem115 and prncedums la ensure a professionally Ndshed,structurally the In the wall slue Willi uplift connections Raols w„Imngiuq the eke side of 1hr building PARALLEL RAFTER WECM_BBC_ LAP )JAIL DECKS 40 sound and a weefhorproof,completed produd. shall be connected Willi uplift connections In vccmdvnce with table 3 3c OEIVER JOTS I LAPS AS PER TABLE 3] EACH FACE OVER PARTITION _ _WFCM-6pC LAP PINL ATTICS w/o STORAGE 10 2) The Ganes Cndpclerin responsible lam,smin,Ihn!elfw-'k and annslnirtl-n 31 WAIT I.-TfI-WALL ASSEMBLY C,fILLAl311E AS PER TABLF_3.4 EACII FncE ATTICS w/ STORAGE 20 r irris currnnl ledernl,slnle,cmrnly and Incl nod's,rndirmnces 1-,d rrgulnlisl,q ole Wall el,ids ahnvr aid sets below after Tavel thrall be a1lnr.l rt:d wIIL nplip rrnmrnllnns tri 10 RAFTER W1 GM SBC END _NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 those cedes ep In be considerrdnO part of IIIc lrprillcallenl 1-1[Ilia building and PirrordnncO will,fell 33h When wall studs-boor do nil loll 1011111 with sludshrinw,Ihn --�1L-J-,1�� --- EACH TOE !LIVE LOADS P5F1 Prod,shall he tatenf ed Io a coniman member In Ilse gear assembly with upllll connectors I 2-ad COMMON ROOMS (OTT PER THAN SLEEPING) 40 should be admired to even,!In variance Willi the plan accordance will,table 3 3. TO RFlFtER END NAIL 30 _ _ ____ _ --_ -_ _. __ ROOMS (51_F_EPING) ,p Oimensbns shall lake precaden[aver scaled drawings RIM ROARD 2-16d COMMON EACII END STAIRS 4O IUONOT SCALE DRAWINGS) 4) WALLn55EMBLY TO FOUNDANON: ICRAFT ER END IJAIL GAURDRAILS (ANY DIRECTION) 200 Post wall studs limit be connaclyd to TO faunanlien,sill plat,or h-thein plain will,uplift WALL_)FRAMING:4) The designer Ips nor been engaged for ronstrucuoo supervision one assurnes no cnenrcmrs FIrel apples shall Rates P,mluimwn cut... neral Of T Inch,.,In rnncrrir _ -- -__ _.- ExtF SURE CATAGORY rr,:pnnslhllity lar cnnebudlon coordinating with thus'pio.......esponsrbllBy for fnnndodm i Pind slab-on-grade, 15 mcli c masonry track f.....dallons,or Inpprd Inrder JOINT DESCRIPTION MAIL HAIL NOTES SEE CON5TRUCTION ANDk11HD PATH CONNECTION -O,drudi a peens,methods,mchuiquea,req,mnens,o'ppcedwes,or Inr safety the pkin and nulled n,accn dance will,mble 3 36 W'h...sled straps are 4 plead under Ibe 01Y SPACING _ - - LOAD PATH ,uftmns and halloo,plate,?Inch square washes shall be used worn file author bolls.Anchor boll TOP PL.I E fD PER FACF_NA !ROOF - FOUNDATION) DETAIL PAGE I GENERAL NOTE PAGE pmt, Pmpmms in rn fronlnn will,Ihn work There are no wananlles far a spaclnq is m he spaced and sizer!in accordance I- it 3 2a In edd10.1,In N,acb,s 2-H d COMMON ,prcllic use expressed orfmplied In the use of[br..pia„s 1 OR PLATE FOOT SEE NOTE I NAILING SCHEDULE SEE GENERAL NOTE PAGE aechu,Lilts oie to be opened between 6-12 Inches bop the eutl of n all pier and all -- -___ . -- - - -- -- 5) Refer to the Window 1-,d Onor schodule far learn,openings comers. FOPPLAIESAT .IOIIJIR FACE EGRESS SEE FLOOR PLANS AND WIIJDOW SCHEGULE •I-16d COMMON IN IERSECIIUIJS EA SIDE _14-AIL_ if Up Gane'al Cnntmrlar is to ensure lbal masonry or prefrbracted 0eplerner,eok 5) Tl'PEIEXIERIORSIIEAITWALLCONI4ECfIDNS SND TO 2.16,1 COMMON bl” FACE n ,.xcaeds mermfaclure's speciricallme and applicable codes, Type I extedo, s1ma walla with n minlmunl of 1116 inch wind tour l pond on the exleuir STUD - _ U C- _ NAIL r attached with Rd rnn.Mo.Orris nl 6'n c el Ihn pend r11,rs.,.it 12"a.0 In the 1'mkl,and HEADER TO I6"D D FACE 11 Tire Genervl Cm Narmr Is to cvusull wilb Ibe-wirer for all built-rn tem, 112 Join gypsum wallboard On the Idnnnr.2cr,d will,5d room,Rall,at]"o n of Panel I ADFR T =Bat COMMON ALONG EUL9Efi _-NAIL such as bookcases,shelvrny,III dosels,Irbrs,etc -tars and In"o c m the Feld shall be in accordance with the Imlglh regnlremenls specified - -_ - In table 3 19,-b. TOP OR p 2-1for]COMMOPER ST 214 STUD END PLNSl Uk4 EIO slip 3-tfid COMMON PER 2xG SILO NAIL B) Wind load regwremands 511011 be taken Into arrearl during coordination. —BOTTOM P "--O C 6) TYPE II EX I ERI OR SI IEARWALL CONNEC I I OPTS pOrTOM PLATE TO PEI'. FACE IJNL FOUNDATION