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HomeMy WebLinkAbout29795-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30505 Date: 10/19/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 50 CRITTEN LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 12 Lot 17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 9, 2003 pursuant to which Building Permit No. 29795-Z dated OCTOBER 8, 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to PAUL & BARBARA NAHAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0224 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 1187301 08/27/04 08/24/04 09/22/04 WM. KNOERNSCHILA .-,I,e ) , /'�/ Auth r'zed A iqnadure 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. 29795 Z Date OCTOBER 8, 2003 Permission is hereby granted to: PAUL NAHAS PO BOX 12007 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES AS APPLIED FOR WITH FLOOD PERMIT at premises located at 50 CRITTEN LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0012 Lot No. 017 pursuant to application dated FEBRUARY 9, 2003 and approved by the Building Inspector to expire on APRIL 8, 2005. Fee $ 1,055.20 Autkiorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is . denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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. /d - New Construction: _ Old or Pre-existing Building: (check one Location of Property: So Cg ! 7TA,✓ s 4.9,vl 5 o �TLU AJ . y 11971 House No./ Street 11 Hamlet //�� Owner or Owners of Property: T 0 C 4,0 3*> AAd1 ,(2 .,4 AZAff-,g S Suffolk County Tax Map No 1000, Section Zp Block / Z Lot 17 Subdivision Filed Map. Lot: Permit No. a 9 7 96' z Date of Permit. ID - g - o ,3 Applicant: 1'(-,4 c+C /lJAhh f I Health Dept. Approval: 9-,Z 7- o y Underwriters Approval: 8- zy- o 5� Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ .2,5, 64f, v7633 QU 2-- 3656 Z(checkone) i plicant Signature Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 o�OSUFFOJ/r G o� y� W ae BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. -; V ?S -Z., Owner: A,(- ¢ 494,944 /lid (Please print) Fax(631)765-9502 Telephone (631) 765-1802 Date: t / 2 :2 n. ;/ Plumber: ',�.� L L 16 ,ti, KN a C /Z /v S C i-'�, c /J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 200 LAWA 300 Not My F%k ftb Of MW York WOW a a Notary Public, County ael-?R5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by THREE "C' ELEC. INC. 21 ZDUNKO LANE RIVERHEAD, NY 11901, Located at 50 CRITTENS LANE SOUTHOLD, NY 11971 Application Number: 1187301 Section: 1000 Block: 70 PAUL NAHAS 50 CRITTENS LANE CUTCHOGUE, NY 11935 Certificate Number: Lot: 12-17 Building Permit: 1187301 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 24thDay of August, 2004. Name OTY Rate Ratin¢ Circuit Type Miscellaneous AIR HANDLE(2) TRANSFORMER /LV LIGHTS GENITRAN SWITCH Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 6 0 Smoke Appliances and Accessories Air Conditioner 1 0 20 Amps Air Conditioner 1 0 30 Amps Bell Transformer 1 0 Clothes Dryer 1 0 30 Amps Cooking Deck 1 0 Gas Dish Washer 1 0 20 Amps Exhaust Fan 2 0 F.H.P. Hydro Massage Tub, Residential 1 0 Oven 1 0 40 Amps seal Furnace 1 0 Oil Continued on Next Page 1 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of THREE "C' ELEC. INC. 21 ZDUNKO LANE RIVERHEAD, NY 11901, Located at 50 CRITTENS LANE SOUTHOLD, NY 11971 Application Number: 1187301 Section: 1000 Block: 70 upon premises owned by PAULNAHAS 50 CRITTENS LANE CUTCHOGUE, NY 11935 Certificate Number: Lot: 12_17 Building Permit: 1187301 BDC: nsl1 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 24thDay of August, 2004. Name QTY Rate Rating Circuit Type Water Heater 1 0 30 Amps Electric Heater Unit 1 0 Motors 1 1/3 Panels 1 200 42 1 100 30 Wiring and Devices Fixture 79 0 Incandescent Lighting track 2 0 Outlet 79 0 Fixture Outlet 200 0 General Purpose Paddle Fan g 0 Dimmers 9 0 600w General Purpose Receptacle 115 0 General Purpose Receptacle 14 0 GFCI Switch 90 0 General Purpose seal Heat, Light, Vent 1 0 Continued on Next Page 2 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by THREE "C' ELEC. INC. 21 ZDUNKO LANE RIVERHEAD, NY 11901, Located at 50 CRITTENS LANE SOUTHOLD, NY 11971 Application Number: 1187301 Section: 1000 Block: 70 Lot PAUL NAHAS 50 CRITTENS LANE CUTCHOGUE, NY 11935 Certificate Number: 12-17 Building Permit: 1187301 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 24thDay of August, 2004. Name QTY Rate Rating Circuit Type Receptacle 2 0 Special Receptacle 1 0 Appliance Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 CB Meters: 1 seal 3 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson May 28, 2003 Mr. Paul Nahas PO Box 1249 CutchogLue, NY 11935 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Re: SCTM#70-12-17 Crittens & Beachwood Lane Southold, NY Dear Mr. Nahas: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held May 21, 2003. RESOLVED, that the Southold Town Board of Trustees Approve an Amendment to Permit #5622 is going to be neutral as far as an affect on the environment to allow for alterations to the plan to conform to the 75 foot setback and to allow for 400 cy. of fill to be brought on site with the modification that the run-off to the west be addressed so that does not impact the neighbor on the west side, stake row of haybales be used on the landward end of the non -disturbance buffer be placed during construction and until a lawn area is established, haybales at the seaward side of the berm area placed until that berm area is vegetated. This is not a determination ;Yom any other agency. If you have any questions, please call our office at 765-1892. Sincerely, Albert J. Krupki, Jr. President, Board of Trustees AJK:cjc x Ro and Of Southold Town Trustees SOUTHOLD. NEW YORK 4 A DATE: PERM)? NO ISSUED TO jI.A' . .AHAS Aut4nriztttiun Pursuant to the pro"isions of Chapter 415 of f6 Laws of the State of New York, 1893 CaPter 404 of the laws of the Stats of New York 1952; e fhe Southold Town Ordinance w titled "REGULATING WATHE T RS AND ING OF PUB � O�� u"'d X105 IN AND ON TOWN REMOVAL OF SAND, GWATER SOR O iERKcadence wFhM LANDS UNDER TOWN Resolution of The Board adopted at a meeting held on 'Sept . �r . ,,0()j, and in consideration of the sum of $ 10A. tri paid by Vho-;le-yard Panninx Eas' on ►.cha.i of PAUL NAHA the N. Y. and subject Of (,arderf C t��. , .rs* side Terms and 6' Terms euthorizes and permits th. foNon9' hereof - ons listed on the rave '4 Southold Town hrtland Permit to construct approx. 3300 -.t. two story - :e farml)� re-aderice - na•.•,)ales daring cunstr:action. aN in accordance with the detailed specifications as presented in the originating app ca+ion. IN WITNESS WHEREOF. The said Board of Trustees hAre- by causes ifs Corporate Seat to be affixed. and these Presents to be subscribed by a maiority of the said Board as of this date. a TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT I IND. CB. I MISC. I Est. Mkt. Value FORMER OWNER N E ACREAGE REMARKS l�1.91 "y nU, /J'A�'A 4K2 U ) S W TYPE OF BUILDING I S. SEAS. VL. t j /I FARM COMM. I IND. CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS koo 113 17 `o ova ,v S 1-9 47 -57/_7 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland B rush land House Plot Total New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, NY 11790-2356 AM - Telephone (631) 444-0365 tome Facsimile (631) 444-0360 March 27, 2003 Mr. Paul Nahas P.O. Box 1249 Cutchogue, NY 11935 RE: 1-4738-03110/00001 Dear Permittee: Erin M. Crotty Commissioner In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Carol A. Farkas Environmental Analyst CAF/Is Enclosure TE DEPARTMENT OF ENVIRONMENTAL CONSERVATION EFFECTIVE DATE OPERMIT March 27, 2003 EXPIRATION DATE(S) Under the Environmental March 27, 2013 Conservation Law P.O. Box 1249, Cutcho ue, NY 11935 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection of Waters ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15, Title 15: Water Supply ❑ Article 15, Title 15: Water Transport ❑ Article 15, Title 15: Long Island Wells ❑ Article 15, Title 27: Wild, Scenic and Recreational Rivers ❑ 6NYCRR 608: Water Quality Certifica- ❑ Article 19: Air Pollution Control ❑ Article 23, Title 27: Mined Land Reclamation ❑ Article 24: Freshwater Wetlands ■ Article 25: Tidal Wetlands ❑ Article 27, Title 7; 6NYCRR 360: Cnl61 Wada Mnn�amnn} ❑ Article 34: Coastal Erosion Management ❑ Article 36: Floodplain Management ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Paul Nahas 631 765-4009 ADDRESS OF PERMITTEE P.O. Box 1249, Cutcho ue, NY 11935 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Nahas property, Crittens & Beachwood Lane, Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling, septic system, driveway, garage and porch. All work must be done in accordance with the attached plan prepared by Joseph A. Ingegno on 3/14/03 and stamped NYSDEC approved on 3/27/03. