Loading...
HomeMy WebLinkAbout30002-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30874 Date: 04/22/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 555 JACKSONS LANDING MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 5 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 17, 2003 pursuant to which Building Permit No_ 30002-Z dated JANUARY 12, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH REAR SCREENED PORCH, COVERED ENTRY, AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to TIMOTHY J O'NEILL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0027 03/24/05 ELECTRICAL CERTIFICATE NO. 2011451 02/03/05 PLUMBERS CERTIFICATION DATED 02/08/05 BRIAN KOCH Z�L ' I-A-4 t ori Z d sigAature Rev. 1/81 j jP4 X74 2 ` Form No.6 / �7 - 12-7 S b TOVbT' OF SOUTHOLD ✓1 BUILDING DEPARTMENT TOWN HALL 765-1802Ir-.) APPLICATION FOR CERTIFICATE OF OCCUPAN�}� _ �~ k I� 20 BIOS j This application must be tilled in by typewriter or ink and submitted to the Building De `art h the followings�-- _� A. For new building or new use: Wr' F S Tstp,D . Final survey, of property with accurate location of all buildings, property lines, streets, and unusual natura 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 Planting 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$15.00 Date. 4 New Construction: Old or Pre-existing Building: (check one) Location of Property: S$� J iaf�so,v S Z4A,-D//v'Gt /v,h' nTVC,K House No. Street Hamlet Owner or Owners of Property: —1 MQ TH V V'NV1- L Suffolk County Tax Map No 1000, Section Block fj Lo[ Subdivision Filed Map. Lot: Permit No. 3&V 2 Date of Permit. 1 Z.- Applicant: 1 tmsTH( o4/6_1LL Health Dept. Approval: Underwriters Approval: Planting Board Approval: Request for: Cemporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Si atter 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. 30002 Z Date JANUARY 12 , 2004 Permission is hereby granted to : TIMOTHY J O 'NEILL 245 JAMAICA AVE MEDFORD,NY 11963 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 555 JACKSONS LANDING MATTITUCK County Tax Map No. 473889 Section 113 Block 0005 Lot No. 005 pursuant to application dated DECEMBER 17 , 2003 and approv by the Building Inspector to expire on JULY12 , 5 . / Fee $ 1 , 180 . 20 ' r / A orized Signature ORIGINAL Rev. 5/8/02 O 1@ co LSJ BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 CC5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 KC ANDERSON ELECTRIC TIMOTHY O'NIELL 5 P.O. LLER PLACE, NY 11764-0016, MATTITUCK,NLANDING MI Located at 555 JACKSON LANDING MATTITUCK, NY 11952 rj Application N 113 umber: 201 1451 Certificate Number: 2011451 Block: 5 Lot: 5 Building Permit: 30002 BDC: NS11 5 c5 5 Section: �5 5 Described as a Residential 3000-3600 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Attached Garage,Outside, �5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 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 3rd Day of February, 2005. 