NOTES: Type 11 exlrnur shenrwalls,Lal peel the requn mnenls ofmble3 HAAtinaslheaVPlopn-Ie FLDURJIIIST RANDJOI6T, 2- )fid COMMON PWMBING RISER DIAGRAM - ---leuglb aJluslu,enl lata',In fable 3.tfi END JOIST OR BLUU<ING FOOT SEE NOTE 1,2 IL the General Conlrncmr and Mason to review plans,elewllons,details and comm,In FLOUR FRAMING: Prolamine Intended heights of anlshed floods)above Typical smile. T).INTERIOR SI IEARWALL CCII INECTIChIS: - _-... -_ _ -- AllRentssldw rnlllrnytheprovided inlahle3lAsFob Jr.prm«clod 1.To inrmosed when OIML IJAIL 2) All realms,to rest on undisturbed(Virgin)soil intrrinrsheawolls ore Road.Shealhing and emnoedione shall he in accordance with .10114 r DESCRI PI ION UTY SPACING NOl FS 2442 and 22.4 respeclNely, -1013T 10 PEP, TUIE 3) Provide 112"expnnalon ParalleljointParallelm ai between rmpla efnbs and.1...ttmg 4-Bit COMMON IClIST NAIL concrete or masonry walls scouring In exterior or w,hndad Itedor areas. a) CONNEC I IONS AROUND EXI ERIOR WALL OPENINGS SILL, IOP PLAT GIRUER . Ilradrr andlel girder rnnnedlmis',hall Ln curellen with upllll cirmeclmns rn accrnrlane. BRIDGING2_BJ COMMON END I TOE 4) Any new sonnet 11111,1 heing limited m exlsling r.Onclute slruclure sholl red,table 35 Window sill plates shall be have steel conned.',in accordance with fable _I O JOIST -- - END NAIL_ FIRE PROTECTION SEE FLOOR PLANE bslnslalled whIl/14 re-bei,113"long.112"o c.Use approved epoxylellealkitim 35 BLOCKING EACII ICIE __!SMOKE I CO2 DETECTORS) -- 10 JOIST 2-Bd COMMON END NAIL _ _ TRU55 DESIGN _ W/A - STANDARD STICK FRAhIE CONSTRUCTION 5) Udrss PORI soled,elf slabs an area,.In bra 25110 p r.1 Carrico In be R CAI I IEORAL CEILING ASSEMBLY 131.t1CIC PIR 1 O FACII TOE Ord On 41nrh Ihiok sane nr gravel all with 6.6 we nresh rvh,mrpoij btanim,Jobs Where a ridgy Is In he us-d as n srustc al boom,tire rnlmrs shall ellhor b1 notch',and 3- IfiJ COMMON ENERGY CALCULATIONS RESCHECK 3 S RELEASE is be mb,imure 3-112 inch IhialL ,.mho,ed on lop of the bean,or slope rorinOct.,0 shall be allocbed to ea ll,miter 1. Idea SILL OR 1 OP PLATE BLOCK -NAI). -- nlang the arra ceding pal Of Ilia bulWrng C.nnedmns la Ilia ridge and.,If slmll be Us LEOGER S IRIP 3-iFJ COMMON FACT] FACE - Ell:1-111,levees in be provided Willi-minknum l0"x2A"access opemny-Inslnli ane ollached ath the vInviO ecto cols. IO BEAM JOIST NAIL _ � -- - CLIMATIC & GEOGRAPHIC DCOIGN CRITERIA g+I6 cast lmnfowdollon veal for every l5R sq 11 olareo JOLSTONIFUGER 3-Bat COMMON PFR TOE _ -__,_- -- - )---- DECK AND COVERED PORCH NOl ES: DRenM UIS) GROUND WINO SEISMIC ROST WINTER ICESNIELO q Darn Ibxmdmnrrn-an�nan Willi mind„nli,rnolir,n Pis pro 5r1,aarr nnn0 all —__---- —_ __— ---_— — -._ ---- --_ ._— -- .— FLOOD pm- ---- 11 1 ROSlde1 ural Gm,or Code f 6-i ...... yim,e BIm shall be applied ovmr I) Ih,less Uthe,wlse voted,ell k,ileo,inatetlolmbe HI ncO Vpssure veoled lumber pAIJD,101ST 3-164 COMMON PFR ENp SNOW SPEED DESIGN WEATHERING LI1JE TERMITE UECAY (RESIGN UN REQUIRED NT HAZARDS 11'.':below grade pati-n of exterior walls prl-rl-harJlBlling. All laslanms,hat„ers end anchors to be golvnlTzrd or sl-Pubs,sleet - IO,lOIST - ,IOISI NAIL _ LOAD )MPH) CATEGORY DEPTII - TEP4P. REUEIREO RAND JOIS110 PEP, IOF NAIL MODERATE GLIGIITTO RLD,afnaye riper sedlon RA05 of N Y.S Reslamniol Conebucllon Code. 2) GRJans for Jek.lolslsmbe)2)2xlU,bulleamerd,post will,washers and nuts BILLORIOP PLAID 2- I6d COMMON FOU' SEC NOTE 45 LBS. 120 B SEVERE 4FT. TOHEAVY MODERATE 11 IJONE - - Girders or,r-narele Piers shall be oudmred will,prep,, ann1 Gnparmrs a chnnud - - ---- - s rad lint,. - - _ FRAMING NOTES b-11wm,wamhe'. n ROOF SHEA I IIIJG: — ____ - a mL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: n 1n concrem w til a mlmnmm 1/2”dna x]"long,nc nor II.All linndnn[pch Iq,es and methods as pre,rdpbve design-I 1985 sBC H,ph Wend a),Pam. , i^'r n.gbdno-r ml Fn o.d o—d b r V.la ,hlok cnnrtrlr fool n. .IOIIJ 1-❑EFf,RIP1ION NOTES , _-- _ 115 PER 1A13LE 3 n BI IFnTHING LOCATION—- -_ -SPACING-N 11 HAIL SPACING AI INI FRMEIIATC- NOTES FF� ed Irudumhvwd material d.be llZ+DTRs. _ l- wFCM_SDC _ NE ad COMMON Q6E5 SUPPORTS IN RIE PANEL FIELD Ooiuola Fir lFlnnling Coustrudmr Manual 4f Drift lol,nvelhlo king al•B•pinoc bollwll w,nl,esnit ills Pooll ,e sl ,Il cI CLC I URALPANEI OI' ER 11,1JG A PERIMEIET2EDGEIO AT PANEL EDG OC SEENOTE6:1 , bra A R hnlnw pmdc 26 Full olbarwise rioted,all frorning and U C Bid COMMON Q fi" Douglas I ] CEILING SHEATHING: _ _ SEE NOTES I (Fort T - " - -- -- INTERIOR ZONE Rd COMMON Q G"O,C Bd COMMON @ 12"O C a) Floors,walls,ceilings and rafters to be spncca rat I6 b¢hes a e.unless Retail 5) A mkdmun,of IR Inch flnsliinp till he Juslnllnrl between II1a building and Imlg e' J011JI DEBCRIP110N HAIL NML IN O 2 FOR PANEL where needed "Ola.bolls with washers and nuts D7V EPACIIJO -- ---- -- ---- - - JII GABLE ENDN'ALL RAKE AIJD f3Al(E 1RUSG Pd COMk10I4 Q A"O C Rd COMMON Q A"U G. SEE NOTES,1 , •D Unless olheiwise noted,all bearing wall benders In be(2)2xtp 7121 BTR,Doily.Fir ALL BUM lid COOLERS ] O C _T qL wn_LL_B_ona_D__ _' __ _ _ to"oc nE_LD NOTES ollierwlse Ledger to by Inslened to building will, Bear a wall haadans to have(21ladl studs and(2)lull length studs on each age-loll 6) Conarele plans shelf be a IIIurnum 6'above grade --WALLBOARD LVL headers to have(3)lack studs end(2111,11 tried,ends on era side of WALL S H EA I H I N G: THESE NOTES ARE ONLY TO BE REFERRED TO IF MEIJI TONED IN SCHEDULE NOTES 014LY upeldngs.pea,nseollwindvwslf.,chair.lsohror.U),vr Now sill elutes for Zx4 wn11 T) All IpFc,lobesuppmledwOR hm,aers and anchme Enol, Jorstshalldsobennrhmnd _-- '- NAIL NAIL uproi sp belwrP Ti and We and 2x6 wall openings between 5'11 and BIT Provide lire Iv pkderls) JOINT DESCRIPTION - _ NOTED mid blocking where applicable Cry SPACII IF 11 For rov(shenlhmg wllhiu 4 feet Of 1110 rt, Roder ern pe of s roof,rndudug 4 feel on each side of Ibe roof peak, 8) GovereJ hoofs sliall be aesc,uLmd mid au,a,nreJ Ibe snipe nmrnmr as a lypicnl hullah,g. GIRUCI URAL AS rER Til[3 B Ilia 4 fact perbneler edge nine allachmm�ls rrequ6 ed shall ba used rad COMMON 5) All Bush beamslluniches to be lnstallnd with hoovyduly blvmized hangers and --- '---- - -- PAIJELS - -4VFCM-8BC ,,,,,.bans Wharanpp mabe 1..11 wam-Pili,g lnlsts ____ PLUMBING NOTES ]11WOO 3"O.t; EPO[ 21T.buingmembrhor. null spacing 4 ,Jim unit spacing nlmlL be In (nen,5lgmen,berswMG�09, _ 5J COMMON Por Trento,members with<B A2<G<U A9,Ihei ill spacing shall be reduced l0 6lnches o c -- -- - - -_-' PLYWOOD _F"0C FIELD 61 Doohlen filer julefs'n„Ter walls that run Farnllrl In the liner lnld and wider hathlubs N.All vmmr supply,dralmgeandveullna to be lnllnlled ere perNVS.Residenllal --C,/1'SUM 7l OC F.I IBC 3) Tnbradd 4 inch oc ,Pit spacing Pissumra shen[hhlq m ra fill l B urs fu,mmg members with G>049 For p I Construction Code Sat COOLERS Fnmsln have cemmir.lia Inslalled shall be venlied for proper load caleadly unless:noted WALLBOARD to"OC I' ELC ban,irrg members with 042<G<p46,the marl apadng sliall be reduced to 3 I o,c on plans 2) Verify sLyhc system wall the Engineer for Suffolk County I lrallh Department approval I-LOO R_-__�H EATH I N G: ]) Pmwdo N.e,inglbrldgrng In Boor joists At B'B or-Use solld blocking in Boor jeis;ts 3) If wall slurps,plates or niels olr cin cul during bsml anon far 1-,y p urtih ns ruloleit wink, NAIL NAIL under all Leann,walls. I .IOIIJf DESCRIPIIpN NOTES plevinellpid am hradng ane plain,1[a pr-1rpl nild sRrmaft,r,11nn1,r,r Verily wfth,ho .. _ - DIP, _SPACING- - _ _ WALL SHEATHING P.EIOUIREMENTS FOR W_ IND LOADS: 9) provide tr,sulnlmn Lnans at cave vents behveen ratters Indall draft blocking as: spm code and morin facture',rerommmnaallon for mnxlm it hole Site slid sparleg POITIAnai 1,51 RUC)URFlL PANELS fi"0 C EHGE - ""—--- .----- ------ L Rd COMMONNAIL SPACING; NAILFPACING AT INTERMEDIAIE NOTES ,traded, HVAC SYSTEM NOTES VOR LESS 12'0C FIELD SlIEATI ING LOCA71014 - - AT PANEL EOGI[S BUPPORrS IN THE PFlIJEL FIELD ---- - - -- N0�1"L-S: - - J 1 3 POI)I FIEL DS - _-___- —._-_..