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR Roger Evans (CAF) AUTHORIZED SIGNATURE ADDRESS 1 lidg. #40, SUNY, Stony Brook, NY 11790-2356 DATE Page 1 of 4 March 27, 2003 95.20-1 (8187)-9d New York State Department of Environmental Conservation Aga NOTICE 'A& v The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number - 6311 01 f - £ , -a Til 101 3 " '-7 Expiration Date NOTE: This notice is NOT a permit New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 444-0365 A& Facsimile (631) 444-0360 March 27, 2003 Mr. Paul Nahas P.O. Box 1249 Cutchogue, NY 1193 5 RE: 1-4738-03110/00001 Dear Permittee: Erin M. Crotty Commissioner In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Carol A. Farkas Environmental Analyst CAF/Is Enclosure 95-20.1 (8/87)-9d New York State Department of Environmental Conservation Am aftwo NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number { 1 ;-� 3 Expiration Date 0 ,��_ NOTE: This notice is NOT a permit - State EaergyCons rvaf",-,-,,Cmmtrnetion Evde REScheckSoftware Version 3.5 Release 1 Dat rftler m --E• • ns.rck TITLE: Nahas Residence .1 7 COFNTT.'S�ffolk STATE: New York 5750 'P -R: Detasl 1 2.Family HEATING TYPE: Non -Electric DATE: 01.0/03 DATE OF PLANS: 9-10-03 RMATION: Nahas Residence C&Umr,Lane Southold NY, 11971 COlb Rff O"TION: Boulevard Planning East, P.C. A,,sl�itects.Iineers 32645 Main Road Eutche WI1935 COMPLIANCE: Passes A4aRMH670 Your Home UA = 409 3i1:9��£-ed (UA) Ceiling 1: Flat Ceiling or Scissor Truss VARU4.Weed e, -W Window 1: Vinyl Frame:Double Pane with Low -E Door 2: Glass Via- Weed-F4mw lra'-'.or- Window -Window 2: Vinyl Frame:Double Pane with Low -E Door -3-.- 61ass Floor 1: All -Wood Joist/Truss:Over Unconditioned Space e-FavA-1 Wall height: 6.0' s' Permit Number Chmft& 3 /Date Gross- Glazing Area or Cavity Cont. or Door #►e IF�lue-setor UA 2029 30.0 0.0 71 W79- 19-0- 9.0- 73 306 0.130 40 20- 6-1.90, 4 120 0.130 16 1.334- L94 0:4 58 303 0.130 39 6f 8-i39\ 8 2029 30.0 0.0 67 1386 40.0- 33 Insulation depth: 6.0' C 1ANCE-STAT T: Consistentmdth the build ng n�aans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New—Yo&State Einem, Consewation ConsUpainn CSP reaulgementc Wben a Registered Desigo Prolesgional bassUwved and signed this page, they are attesting • INS �/� / belief, and professional judgment, such plans or RESd h"Wefim Cheeklist New York State- Energy Consemflon Co ban -Code RES checkSoftware Version 3.5 Release 1 DATE- WB,(Q3 TITLE: Nahas Residence -bldg. Dept. Tse E- F I I �._ C*fings: Eeih4;g-1 tion I Comments: I f Above-r-adeAV: I 1. Wall 1: Wood Frame, 16" o.c:, R-19.0 cavity insulation r Coffnnents-- 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation f Comments— - I r' �dows: }---_-.. � };N4ayl Pana j:n}}t T nw F iT farm 0.130 I For windows without labeled U -factors, describe features: Ll�rn,al BO.k9 �_ 1 Yes r Comments: ` 2. Wixde�sL 2: - 0.130 I For windows without labeled U -factors, describe features: f - #-Fares - p T e- Thermal Elreak r . No Comments: I Iyrs: } . Deem Selid;-U-fastex: 0.190 r eammefftr- 2. Door 2: Glass, U -factor: 0.130 I eorturwnts- - . I 3. Door 3: Glass, U -factor: 0.130 No I -Floors: F } F 1Space,ation Comments: I Crawrgp ails: F} F E Er v 1 te&C-ow-reu Foms, 6.U'IL45X.44l insul I R40.0 assembly R -value f -value. i The R -value must be developed in accordance with accepted engin 'ng practice. F Ee ea ' Applies to walls of unventilated crawl spaces. I )✓xtefieF-i lag" must rcsistant pratedWe omzerj g that I covers the exposed (above -grade) insulation and extends at least 6 in. below gra � I C .a[rY kage: Heating and Cooling Piping Insulation: -pi-AG ° c�Lmmr# hesuloted to the F lowls-m-'Fabled Tabk4 I: - Heafe&Vetff- _ Temperature ( F) Up to 1" Up to 1.25" 140-160 0.5 0.5 in Inches by Pi'be Sizes unouts 1.5" to 2.0" Over 2") 1:5---- - - . 2.0 1.0 1.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes �- izes Piping System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2. ' to 4" BEeadngstems - ---.--LQjLRre tjM/TPmp ratnra ._-- _ ?1111a?.5i1__ _ _L.tL _ 1-5_.:_ 15---- 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 - - Ajly- 1.L1. 1.5.. 2.0 Cooling Systems _billed Watpr, Re igernnt . d!1_55 Qom. Qom- OM 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 • Commonwealth Land Title Insurance Company 177 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 LandAmerica Commonwealth Title No. RH80023438 11101o.: RH80023438 SINGLE AND SEPARATE SEARCH — L qt'^'' Effective Date: 11/14/02 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: DEBORAH DOTY, ESQ. Town of Southold THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 3/1/74 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00). NO policy of insurance is to be issued hereunder. Premises: 50 CRITTENS LANE, SOUTHOLD, NY 11971 District: 1000 Section: 070.00 Block: 12.00 Lot: 017.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company RF rF1VED BY: CATHARINE KING ASST. VP AND SR TITLE OFFICQ Title Number: RH80023438 Dated: 1/2/03 Single and Separate Search TQ20015NY (07/00) I* o.:RH80023438 CHAIN OF TITLE FOR SUBJECT PREMISES: Being Lot No. 20 on "Map of Southwood" filed 11/24/53 as Map No. 2141: District: 1000 Section: 070.00 Block: 12.00 Lot: 017.000 WILLIAM KELYNACK to JOSEPH A. KRUPSKI JOSEPH A. KRUPSKI to JOSEPH A. KRUPSKI, JR. JOSEPH A. KRUPSKI, JR. to ROSE BERRYMAN ROSE BERRYMAN to JOHN H. TOTTER AND MURIEL G. TOTTER, HIS WIFE Dated: 8/22/59 Rec'd: 5/29/61 Liber: 4993 page: 31 Dated: 4/1/63 Rec'd: 9/25/64 Liber: 5621 page 401 Dated: 11/13/70 Rec'd: 12/2/70 Liber: 6848 page 477 Dated: 1/15/74 Rec'd: 1/17/74 Liber: 7571 page 573 Last Record Owner Commonwealth Land Title Insurance Company Subscribed and Sworn to this _2nd day of _January BY: G _2003 CATHARINE KING ASST. VP AND SR TITLE OFFI Notary Public Single and Separate Search Notary Public, State of N Vw York Qualified in Suffolk County No. 01-GA4834048� Commission Expires 0d. 31, . Foo.: RH80023438 CHAIN OF TITLE FOR PREMISES ADJACENT NORTHEAST: Being Lot No. 20 on "Map of Southwood" filed 11/24/53 as Map No. 2141 District: 1000 Section: 070.00 Block: 12.00 Lot: 029.000 Southold Development Corporation Deed to Dated: 10/20/53 Stephen H. Simmons and Violet A. Simmons, his wife Recd: 10/20/58 Liber: 4535 page 491 LAST RECORD OWNERS Commonwealth Land Title Insurance Company X--),JAO—sV BY: CATHARINE KING ASST. VP AND SR TITLE OFFI CQ Single and Separate Search Subscribed and Sworn to this _2nd day of _January _2003 Notary Public "P"- V. -C-"- ppt obkS1al OMMYork WUN in Suffolk County No. 01-GM834048 �W_S— Commission Expims Oct. 31,_.._.__ • CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST District: 1000 Section: 070.00 Block: 12.00 Lot: 029.000 "BEACHWOOD LANE" Commonwealth Land Title Insurance Company BY: CATHARINE KING ASST. VP AND SR TITLE OFFICER Single and Separate Search 6o.: RH80023438 Subscribed and Sworn to this _2nd day of _January _2003 No.01-GA483 m , Commission Expires 0131,=��V • CHAIN OF TITLE FOR ADJACENT PREMISES SOUTHWEST: District: 1000 Section: 070.00 Block: 12.00 Lot: 029.000 "CRITTEN'S LANE" Commonwealth Land Title Insurance Company BY� CATHARINE KING ASST. VP AND SR TITLE OFFIC 4) Single and Separate Search is No.: RH80023438 Subscribed and Sworn to this _2nd day of _January Commission Expires Oct. 31. 0 ao.: RH80023438 CHAIN OF TITLE FOR ADJACENT PREMISES NORTHWEST: District: 1000 Section: 070.00 Block: 12.00 Lot: 016.000 Being Lot No. 21 on "Map of Southwood" filed 11/24/53 as Map No. 2141 John H. Shaw and Matilda R. Shaw, his wife Deed to Dated: 3/1/74 Vera Zaveski Rec'd: 3/6/74 Liber: 7599 page 461 Last Record Owners Commonwealth Land Title Insurance Company BY: 0'. , CATHARINE KING ASST. VP AND SR TITLE OFFIC Single and Separate Search Subscribed and Sworn to this _2nd day of _January _2003 Notary Public � �Ilfin 515 i olk NCounty No.01-GA1834046 c— Commisslon Expl 0101 31 ow%J NEW YORK STATE CODE COMPLIANCE CHECKLIST x CLIMATIC/GEOGRAPHIQ'DESIGN CRITERIA: ` // V Ground Snow Load: 45 Wind Speed: 120MPH Seismic Desi Category: B Weathering: Severe rost Depth: 36" Termit . -H Decay: S - Design Temp: 11 Ice Shield Underlay: YE Flood Hazards: P Y USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: FULL FRAMING DESIGN HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS& LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST UIREME S: EGRES4 S 5.7 .: Y/N LIGHT 80 /N VENT 40 N NAILING/CO RUCTION SCHEDULI�&/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAG . /N LOCATION OF FIRE PROTE TION EQUIPME . /N TRUSS DESIGN: Y ,, I CERTIFICATION: ENERGY CALCS:3IN TOTAL'COMPLIENCE? Y/N (RETURN TO PAGE ONE) W : Y/N AS: Y/N RAFTERS: Y/N APPLICANT: DATE REVIEWED: 10 /Q/03 DATE SUBMITTED: q_Qg_/03 SCTM# DISTRICT: 1,000, SECTION:'_, BLOCK: a , LOT: 1-4_ SUBDIVISION: �, ADDRESS: ('1� , CITY: ZONING DISTRICT: — CONFORMING? No BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z / C/0 Z- , INFO / BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO ..¢SBP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION- UIRED L(es— NOTES: OMka LATS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. M (A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE:o1a`iR REQ. LOT COV. 020 ACT. LOT COV. 17 REQ. FRONT -{o PROP. FRONT ./ REQ SIDE ,j�/3r ACT. SIDE REQ. REAR Th PROP. REAR— REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: IJ.R w S •7.1 . ESTIMATED PROJECT COST j,2WK- , $/ENGINEER: WATER FRONT? DESCRIPTION: ( PANEL # 1 bG FLOOD ZONE: �) APPROVALS REOUIRED Pio-02-02z SUFFOLK COUNTY HEALTH DEP ES o NO, (BED ft y DTE: ft_/ Y/ 3 PERMIT #: TOWN SEPTIC RECEIPTCyr N NEW YORK STATE DEC: PRE -DEC 9/1/7 E)or NO DTE: 3 /c2-?