5 5 Name OTY Rate Racine Circuit TVne 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 5 Appliances and Accessories 5 Exhaust Fan 3 0 F.H.P. 5 5 Dish Washer 2 0 1.2 KW 5 5 iiydro Massage Tub iTherapeatx l 0 5 Air Conditioner l 0 42.000 BTU C 5 Air Conditioner l 0 48.000 BTU 75 5 Furnace 1 0 Oil 5 5 5 Panels 5 1 100 14 e5 5 Wiring and Devices 5 5 Outlet 116 0 Fixture C5J 5 Fixture 106 0 Incandescent 5 5 Fixture 10 0 Flourescent 5 Outlet 121 0 General Purpose sea] NJ 5 Receptacle 72 0 General Purpose pS 5 Continued on Next Page 1 of 2 Im is certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. c LPLPPLPLPrrJPLPL@LrPrJ�rPrrr3PLr PLPLPLLrrJ�rlrPrPr�rnrrrnrJrJrJ'J o rs rJ'cPrJ'rU'rJ'rJ�rJ'rJ'rJ'rPrJt?PcP rr� �cPr.Pi.PrJrJrJ@PrJr1rJ�r��P�PrJ'r�rJ'cPrJ����.r�n�n��nsrss�n�ns���.n�.n��n�n�n o BY HIS ATE F COMPLIANCE THE 5 NEW YORKTBOARDcOF�FIRE UNDERWRITERS 5 5 O U ITERS 5 5 BUREAU OF ELECTRICITY 5 rj 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 C5� Upon the application of upon premises owned by S 5 KC ANDERSON ELECTRIC TIMOTHY O'NIELLP. 5 5 IL. BOX 16 555 JACKSON LLER PLACE, NY 11764-0016, MATTITUCK, NYY 11G 9 2 MI 5 Located at 555 JACKSON LANDING MATTITUCK, NY 11952 5 5 Application Number: 2011451 Certificate Number: 2011451 Section: 113 Block: 5 Lot: 5 Building Permit: 30002 BDC: NS11c1 5 Described as a Residential 3000-3600 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Attached Garage,Outside, �5 c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of 5 February, 2005. 5 Name OTY Rate Ratine Circuit Type 5 5 Switch 65 0 General Purpose �5 5 Paddle Fan 2 0 5 5 Receptacle l 0 20 amp Laundry 5 5 Disconnect 2 0 60 amp Air Conditioner 5 5 Receptacle 11 0 GFCI 5 5 Service 5 5 1 Phase 3W Sen ice Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 5 5 5 5 5 5 sea/ 5 5 5 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D rJ� rJrJ r�c n r PrPrJrJrJrJ crcnr.PcnrJLPLPLLPLPLLPLrrJ'r�rSr3rL3 pLfIrL3o o �I�I�nsrs�n��n�n���n�n�n�nrrs �nns��nn��ssr��nnsss�s��n�n�nss��nrrsLP��L3r�L _ 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU 5 5 TY 40 FULTTON STREETF C NEW YORK, NY 10038 S CERTIFIES THAT S C55J Upon the application of upon premises owned by 5 5 KC ANDERSON ELECTRIC TIMOTHY O'NIELL 5 P.O. BOX 16 555 JACKSON LANDING 5 MILLER PLACE, NY 11764-0016, MATTITUCK, NY 11952 5 Located at 555 JACKSON LANDING MATTITUCK, NY 11952 C 5 Application Number: 2011451 Certificate Number: 5 SSection: 113 Block: 5 Lot: 5 Building Permit: 30002 BDC: NS11 r5 Described as a Residential 3000-3600 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 5 Name OTY Rate Rating Circuit Type 5 5 5 5 5 5 5 5 5 5 5 5 5 seat 5 5 t of l 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D r�cnrJrJrzil gl gill rPril1: �rJ arJ�rJ�nrJ�rJ�rr�n r�rrrPr fcrrlrJr�rr� �nrJ�rJ�rJ�r�rJ�rJr�rJ cry crrrr�rJrlrlr1u rJrJ�rJr�INHIo o�osuFFoc,��, H Town Hall, 53095 Main Road t • � Fax(631)765-1623 P.O. Box 1179 Telephone (631)765-1E Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2 ( ,5 Building Permit No. 0 2- Owner: //t""fie Uy 6'/y/1-1I- (please print) Plumber: NZ k0cH (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 2bYJuw 20 �%J �i,�l,r". ��S'-mac, r`—`''A-0�• Notary Public, ` - (,I iTe LK County WM Notary Public �Yuk No,014t06 NI!! Qualified in Suffolk Count. Commission Expires March 24,20 New York State Department of Environmental Conservation AM Division of