----_-_-. _--__ -_- SEE) OTEG ) I 9).Wdess olhnrwkn noire,all roots and walls In Imvr a minimum 712"Ihlck,4 Ply IFI' I) M1lm:hnnirnl-Wronkador,is responslhle for adheming 1-all a licable codes and salol - - - - - -- 0 C., _NOl E 2 FOR PANEL FIELD pp Y - - _ 4'EDGE ZONE Bd COMMON Q 6 O C flat COMMON Q 12" CDX exled-r sheathir,gide plywood Riveted to cover ever ploles and modes reg durum„L I I IE�F IJDI F5 ARF-GIII V lfl RF RFFERRED 1 D IF - _ rrII 11 Or blN hall1,111111u11 !IurJIY IFITIIIIIN]IRIR II IsIMMUtlypll' ,r: ,LII aTmora 1T'VO In r I'l,.1 In) IrnbnnIOup.,Nmnne.l-nen14"BdW (Anl•I•,1 Ir,n Advrnnn 6 ldyop-ImJ"II"'r IIIIPAPA, ltl,u„n,ndu, IItil'llyLennllnnm 1111Lymu,udul„ural vup,IIo-,rota wlll "1” - _ o adhered Will,PI-400 a ili and aomwrd to floor]afar, Fill Moor I.be lostolillad aqulpn,enI supplier. 1) Nottio mguvem-e1,me ha,ed an wall shenthln, MOTES over subllnm as per manufacture's Instructions nrilyd 6'Or cr in,rat Ihn pnnnl prlgr II..,If shrnlhiug art eliamork.Gare r wulls nid 3) I)VAC sehi....... ,to pn,RWa wml,Ydern lny.ul d,awn,Il and submit ll to the General nn1lrd R”anream it lhp parol rdBR 1..111-4-11.11110' TI IE6E NOT ES ARE ONLY TORE REFERRED TO IF kIE1J IlONEO IN SCI IEGLCE NUI)EG ONLY, ATurT .,it wR,w.ra In I. have SIO'llh mnldum loG,t g Cumradoi aid owner l-'final review and epp,oval _ _ _ _ chum 0111,11,11111,11.1161,1a,lifrpmr,ts rrn smvdoml cr11age ananvr'hnnaearock,A ore's ick le lamed and oral All oilier pads.!bu0air,g - ELECTRICAL NOTES: men,hem1holl he 6.11111111,.'nllannnd 1,OO11ecmw, 11 for Wall sheathing wrlIlln4 feel of the camera,IheA mot eJ9a zone attachment requlramrnls shall to have regular t/Z'sheetrock.ill walls to be roped and 1n,Ished, arch as sbrar plates,shaft ba used Iu ma ndarn burl path be usrd. 7) All 1--(with a per less[Iran 4'12 shall he,nsolled Will m,Ica 6 water ben rev or 1) Memdilral to be lndelleit,, or N.Y S Resldantd Cn,dmctlon Code 3) pJlren wal1511rnllnaq is rni,linuwsa�rr',none,ha 2) Tr,buhdaJ l2 mrh o n nail a,.,,no asswmes sheatbnIn of tH ted to and R a,plop,nen,lbse will IRPoOd equal Flat roofs shall be applied Willi a F-,beplos base street will,an EPROM n, pru„ GAB 49 Farframing meinbers Will,LL42<Gq the nail spacb,y5 shell be reduced 1.6lnches o c mrch down type melena)over. 2) All ele,rall walk shall be opppved by a quorfied U.dervnimr en,ber,me Idmirled comber of nails shall be Itted to be Ieduled 1.1-164 rell on,feet Idl All ,If plot's and wood lr,Perfect with rnncrrlr mhe pmssurebrmmd,5111 plmtes to J) Inslnll Snrulm dm rleclo "I'd Carbon MonorJJe detectors mu, rohvW as perseclia,R31] 81For ele xrwr panel renins,golvinneJ Lox umils shall Lepenniltdm be subw siterJ 1- r. I., 1-nron nnoils. bra Installed will,a foam all yadda and cap-1-tax kindle shield or approved equal of N Y 5 ReslJer,Ilal Construction Code CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: _ NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS i RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER RAFTER-TO-PLATE RT15 NOTCHED RAFTER O \\ \ _ _ _ (USE WITH SPTN4 CONNECTOR) RAFTER— O �� % �� PLATE-TO-WALL STUD 6PTH4 APPLY TO EACH WALL STUD RIDGE— . 10 \ 2ND. FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD RIDGE HEADER-TO-JACK STUD L6TAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-NEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE MSTA36 OR R516-R WRAP UNDER DOUBLE SILL PLA] E TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAI`t 1'0 RAF"IER STRAPPING I (USE WITH 3' SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER p PROVIDE 1/2" SPACING \ BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS FOR ALLOWING � CONNECT CORNER STUD ANCHOR BOLT CONNECTION FOUNOATIOIJ W"DIA.nNONOa BOLT RAFTER p i < � SILL PLATE TO POUNDnIION SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION TO TRANSFER SHEAR ICIRMLSPACE ORFOCUNDATiONL_ Israar 72"OC TOP PLATE- / p \ •II �0 FASTEN WITH (2) 16d SILL PLAT E TO FOUNDATION 2STORIES 951,Oc TOP PLATE / - 0,1 COMMON NAILS a 6�� O,C, WALL BOTTOM PLATIET FOOUNOATIION \� 1-25T013IES 57"OC SLAB-ON-GRADE WALL STUD O SIDEWALL p �.