/ 0-3 PERMIT #: t-`t73�•D�tta SOUTHOLD TOWN TRUSTEES: or NO DTE: S /ZSs /03 PERMIT #: SCZZ TOWN ZONING BOARD APPROVAL: YES or(W DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES o DTE__I I PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES olo NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)t-fES q% NO NOTES: -* FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF IlVIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (3`53 SF)- (�F�SF)- �� SF X $ �v =$�+$ ��U +$ _ $ �5 Zo c>02. ( SF)- A SF)= SFX $ =$ +$ +$ f_ �'' $ (Da 3.( SF)- (SF)=. SFX $ =$ ?-0 FINAL TOTAL: $ Lb ---E5 M-1802 BUILDING DEPT. .INSPECTION [ FOUNDATION IST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] INSULATION [ ] FINAL M-1802 BUILDING DEPT. INSPECTION [ ] FO ON iST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE 1 NSPECTOR l T65-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE REMARKS: DATE NEY INS [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL /)' ! 7c 765-1802 BUILDING DEPT. INSPEC ION [ ] FOUN[)ATION 1ST [ ]ROUGH PLBG. [ ] FOVNDJkTION 2ND [ ]INSULATION [ ],FFp MING [ ] FINAL CHIMNEY [ ] FIRE SAFETY INSPECTION 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST[ ] RO PLBG. [ ]FOUNDATION 2ND [ SOLATION [ ] FRAMING [ ] FINAL [ ] FlREP CE &IMNEY [ ]FIRE SAFETY INSPECTION REMARIG DATE 1 x979.% 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] ROUGH PLBG. [ ]INS ATION FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE ` � � INSPECTOR a9 79s� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] ROUGH PLBG. [ ]INS ATION [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION L DATE D D O INSPECTOR 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ✓4 c *., % 4,4 ,j 15 b. Intended use and occupancy C 3. Nature of work (check which applicable): New Buildin 4Z Addition Repair Removal Demolition Other Work 4. Estimated Cost g a a,DOD Fee 5. Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units_ Number of dwelling units on each floor. If garage, number of cars 2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A/ //7 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front 7 Rear -74 Depth 4,Z-. r. Height Number of Stories 0 A,&Nh o.va hkCf (t A) 9. Size of lot: Front L 4 O Rear 3 D Depth 13- 5- 10. - 10. Date of Purchase TipAg. / . / q 7Y Name of Former Owner IQc $a BERRv W AA/ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of lAq;e cT ;: = AA � e 04� dress A . iS, K /2V?, ��re4- PKone No. (61P 765"-Yoo 9 �tusar of rr------mss P/►u�- a /7iQl�6Aie.� Name of Architect Oaa4Efi � ���sNN E�sTAddress 326ys �I��,�RO.Cu? Phone No (4 51 7, o Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES "' NO * 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 5 .41.48 ) 10A"(– AIA IYA S being duly sworn, deposes and says that Nhe is the applicant (Name of individual signing contract) above named, (S)He is the _ C-6wrAel-e7 tlg" tE (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tbefore me t day of — 2001 � n i I Notary Public BONNIE J. DOROM Notary Public, Stalls Of NewVA No. O1D06095328, Term Expires A I.= .t Signature of -A' p icant .OWN OF SOUTHOLD BUII.a,1DING•DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined ' 20_3 Approved O , 20_-73 Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST 2C(g5-Z--- Do you have or need the following, befc- e applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic Form. N.Y.S.D.E.C. Trustees Contact: Mail to: ' Phone: �s Baa y CATION FOR BUILDING PERMIT INSTRUCTIONS n>i Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot,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 1n part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. uC ffffS (Signature of applicpf or name, if a corporation) �a. �oX /.Zy C�Tc o4�.c , N•Y llp3s (Mailing address of plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder goi 41 C o ,, u 7-a /F c T Vezy I EC , Name of owner of premises fo ky A X"A TA4 T W Fd (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: A i Nkzu S AAi� 6ei c/i u, co to 4A,yF Sou 4• C b House Number Street Hamlet County Tax Map No. 1000 Section 70 Block /Z Lot Subdivision SeuT.�.w o v d Filed Map No. .1 / Y/ tltn ►t3 t0 4"o (Name) 4 41 NOM: 1. ELEVATIONS ARE REFEREKED TO N.G.V.O. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: _,_ EXISTING CONTOUR LINES ARE SHOWN THUS: PROPOSED CONTOUR LINES ARE SHOWN THUS: - ------- 2. SEPTIC SYSTEM STRUCTURES SHOWN THUS: CESSPOOL,,,,.,,,,-, �?\ PROPOSED EXPANSION POOL 1 1 PROPOSED LEACHING POOL ' 0 PROPOSED SEPTIC TANK 3. PROPOSED DRYWELLS FOR ROOF RUNOFF SHOWN THUS:0 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO166 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X4: AREAS OF 500 -YEAR FLOOD; AREAS OF 100-YEM FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100-YEA9 FLOOD. S. APPROXIMATELY 650 cu. yds. OF CLEAN FILL FROM AN UPLAND SOURCE SHALL BE NEEDED. 7. BUILDING LOT COVERAGE IS 16.4X OF TOTAL LOT AREA. � WELL W ECT T N 0 Oma, 00. v TEST HOLE DATA (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON AUGUST 29, 2002) EL 5.9' �ESS:'OOL A p a0. Fox (516)727-1727 I 0 1380 ROANOKE AVENUE rk O G 00,, F� o�F !o RNERHEAD. New York 11901 Riverheod, New York 11901-0965 A LOT 20 o h -: rya.100. Goo, e ._* p- 0 \e TEST HOLE DATA (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON AUGUST 29, 2002) EL 5.9' SURVEY OF LOT 20 MAP OF SOUTHWOOD / OA A�pRCE• H 8 OYER IN REVIEW DETERIMINAT101� DAME w doomn 40111011110 001D - t�. 4'62.7' If1 t I COUNTY DEPARTMENT OF HEALTH SERVICES DWELLING PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY (?ATE�I �3 H.S. F• P" `z a 3- -Q �Z I ':�•. r.r•:TrA!6!�fIF BEDROOMS -110111" ;.)RTF OF APPROVAL .. _ __. _ - . E • - MrlrrrrNrRlrl ELL BEACHW OD WWELL ibe],� _ 1 v wELL� DWEWNG � I � i / I\ \ CESSPOOL--- , _ `L LANE 1 ~—CESSPOOL 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 pr AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3�. A TOP THICKNESS OF S_ AND A BOTTOM THICKNESS OF 4' ALL WALLS, BOTTOM AND TOP SHALL CONTAIN RE)WORCING TO RESIST AN APPLIED FORCE OF 300 p•r 4. ALL JONTS 91411 BE SEALED SO THAT THE TANG IS WATERTIGHT. 5. THE SEPfK TANK SHALL BE 14STALLED AT LEVEL N ALL DIRECTIONS (WITH A MAX. TOLfRAN OF 31/4) ON A MINAUM 3' THICK BED OF COMPACTED SKID OR PEA GRAVEL 6. A 10' mIn. DISTANCE BETWEEN SEPTIC TAN( AND HOUSE SHALL BE M QNTANED. CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY PAUL R. NAHAS BARBARA A. NAHAS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY Is A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPES OF THIS SURVEY MAP NOT BEARING THE LAID SURVEYOR'S INKED SEAL OR E] SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRITE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNME NTAL.GENCY AND LENDING INSRTUIION LISTEII HEREON. AND TO THE ASSM.NEES OF THE LENDING WM- TUTION. CER EFrAT10NS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 3 .0 R SIDEYMLL AREA 5 POOLS; 2' D[EP, 8' dia 2. LEACHING POOLS ARE TO BE 0ONSMUCT0 OF PRECAST RDNFORCED CONCRETE (OR EQUAL) L.EACHM STRUCTURES. SOLD DOMES AID/OR SLABS. 3, ALL COVERS SHALL BE OF PRECAST RDIPORCED CONCRETE (OR EQUAL). 4. A 10' min. DISTANCE BETWEEN LEACHING POOIS ANO WAIiR UNE SKILL BE MNRABFD, 5. AN 8' m DISTANCE BETWEEN ALL LFACHNG POOLS AND SEPIX TAN( SKILL BE MAINTAINED. Joseph A.Ingegno Land Surveyor Title Surveys — Subdivisions — �ESS:'OOL PHONE (631)727-2090 Fox (516)727-1727 I 0 1380 ROANOKE AVENUE rk O G 00,, F� o�F !o RNERHEAD. New York 11901 Riverheod, New York 11901-0965 A LOT 20 Goo, p- 0 \e SURVEY OF LOT 20 MAP OF SOUTHWOOD / OA A�pRCE• H 8 OYER IN REVIEW DETERIMINAT101� DAME w doomn 40111011110 001D - t�. 4'62.7' If1 t I COUNTY DEPARTMENT OF HEALTH SERVICES DWELLING PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY (?ATE�I �3 H.S. F• P" `z a 3- -Q �Z I ':�•. r.r•:TrA!6!�fIF BEDROOMS -110111" ;.)RTF OF APPROVAL .. _ __. _ - . E • - MrlrrrrNrRlrl ELL BEACHW OD WWELL ibe],� _ 1 v wELL� DWEWNG � I � i / I\ \ CESSPOOL--- , _ `L LANE 1 ~—CESSPOOL 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 pr AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3�. A TOP THICKNESS OF S_ AND A BOTTOM THICKNESS OF 4' ALL WALLS, BOTTOM AND TOP SHALL CONTAIN RE)WORCING TO RESIST AN APPLIED FORCE OF 300 p•r 4. ALL JONTS 91411 BE SEALED SO THAT THE TANG IS WATERTIGHT. 5. THE SEPfK TANK SHALL BE 14STALLED AT LEVEL N ALL DIRECTIONS (WITH A MAX. TOLfRAN OF 31/4) ON A MINAUM 3' THICK BED OF COMPACTED SKID OR PEA GRAVEL 6. A 10' mIn. DISTANCE BETWEEN SEPTIC TAN( AND HOUSE SHALL BE M QNTANED. CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY PAUL R. NAHAS BARBARA A. NAHAS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY Is A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPES OF THIS SURVEY MAP NOT BEARING THE LAID SURVEYOR'S INKED SEAL OR E] SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRITE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNME NTAL.GENCY AND LENDING INSRTUIION LISTEII HEREON. AND TO THE ASSM.NEES OF THE LENDING WM- TUTION. CER EFrAT10NS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 3 .0 R SIDEYMLL AREA 5 POOLS; 2' D[EP, 8' dia 2. LEACHING POOLS ARE TO BE 0ONSMUCT0 OF PRECAST RDNFORCED CONCRETE (OR EQUAL) L.EACHM STRUCTURES. SOLD DOMES AID/OR SLABS. 3, ALL COVERS SHALL BE OF PRECAST RDIPORCED CONCRETE (OR EQUAL). 