Environmental Permits, Region One 1011111111110 Building 40 - SUNY, Stony Brook, New York 11790-2356 - Phone: (631) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us Erin M.crony Acting Commissioner LETTER OF NON-JURISDICTION March 23, 2001 Mr. Peter Valez 8 Samuel Street Nesconset, NY 11767 Re Jackson Landint, Mattituck, NY 11952 SCTMf1 1000-113-5-5 DEC# 1-4738-02851/00001 Dear Mr. Valez: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your property, which is located landward of the ten foot (MSL) elevation contour on a gradual, natural slope: or landward of the topographic crest of a bluff, cliff or dune in excess of ten feet in elevation, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations 16NYCRR 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, barrier, 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. Very truly yours. k� � 1.�'r1•w� Rot.* Evans Permit administrator cc: Cramer Consulting Group TOWN OF SOUTHO PROPERTY RECORD CARDS - a - ,s— OWNER VILLAGE DIST. SUB. LOT odd l� ! S N NDN At % �—oC f x FORMER OWNER N E ACR. (. re .s Pane )Fc?,4 E• Qn1f1Uer" S W TYPE OF BUILDING D I T# To Ar S RES. �� SEAS. VL. / FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKSp Y, �o �3 ! L G /7 7-- Pell G i 900 // ou re + n� , fD Pant -�`IO��L) of-L �a - a►� - �l v AGE BUILDING CONDITION v Did NEW NORMAL BELOW ABOVE ��++ FARM Acre Value Per Value Ti I labie FRONT, Woodland FRONT, Meadowland DEPTH House Plot BULKH Total DOCK M-1802 BUILDING DEPT. NSI�ECTI4N [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING j ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: G DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C 4'✓ DATE 3 INSPECTO 300© 2,-�- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION WhN2� [ &4RAMING [ ) FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK U C - DATE INSPECTO 30�,o z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [/UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ;` CA c t!N A S4 P r A I 1 5bn- icy-4^r 2 ,.' .Ton (� W4lkry.Ry1 �D,3L Vp/ '7l � f flpe.J/NA � OINNCO kb k 5 4„cPs �Iq.J I a 14 At (/tai ul rrc ss do sT oulk Gj DATE / v INSPECTOR °I 2 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S f`+.-g 0 . t , Su Jc . `r llW A7 7fc, N TLo� ( aT �ouYl 0W IJ �fpT y DATE �3 ° INSPECTOR �"��� 3ooQ� � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL /Z ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �� r DATE I / S INSPECTOR VARIANCE SEARCH IAN — 8 M Search No.C-1869 I' ` COUNTY OF SUFFOLK STATE OF NEW YORK This is to certify that Timothy J. O'Neill is the owner of record of Tax Map Numbers District 1000 Section 113.00 Block 05.00 Lot 005.000. That he acquired title thereto by deed dated 6/25/01 and recorded 7/11/01 in Liber 12128 page 982. That we have made a search of the record of the Suffolk County Clerk and/or Registrar's Office, and that said search shows that neither the said owner nor any predecessor in title of the said premises owned, in like ownership, contiguous property at any time since 9/11/70 except as follows: NONE That the applicant herein does not own any contiguous property, in like ownership,except as follows: NONE This