— USE WITH 3x3 SQUARE WASHERS " 0- ENDWALL WALL STUD IO (USP I-BP555 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERIJATIVEiRAFTER TO WALL STUD CONNECTION SHEAR WALL GOPHER CONNECTION � i 2ND, FLOOR WALL STUD _p KING STUDS— 2ND. FLUOR PLATE_ ,�p \ CRIPPLE STUp -- - -- -- -` -O i _ SUBFLOOR - \ WOOD JOIST .\� \\�., �-� \�/j /J - \ HEADER - --p " RIM BOARD p BLOCKING \ �.� WOOD JOIST -0A\ \ \\ \TNI GIRDER/HEADER--�� " c,� J \\ \� IST. FLOOR TOP PLATES -- -> \ / J/ACK STUDS �y \" WOOD GIRDER-- OJ WOOD JOIST_— I"ISFLOUR WALL STUD -p TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/1-IEApER TYPICAL MULTI-STORY CONNECTIONS 15T. FLOOR WALL STUD p ))) IST. FLOOR PLATE SILL GASKET / r SUBFLOOR .WALL STUD - " - p �� i� WALL STUp _ - TERMITE SHIELD RIM BOARD �i v BOTTOM PLATE �v BOTTOM PLATE—"E�� ,v- - � � BATHTUB � SUB FLOOR — p DBL. SILL PLATES �U \\ DOUBLE SILL PLATE © TO OVERLAP JOIINTS) -" DOUBLE JOIST —Ov�, \� DOUBLE JOIST �'� / - - - - ,A FOUNDATION WALL 0 •A FOUNDATION W1ALL DOURLY JOISt FOR UNDER A B ATHTUB DCUBLE JOIST FOR KION-BEARING WALLS IS"f, FLOOR '10 FOUNDATIONCONNECTIONS SILL PLATES TO FOUNDATION ANCHORIF'�1 - _— - — 30" WIDE EXIST A WALKWAY - 3'-2 3/4" 2'111/4" T-O" 22'-11 1/2" 16'-3 1/2" 4'-3" 3'-6" FRAMIN6 NOTES I. All framing lumber shall be grade stamped DOU6LA5 FIR- Larch structural grade no. 2 or better. 2. All sheathing to be APA rated, exposure I, 5/B" min. thickness. 3. Ali subPloaringto be APA rated, 5TUPD-1-FLOOK exposure I, T < 6 3/4"min. thickness. All eQgos of pywbodto be sot on solid blocking. blue and null all*hasts. _--- - _ _ - _ __- 4. All headers 6'-0" and over shall be supported With double -- -- -- --- uprights, q'-O" and over with triple uprightsAll-headers shall be a min, of 2-2" x 5" or as shown on drawing I I I I 5. Solid blocking shall bs provided for alt Joists and floor too" 1 as per N.Y.S. code or as noted 0 8b" o.c. min. Provlda 2" I I I I 5 ace for air oirculotlon In roof. I I I I 6. oUble framing around all openings ($KYLlGHT5, STAIRS ETC.) I EXISTING PORCH I I or as noted on drawings. NEW BLUE570NE FLOOR I 7. All flush wood connections shall loo fastened with rated I galvanized metal connectors by "TECO" or approved equal. I I 15. All flush wood cannecttons shall be fastened with rated galvanized II II metal connectors by "TECO" or approved equal. I I I q. Nailing schedules shall be as per the N.Y.S.,Building Code as a II minimum. All 2" X 6" studs Mal receive 5-IOD nails at slit and (2) 2" X 6" HDR (2) WDH21056 I I (2) 1 3/4" X 16" MICROLAM W/(1) I" X 15" STEEL FLITCH PLATE hV STAGGERER BOLT PATTERN I I WDH21056 r VH21056 plate. All exterior nails shall be galvanized. AR3t ABOVE AR31 ABOVE AR31 ABO 10. Plywood sheathing to be nailed with 8 D o 4" o.c. exterior (2) 3/ X q I/2" / EXTERIOR I5 �F 13DIN6 DOO (2) 13/4" X q 112" (2) 3/4" X I/2" P II bAll Interior e by Arc h nd exterior finishes, fldahing and waterproofing shall ECLIPSE ARGHITEGTUF2AL Architect. ry P I IEFS a x 12. All roof rafters shall be attached to the plate and stud with iv 'a 4 a q \ g urricane type connectors by "TECO" or approved r p m equal. For timber pile foundations,provide hurricane clips at all perimeter Joists to girder connections. 13. All pre- engineered lumber shall be TRUS .JOIST MACMILLAN series ,MASTER p Wood-I-Beams and LVL products or equal, All Joists, glydors and BEDROOM '� headers shall have bedring stiffeners Installed cps per manufacturers AR.31 u� recommendations. Web stiffeners shall be ragylred at all load and LIVING /DINING'ROOM y. bearliraolnts at a'minimum. A single 1 3/4' LVL rim Joists shall be reguir at floor perimeters. Handling, storage and erecWon of ply - - r `Q , components shall be as per manufacturers recommendations. 7 � 0 14. Provide solid blocking For bearing of all beams and posts. ' TO UNDER- � ;q H Olh K r ww r_ _ `Lyg RESIDENTIAL GENERAL NOTES 1. All Hark shall be as the requirements of 14'-6" w � 17'-6" 7'- 4'-0" ^� I5'-q" r 2 Building Gade. I"dien Wllcling In other'Jyrlstrtcttons, (4) y X 4" (�) 3/4" XII 7/6" MIGROLAM variations r a V is reg Iced, vgrlfy any Voh I a T F m _ _ _ requirements with the local rods. ELECT --------- ------------ ______________333 __ o -____ - __ _ = - --_-_-_-__ __-_- __-- ___---_�,- _. -. 