4. A 10' min. DISTANCE BETWEEN LEACHING POOIS ANO WAIiR UNE SKILL BE MNRABFD, 5. AN 8' m DISTANCE BETWEEN ALL LFACHNG POOLS AND SEPIX TAN( SKILL BE MAINTAINED. Joseph A.Ingegno Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction LQyOut PHONE (631)727-2090 Fox (516)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1380 ROANOKE AVENUE P.O. Box 1931 RNERHEAD. New York 11901 Riverheod, New York 11901-0965 SURVEY OF LOT 20 MAP OF SOUTHWOOD FILE No. 2141 FILED NOVEMBER 24, 1953 SITUATED AT PINE NECK TOWN OF SOUTHOLD . Ate'` SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-12-17 0'r. SCALE 1"=40' 9 �NOVEMBER 18, 1997 h � �y OCTOBER 23 2002 UPDATE SURVEY \h� .�" O,, qle'�' DECEMBER 30, 2062 REVISED PROPOSED HOUSE ;�, �-JANUARY 2, 2003 REVISED PROPOSED GRADES O / O' 0 . JANUARY 16, 2003 REVISED BUFFER SETBACK MARCH 14, 2003 REVISED PROPOSED HOUSE LOCATION �� �� �� J'r�•i- MARCH 26, 2003 REVISED PROPOSED 1st. FL. & GAR. FL. EL. APRIL 15, 2003 REVISED FILL NOTE \ OHO %/ / ot I DECEMBER 5. 2003 FOUNDATION LOCATION AREA = 23,060.35 sq. ft. 0.529 ac. LOT20 Ae -`lb 01 / o o O �6 2:: �oJ`'" off° / :. : CERTIFIED TO: Jam: f-` :::- COMMPAUL RNWNA LTH LAND TITLE INSURANCE COMPANY _ 2 iY• a - BARBARA A. NAHAS NOTES, AL AL �Q1. ELEVATIONS ARE REFERENCED TO HAMA 1929 DATUM -::-.. --: -� � EXISTING ELEVATIONS ARE SHOWN THUS: 5� :1:•: - - UNES ARE I.' 1 6� \ 1 : -- = - :_ I 5 J��� E(CONTO OUR UNE RARE AS PRIOR OT CONSTRucTION) - s / j::..... I ,IYLrij�'7 4 i`fir t , • - BLDG. DG 1 T WN FS LTHOLE y` LAND ADOPTED BY6 LAN �'� - - - -- -- p� E � � ,. � CH �. AWO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 6 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPES OF THIS SURVEY MIP NOT BEARING THE LAD SURVEVOWS NQED SEAL OR E1A1lOS� SEAL 9VU NOT K CONSIDERED TO BE A V" TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 6 PREPARED, AND ON HIS IIIE1MLF TO 7HE TIRE COMPANY, GOVERMiIfEAL ADDN'Y AND LQDID PwmunON USIED HEREON, AND TO THE /AMI EES OF THE L£IDID wn- TURON. CERIIFHCATIONS ARE NNOr TRANSFER44111 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASE19](ES OF RECORD. IF ANY. Nor SHOWN ARE NOT GUARANTEED. OM -41 Ul SURVEY OF LOT 20 MAP OF SOUTHWOOD FILE No. 2141 FILED NOVEMBER 24, 1953 OF APPROVED IN ACCORDANCE WITH BA D SITUATED AT REVIEW DETERMINATIOil DATED 9 03 PINE NECK ��' TOWN OF SOUTHOLD w- • SUFFOLK COUNTY, NEW YORK S.C. TAX Na. 1000-70-12-17 `r SCALE 1"=40' mob• /�' R,�, �• '�'4- NOVEMBER 18, 1997 yg9 15 OJ. o �-6 OCTOBER 23 2002 UPDATE SURVEY DECEMBER 30, A2 REVISED PROPOSED HOUSE CZ 00. .4 JANUARY 2. 2003 REVISED PROPOSED GRADES JANUARY 16 2003 REVISED BUFFER SETBACK MARCH 14 2003 REVISED PROPOSED HOUSE LOCATION \ 2, ° �',�� j MARCH 26, M03 REVISED PROPOSED 1 st. FL. & GAR. FL. EL. APRIL 15, 2003 REVISED FILL NOTE DECEMBER 5, 2003 FOUNDATION LOCATION JULY 8, 2004 FINAL SURVEY AREA = 23,060.35 sq. ft. 0.529 / o 000. ac. 1%p v;, a e e. j LOT 20 064' CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY • .► / Vis:::.. :.: . :. `:::: :. AL PAUL R. NAHAS ;. - .� BARBARA A. NAHAS- :..:. AL . gj• I :. .: - AL iforgs I "r, 1. ELEVAl10M5 ARE MEF7:11E1IO® TO w.cv.u. 1las DATM ' Iz' M FRAft FF a o M+atawiZOW r �awn°"M� �w Me. 36103COM o C •• I ..T Cf I I 1' 4pi� naE MASE Raao olwmNs oe�es.Eo Fs {r m1E x*: ails of 500--r©w ROM WM OF 100-WM Rano will NAME OfPIH OF Los -nm I RtOr 9R UM oM/MOE AREJ6 LESS WMN C. PINOIECIED BY LEMM FROM 100-VIM! FLOW.•"�.- r t. q i -., 4 SoFFOLK COUNTY DEPARTMENT OF HEALTH SERV'= .. j ':: �" ; •; . ...; AppROVAL OF CONSTRY FOR �.oa RESIDENCE A SING FAMILY .O� 4 R ,f' .}. 4 0w*AUG 2 7 2004 H.S. Rei. too. o PAEPAIMD M AE Mww 1 AOOP'N "1O1 urF LAID • v., ' . '�.- . > � Qispnial and star supply faalid" at this looalion We been buR� O0� - . 's2::s r.. , ''' �'' ~ s o�� *Wedel andlor ee�rtiAed b� this OsPatbneM a B°9OrEDR00M att4 �. C� ... [rM seemb,etay FOR A Ir, M OF BEACHWOOD LANE k 02. Walter J..Hibert,PE. . OwmeY/wastewater Mumain" a •r.., .•. d�� y` • '«yi . S. LIC. No. 49M LAMUMOf@a AL110WOMIM ON AOD" M 1O 114 SIMYlY B A MOLN00M OF �f.'ib11 7SOS Oi 11E LEN YdMC STALE euu�{aoM�I1M1 t/N. 049 S 1)F AMS IMP Wr WARM OR ° ��I� '� K I L Surveyor 9E AA�MIn OOc"mpPI. {l0 MAMIE EY 6 Yqi 1r1 R 7R AE TO as a 1 AMim TMM Argya — Srb� — 91t Flow — CarYucOort Lglt WOOL Alt '�1� �MtE ?ME (631)727-1000 Fox (516)727-1727 THE SXM30M OF 10W OF WAYS OFFM wc470 AT AORM AaaMS FIGAMOKE ANI: NeT A Q{S19AN1SlD 3Z2 A RIAN P.O. em 1931 MOWN, Nw Yak t19o1 160AroA Nm Yak 11901-•0965 OM -41 Ul 0 N O N w 73'-9" FOUNDATION PLAN SCALE 1/4" = 1'-0" _ WALL TO BE REMOVED WALLTO BE REMAIN NEW WALL CONSTRUCTION 0 DOUBLE 5'- "HIGH x. DOOK5 TO CT AS FL GATE5 AS P R FEMA I ro TERMITE 511IELD 0 SILL SEALER *_FINISHED FLR_ ELEV +O'-0" " WIDE ACCE55 011 D AS WM DATE-!(('/�� B.P. • 29 20 FEE- NOTIFY EE: NOTIFY BUILDING DEPANNOW AT 765-1002 SAM TO 4 FM FOR TW ) COMPLY WITH ALL CODES OF Aims w YORK STATE 1 TOWN CODES REQUIRED AND CONDITIONS OF 11 IL KI TYPICAL DECK COLUMN DETAIL SCALE 3/4" - 1'-0" OCCUPA 'R USE IS UNLA'� , ^ .J� WITHOUT CERTIFICATE OF OCCUPANCY NEW 112" PLYWOOD SHEATHING (2) 2x6 40 PRESSURE TRTD. WD SILL PLATE ANCHORED TO CONC FNDN WALL W/ I/2" DIA. A B. @ 6-0" O C MIN 12" EMBEDMENT (NOT MORE THAN 12" EA. WAY FROM CORNERS) 41P CONC. 5LAB W/ GxGx 10/10 W.W.M. OVER G MIL. POLYETHYLENE VAPOR BARRIER G" WELL COMP. GRAVEL(///'�( FILL am� �" "> COMPLY �e� b`O M_PT AQEP EA ' REVOMM SOLO TOWN COAE. DNC FNDN. WALL OVER 1'-4" CONT. CONC FFG PLUMBING WKUMI WI AIL LOU WaD TEnNp NEFORE COVERIIq TYPICAL GAI',AGE SLAB DETAIL LI-1SCALE 3/4" = 1'-0" 1/2" COX PLYWD. SHEATHINJG 2X6 PLATE CONT, ALUM. TERMITE SHIELD - EB FLR_ CONT. SILL SEAL _ ELEV. 0'-0" C2) N5 REBAR ® TOP OF _ FOUNDATION WALL CONT, FINISHED GRADE - BITUMINOUS DAMPROOFING BACKFILL - "RICH) INSULATION APPLIED - TO CONCRETE FOUNDATION WALL (2) R5 REBAR CONT. IN ACL P.C. FTGS. TYP, 2X6 WALL STUD ® 16" O.C. 3 1/2" R-13 BATT INSULATION 1/2" GYP. BD. 3 COAT TAPE AND SPACKLE 3/4" T & G PLYWOOD FLOOR 2X10 FLOOR JOISTS R-19 FIBERGLASS BATT INSULATION I• 2 X 10 RIM JOIST h (3) 2 X 6 CCA SILL PLATE Ib p, 1/2" ANCHOR BOLTS 8'-0" O.C. MIN 1'-0" FROM J CORNERS EACH WAY 4' P.C. SLAB OVER 6 MIL POLYETHYLENE VAPOR BARRIER :YyKT, tr 6 X 16 CONT. P.C. FTG. 6" WELL COMP, POUROUS FILL It TYPICAL CRAWL SPACE DETAIL ll SCALE 1/2" = 1'-0" PROPOSED NEW NAHAS RESIDENCE C/0 CRITTENS LANE & BEACHWOOD ROAD SOUTHOLD, N.Y. S.C.T.M. # 1000-70-12-17 REVISIONS DATE; AS PER SOUTHOLD 10-06-03 TOWN BUILDING DEPT. CERTIFICATION OF NAILING i CONNECTIONS REQUIRED. mm H � • rt 1 t t' Im u PLUIISIER CERTROATION awswCOMEAI a"RE CERM1C4TEOFOGa#%NV BOLDER USED WWATER SUPPLYSYSTE !CAIINOT EXCEED 00 OF T%LEAD. BOULEVARD 2-0" ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvdplan.com MEET PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST P.C. INFRINGEMENTS Mn BE PROSECUTED. 6-5" 2'-4" DATE: 9-15-03 e sri�'�iTb` I' -O" 1 1'-0" 1 1'- " I5'-5" W50NRYMNING CHKD: J.S. 021 OP I'-0 DIA x 3'-0" DEPTH P.C. FOOTING (IYP OF ALL) LINE OF DECK A OVE L _ — — — — — — (2)2x10 CCA GIRDER (2)2x10 CCA GIRDER (2)2x10 CCA GIRDER m 1 – — — — — — — ou ou - • MECHANICAL R OM 5LAB URE uG 1 5L D ELEV + 0 FT. '� 10 CCA LEDGER BOLTED TO FOUNDATION2rIDLCAIfGENE0.IIJi0f1711N'JA!1011 — -- — v - ••� • L J ° 2nI0 CCA (EDGER 00LTEDTD F0UIJ0ATI0N ______ o L iN N 10 DO [EDGER BOLTED TO FOUNDATION t L L 0 ^' © — — — — — J — — — - -° — - - +• + _ — — — — — - — a "• �' _' J (3)1314' X 9112' MICRO -NM GIRDER Lto --------- — ---1 ° F----- _ _ — — — — — — — — — — 5 7 --- ---� DROP FOUNDATION DR P FOUNDA11ON ' FOR DOOR OPENING FOR DOOR OPE 1ING 13•_2„ 34' 7'-4"- MA50NRY IL U IL OPENING 62x] 6 O C J' 4 O L •^ 3 1/2" 5TD WT. STEEL -1 PIPE COL TO RE5T ON R DROP FOUNDATION I 2'-O"x2'-O"x 1'-0" P.C. A FOR GARAGE DOOR OPENING FOOTING (TYR.) n 3-4" S'-10" H'-0" 2'- ' G -G" 7'-3" m 15.-0" I 11311)�'X9!12UdN@IIER1 r -� _--1 r_--1-AN CJ13)4'X9I1ZMOROIAMGIRDERI_ _ I 113)134'X9112"MICRO LMGIRBER I _I _ __J L__J L__J STI 3 112" 5TD. WT. STEEL I .i uP GENERAL coNrRaaoR PIPE COL. TO RE5T ON TO FIELD VERIFY LOCATION or- 2'-0"x2-O"x 1'-0" P.C. +' COLUMN TO COORINATE o WI COL ABOVE FOOTING (GYP.) 1 `-' I O F` J. 2x O F J 3 @ 16@ 6"OCA S GARAGE SLAB CRAWL SPACE N I I O o O SLAB ELEV : 18 0 FT. SLAB ELEV.: +6 PF N2L N@1 — m _I cr IJP Idp 314"X9112AGRO-Nh1lGIRDER (3)1314"X9112'MICRO- GIRDER (3)1314'%9112'MILROIAM GIRD ' DROP FOUNDATION L L� — L FOR GARAGE DOOR OPENING 3 1/2"5TD WT. 5TEEL C - T PIPE COL. TO Wf5T ON 2'-0"x2'-O"x I'-09" P.C. 5 • C SOOTING (IYP )) u L Ro b o a I 06 g LIT I X til • zx1 o .J •, @ 1Of m 1 I< $u — — —°—_— — — — — — FLOWTHROUGH m ° VENT AS PER ° _ _ _ _• _ 2x O CCA LEDGER BOLTED TO FOUNDATION 4 FEMA REQUIREMENT m o I�x8 CCA DJ�CCA L - — — _ — — — — — — — — — — — — — — — @ 16"OC • 2x 10 CCA LEDGER BOLTED TO FOUNDATION 0 2x 10 CCA LEDGER BOLTED TO FOUNDATION LI © o u u C © I_ 0 ao �u 1'- 0' CIA x FOOTING (TyrDEPTH— P C FOOTING QYP OF ALL) U- — _ - (2)2x 10 CCA GIRDER _ (2)2x10 CCA GIRDER (2)2x 10 CCA GIRDER -N�--__________ LINE OF DECK ABOVE 20'C" 4'-11" 14'-8" 5'-9" 7'-G" 5'-9" 14'-8" 24'_6" G'-0" 171 6'-O" _._ 731.9. FOUNDATION PLAN SCALE 1/4" = 1'-0" _ WALL TO BE REMOVED WALLTO BE REMAIN NEW WALL CONSTRUCTION 0 DOUBLE 5'- "HIGH x. DOOK5 TO CT AS FL GATE5 AS P R FEMA I ro TERMITE 511IELD 0 SILL SEALER *_FINISHED FLR_ ELEV +O'-0" " WIDE ACCE55 011 D AS WM DATE-!