certification is made with the intention of the reliance thereon by the Board of Appeals and�or Building Department of the Town of Southold. The limit of liability under this certificate for any reason whatsoever, whether based on contract or negligence, shall not exceed$1,000.00, and shall be confined to the applicant to whom this certificate is addressed, or the County of Suffolk. BY FOR THE COMPANY Swom to before me thday of JAN�004 JOHN TANGEL Notary Public,State of New York No.02TA5034075 r Qualified in Nassau cCLountY___y1 0 L7 Commission Exp O1�9� CHAINS OF TITLE Subject Premises: 1000— 113.00—05.00—005.000 Jackson's Landing, Inc. Dated: 12/15/69 to Recorded: 12/17/69 John E. Hurley Liber 6676 page 327 John E. Hurley Dated: 11!29/72 To Recorded: 11/30/72 Edith E. Jones Liber 7292 page 531 Edith E. Jones Dated: 11/17/71 To Recorded: 11/22/76 Edith E. Ramsauer Liber 8145 page 320 Edith Gadrielsen a/k/a Dated: 1/9/90 Edith E.Ramsauer Recorded: 1/16/90 To Liber 11000 page 16 Gigliola Allegretti Spiridione Allegretti Gigliola Allegretti Dated: 6/21/2001 Spiridione Allegretti Recorded: 7/11/2001 To Liber 12128 page 981 Salvatore Pane Salvatore Pane Dated: 6/25/2001 To Recorded: 7/11/2001 Timothy J. O'Neill Liber 12128 page 982 LAST DEED OF RECORD BY For the coo9pany Sworn to before me on this ay of 2004 I JOHN TANGEL Notary Nob02State oi TA5)`34075W York Quahtied in N8Ss30 County _ Commission Expuvs Ocr.3,iB91t' 7�r PREMISES TO THE WEST: 1000 - 113.000 -05.00-004.000 Jackson's Landing, Inc. Dated: 9/11/70 To Recorded: 9/14/70 Richard Pellicane Liber 6806 page 51 Richard Pellicane Dated: 2/4,170 To Recorded: 2/17/71 Joyce Orapeza Liber 6886 page 131 LAST DEED OF RECORD BY For the Com any Sworn to before me this �7 day of AA W 2004. JOHN TANGEL Notaty No.02,State i New York CommQualified ass on Exp es Octoun 2 l(, PREMISES TO THE EAST 1000— 113.000—05.00—006.000 Jackson's Landing, Inc. Dated: 12/15/69 To Recorded: 12/17/69 Denis R. Hurley Liber 6676 page 331 Denis R. Hurley Dated: 11/29/72 To Recorded: 11/30/72 Kenneth E.Ramsauer Liber 7292 page 529 Kenneth E.Ramsauer Dated: 8/19/93 To Recorded: 9/14/93 Arnold Baptist Liber 11644 page 72 Donna Horton Baptist, his wife LAST DEED OF RECORD BY For the Co pany Swom to befor me this day of cJANwµ -12004. jnHN TANGEL lew York Notary Pubic,S1a'� No.027A5034075 Qualified in Nassau Coo �„(�+ Comm�sswn Expires Oct 3 2 PREMISES TO THE NORTH 1000— 113.00—05.00—007.000 Jackson's Landing, Inc. Dated: 12/31/69 To Recorded: 12/31/69 Catherine M. Llewellyn Liber 6683 page 181 Catherine M. Llewellyn Dated: 4.!11/70 To Recorded: 4/14/70 James R. Lerro Liber 6729 page 135 Ruth H. Lerro,his wife James R. Lerro Dated: 1/30/01 Ruth H. Lerro Recorded: 3/15/01 To Liber 12107 page 955 Leonid Mouzykine Larissa Mouzykine, his wife LAST DEED OF RECORD BY For the Company Sworn to before me this 117 day of j/A 2004. A"�---- JOHN TANGEL YetK Notary public.State of New No.02TA5034075 ��� A Qualified m Nassaa County Commissson Expnes Oct.3.T'9W 1° MATCH ,,_ LINE i gpiC) FOR PCL. NO. SEE _EC. NO. . "i— i06-09-019 /�\' 239 p •�' S2 I �`n220 1 co -ISE 1.3 1,0 MCI r ��A �\�y � �j n, '22� �'A�9 4 t ` ;nf• L. soa \60 iii UPI •�" 3 ' °y 1J 1 41 .yds 19q q8J o 201 `448 i 1?23 �J� Q E o ✓ l LEO °3 Boz 64 ; 9 s✓ 17) S 100 100 ! �o 0 0 7 9 I's 101 i� $f;Cl('. 