3. These Tans to be used conjunction with the Outline secs ro m PANEL I u_ (4) 2" X 4) Y' X 4" -'" " P G T when provided. - I 0 0 . Assumed Soil Bearing Copocltyr 2 toms/Sq.ft. _ § NA q I 4. Concrete to be plain, unrelnforced, 5000 Ili.- 2^b day test. - 0 46" HIGH iN LIN \ 7- 5. All footings to rest on virggin, undisturbed soil., '� WALL WW GL05Ef a > I. 6. All lumber to bo Hem. Fir Na. 2 1150 P.'S.I.unless noted,on 2-4n OAK TOP { q -I. pion s- 2-41, LQGHIIQb LL DEF GT LIMIT Ist FI 40 LB. 10,LH. LM60 2k70 } ENTRY X I Q 2nd"FI (Sleep Area) 30 LB. " 5 5. L/36o POCKET O ) PROPANE OPEN TO O I m U Attic (Non Storage) 10 LQ. 5 LB. L/360 COOK TOP Q Q ABOVE MASTL32 0 I - A Roof 30 LB, snow 15 LB. L/360 0 MUD RQOM OVEN Z ry Tb }�j I Ceiling boami) may have, to be increased for storage attics and V m UNDER 1 OO 'sI 'n I rafters'increased for higher snow loads. FULL O, , i 8 Electrical work to conform to the National Electric Godo, Now " H6T „iu H I York State Energy Code, dated March, 1441, and any applicable '-2 V2 - 1746" 11`-d 10'-1 1/7, 5'-5 1/2 local codes. V HANDRAIL 4444-- ry WDH2652 ^SHELF - 1 (� 2" X 6' ENP) N \ ( 3/4W0H2431 r WDH2b52 I IO for Double Nag, based an d�yy�2� r code NV, _ _ 1 Provide smoke be(2) a+s an� 11 2. design to*. 120 for halpilted and Min -10' -1 hl BALI-A,5TER5 - unless noted Otherwise. t A" X q ) 3/4 X'q 172" II. Double floor olsks under Ilei partltlgns 1:115 New York %ate Energy _ m 13. Allxposed 9 at of IN Irg cin k Skate mooed is to a Insults Q Godo L'---4444--� I " _ I BW-�_-_____ ked m pe Iq'I 9y arch i. (3) 1 3/4" X q 1/2" HDR f A FaFn 14. All construction Is to be In accordance with prevailing codes - C1,4145 and ds PPORCH HANDRAILS W/ 15, All windows rto be thermal Insulated glass. FLUSH PATI 00 2" X 2" BALLA5TER5 16. The Architect assumes no responsibility for the construction means, e 5" O.G. (Ty P) methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no Harranties, nor any merchantrolllty of fitness, for a specific use expressed of implied In the use of these pkns. 14. Contractor to verifyall dlmenions before starting construction. Da noscale drawings. Follow dimensions only. 3'-2 3/4" 2'-q 1/4" v I6-4 7/16" Il'-O q1101 5'-11 1/2" II'-IO" 6'-5 1/2" 14'-If" 30.41 I 67'-2" r to* � DATE: 0e-5-0 F I R S T 1 L O O R P L /' N * �"Qc M 'ATTEINI RESIDENCE SCALE. I/4" = I'-o" ."� `I`�'�INS REQ` °b-q -as yy'dM A,r R S K 5 G H w A R T z AlA 0 3855 BAY SHORE ROA D .° ao GREENPORT, NEW YORK n ¢ N i A R G H I T E G T. PLLG REV: 06-lb-05 ' - tic • PA. BOX 435 GONSTRUGTION MAY NOT' 5E ALTERED �\ ` r cuTCHOGue, N.Y. 11-155 FROM THiS BUT lld OLUEPRINT WITH `s J1233* t0 6�1 rkf 4ie5 n9 �7 �� UY RRTT HID NOTIF"rINGARGHITEGT r atrNs Il+ IlD J!d �� 1V SHEET 2 OF 7 -- - -- - - ' � - - - - - -- -- -----__. _.'-- - - --- - _. '- - -- -- --- -- - - - ' -. _ _...- - 4444- - - - - 61'-2" 2'-5" BOY., '-41/2' II,_O„ 2'-91/2, 5'-6", 5'-b" 3'-f 1/2" II'-II" II'-II" 3'-I 1/2" r---- ----------------- ------------------ ----� I I ROOF BELOW I I I I I 1 I I I I I I I i I I DECK I I 1 I F -------- ------------1------------ ---------------------- ------------1--- -------- WDH------ ---- WDH210510 -- AN51 210510 "D 1 / 5-6 (2) 2" X 6" BATH 02 i "D s BATH xl Oa D U � p O ---------I . O O p 0 5'-O„ 16,_3„ O ,-0„ O t v.LF. LOFT 1 ;p0 0 1 I x X \ x x ry x x I BEDROOM MI BEDROOM K2 I I ry ry ry FILL DWN STAIR N ry I FURR OUT 14'-b" ? FOR WALL i< 25--21/2' 4=1 I/2" :T I ROOF BELOW I ,p 1Cr---\v 'd X vQv� x FLUSH (2) 1 3J4" X I6" MIGROLAM y ry i I i O IN n Q O OAK RAILINe ANIO BALLA5TER5 0 I Kj 0 15a b" X 6" POSTS (TYP) I N r =v "----- ry ry ------ I L__---__L ------ �-— OPEN TO BELOW p p L--------- � o iv " 6" - 2" X 6" - 16" I6" O.G. O.J.O.C.b.G. G.J. _ - � I y. X 10" - 16" O.G. R fY. 1 - 2" X 10'_- I6" O.G.'R, X X I I 2v iv 1 I I I I 4 I I I 1 WDH244WDH244tO 1 - ---_'--------------------- 4 - -----------------------I r--------------------------- i4 m I I � ----------------- i— ---------- I 1 I I PER50 A. ROOF BELOW I I - - - - - - - - —1-----------------^----J 9'-1 l/16" 20'-119/16" 3'-6" 5--6- 4'-51116" '-6"4'-31116" T-O" 9'-'1 15/16" 30`-1" 4-41/2" 7.