(('/�� B.P. • 29 20 FEE- NOTIFY EE: NOTIFY BUILDING DEPANNOW AT 765-1002 SAM TO 4 FM FOR TW ) COMPLY WITH ALL CODES OF Aims w YORK STATE 1 TOWN CODES REQUIRED AND CONDITIONS OF 11 IL KI TYPICAL DECK COLUMN DETAIL SCALE 3/4" - 1'-0" OCCUPA 'R USE IS UNLA'� , ^ .J� WITHOUT CERTIFICATE OF OCCUPANCY NEW 112" PLYWOOD SHEATHING (2) 2x6 40 PRESSURE TRTD. WD SILL PLATE ANCHORED TO CONC FNDN WALL W/ I/2" DIA. A B. @ 6-0" O C MIN 12" EMBEDMENT (NOT MORE THAN 12" EA. WAY FROM CORNERS) 41P CONC. 5LAB W/ GxGx 10/10 W.W.M. OVER G MIL. POLYETHYLENE VAPOR BARRIER G" WELL COMP. GRAVEL(///'�( FILL am� �" "> COMPLY �e� b`O M_PT AQEP EA ' REVOMM SOLO TOWN COAE. DNC FNDN. WALL OVER 1'-4" CONT. CONC FFG PLUMBING WKUMI WI AIL LOU WaD TEnNp NEFORE COVERIIq TYPICAL GAI',AGE SLAB DETAIL LI-1SCALE 3/4" = 1'-0" 1/2" COX PLYWD. SHEATHINJG 2X6 PLATE CONT, ALUM. TERMITE SHIELD - EB FLR_ CONT. SILL SEAL _ ELEV. 0'-0" C2) N5 REBAR ® TOP OF _ FOUNDATION WALL CONT, FINISHED GRADE - BITUMINOUS DAMPROOFING BACKFILL - "RICH) INSULATION APPLIED - TO CONCRETE FOUNDATION WALL (2) R5 REBAR CONT. IN ACL P.C. FTGS. TYP, 2X6 WALL STUD ® 16" O.C. 3 1/2" R-13 BATT INSULATION 1/2" GYP. BD. 3 COAT TAPE AND SPACKLE 3/4" T & G PLYWOOD FLOOR 2X10 FLOOR JOISTS R-19 FIBERGLASS BATT INSULATION I• 2 X 10 RIM JOIST h (3) 2 X 6 CCA SILL PLATE Ib p, 1/2" ANCHOR BOLTS 8'-0" O.C. MIN 1'-0" FROM J CORNERS EACH WAY 4' P.C. SLAB OVER 6 MIL POLYETHYLENE VAPOR BARRIER :YyKT, tr 6 X 16 CONT. P.C. FTG. 6" WELL COMP, POUROUS FILL It TYPICAL CRAWL SPACE DETAIL ll SCALE 1/2" = 1'-0" PROPOSED NEW NAHAS RESIDENCE C/0 CRITTENS LANE & BEACHWOOD ROAD SOUTHOLD, N.Y. S.C.T.M. # 1000-70-12-17 REVISIONS DATE; AS PER SOUTHOLD 10-06-03 TOWN BUILDING DEPT. CERTIFICATION OF NAILING i CONNECTIONS REQUIRED. mm H � • rt 1 t t' Im u PLUIISIER CERTROATION awswCOMEAI a"RE CERM1C4TEOFOGa#%NV BOLDER USED WWATER SUPPLYSYSTE !CAIINOT EXCEED 00 OF T%LEAD. BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvdplan.com MEET PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST P.C. INFRINGEMENTS Mn BE PROSECUTED. IRe DATE: 9-15-03 e sri�'�iTb` DR. BY: P TR SCALE: AS NOTED CHKD: J.S. 021 OP PROSECT NUMBER SHEET NUMBER 0240 1 WALL TO BE REMOVED' FIRST FLOOR PLAN . - r-- WALL TO BE REMAIN SCALE 1/4' = 1' NEW NEW WALL CONSTRUCTION CLIMATIC * GEOGRAPHIC DESIGN CRITERIA AS PER TABLE 8301 .21 GROUND SNOW LOAD I3=D- WIND LOAD 3 5f GUST I2'-0' FASTEST MILE 90 MPH 100 MPH 48 9' B WEATHERING SEVERE FK05TLINE DEPTH ---------------------------- 48 IN. --- TERMITE -------------------- MODERATE TO HEAVY SLIGHT TO MODERATE DECAY 3•_0., WINTER DESIGN TEMP. F. ° F 12'-0" FLOOD HAZARDS 33'_3 -- _ — -- EXPOSURE 1 y _0, _— — B 3 8 "TFP TO GPADE I I 3'-O' HGT WOOD RAILING To DECK WITFI5TAND 50M MDR LOAD 5/4 x STEP TO GRADE 2 8'. IO' IO' -0, y: 3,. 5_g• ,6. 4-8., 8 -8" 2" 4'-5" 4'-5" O =O MEC HANICAL ROOM E n ,n 7 4' 8" Sl8"P PE "K" GYP BD ON ALL m (2) /4" x 9 I/2" MICRO -LAM HDR Cp WALLS k CEILINGS (TYP.) o D o 0 o G L' OD VJ )2x `�l 10 HD (3) 13/4'x 9- /2_" MIC LAM HDR +� f3 13/4' x 9'- I/2" MICRO N�? �� LAM HDR N " (3) 13/A' x 9/2MICR m LAM MDR I cl tl 'ICI c.1 o n h .A oS 1 w l C )1 K 3° r o I A H GREAT ROOM To EXTER1 "•'WALK b GLA55 OPEN TO ABOVEAS IN b IN m ` ooE o PEP NY5 CLOSET w - FIARD WIRED SI 00 snnolDETECTORE DScraR o MASTER B - N N HU J11pFJ C I;'OL p 5 loo s l z m 2' 0 �4 p 3. O KITCHEN 4� o F IN. FLOOR ­EEV' + 12 ? FT m NEW 8' DIA, FIBERGLASS �. x O QOLUMN A5 MANUFACUTERED m I m TY FERNIACA5T OR APPROVED EQUAL b 4" I ; 13'- LINE OF OPEN 1 s 0 D , 3 I/2MICRO-LAM UPSET / 'OILING ABO HEADER -T N O C3) I 3/4 I I/2 MICRO- HEADER I"3/4 �T—C. 7 UP5CH_Ci6ER T I _4.5D WT STEEL PIPE MASTER BEDROOM m L _ _ J COL. i0 RFST ON L _ _ J 3" _ IJ �,%Do CONTRACTOR TO COORO. LO ATION—"-^—T iy �. 2'-0" x 2 O" x I' -O" PC 5T5T Y DOUP L WSEf 11EIGIIf.8114 COLUMN 50 AS TO REST ON- v FOOTING ("3 IN iREAI) DEPlFI - 9" . ON COL BELOWlie m _ 5TEP5 5'-8" 4'-10" 9'-9" 3'-O HARD WIRD- SMOKE DETECTOR Q b, I (3) CAR GARAGE DOWN 6 " BLAB ELEVATION '+30 FT. S PANTRY O u� ^ry - WAUYIPAN To Wrem ,1 a MTL IN5UL°C"LABEL F, DOOR W/ SELF CL05ER x LAUN - >. N b b 26 AREA LLJ W N) In WA " LTaBE / N N - (3) 2 x 10110. f 5 W3ER$ :e1 4" LINE OF t F' m - 14 TRFAD5 ® 9' 5TAIRS ABOVE POCKET 17-7' ` 0. 5UNROOM'' H WIRED FOYER b I� MORE DETECTOR ® 1 A o +F 2xlgfl IS IZO.c. (3) 2 x 10 MDR. (3) 2 x 10 HDR (3) 2 x 1 O MD DINING' ROOM J J � HARD "RED SMOKtx DETlCTOR 7 I g HARD WIRED SMOKE DETECTOR x 10 HDR . 1 (',� 2 x 10 tip CS ' u_ (S)2x 1 0 MDR 4xG POST O a d N o � � 70 FOUND, G' -O' 8'-6" 8'-O I - 2'101 CIL&WO1/2'MICR){ANfiDR OPEN'PC)PCt1 03 _ 1311 yA99 gYMKR0.1�AMtlR-'' (3R'.AI'x$G2^MTI(Ffl§h'd R' � q 2'-I 1" EQUAL 'EQUAL 2',1 I" 5 2° fin 2_ 6'-4' 4'-6" / NEW 12" CIA, FIBERGLASS - - - - S/4� o_ N / COLUMN A5 MANUFACWFERED �'® / BY PERMACA5T OR APPROVED EQUAL L d 'x �,��� '+ / (2)13/4"x91/2"MICRO-IAM 1"IDR (2) 13(4'x 51I2'MILRD NM HR (2)13(4"x9112'MICROAAM HDR, 8 G, 4,_11:, 14,_B. 5'_9" 7'-G' 5'-S' 14:;5. 24'-G" 16'-0' 17-3" 1 @-CY 73'-9" .. WALL TO BE REMOVED' FIRST FLOOR PLAN . - r-- WALL TO BE REMAIN SCALE 1/4' = 1' NEW NEW WALL CONSTRUCTION CLIMATIC * GEOGRAPHIC DESIGN CRITERIA AS PER TABLE 8301 .21 GROUND SNOW LOAD 45 PSF. WIND LOAD 3 5f GUST IID MPH 120 MPH FASTEST MILE 90 MPH 100 MPH SEISMIC CATEGORY B WEATHERING SEVERE FK05TLINE DEPTH ---------------------------- 48 IN. --- TERMITE -------------------- MODERATE TO HEAVY SLIGHT TO MODERATE DECAY WINTER DESIGN TEMP. F. ° F 13' F FLOOD HAZARDS 7-25-78 -- _ — -- EXPOSURE O _— — B v 24•-2' 14' 0" 5'-n" 49'-7" 14'-2' /— LINEROOF — — L OVERHH ANG (3) 13/4• x 9-1/2" MICRO I \ LAM HDR OPEN i0 BELOW ROOF BELOW I (3)"MOP tl ' 2% ' VIN 5 .rCTO © 6 O,C. O 2x8 RR v. I s" o.c. BEDRoRM a 1 0 0 V ST Aa` .` 91(YLI T 5K ;C WT ME OR I7.0 ' 10' 6'O" 13-0' 6'-I" 13'x2" 15`-0" O 2G �p ! i O 2x1 C.J.Q I G" O C- I P ON15HED ATTIC SPACE DATHR M qC�,I y za 200 O .c.' - O o a x 4 rose @ I G" D.e.� u Iv _mT HALF WALL UYF 1 3/4" x 1 1 /2" MICRO -LAM STRUCTURAL RIDGE r R5 COORDOP f J ON m =g 2" PIN. FLOOR ELEV. + 22, 8 PT. in ONE D N "+ xy'd RECREATION ROOM `2 -TE x -yQ PQ U HAP'J R9FSU m HAf:p WIELD '" MQ MOP, _. 5T 5MODEFCTM ^ ISAMOKEWIFID DPT MOR 1 3/4" 1 1 1/2" MICRO -LAM 5TRUCTURAL RIDGE iU 0O 3'-D' HIGH WOOD _ 24'-0" RAILINGNY5 CODE K I Ei9i 4 D rR1DTT a" W -a" I 9 ( 2 "P O LAY 3 N J r N VALLEY -5 v ' I BATHR IVtw a d D "= - CEJ 9 Al n1 TO . O .' I � �— (3) 2 x 110 HDR (3) 2 x 10 HDR ---- CL05ET 1 4 s -o' HGT WOOD ��- - ----� RAuwG TO w1 i . \ POCNtT D R y 0 I \ I 50a HER LOAQ, L - \ HIGH 5 HANDRAIL y U I � � 2TO ' TO WITHSTAND 50 #HOF: y � ' `� I [OVAL EQUAI. EQUAL EQUAL `L G \ <qp LOAD (IYP DY ALLJ i z 3 Y v } M M#N OPEN BELOW BEDR.UO2 OPE U t nary v,�rr,- O I 2e8 RR ^I' I I � 1 I C 2x 1 1ID C.J t 2x I ,Yr l' L'/ CJP (3) LAM HDR HDR2" MICRO. '� ��j1T I �� I31 SAM I1DR2" MILRD I I 3'-U' I (Y 0" I, LALL, HABITABLE ROOMS HAVE A MIN. OF 8% OF GLAZING SECOND FLOOR PLAN AND MIN, VENTALTION OF 4% OF FLOOR AREA SCALE 1/4" I[_,L t WATER 5, HILLD Ill HI PROM IERGI OF P001 Mta'I TRIP 2" 101' LAW CEDAR PERFECTION 5HINGLE5 EDGE APrl) 4" TOP IAP ONDERLAYMCNI IS LTJ OVER "111 ASPHALT LELT4 1 x4 CORNERBOARD x I INTERIOR ALONG FiA1:F CORNER50ARD " WOOD DECK 5/5.. (VAR1e5) INC'/ 9" 5TARTER 5TRIP OR COUR5E OF SHINGLES INVERTED f START FIRST COURSE t\ WITH FULL STRIP START THIRD COURSE START SECOND WITH FULL STRIP COURSE WITH FULL MINU5 FtR5T TAB 5TRIP MINIJ5 112 TAB NOTE: _ hLL R00FSFIINOCFS SHALL HAVE A MINIMUM OF SIR FASTENERS PER SjiIN(iLE, FASTENERS SHALL BE MIN, 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. Ng DIA..HEAD D TCAL ASPHALT ROOF SHINGLE DETAIL 'A EXTERIOR TRIM DETAIL N.T.S, I O'-0" 17-3` 10-01 IG EXTERIOR SIDING DETAIL N.T.S. C s III F WINDOW IEXTERIOR DOOR SC,HIDULL "AS PE* NYSMOB MOR 9ARRVLNIN(IAREA MEETS OR RXCEMS AW RORES, RIXBBRIAI I WINDOW MIGWTIINN NO OF WINDOW5 DE50PJPTION ROUGH OPENING NOTES A 2 FWG6068 6-0" x 6-8 1/4" PRAIRIEGRILLES I -R I -L — B 3 OVL2030 T-0 I/2" x Y-0 1/2" PRAIRIEGRILLES C 3 SE3106 3'-2" x T-1 1/4" PRAIRIE GRILLES _ D 1 -.1 I 6'01/2"x4'-55 I/2" PRAIRIEGRILLES ------ E— ---- FAINT TW20-DHP4242-20 8'-71/4"x4'-51/4" PRAIRIEGRILLES ---- F 2 TW1842 1'-101/8"x4'-51/4" PPAIRIEORR,LIIS G I TW2842-2 5'-715/16"x4'-51/4" PRAIRIEGRILLES H 7 TW2842 2'-J01/8"x4'-5I/4" PRAIRIEGRILLES 1 3 TW2842-3 8'-5'1/2"x4-51/4" PRAIRIEGRILLES J 2 TW2852- 2'-101/8"x5'-51/4" PRAIRIECRILI_T:S K 1 TW2852-3 8'-53/4"x5'-51/4" PRAIRIEGRILLES L 2 CW16-2 W-10 3/4" x 6-0 3/8" PRAIRIEGRILLES N2GT.N28 4. TW2852 2'-10 1/8" X T-0" PRAIRIEGRILLES G 1, .541X015 -('W I$ CW151-XWIS T-I 1 5/8" x 6'- 7 1/8" PRAIRIEGRILLES PRAIRIEGRILLES P 1 G42 4'-0" X V -I I" Q 4 2813 T-8 5/8" x V-3 U4" PRAIRIEGRILLES R 1 - TW 1852-- -1'-101/8"x5'-51/4" PRAIRIEGRR,LES----- S I FWG6068-33 9'-2 3/4 x 1 1/4" PRAIRIE GRELES T 2 RS2846 2'4 1/2" X T-10 1/2" PRAIRIEGRILLES R I TW1852 P-I101/8"x5'-51/4" -- PRAIRIEGRILLFS n, I, I, Y_u l,, t ,lc t oar• t F..mel_ ROOM NO AREA 1 FLOOR BA5E NORTH WALLS EA5T SOUTH -- WE5T CEILING5 -- MAT, HT. REMARKS t e Agc BEDP.00M k IIJ:(1 PaJc,r.ldboard PaneF.' 8D G" �'o 1>, : c' h9a L'a✓c.nal 9oa d:Sh aClun+ PAINT GYP BD. x C, or x Pi'2 6D r.r "4 .__ BEDROOM # 2 CARPET I WOOD ---- FAINT FLOOP, 5hEAThING — PAINT Sl.ru-rural Fenlcl„ _ ^ ----------- PROJECT Ni7MMBER "Ilr,_ �I"h-•ani rsraat�r boon I" IID Dlaaonal Board 5hrathua - I' GT w 1" r 5" 2- NC= 1"a 1,0"or wldo - - `iD ael svaron N+Ona rrgmremcn,G "I baud on won sneakmng neJ a $° "ncan[er ac m¢w".I enge 11 wall o"tlb y u m,41d 5on ccNu +rn a,e pond ea,}9 w o"Llo Maher fiear gymoLe5, nab," lwq, romvn[b - ermcr"ral mnuhttw eM1all be JouLleel, or almrvk mnnerkon, "ma, a+eM1nr plate. +ball br: nu a N nu.rGin hhc coati pooh 2 Wnen wall SFm[Inmy m ronw,u"ms - ,gnnecanl member„ H,e Lahu6tp4 nwnber a naJf fill bo Y'ermM1Lrtl la be reJwbl m 1 - 1 Cb I.