12CoF 1 127 �Sq 4„t 12505 i. D or FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ` � J ��` Y�•� -------------------------------------- FOUNDATION (2ND) 7 U( AZP ROUGH FRAMING& �A� �1�iln r 1 !! all t J 9 PLUMBING zU-)Aa (C l� INSULATION PER N.Y. STATE ENERGY CODE ja-j/� owe ' 19 nom, _ FINAL /�j?A^�?"'�`�- ADDITIONAL COMMENTS 7Q Z e JX o � - dm � a r U � � v m e y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Sun'ey_ www. northfork.net/Southold/ PERMIT NO. 0000 �i Check_ Septic Form_ N.Y.S.D.E.C._ Trustees_ Examined_ I t z ' 10 1 Contact: Approved t .20--y Mail to: Disapproved a c_ _ Phone: Expiration Z .20__ Building Inspector APPLICATION FOR BUILDING PERMIT /z DEC � T W Date—/ 2—` v 20 � _ - -- -� INSTRUCTIONS �a e completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition-six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY"MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature Vaphcant or name,if a corporation) _ Z45 JAM/4-rur AVE (Mailing address of applicant) IF" 3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �X Name of owner of premises �ahl� 6 1zG (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: ssS J tis 42"Z44 ; A97-1 ep, House Number Street Hamlet County Tax Map No. 1000 Section L� / 03 Block s Lot S Subdivision JAIY �S Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy eu/c/- Etc t)P4A,7T 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories+tom V , 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth n 10. Date of Purchase 6 Name of Former Ownerq 1,S4-wmuK 11. Zone or use district in which premises are situated �tS���PiU'W 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOWiII excess fill be removed from premises? YES NOX itJvy. l9?Z 7 14. Names of Owner of premises TM2a'tFPy 0XVaV Address Z46 Att4lL/J *k-' Pfione No. 6" Name of Architect�CA/(Gb�AddressM P�✓��Q� Phone No 2SL 6 7-$'--7Name of ContractorAddress 00 600 012,64W me"/&b 65W 3/6dr 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 weths nd?,* YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. �� ,L n 6 — �/ S 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 /) '` n&17*y being duly sworn, deposes and says that (s)he is the applicant (Name of individual signingcontract) above named, (S)He is the 44((f^" " (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 perforated in the manner set forth in the application filed therewith. Sworn to before me this /7J day of�, 20 O Ar��� Nary�lic Signa re of Applicant UNDAJ.Cn0°cR Notary Public,State of New York No.48225133,Suffolk Ccua(X7� Tern;E-Apires Decsajb�'J i,i BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ►i /Z 7-/03 APPLICANT:`(�y �� , DATE SUBMITTED: 2_ /iy/03 SCTM#DISTRICT: 1,000, SECTION: 1i 3 ,BLOCK: _ , LOT: -j SUBDIVISION13g,�y,�s ADDRESS: ITY: ZONING DISTRICT: CONFORMING? WC BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPs2234o-Z/C/0 Z- Vo ID , INFO Wn /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED VE NOTES: ow _ CATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE:a,�I9 