-O" 4'si 1/2" 46-v-2" second FLOOR PL A N 5GALE: 1/4" = P-O" - lkeoAghi. GATE : 06-5+03 _ MATTEINI RESIDENCE, y� 0\. DATE : °a-q•05 3855 EAY SHORE 'ROA' D -Mf A'R.K K. `,z� G M JM:A R 7 'Z� I �4 r, - rc NA ARGHIT � T PLL-r, DATE : 06-10.00 GREENPORT; N'EW YORK A(/\�\\ (u�— . . By' r •1t P.C. wx -155 , � Y r OVZHOOM, N.Y. 11950 GON5TRUGTION MAY NOT BE ALTERED , e 601 - 954 - 4185 n FROM THI5 BLUEPRINT WITHOUT ` r J22339 �° NOTI�FYIN5' A'RGHITEG.T , . t or s+ Jl 11 1U \lY 1111 1L 1J 111 SN6T 3 OF 7 Fj fEl ' I J, r._________----- ------- f \ Li L L- - H ---------------------- Is FIN IST FL __-____� „ - - • , ., - EXI5TIN6 VLV.K TO'BEASH E AS T E LEV AT ION PARTIAL EA5T ELEVATION 5G R E E N E D PORCH DETAIL , ______________�_ FIN 2ND FL L low I . . rJ j FIN tST FL ! . ___—____.-_______________ -------- ------------------------ ____ I N E 5 T E L V A T I O N . - y0 •!�\a DATE : OD -5-17, �4r °s.+' MATTEIN'I RESbDENCE REV. OB -�-09 3555 SAY SHORE ROAD MARK K 5GHWARTZ AIA GR,E`6NPORT, K' E'W Y6RK ¢ N REV. OB- lb-05G r A R I 'iP.OEGBOX 9 T. I9LLG MI . DB ' � �'�� ? CUTf.HOB11E, �1•�Y. Id965 � ' _ � - CONSTRUCTION MAY NOT 5E ALTERED \^ q o o'2Ng 68I . IDS _ F � �r t FROM THIS 'BLUEPRINT WITHOUT r�_ �� 4 13A U R ( D NOTIFYING ARCHITECT SHEET a De 4f EXTEW OHI rXI5TINS 5TONE I / / / I EBE3 �. -.___ __ —_____�___________ ______ ____ FIN aND'FL __�_____—____________-..r_—__—__ �_�__ ___—____ "io FIM 7ND FL ._+-___ lJ „®,FM FL IST is�. - .-, �� _ - � __-_-_____ ____ ______ ____ . FIN Iy ST.FL 17 NORTH EL EVA T I ON SOUTH ELEVAT I ON .'pRs Aq - DATE: OD-3-03 - - - s ti NIREv: MATTEINI RESI-PENCE MARK K saHWARTZ AIA ' 3 $ S ,BAY SH R6.:AD CrJ REV: G R-E E'NP © WT, NEW YORK A R G H I T E G PALE .�-16-oS - • _ PO. 90iC 993 CONSTRUCTION MAY NOT DE ALTERED r 4VTOHOOM, H•r. 11455 J22339 ` {�� 651,-'104 - 4105 FROM THIS. DLUEPIE'I1Vt,WftWOUt >�>t'or Hs+� 1J4 JJd � �T �� Qin 1�3 <b�1 NOTIFYING ARGHITEOT ` SHEET 5 DF"'i (2) 1314" X 14"RIDGE 30 YR ASPHALT.5NIN6LE5 CONT RIDGE VENT 500 BUILDING PAPER ROOF DECK 12" PLYHOOP OF / WOO - 2" X 10" - Ib" 0,6. R.R. ' 12 12� 12 � 12 12 (2) 3/4" X 14" RIDGE 80 YR ASPHALT SHINI6LE6 CONT RIDGE VENT �WILDIN6 PAPER 12v 1/2" PLYWOOD ROOF PECK / / Y' X 41" - 16B'OA.'R:R. _ 12 PROVIDE RAFTER TO PLATE ATTIC \\ a TO 5TUD HURRICANE CLIPS / \ \ ToSTUPROVIDE RAFTER E PLATE // / 2" X a" - I6' O.G. G.J. \ \\ i I ATTIC \ 112 o Ib" O.G. (TYP) TO SYUp HURRICANE GRIPS / // \ \ VVV - o Ib" O.G. MYP) SEE DETAILS / FLUSH (2) 13/4" X 16 .�116ROLAM i I 2" X 8" - Ib" O.G. O. , b" FACIA / ♦\\\\ R-30 I L�✓TI¢I� \ \\ 12" SOFFIT CONT SCREENED . CEDAR 0 5" OL.TER-5 V \\ / 2" X 4"-16" O.G. \ \\ VENT TYP AT 2ND FL INT. WALL STUDS WALK IN"GL�SET 5/4" X 4" REMOVABLE CEDAR d) 1 \\\ / / IN 5 bHRM O.G. DEGKIN6 ON EPOM RUBBER ROOF ENTRY BEYOND PORCH BEYOND / // " PLUMBI 6N WALLS OVER I/2" COX PLYWOOD SHEATHING \\ \ ON SLEEPERS C 1 5/4" X 5 1/2" 1 ��/� //110/1, IT% " TJI PRO 514" TA PLY 5VE, FL R-19 IN51)LATIgN\\ \ MIGROLAM J015T5 o 16" 04, X12 ' i \\ / / „ p t rL \\ - 41.�' 12^FACIA W/ 00 T 56 11 T/8" Til PRO 850 hl\ ,ST�X9i —__----_—TTS Mw RIM VENT TYP ISTN FAL Ib" O.G. it 11i\ 9. I i I 11111144/ I r-- I I I/2" GSU YPM WALL BD ON II II II II II�1 I HALL5 a OLS, W/ 3 GOATS I II II 11 II fill CEDAR 5HIN&LE5 OF 5PAGKEL AND 2 COAT5 CEDAR SHIN SLE5 w'. rf ❑D 111 it 1 I I TYVEK HOUSE HRAP OF PAINT TYVEK HOUSE WRAP -- I I I/2" PLYNOOD SHEATHING 20 I/2" PLYWOOO 5HEATHIN6 .ttb a. I Y' X 6" - Ib" O.G. - 2` X b" - I6" O.G. LIVIN6J, DINING ROOM I KI,TCHE[{ I 1 I - ------4 I 1/2" DIA A. BOLT-4' O.G. -- I ALUM TERMITE FLA5HIN6 R-21 INSULATION IL -----1 (2) 2" X b" CONT GGA SILL 3/4" OP FL r..11— ---- I I PLATE AND SILL SEAL 5G R 6 1 SEE DETAIL ---------1T"�"�sI N R-30 INSULATION d1 rJILI �'al iv FILL EXI5TIN6 N Y' SLAB (TYP) i BASEMENT AS 1 4 • y m „ 4 ----- S E G T I ON b' P.C. wALL ON 16" x b" CONT FTS,. W/ 2" X 4" r iKEYWAY W/ (2) R 5 REBAR 0" R mrnitAU 51 E G T 1 O N == I I I ; I I I I rl I C4 I I 30 YR A„SP.HALT3,�1JW4h5PHALT SHINGLES uu 50K OUILDING PSR JUILDIN6 PAPER I