-' pnr I"nk F SECOND FLOOR FINISH SCHEDULE ROOM NO AREA 1 FLOOR BA5E NORTH WALLS EA5T SOUTH -- WE5T CEILING5 -- MAT, HT. REMARKS t e Agc BEDP.00M k CARPET WOOD ]PAINT PAINT PAINT PAINT GYP BD. MATCH EXIST. ---- 2 .__ BEDROOM # 2 CARPET I WOOD ---- FAINT -- I PAINT — PAINT PAINT BD EX15T. MATCH ----------- PROJECT Ni7MMBER SHEET NUMBER 0240 3 MATCH 3. BATHROOM #I CERAMIC TILE j WOOD IPAINT PAINT PAINT PAINT - BD. EXIST. Com' MATCH 4. BATHROOM #2 CERAMIC TILT WOOD IPAINT PAINT __- PAINT _ PAINT BD. EX15T. 5. RECREATION ROOMHARDWOOD _ _ -I-- Wool? WOOD -IPAINT IPAINT PAINT FAINT PAINT FAINT PAINT PAINT - CYP' BD MATCH EXIST. MATCH EXIST. — e. COORIDOR _ HARDWOOD i PROPOSED NEW NAHAS RESIDENCE C/0 CRITTENS LANE & BEACHWOOD ROAD SOUTHOLD, N.Y. S.C.T.M. # 1000-70-12-17 REVISIONS DATE; BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32646 ]MAIN ROAD CUTCIIOGUEa N.Y. 11935 TelcpUDTLe Pax 889--784-1(111 681.--731'�.aK'96 Internet.: www.blvdplan.vout 'I.1m PWNs AND RPEdPCASTONs ARE mmumEN•N W SEIMCE AND ARE TRE PRDPIHRY DI aDi1LEYARO PLANNING EART P,C. INPIIINOERENTH THTL HP. Pa118ECUT20. t e Agc DATE: 9.15-03 F ¢4' DR. BY: P T R it I SCALE: AS NOTED CHKD: J.S. PROJECT Ni7MMBER SHEET NUMBER 0240 3 FIN. SECOND FLOOR ELEV. —+1 G-5 " FIN. PIR51" FLOOR %■ir'I■ii%tilYrrwrirrtr. wi.Lhrirr i . �' i► �'i i► ��� �'i,rrr■■rrrii�rnil twr■t► it rwrraai%r■uuan .lu"■i■. •i■i. ii■r ■■rtittir■ Wa�rrtrw. .au■rrrWw■wwom■rri■■ .rriwi a ■ t.�—.�iwir■iai�'ir iW � a i� ira■■■71notW ■■IN III ii■1 rrrtir i.. wwiitwir■. aiiiiti■�iri�illlw� Pili PIN ION 7� iwNunn www■■■tLtrrwa'arr �wriaair•� �uirawlr•� ��■W■r�■jirw■ r iri�r■+ice _�■arawiawiaNunn r�■t•t1 uuwru,irttw■ia ww= I�r r■w■a■rr■■■wm No IN r W, i'� ■I rim 1 l " - - I - as dill i ur t ■ ■ • ■ 1 ■�• 1 I' !�! I�I �, I _.. ■ • I, 12 12 t marl Iol own m, Now long MEN I NEW 12" [MA. FIBERGLASS I I I COLUMN A5 MANUFACUTFRED � BY PERMACAST OR APPROVED EQUAL I I 011'. OF ALL) I I i I I i I I I I -.,-----------------'-------^- --------------------- -- FRONT ELEVATION SCALE 1/4" = V-0" 12 I I I I I I t I I I -'- I ---------._-.----- ---)---------------'-----1--L-------------- -----L-EI------------------ L,-_._-------_._•_.- -- -----_-I"+ ------------ –1 ----- -------------�--------------y I ---------------- ----------- _-----_----- REAR ELEVATION SCALE 1/4" = P-0" 4W� �rsku'x-xlti w. - ,-_ .�� nsu±nae FLOOR 4' ELEV. + 101-011 I G" FLYING GABLE (TYP. OF ALL ON FIRST FLOOR) _ FIN. f1P-5T FLOOR ELEV. +O' -O 1 G" FL) IKG GABLE (TYP,'QF ALL ON FIR5T FLOOR) -,Z PROPOSED NEW NAHAS RESIDENCE C/0 CRITTENS LANE & BEACHWOOD ROAD SOUTHOLD, N.Y. S.C.T.M. # 1000-70-12-17 REVISIONS DATE; BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 1193F3 Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvdplan.com T■866B 4RE YN p! NPaC. I'ItNiFOAI4.R1%1Ee1!'A! 9PeICA9➢ON9 N4MNHE A■PBWum, DATE: 9-1$.03, h4 °n4 DR. BY: P T R Ar SCALE: AS NOTED ) W CHKD: J.S. PROIEC`ri"I+TLSfi6XR sHEET'.NUMBER 024+0 4 L 4' V 1 1' - rUpP 1 ' r --r---7 I I ( I 1 7 �:I,re'�h ;,•I, b,l::'� g-i1i1'��s'�'�I:-, LAV, 1 - 1 ('IN. 2111DPLR., I I 4 LB 2"2. II II I , LAV, l e ¢-, _FIN. SECOND FLOOR ELEV. 10'10'_0° I ( :' 1V. - � 1 I I5r1o'n3L5 --- 1 i- -- ------ - --- -_ —. - - - _ PIIJ. Sl PI r —fO'.11 LIN, I1 .!emiaP�+�I�� 11 1CA �I TCH CEILAK, - --- - -- --- -- ---- . _. - .. - --- - - - - c o o �-_;.ii c o ." SnCL�,n1 FLUMBINQ SCHEMATIC FIN. FIR5T FLOOR- -- ------------------------------_ .__ _._. ELEV. 0'-0-0` N . T. S. PROPOSED NEW NAMAS RESIDENCE C/O CRITTENNS.LANE & BEACHWOOD ROAD SOUTHOLD, N.Y. S.C.T.M. # 1000-7012-17 RE'VISI©NS IDE; �— DOUBI f 5 0" HIGH x 6-4" WIDE ACCE55 I I II DOOR5 TO ACT A5 FLOWTHPOUGH I I I 1 GATE5 A5 PEP. EFMA RFO RIGHT ELEVATION; SCALE " ?J mill. Nd-r+k� 1. CONTRACTiOR'SHALL CTifCKtAND ,VERIFY ALL OQNDITdbN5 TO THE 517E WQQQQD ilrr6 PRIOK,TO 5TART,�iG' OF WORKAND HE'SHALL FAMIUAWTE HIM5ELF WITH DESIGN LOAD$ FIR5i FLUOR - 40AHSf UWE LOAD THE INT'ELIF OF'THE$E PLAN5 AND MAC- WORK AGREE WITH 5AMIHE - - ROOF IR5T PUOR - 40#1 2: LOAd CONTRACTOR, OR OWNER. SHALL, QBT'AW A BUILDIN&PERMIT FROM THE' SECOND FLOOR,- 304/5F UVE LOAD TOWN OR VILLAGE PRIOR TO 5TART(NG'WORK,(if 'NEQUIRED) - - CEILING 30N/5F-LIVE LOAD - 1 3 CONTRACTOR 5klAll OBTAIN `AUL RMLIA"D APPROVALS, PERMITS n1 2, PEStGNTtMBER STRESS DOUGLAS FIR 50UTH,.NO, 2 GRADE FB CORTIMCATE5 OF OCCUPANCY INSREC'TIgN APRRpgAIS,; EFT.: POR WOW. - 82,6 P51, E 1,2'OQ,000 F51. PERPORMEO FRiDM AGENCIES HAViN'G ;1U BDLGTION 3'HEREtlF. - 3. ALL HEADERS 5HALL. BE (2) 2"X6" @ 2'X4" WALL$ 4 13I ?Nrl WALLS A. ALL - WORK 5HALL CONFORM TO THE NEW WORK STATE UNIFORM FIRE @ 2"X6" WALL5 UNLE55 NOTED OTHERWI5E 4.l ? 1,! PREVENTION AND 6U41,0ING CODE AND ALL RU46 AND REGUTATION5 OP THE q AL HEADERS SHALL BEAR ON 4%A POST TOWN Off $OUTHbLD. 4 (I 2')4' WALL5 OR 4 -RG' PO5T'9 2} XG"'WALL5 UNLE55 NOTED 0THERW15E,; - - 5. IF IN T;HE' C006V OF 'CONSTRUCTION' A CONDITION EXIT5 WHICH - 5. ALL COMPONENTS 5HALL DE ANCHORED AND CONTINUOUSLY bI5AGRt$ WITtt TPAT AS INDICATEDON THESE ;FLMO, THE; CONTRACTOR CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT .:1 5HALL STOP"'AND. NOTIFY THE ARCHITECt; SttOULD HE FAIL TO , - COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES, 'I FOLLOW T1115 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALE G. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING �" 1 �•++�+.rr - +I ASSUMEAiL. RESPONSIBILITY AND UABIUtt AW51NO TIIEREPROM. SHOULD BE OP COPeRO510N:'RE515TANT M'ATERIAJ5AND '5HO* NO �' j]' ' L '�j G. DO NOT 5CALE DRAWINGS WRITTEN DIM€N51ON5. 50PEICCEDE SCALED EVIDENCE OF CORRQ$ION OR DETE0QAT,ION;WHIGH MIGHT REDUCE - -0:0, 1 LEVARD 'I DIMENSIONS. ARCNLTC'CT HAS ;:NOT ".BEEEN.RIETAIN€D EOR, ON STS+- THEABILITY OP THE 5TRUCTURE TO RESISTON[)Emaff,' '1.At'iLY Lir 1I EAST, ` * INSPECTIONS ANO/OR OB$FRVgTIdN5 Of THE CON5TRUCTION. 7, ALL FA5TENERS AND CONNEC-TOR5 INCLUDING NAILS, BOLTS, 5TEEL P t+,� _ 7 DRAWINGS AND SEEGIP[C,ATION5'AS 1N5TROMENT5.OP SERVICE ARE AND WIND ANCHOR5; AND TRU55 PLATES ARE TO BE H07 DIPPED GALVANIkD, SHALL RtMAINTIR. P,ROPERTYOF,THE 'ARCHITECT WkIETHERTHE'-PROJECT B. GABLE' ROOF5 5HALL BE 5TABIWZf1) BY IN$TALIJNG 2X4 INCH - 'ARC'HIT'ECTS- �,NG *}y� XR$ r i� FOR-W'HICtITHEY'ARE MADE 15 EXECUTED OR NOT. THEY A3.IECtRE NOT„TO'BE BLOCKING 019'2 -FOOT CCNTER5 BETWEEN THE RAFTERS AT EACH.¢, ROAD 05! fD ON ANY OTHER PROJECTS OR EXTV451QN5 TO.TH15�199 'EXCEPT - GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING - BY AGREEMENT IN WRITING AND WITH APPROPR)ATE:COMPE95ATION TO THE INTERIOR FROM EACH GABLE END - � CUTCMOGU1T 1 N.Y. 1 k936 , ARCHITECT- 9, MAINTNN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING " 8, - EXI5TING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. Telephone -' ]LI TAKEN ON 831.5/03, ALL DIMBM51E7N5 ARE BASED UPON VISUAL ax 10 ALL FLAOP,JOI'ST5$HALLBE-LATERALLY SUPPORTED BY BRIDGING OR $31-734-2013 OBMIETUMIN INTEGRITY NO REPRESENTATION'A5TOTHE +�'�-73A-2' x8 - STRUCMRAL INTEGRITY OR Cbp)E. • MPLIANCE Of BLOCKING CaU �INTEKVALS NOT EXCEEDING EIGHT pEET, CON' TRUC ION NOT. VI ISLE N ABOVE TE. I . ALL RAPTEk5 SHALL BE ANCHORED TO FRAMED WALL5 WITH 'HU IP' E 5 T S 4 BOW DA RR .AN CLIPS' @ 16° ON CENTER 12 ALL ALL"MICRO= LAM" LAMINATED VENEERLUMBERTOBE DOUGLA5FIRA5i �TLI,EL"Ilt' "Tp;WW:IaIVCI]lltil,l".tlUE'[y i GRADING AROUND NEW CONSTRU,PPON 5HALL SLOPE AWAY AND BLEND MANUFACTURED BY TFUE , O1S4CORP OR EQUAL. 512M)lo INDICATED ON, - INTOEXISTING. '-" - PLAN5. MICRO -LAM INSTALLATIONS EMAIL, BE IN 5TRICT CONFORMANCE - WITH MANUFACMRERS;SPECIFICATION5 ANI)RECbMMENDArtoN5: 2: FILL AND�BACXRLL MATERIAL OBTAINED PROM ON-51TE CUTTING OR _ 9pUROS AOLALEOAWA.Y PROM j1 E CONS'fRUG ION SITE {BORROWED). 3. ALL METAL J015T HANGER5 AND OTHER METAL CONNECTOR5 REQUIRED I SHALL',BE CLEAN SAND, GRAVEL; J;ARTH, QR A MIXTURE OF THF5E - 5HALL BE "5LMP5QN STRONG TIE CONNECTOR5' OR EQUAL AND SHALL BE S „ CONTAINING NO ORGANIC MATTER WITH A MPkIMUM SIZE'bF POUR CAPABLE OF HANDLING UCAD5'9 CONNECTION POINT5. IN5TALIATION5 5HALL pT,Apy,yµp A�pL W,, INCHES. - - BE IN 57RJCT GONFORMPTICE, WITH ' MAMUFACTURER5 5PEC1liCAT10N5. '1' Ply✓'p pg,p, 3THE ARCHITECT ANP APPROVE4A51JIITE OR SOURCE APPROVED AL DOUBLE AROUND MRH COMPACYEp fIU: UNpLRSIAB ON GRADE -$HALE BE WELL GRACED .1015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND SANp OR 'BANKRUN:' GRAVEL PROMS BY ALL OPENINGS. TABLP BEA N,G MATERIAL FOR 15. PIIYWOCp OECKING-5HALL BE EXTERIOR -GRADE PLYWOOD, THE P41M1''O9E C,YF"�17PPORTINGT+,IE91;hB ON GRADE ININIMWKk BEARING ' _ CAPAEIM TO $E'fW0 YbN9 PER 5Q.1°I' 'f4SPIiAL�i-�"Q(jF,[N� 4 ALL POgTING55HALL BEAR ON UND{STURBEq SCLC WITH A MINIMUM 5014 - 1,'• ASPHALT SHINGLES 5HAu AVE 5ELf-SEAL 5TRIP5 OR BE INTERLOCKING, PRESSURE OP 2'TON5 PER SO. FT. AND 5HALL HAve'A MINIMUM OF 3'-0" ' 2, FASTENERS FOR ASPHALT 5HINGLE5 5HALL BE'GALVANIZED STEEL, 5TANIPSS 5TEEL, .k 1 SY. P T R OFC©VER OR GuPPEk ROOFING NAILS - MIN 12, GAUGE SHA K WITH AMIN,316" DIA. HEAD, ' 5. ALL,CONCRETE,5HAEL BE 306,Q PSt CONCRETE @^26 DAYS 3, ASPHALT STRIP S,HINGEE55HALL HAVE A MINIMUM OF 5N FASTENERS PERSHINGLE„ SCALE: E AS, OT D - I I ELECTRICAL CONTRACTOR $HALL PETE INE WHETHER TII2E45TING ELECTRICAL '�,>,'.." aLs. ffERVjj TTO CE, THE NEW TION AND �IHALL ..L.