REQ. LOT COV. _ACT. LOT COV. REQ. FRONT /-(o PROP. FRONT ✓ REQ SIDE i ACT. SIDE REQ. REAR -�u PROP. REAR ,/ REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: =T/ENGINEER: ��►� , WATERFRONT? V6 DESCRIPTION: iJ cT�_A,vZzs -' PANEL # 'V/ FLOOD ZONE: _X APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT or NO, (BED ft DTE:7 / 2-t-1 a, PERMIT#:Zla -01-002-7 TOWN SEPTIC RECEIP t;Y N NEW YORK STATE DEC: PRE-DEC 9/1/75e�pOr NO 4_T AA DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE _/_/_ PERMIT#: TO N ZONING BOARD APPROVAL: YES o DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMP N�E (SEE PAGE 2): 14D or NO NOTES: S S' FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: `- SF OTHER: SF INIT OTHER TOTAL TOTAL: A 2$4 SF FEE FEE FEE 2� a0 1. (< SF)- (Sy SF)= 3 4 3 4 SF X $ =$ 103C> +$ I,:TD +$ _$ l (c60 2. ( —SF)- (--SF)= SF X $ _$ +$ +$ _$ 3. ( SF)- ( SF)= SF X $ _$ +$ +$ _$ FINAL TOTAL: $ =a NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: / / Ground Snow Load:45 Wind Speed: 120MPH / Seismic Design Category:B Weathering: Severe '/ Frost Depth:36" / Termite:M-H ✓ Decay:Underlay:11 Ice Shield Temp: Design :YES ✓ Flood Hazards: P Y USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P RIP WAC in/� FULL FRAMING DESIGN ELEMENTSZ�J HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS&/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST M UIREMENTS: '! EGRESS 5.7 S.:F.VN LIGHT 8%:VN VENT 4%:04 NAILING/CONSTRUCTION SCHEDULE(9/N MEANS OF EGRESS: Vr/N PLUMBING RISER DIAGRAM:�N LOCATION OF FIRE PROTECTION EQUIPMENT: #/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS:Q/N TOTAL COMPLIENCE?LY/N(RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/17/03 Receipt#: 1731 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1731 Total Paid: $10.00 Name: O'Neill,Timothy 245 Jamaica Ave Medford, NY 111763 Clerk ID: LINDAC Intemai ID:84098 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/28/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Allegretti, Gigliola&Spiridone Wilson Dr. Hampton Bays NY Clerk ID: JOYCEW Intemal ID:29125 JUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES weeLWbL"✓b DkFF1[.-I NCy-'.✓EL.!- ,r/FFCo n1T P C'��OAl r sEPf/c- 1,,J REAR 105.LO FPERMIT COUNTY DEPARTMENT OF HEALTH SERVICES GZ {r v eraea PPROVAL OF CONSTRUCTION FOR Zv.a • m E FAMILY RES{OENCE N O ±1 2oH0017 m DATE {� APPROVED CC) \� u VA7VN INSPECTION REOUh4M FOR MAXIMUM OF BEDROOMS �- N "" Q SANITARY SYSTEM EXPIRES THREE YEARS FROM DATE OF APPROVAL 6 s g'HEALTH DEPARTMeNT >Lirte ' , T9.4.. y o , 2 e �` ' �2ab N O T E S TEST HOLE .OG1"'� ' �� � C J, � Z 1) SAME AS DIST: /GL'l') SEC : //$ .SIX: 5 TOP OF T.M.: *L- Js-1 v7 v .� J V / C.� ; LOT: 5 ON SUFFOLK COUNTY TAX MAPS. O tF�SEYJ q / q Y n THE EXISTENCE OF ANY RMT OF WAYS AND OR EASEMENT aR°w. si ry 10 24• �L. ".. -61't '`/ j OF RECORD,IF ANY NOT SHOWN.NOT GUARANTEED. ea wn7�OAH t°A 7) ELEVATIONS ARE SHOWN IN N6VO. 1429 DATUM S,,,, Sn.lO J '^•-., m r S 4) THE LOCATION OF WATER SUPPLY AND SANITARY SYSTEM, 9' 15cc) SHOWN AS PER 9DJA45WT DW4ER5 .NOT GUARANTEED. As.. yT o $) ( ) = PROPOSED GRADES. 