I/2" PLYWOOD REYWftgWOD ROOF DECK I 2 X 10" - 16" O.Q10W0" - Ib" D.G. R.R. I I I 12 I i Q6 I EFd26Y LOFT BEDROOM N2 BEDROOM NI I I I I I I I i � STRUCTURE I - BEYOND I KITCHEN I I 1 I ghm I LJ I I Jutnstntuislr J11tf1IL3tftlitir i S = G T I O N I 6ai0 Agcy. DATE : 06-5.05 _ 5 E G T 1 O N IN y - MATTEINI RESIDENCE o• �� MARK K 5CHAARTZ AIAREV: 06-a-05 3855 BAY, SHORE' ROAD 4 TP," a�' . f; aEv: 06-0-05GREEi✓ PO'RT NEW YpRK ' �� Y ~ � I ARC HITECT F'JLG f y ! P.O. BOX 9179 . GON5TRUGTION MAY NOT 55 ALTr-REP $ A 0 GurG - *754, N.Y. Hass y J22339 ,{ 691 ld4 - 61857T rt FROM TH15 BLUEPRINT WITHOU r+or r a+ Ian DIN P�� 11 U IVT t� NOTIFYING ARCHITECT SHEET 5 of — ip/y I n @ORGH I I I I ------------� BEVRoo FkpgpnmIF I LIVING ROOM I Ff i� x F� xxr-woa M1 �•y.•.�.� REMOVE EXIST L-- -----------h �---= -----i r------- - BATHROOM 1 1 I I I I I II KITCHEN 00 0 I ` I a r------- ----� I `-- I EXI5T CELLAR I PIV STAIR a r____1 CLOSE I I I I I L--------J _____ __J L____J I ---------------------'--- ------I GOVEREDPORGH I I I I l----------------------- EX __--_--_—_—,__--_—__--_EX I ST I N G FLOOR PLAN E X I STI No FOUNDATION PLAN r------------------ - I I I I I I r----- --- ---- —L -----'} r--- ----r�----- --_ ----- Ir r HIP TRID(OH --- ----/BRIDGESHW I I _ (2) [ 3/4" X 14" rh) 13/4" XII I I I I _ HIP — I _ HIP L___ ------- _ SHED 7 I I I I I J I I I----- -----I ROOF PLAN ROOF S T R U C T U R E i IkCO Aqc•• DATE : 106-5-05 _ �INSC tir`� _ ,� yk yy, `"o REv: oD-q-os MATTEINI RESIDENCE 9a MARK K rp HNARTZ PIA 3855 J'AY SHORE ROAD a� op ARCHITECT PLLG REV: ID,05 G`REtNP0RT. NEW YORK (\^\\ * Y 1 P.O. BOX 998 \ \ a J. q t " 6051 - ' 4 41 11989 -0 T y GONSTRUGTIQN MAY NOT BE ALTERED �'` o , � � � � P V 11 G1 . . f c223 b81 - 194 - 4185 .L 1 p. - FROM THIS BLUEPRINT WITHOUT ,�r NOTIFYING ARCHITECT �• v T P N � ET 7. o Q 1VT . SHe , F 7 WIND BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r I I � \ j. . I I I,. I • I I I I I I . I x' I � I � I � 1 II II ULTIPL@ SECTION ASSEMBLY: I I I I 1/4'THICK BOLTS @ 2'OC II II I II II I I a;;. II rl. II II I i it N.T.S. FOR PANEL SPANS: 4'OR WIDER SPAN I I I I I I 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I I I I I 2x4 STRONG-BACKS @ 24'OC I I I I ASSEMBLY: 1).PREASSEMBLE PLYWOOD TO 2x4'S:#104'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12'O.C. I I 2).ATTACHING STRUCTURAL PANEL-FASTEN TO BUILDING w/ 1� #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16'O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12'O.C. ROOF 490 ROOF VENT 4 ATTIC RATH 11/4 1 112 1 114 1 112 1 114 1 114 3 SH WER SH WER SECOND FLOOR 1 114f3b3 1 114 C. � C.O. KITCHEN � 3' 1 1144 F.A.I. D.W SIN FIRST FLOOR 2 1 114 J 2 C.OI BASEMEUT 1 114 1 114 4 W.M SIN BASEMENT 1 03 C.O! 112 t 1 112 _ 4•GI. TO APROVED SEPTIC SYSTEM HOUSE x PER FOOT PITCH TO TRAP DRAIN PLUMBING SCHEMATIC N.T.S. FROM►: MarkSChwartz,AIA—Architect PHONE NO. 6317344165 Sep. 16 2003 05:24AM P1 6 gom i Marklf.4hwartz, AIA —Architect, PLLC _ P-O.Rn:933 Phone:(631)734-4165 ,�4.. Gutdwger,New York 114.35 Paz:(611)734-4185 FAX TRANSMITTAL Date: September 16,2003 To: Southold Building Department Atte Damon Rallis Fax number. 765-9502 Phone number: 765-1802 From: Mark Schwartz g• °'" '�+� ,r it �QC�•.�� Re: Mancini House g�.irc�INS s \\ 3855 Bayshore Road Greenport,New York ¢ f (SCI'M#1000ar.'i-06-19) a s Q Pages: 1 (including cover sheet) 3"pj p F r4> Jed 4 Comments: The Matteini property is in the AE 8.0 Flood Zone with existing grade around the perimeter of the house at approximately elevation 6.0. The existing crawl spaces will be filled as necessary to create a new concrete slab at approximately elevation 5.0 (1'-0" below existing grade-maxunum). The new crawl space areas shall have a height from top of slab to bottom of floor joists of about 30". The flow thru vents will be installed to create openings of 1" per square foot of crawl space area,minimum(see !!ans). This work will create a structure that complies with Flood Zone requirements. Please review and call this office if you have questions or require additional information. Matteinil.doc