�._--�- __J, NOT'➢%Y?HEC WIC) 60RDINGLY! Att ELECTWCALWIORK�5HALL8EDOARD ,L--_----,_-1-.._--__�J�' - - OF FIRip INDER.WWiER APPROVED. EB NLtA PER OWNER W RS DIRECTION - ANY A ,ALL NT RCQM, TELEPHONE, A R NN- WIPING NG IN . WALLS PRIOR TO INSTALLATION' OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING' 5HALL RUN CONCEAVVID IN WALL5,-FLObRa': AND/QR ' CEILINGS. VERIFY OUTLET,-5,MTGH AND UGH TING LOCATIONS' WITH - _ OWNER PRIOR TO IN$TAHATION, - LEFT ELEVATION SCALE 1/4" = V-0" ` P 01 L. I -- , 5 ". -- 'i. ,.n,..s - .s'�.d<ar.a:N.,'+.- -. .. _. t- ,_. .:. �.. f -�..L. 3 I' -O" DIA .3-0" DEFTH POUF'ED CONCRETE PIEI s .-.r. :;s: T .Ta, Svgl f^"•�I'F''h_s'- l' "IEq eye �. a"Ige 3 SECTION SCALE 1/4" = P-0" W/6%G,I O - IO W.'W.F OVER 6'MIL, 'POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED POUROU5 FILL P -O" DIA. x G-0" DEPTH POURED, CONCRETE PIER SECTION LJ _TOP OF PLATE T VELEV. + 18'-0' I _FIN. 5ECOND ELOOR �l ELEV. + 101-011 I FIN. FIR5T FLOOD ELEV. +0'-O" ROOF RAFTER HURRICANE CLIP' NAILED TO RAFTER .& PLATE SIMPSON,'H2:5 OR EQUAL (2)2"IXV TOP PLATES NDOCAL U CAN CLIP! DETAIL TS. 51Mf 50N 5TRONG-TIE C51,G CONNECTOR-:- USE 22 - I, IOd x 1 02 GALVANIZED NAILS -- I MIN. PR�OVIDE MINIMUM I" END'D15TANCE / yf EQUAL NUMf3ER Of EACHIEND NAILS IN MOTE: STRAP TIES TO BE' PLACED AT EVERY THIRD STUD SHINGLE RIDGE CAP -- ASPHALT SHINGLES+ FELT PAPER-"" RIDGE VENT COIL''$TRAPPING AS MANUFACTURED BY " SIMPSON STRONG TIE:" W/ 16D NAILS -.'T FOOT FROM EACH SIDE' OF RIDGE "0 EACH, STUD ��XNP��S ptft 1/V PLY ROOF SHEATHING (TYR) RI,IDGE I V/ BiCARD Typic- , AGE vENT DETAIL N.T.S PROPOSED NEW NAHAS RESIDENCE C/0 CIUTTE14S LANE BEACHWOOD ROAD SOUTHOLD, N.Y. =S -c -T -ml. # 1000-70-12-17 REVISIONS DATE; I�1 BOULEVARD PLANNING EAST, P.C. AR.CHAECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631„-734-2275 Internet: www•blvdplan.corn rso"Cl P.C. DATE: CONT RIDGE VENT T R SCALE: AS NOTED CHKD: 1 314', 14" MICRO -LAM 5TRUCI URAL RIIICIE TYPICAL ROOF CON5TRUCTION 2350 ASPHALT ROOF 511INGLE5 OVER 150 ROOF FELT ON 112" PLYWOOD ROOF 5HEATHINC 12 OVER 2X 10 ROOF RAFTER5 I G O.C. 5� 12 12 9� �5 OF PLATE r� r� �'�� R` _TOP ELEV. +16-01, ' HURRICAN CLIP r - (I'YP. TO All r 113ED'R TYP TI .I/2'PLYWQOb 'HALLWAY BATHROOM -I3EDI�OOM �. SNEATHING':W/TN/EN`UNDERCAYMENY OM # I �` - � 2NG 5TU05 @1 GO.C. WL MIN, R-15 BATT IN5UL'. rrr J ��\ 112" GYP. BD. FIN. [ �FIN 5CCQND.'PLOOK -ELEV. V +10'-0'1 ' _ - 91MP50N O51G CONNFCTOR (3) 1 3/4"+9 1/2' MICRO -IAM HEADER (TW OF ALL) IP°DIA'HEERGLA55 COL'- - AS MANUFACTURED DY PERMA-CAST - OR. APPROVEDEQUAL ' TYPICAL FLOOR CQN5tRUCTION hrIT.CHEN PANTRY CLOSET DINING ROOM FLOOR FINI5H'A5' I,ECTfP BYOWNER' OVM4^7,+GK)WOOD9uDPIOOR R 2 - - SCRCWEp F,GLUED TO'$vl O FCOOR-' JO15T5 AT I. O.c. (IVP.) ITS .[�� FII. PIRST,�OOR 4� ELEV, +0'-01, ' ICRO-LAM GIRDER � • F/111111'lAT1f1AI lA/A 11 /`llA1GT�11TT1Ylu 3 SECTION SCALE 1/4" = P-0" W/6%G,I O - IO W.'W.F OVER 6'MIL, 'POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED POUROU5 FILL P -O" DIA. x G-0" DEPTH POURED, CONCRETE PIER SECTION LJ _TOP OF PLATE T VELEV. + 18'-0' I _FIN. 5ECOND ELOOR �l ELEV. + 101-011 I FIN. FIR5T FLOOD ELEV. +0'-O" ROOF RAFTER HURRICANE CLIP' NAILED TO RAFTER .& PLATE SIMPSON,'H2:5 OR EQUAL (2)2"IXV TOP PLATES NDOCAL U CAN CLIP! DETAIL TS. 51Mf 50N 5TRONG-TIE C51,G CONNECTOR-:- USE 22 - I, IOd x 1 02 GALVANIZED NAILS -- I MIN. PR�OVIDE MINIMUM I" END'D15TANCE / yf EQUAL NUMf3ER Of EACHIEND NAILS IN MOTE: STRAP TIES TO BE' PLACED AT EVERY THIRD STUD SHINGLE RIDGE CAP -- ASPHALT SHINGLES+ FELT PAPER-"" RIDGE VENT COIL''$TRAPPING AS MANUFACTURED BY " SIMPSON STRONG TIE:" W/ 16D NAILS -.'T FOOT FROM EACH SIDE' OF RIDGE "0 EACH, STUD ��XNP��S ptft 1/V PLY ROOF SHEATHING (TYR) RI,IDGE I V/ BiCARD Typic- , AGE vENT DETAIL N.T.S PROPOSED NEW NAHAS RESIDENCE C/0 CIUTTE14S LANE BEACHWOOD ROAD SOUTHOLD, N.Y. =S -c -T -ml. # 1000-70-12-17 REVISIONS DATE; I�1 BOULEVARD PLANNING EAST, P.C. AR.CHAECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631„-734-2275 Internet: www•blvdplan.corn rso"Cl P.C. DATE: 9-15-03 DR. BY::P T R SCALE: AS NOTED CHKD: J.S. I h• 1 r' q rn� � �fa ANO AUFG6NDii1DN$Y0 THE61rF ASPHALT ROOFING. Td Q '. SND FAMIuwvt HIM@ELF WITH '"'Wi'1I" 4N�'IF4F 4 i'L ANQ SdI{lKicSK OKitC' wrin SAME-' Ir ASPHALfi SHINGLES SHALL hIAVE SELF -SEDC STRIPS OR gE IM ERLOGKING. r Zt PA ITENERS FOR ASPHACf SHINGLES SHALT, BE GALVANIZED STEL, STAIN,jE55 SrEt-L, 'CaY It R4zwak $HALL QBTA}N A L iw"PERMR PROM THE OR COPPERROOFING NAILS'- MIN 12 GAUGE 511ANK WITH A MIN.316" DIA. HEAD I g aRt�PR7TLN wTARTING WyRK'f F EW1 NfrQ) 3, ASPHALT 5TRIP 5HIN6LE5 SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINfLE. DNTz tTOR SH 4T pBTMw S1 R%lUII APPROVAL . PERMH5, ELRCTR?CAL AIPI $ESE, tiPANGY INrE":T(Oti APPRDYALS ETc.. FOR WORK T1RR MIgM F4ElJCIBS HAV141G,:)URI$DICTION THEREOF., 1. CONTRACTOR 5HALL UETF.RMINE WHETHER I'IIE EY19TINCI ELECTRICAL SERVICE 15 EUFPICIENT'TO SERVICE 'RIENCW ADDITION AND5HAU. CONFORM r0; MEMI;YORk,STATE 'UNIPORM [FIRE ',NOTIFY THE OWNER ACCORDINGLY: ALL ELEakIG4L WORD, 5HkL BE BQARE) pw{uetpalr�rENTTr A?aD SGIjj`ZING CL/0E'ANP'ACL ROUF5 AND' REGULATIONS OF THE, Of FIRE UNDERWRITER APPROVED, II IALL AS PER OWNFN.'9" DIRECTION t .MiaSUTHOUX "' ANY AND ALL INTERCOM, TELEPHONE, AND/OR N, ANTENNA WIRING IN WALLS PRIOR 10 INSTALLATION Of WALLBOARD- AU. TEMPERATURE S 1N_,t'kA OtOUR9Fa.C1F OpNC CIJOiLI& CONDITION EXITS WHICH, CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, ANDIOR r71 +E B�TNthe,. A'S-I(ItEStC DON T?H* "S IS.'THE CONTRACTOR CELUNG,S. VERIFY OUTLET, SNITCH AND LIGHTING LOCATIONS WITH $M'ALC _ @K "AND NOTJFy� i IkE-ARCHTPBCT 5HbULD'HE FAIL TO OWNER PRIOR TO INSTALLATION rtN, 6 ORG0EP[k ANE) rCONTVNQE WHfI THE WORK„ HE SHALL RF5PC�3NSIg1UTY ANQiU(igILF4Y,ARIB)NG TIIEREI'ROM, GLAZING K i8 '�t£3t$GAt,E QRAyr7JNG9 Mg'tti'TTdN D7MEN510tiED FO, ON SITE D4AA IARCHlUQ'r HAS. NOr edx -RETAINED FOP, ON SITE I IDENTIFICATION- EXCEPT A5 INDICATED IN SECTION R30gJ I Ef,GIi INBP2C"flf NS A'* 5k dij LtRVATIS)N5 DF RIE, CONSTRUCTION." PANE Of GLAZING INSTALLED IN HA2ARDOU5 LOCATIONS AS DEFINED IN ;� BA#fiA" iIG,E+TIOkI}AE; iNSTRUMEN'TB Of SERVICE ARE AND SECTION R30g.4 SHALL BE PROVIDED WITH A MANUFACTURERS ORINSTAWERS E PRt',�E6RAt OFN'IE;ARCIi1TY0T WHETHER THE PROJECT LABEL, DESIGNATING THE TYPE AND THICKNE55 OF GLA55 AND THE SAFTLY GLAZING t r P R ' E"dWiMSE , EkKpUTED QR NOT,, THEY ARC• NOT TO B@ STANDARD WITH WHICH IT COMPLIE5, WHICH 15 VOABLE IN THE FINAL I_ IsRQ,>€GT 3R,EXMNERIENO TO THIS PROJECT EXCEPT INSTALtANON, THE LABEL SHALL BE ACID ETCHED, P ADBLASTED, _ hj"N' R� V�RIT{�f:,v A ;IY�OH.' APPR AHE CO' MPENSATION TO THE CERAMIC -FRED, EMDOSSED MARK, OR SHALL BE CPA TYPE WTItCH ONCE APPLIED CANNOT BE REMOVED WITHOUT ©SING QESFROYEU. ,AA"rm ` ' EXCEPTION: TEMPERED SPANDREL GLA55 MAY BE IDENTIFIED' BY THEMANUFACTURER " IDbTft3N5' 1 I(yaj'F�;i?RE fRf9id}'FIRD ML`J5UMfNT5 WITH REMOVABLE PAPER LABEL - ''TTM$7fhi ABED, y QN V151I N4:ATICtiN As To THE - dP,tfa^'4R GP�L NSI?NtIEONAr0 S�d��" iN c( L Qf'I,bN SHALL %OPE AWAY AND"IBLEND r I �„ 1NL1. iI,tN(`d SNFp fRM D¢4-SISP.CUTi1NG OR _'i5 riE:"fliNStkRPCGi7N''Sge(BORROWED), g " ",*40:; OW* W,e 4Lha Ct,R•A MWTWF€C1E T+tEwf, . M[ 'M!%IMUM Stt OATCUR II' S' iu y1 I , LilNG7{<R SlAt4 CpXI fsRAf OR $ L..LKa AlI,wovED B . _ 4 'ANIlAhIa GRik 1, (NtQM SITf( SORING APFR,OVED R 'SNI; ANa9P,, AcBWLACII SEARING MATERIAL FOR, TMfE f 8ftft5" ON GRADE MINA BEARING d Cit AYRe 4W4 SL}. FY. - L X AGt.L $kl-?Lt gFAIt ON UNDISTURBED , SOIL WITH A' MINIMUM 501L P TdNa RfR $O'rT'.. AN P $tiA42'HAVt A MINIMUM DE 3,g ' or 'b A4ECf,NeRIETV 5MAL4'tmE; f=PSV CONCRETE'ibJ 2g DAYS, W, Gai3i'RR fs A b iG' �DESIGN LOA651 FIRST FLOOR-'4OW5f LIVE LOAD "Irl - 3p#J5P - LIVE LOAD SECONU'FLOP, JR -,301 LIVE LOAD ' CPI).) ,- 36031'- UWE LOAN 2, DE51CIN TIMBER STRE55 DOUGLAS FIR SOUTH, NO. 2 GRADE FB = 626 Pyt'• E ).200,066 PSI. 3 ALL fifFADERS 5HALL BE (2) 2`XG" ® 2"X,lii WALLS 4 (3) 2'XG" WALLS m 2"XE"4VALLS U"L65,NOTTCD OTHERWISE. 4., ALL HEAD0.0 SHAW "' 014 4X4'• POST @. 2"N4" WALL5 OR 4'XG" POST, � 2'b(G", WALLS UNLES5NOTED OTHERWISE. 15 All 06heC)NENT5.5HAUCIV ANCHORED AND CONTINUOUSLY ' LEONNECIFED PROM THE FOUNDATION TO THE ROOF Tb PREVENT It OGX'{Amao'R PA1k,MA OW LATZRAI UQVfMI NT ILINI NAW) rT"P', er: - o -a Tytl s>Aq kWffNW(I I1TI 1IrMHNOLraM 7W NG r Sfi1 N'FIONYYN10t'E-N,KiHX REDUCE "! AtlsYgP *hjr<' - .FF,.fi3kE TO K[fil5r'kryk'ksi'Rt'Tx. 9 3 D ANCPW kSAND [Y9NNECTF5 ARE UBE I1QT DIPPED 6 `ANI WIND ANCYTDI'�5, ANDD TRUS>'PL'/i.'tPS ARE TO BE MRT DIPPED GALVA,N2ED. 8 CAB R00SQ -.SHALL BE STABILIZED 15Y IN�rq,LLING 2xA INCH BLOCRIfQpfiN 2'FC ,T OCNtERS OMWEEN THE RAFTERS AT EACH G'ABIE'ENP rOX A,LWEFFANCE Orb FEET TOWARD THE BUILDING iWE0109 FPOM EACHWILE END, - B Mull {F38»`MININ,IUM CIJEAi ANCE BE,LW'EEN ALL -5IRULTURAt FRAMING M I,,M1MB, A>? ANDP41£PL+ICE' WR t:V11MNEY MASONRY 7tp, PJ,Qr?R JgwT$; $hY#.yy.. BX LAi'ERA4L'! SUPPQRrFDBYBWDGINGOR 1�44QTM,"'.Flir. IN'regvAGs7 NfM" 'IJICD;A�u HCat+Y krsT: . I I AU.'(F,,`/yf"i rF 'SjALL BE ANCNORITO FRAMED WALLS WITH 'HUNPJCANE LI - G131431,,t�'- t'd: AU, '14i ft, 6Il AM' UkMANATrb ,VENEER LUM15ER TO BE DOUGLAS FIR, A5 MaNUi°(tGTLIRFD gYTRtJ;> )DIST GOND. QR PI'UAI. 5IZE5 A5 INDICATFD.ON PLANS MICRO LAM 1N9I ALLA116N`,Z 5H0,71, BE IN STRICT CONFORMANCE WITH MANUPAA'TUR R9 9PE1 ACATION5 AND RECOMMENDATION". I„ All, MEIAL101FILANCIRb AHDOTIIERMEIAI f,ONNECIOP-5,110111RED N11dI1. BE "S4MP50N STR(NIG rIE CONNECTORS" OR. EQUAL AN05HAL1 BF CA" ABLE DI HANDLING LOADS @ CONFECTION POINTS IN9TALIAI'ION_,,5HAL1 EF IN 5Y"R,ICTCON ORF:IANC.E WITH MANUPACTILREPS r PECIFICATION5 IA u��E�:Jek?s'SW��i€9rr[ilF�i-�P�'�kdftr�'"�F�kL4e°�rNS'�'RouND AL1 I Ar 1 IyNrS. ,44,41,h, 114'dfIINI, ul ['', Ie• t -!HIVE" H'I.1 N I1 TtF I, IdI,AI`}hNIv1 .I LINK# 2 4T I—"LINKN I ATTACHME Of SHEATHING TO RUOP MING ION OF RAFTER WALL -----__--(-LINK# 3 - CON CHOP OF TOP TOP OF PLATE 1 -"1' TO STUD ELEVA ION +I G'. 10" LINK# 5 - CONNECTION F HEADER l0 ADJA ENTE OR WALL C INK#G - CONN 10 FINISH 5ECOND FLOOR ELEVATION +8'-1 O" LINK# 5 - CONNECTIOI '1N TO ADJACENT IS -RIDGE VENT COIL STRAPPING AS MANUFACTURED BY " SIMPS'ON' STRONG' TIE" W/ 16D NAILS — I FOOT FROM EACH LINK#G- CONNECTION SHINGLE RIDGE / SIDE OF RIDGE C� EACH STUD' ToFLooR (�A�. --� -/ ` _ PINI511 FIRST FLOOR. � Ey,\Tl E evanoN +a RADE AS LT SHINGLES--\ .-1/2" PLY ROOF UNK#e- CONNECTION 01 F ' PAPEP, , SHEATHING (fYP.) RIDGE BOARD RIDGE VENT DETAIL N.T.S, NAILING SCHEDULE ICC t WATek 5NIb2D TO OF ED ARCy 9 24' FROM LOGE Of ROOF r'•IP 2' TOP UNP TABLE 3 1 ELID ELI 4• TOP LAP UNDERLAMAFNf 15 Lb 1 _ Jo1nt Desert tion Number of Nad5 ASPtIALT FELT 4 gIO7,MN'�EFrMUM' —�— — -- _ -- _-- ROOF FRAMING DECK, � 02An VARIES) Rafter to Tort Plar,e ( Ice Laded) ,. EJ» H STN,, -- 9c] ratter' MLTA " NOTE' nes w DE RuceQ ;' AT EVERY THIRD 1 Colliml JG1fil: ICI ial Pamcl Rafted (Pati al Cd) q I GD LiIJ �y t.dC9 a l 1 - I GD £.Clf ar t r 1 Collar fie to Pafter (Ft, .e named) I 1 1 " ,,".a_a�l, - -. ire- _ -• ' __ __ •_ LINK# 2 4T I—"LINKN I ATTACHME Of SHEATHING TO RUOP MING ION OF RAFTER WALL -----__--(-LINK# 3 - CON CHOP OF TOP TOP OF PLATE 1 -"1' TO STUD ELEVA ION +I G'. 10" LINK# 5 - CONNECTION F HEADER l0 ADJA ENTE OR WALL C INK#G - CONN 10 FINISH 5ECOND FLOOR ELEVATION +8'-1 O" LINK# 5 - CONNECTIOI '1N TO ADJACENT IS -RIDGE VENT COIL STRAPPING AS MANUFACTURED BY " SIMPS'ON' STRONG' TIE" W/ 16D NAILS — I FOOT FROM EACH LINK#G- CONNECTION SHINGLE RIDGE / SIDE OF RIDGE C� EACH STUD' ToFLooR (�A�. --� -/ ` _ PINI511 FIRST FLOOR. � Ey,\Tl E evanoN +a RADE AS LT SHINGLES--\ .-1/2" PLY ROOF UNK#e- CONNECTION 01 F ' PAPEP, , SHEATHING (fYP.) RIDGE BOARD RIDGE VENT DETAIL N.T.S, START FIRST COURSE \WITH NLL 5TRIP STAF'7 l I11RD (,OJRSL -STAR.'I SECOND WHO FULL STRIP COURSE WITH Fun MINI L, f IF,1 IAB 5'RIF MINUS 112 TAP FKA 1, pjLl nT, ROOF RHING1 04 SHALL HAVE A MINIM UM Of SIX 1'ARM WAS TR SHIN(p.E Y� TASTI NFR4 SI FALL IRE MIN 126A UG L N TANK GA LVANI9FO NAILS W, MIN 3,9" DIA IHEAD TYPICAL ASPHALT ROOF SHINGLE DETAIL COIL STRAPPING AS MANUf. IDY `EIMP50N 51'RONr TIF TO BE AI TA(.11T) TO TACH RAI "I l'R d PI ATE W1 Nd (_`OMMON NAILS 0 00f RAFTER HALL STUD a' DYIOAL RAFTER TIE N.rs. OF WALL FRAMING LINK# 3 CONNECTION OF TOP - --- - ----r rcrasT '- LINKX 4' CONNECTION I SHEATHING T Y HEADER ,I pL..(. Ip I I I 1 I I ------------------ __ _ -____ J_,/ I L____ __________ CRITICAL LOAD PATH N,T.n ROOF t --RAFTER TIE BLOCKING 2 BAYS BACK BLOCKING 2 BAY5 BACK @ 4'-0" O.C. BLOCKING 2 5AY5 BACK @ 4'-0" O.C. TIE TIE STUD TO FLOOR CONNECTION Bl.K@42BAYSJ/ BACK @ 4''-0" O:C. GA f�ND WALLBRACENG N.T.S. J015T NAILING SCHEDULE ICC t WATek 5NIb2D TO OF ED ARCy 9 24' FROM LOGE Of ROOF r'•IP 2' TOP UNP TABLE 3 1 ELID ELI 4• TOP LAP UNDERLAMAFNf 15 Lb 1 _ Jo1nt Desert tion Number of Nad5 ASPtIALT FELT 4 WOOD —�— — -- _ -- _-- ROOF FRAMING DECK, � 02An VARIES) Rafter to Tort Plar,e ( Ice Laded) 4 5D -- 9c] ratter' MLTA t DRIP r, 9'5TAATER STRIP START FIRST COURSE \WITH NLL 5TRIP STAF'7 l I11RD (,OJRSL -STAR.'I SECOND WHO FULL STRIP COURSE WITH Fun MINI L, f IF,1 IAB 5'RIF MINUS 112 TAP FKA 1, pjLl nT, ROOF RHING1 04 SHALL HAVE A MINIM UM Of SIX 1'ARM WAS TR SHIN(p.E Y� TASTI NFR4 SI FALL IRE MIN 126A UG L N TANK GA LVANI9FO NAILS W, MIN 3,9" DIA IHEAD TYPICAL ASPHALT ROOF SHINGLE DETAIL COIL STRAPPING AS MANUf. IDY `EIMP50N 51'RONr TIF TO BE AI TA(.11T) TO TACH RAI "I l'R d PI ATE W1 Nd (_`OMMON NAILS 0 00f RAFTER HALL STUD a' DYIOAL RAFTER TIE N.rs. OF WALL FRAMING LINK# 3 CONNECTION OF TOP - --- - ----r rcrasT '- LINKX 4' CONNECTION I SHEATHING T Y HEADER ,I pL..(. Ip I I I 1 I I ------------------ __ _ -____ J_,/ I L____ __________ CRITICAL LOAD PATH N,T.n ROOF t --RAFTER TIE BLOCKING 2 BAYS BACK BLOCKING 2 BAY5 BACK @ 4'-0" O.C. BLOCKING 2 5AY5 BACK @ 4'-0" O.C. TIE TIE STUD TO FLOOR CONNECTION Bl.K@42BAYSJ/ BACK @ 4''-0" O:C. GA f�ND WALLBRACENG N.T.S. J015T trPmt n be II be .n II d t ppoa n d e d or the wne 1 tin Lural vane) c Naly shall be lOd o 2d boa d. Where Sere a e RA,ol ej to masonry or "Asonry/5rurbo, they mall be atoll it l¢,ng mbrl[I°rrbt sham aGChoeS ivi,, g i n n num ultann tc w I'drowl capauty of 490 Dau de PROPOSED NEW NAHAS RESIDENCE C/0 CRITTENS LANE & BEQ CHW OOD ROAD SOUTHOLD, N.Y. s.C.T.M. # 1000-70-12-17 REVISIONS DA' .: BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N's' 119:1h Telephoue> Fax 631--734-2011 631-734-' 27f; InItNl-f10; www.blvdplHn.com I"IttlE PLANS ANO SPBG'IPCArIONS ARE INrTIdIMKN94 OA gK1011R AND AM 'PHIL PAOPBRPY OP 110AILKYA101 PIANII BAS1` Pf INkWNOBNRM4 Milli, UB i'AUABCU•MPU NAILING SCHEDULE Wood Frame Con5tructlon Manual ED ARCy 9 DATE: 9—,22 -03 DR. BY:T W 11 1995 SBC Huh Wind Edition --- -- TABLE 3 1 CHKD: J.S. - 1 _ Jo1nt Desert tion Number of Nad5 Natl 5 acm —�— — -- _ -- _-- ROOF FRAMING STMT NUMBER � 02An 7 Rafter to Tort Plar,e ( Ice Laded) 4 5D -- 9c] ratter' CellNl ,)01St to rot% Plate (lot',-rwrl;cl) 4 - 8D Feer io15t. Colliml JG1fil: ICI ial Pamcl Rafted (Pati al Cd) q I GD t.dC9 a l l-elllllr. Jot_?: I ;5 ovr; PA)tAt Or15 (f ace ticllic,l) - I GD £.Clf ar Collar fie to Pafter (Ft, .e named) d I tiD ger Ile Blocking} Lo P.a`rter (fqa nrlIICd) ? 6D tach end RIM Boar Ica Rater (F,d Walled) -_ 2 16D ca"Il end _ WALL FRAMING — _---_ Top FLait Lo Top Plate (F.., rvi I) _--- ? I LID — _—_ oc=r {oct. To Plates at I lt:,r5cr:uon5 (Face fl,am,,d) ' 4 1 6D jointll, earth 5tUd TQ Stud (l at. `t+ n3dTrar 2 1 ;cD 24 C.C. Ht;ader to H{,Pd CI (F:]C . Iln llc'.r'+I I CD 1 G 0.c, alar- c9 dp TOr or BottC ii Plata CO Stud (End nadF,G) 2 - l GD per 2x4 btuc) 3 I GE) r 2xG =,tura 4 1 GD I 'Off 2x8 Stud SJtTDR1 Plate t0 FIOO: 10151. `t L!ljptSt_ErI G�015t qr t1i0Cl N[/, (RaCC FRAMING _FLOOR Joist to 511, Tup Plate Or Glydryr (i uc-nadcd) 4 -81) �'eI JOISt Brld in to JOI,t (I Of, 01IC 1) 2 8D eral 5bx-k •I' Lo JOI "t (Lot. I idea) 2 BD e a_.n t:c,J Blocking to Shc or Top Plate (Joe waded) 3 1 GD e"1c1-r block Leg, er Strip tc Beam (I a(cr Waded') 3 1 F,D r a. -h c' St Joist on Le,d,jcr Lo Bca n 3 6D e- lout Band Jo15t to J015t (End -nailed) 3. I GD pc.l' OL -'L Bared Jol5t to Sill or Fop Plate (For: nadcd) _ _ 2 I (,G ROOF SHEATHING .Structural Panels 8D L edr e 1 G hely la'ora BUaru J.7Path.ll I'.Cb UIh8 2 FD P.r nrf%.ort - IIx 10 orwlraer_ G "Sun" Wallboard --- — CEILING SH_ EATHIN_G ____� _ rrCl r:o0!rr, �? ,^a�e1 I U Fi�id WALL SHEATHING `)hucLul 11 Porld 8D G r' lee., - v veto Fiberboard Panc;Is 7/1 G ' u r l U IV d 2'i/32 D hL;ld � 1 r,yr .Lm dgallhuai L' ',D t:oo'I rs c.d a�;' In rzlg,l 1 1'drllCl(, 1?Oa' C Pa'l.l L .'L7 1a . . I U or m.lder'FLorL , I' c)-1r,,�S 8D E' erlrc,f 12" lirll,-1, roarer Lha•I _- IOD DIa on J 5omrd 5hr:at.h We 1"xE'> i"r I x8" 2-8D Forl3u Sort I .A Of, Or wl,ICr 3 - 5D per up of t. Nm1 ng requirements are bated on wall 5heatlung nailed G on-cenlcr at the panel edge If wall yheathrng Is nadcd 3 omcentcr ath the papal edge W obtain h gher shear capacmies, r2,q reelulremBrlt5 for 5trucNral members shall be doubled, or alternate connectors, such as shear plarss. shall be used to n,alntam the load path 2. When wall sheathing is coWbou.,, over eonrerted mm=n be=the tabulated numtFer of nab =.hall be permitted to be reeruccd to I I GD mail per foot— _ CLIMATIC * GEOGRAPHIC DESIGN CRITERIA AS -- PER N.Y.s,CODe -- - -,--- - - -- TABLE P301 2(1) ---- GROUND SNOW LOAD 45 P5F. WIND LOAD ",LG cusT IOMwI zoMPH TA i F.°1 MII Y 5J MI'H 1170 MPIi SEISMIC CATEGORY B WEATHERING SEVERE FROSTLINE DEPTH 36 IN. TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. F. ° F 1 130 F FLOOD HAZARDS 7-25-78 EXPOSURE --- O B -- - -- --- --------- - - ---- - ICE SHIELD UNDERLAYMENT - ---- - - ----1---- - -- YES -- - - WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS,r° _ Asrl.IAt, 1 - _ FA5_Tr NER SPACING —< FASTENED.. 4 Fp07 G FOOT PANEL SPAN PANEL SPAN < PANEL SPAN TYPE _ — — _4 F001— — <- G FOOT_ < A FOOT 2 1/2'#6 WOOD 5CREW5 I6" 12' 9' 2 112 #8 WOOD'5CREW5 I6 16" 12" -. trPmt n be II be .n II d t ppoa n d e d or the wne 1 tin Lural vane) c Naly shall be lOd o 2d boa d. Where Sere a e RA,ol ej to masonry or "Asonry/5rurbo, they mall be atoll it l¢,ng mbrl[I°rrbt sham aGChoeS ivi,, g i n n num ultann tc w I'drowl capauty of 490 Dau de PROPOSED NEW NAHAS RESIDENCE C/0 CRITTENS LANE & BEQ CHW OOD ROAD SOUTHOLD, N.Y. s.C.T.M. # 1000-70-12-17 REVISIONS DA' .: BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N's' 119:1h Telephoue> Fax 631--734-2011 631-734-' 27f; InItNl-f10; www.blvdplHn.com I"IttlE PLANS ANO SPBG'IPCArIONS ARE INrTIdIMKN94 OA gK1011R AND AM 'PHIL PAOPBRPY OP 110AILKYA101 PIANII BAS1` Pf INkWNOBNRM4 Milli, UB i'AUABCU•MPU ED ARCy 9 DATE: 9—,22 -03 DR. BY:T W 11 SCALE: AN NOTED CHKD: J.S. - PROJECT NFT1kItER STMT NUMBER � 02An 7