0) ZONE • A7' 4C? wn.ea'ga+o ew.a 17 �y si r • 1 T) LOT AREA = 20997 5eacw.J P,NG S+ND i) SANITARY SYSTEM FOR UP TO 14)FOUR BEDROOM HOUSE: lop `j'+` N I Ira V J FiOE!ITY NRY/gN Rt 7/TLE/NS eo ov N.y. SEPTIC TANK-1000 GALLONS. .^ E Is �,sa 14 I SAFE HARBOR TMLE RGENC-y,I.TD i IMAUMORIZED ALTERATIONS OR ADDITIONS TO TML SURVEY IL A VIOLATION OF SECTION 730# OF THE IRYM YdYC STATE EDUCATIONLAW. 'COWES OF TNL SURVEY MAP NOT SEARING THE LAND SURVEYOR'S MCEO SEAL SHALL NOT VE COIYCBt®TO ISE A VALD TRUE COPY. of € •°e 'CERTFAdTOM INDICATED HEREON SHALL RUN ONLY TO TME PERSON FOR WHOM THE SURVEY 0 e'er a•>< �,- PFMARED,AND ON THEIR 9011ALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AD LOOM #ATT umm LISTED HEREON ,CCRYWICAT101K AM NOT TRAN6PERAKE TO ADDITIONAL WLTrnrTww OR IiUBSEOUENT OWNERS. SIC} w> [a 'THE OFFSETS FROM PROPERTY LIES SHOWRM HEREON ARE NOT INTENDED TO GUIDE N THE ELECTION OF FENCES,RETAINING WALLS,POOLS,BAG.ADDITIONS,AND OR OTTER CONSTRUCTION. /TIE �/�— V/v 5Q ,35't © COPYRIGHT BY ROBERT L HOLZMAN L.S.,AS PER ORKNINAL DATE MOM ON SURVEY. S Bi Tee N L,gNd�N S U R V E Y E '\'rFIP v., VO ET ,9S �'STif�7- �G \�..G bJG LO'/T' O �NO�'N OwE�/ SNOwN oN i. ,'ul- ���VK✓v1 `5 L�iIVD�NGy A7' Al ATT/TUG'` �TEb I6-N -+ �.3\�`,. DRTE CP F/LiNb: MAGµ 28, 1969 SIC-EHAP NO $'/$o `41 VHcT oZ a` ���4 MRTT/TU�k , 7owN OG SOU7NOLP , SUFFOcK COUNTY, NEW YORK ' © BY ROBERT B. HOLZMAN L.S. 2oo0 LICENSED LAND SURVEYOR , N.Y.S. LIC. # 49176 03 . aT iljv - (�� 1205 WALNUT AVENUE BOHEMIA , N.Y. 11716 REV./.. 5°-ND i"pp , REJ. 6L.DG. _ -' res-or : zEar's aDDso , �o Flr=c-D JPDgTG � PHONE # : 631 589 0261 FAX 111 . 631 589 4930 a-ro-oi : REVD tY L?�. SCALE ° .-t3-a t Rev'15E SaN. SYsYI i1FR :5--No :�••r".Ie,•/TS SUdC REF R/o-o/-OO't1 DATE : as. r2, Zcloo 0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,�/�go34'�fo"E i22� /os.00 ??a �('2°. g PINE TREE MeN SQ•Y' 21.4 • �7Y1 J co .- n Ql ko�y NOTES : y� 29_ a t W n 4=a 11 SAME AS DIST: /000 SEC : 113 31.0 LOT: S ON SUFFOLK COUNTY TAX MAYS. O C qc- FAJA/ 2) THE EXISTENCE OF ANY RIGHT OF WAYS AND OR EASEMENT O OF RECORD.F ANY NOT SHOWN,NOT GUARANTEED. S) ELEVATIONS AGE SHOWN N N6V0. 1429 DATUM. 0 R=20.GL0 4) THE LOCATION OF WATER SUPPLY AND SANITARY SYSTEM, L=48,15 JN " m SHOWN AS PER Wkx"e,wtC4Ro9 ,NOT GUARANTEED. y ` 5) oFc xrS ".J.Ie,.i•-J re �'o.J.JoA7,c.•� • • tit C-ERTIP�/ED OAILH To : �^' CiDe�1 Y NgTi Ca oP N.y. 4�s. c.s SHLe NAR5.A TlTL6 .46eMC'7,LTD 7i H orNY J. 0•.Nele L 'UNAUTHORIZED,ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 7209 - OF THE NEW YORK STATE EDUCATION LAW. s} 'COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SHALL NOT BE £ R> CONSIDER®TO BE A VALID TRUE COPY. 00 'CERTFICATIONS INDICATED HEREON SMALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 18 Esc PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING J er INSTITUTION LISTED HEREONCEFIC RTATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. L "'3�a 'THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT TENDED TO GUIDE N THE /�.pp INTENDED,z'„ ERECTION OF FENCES,RETAM4G WALLS,POOLE,BLDG.ADDITIONS,AND OR OTHER CONSTRUCTION. © COPYRIGHT BY ROBERT B.HOLZMAN LS.,AS PER ORIGINAL DATE SHOWN ON SURVEY. -�"9F / N G � ,3 .+ S U R V E Y S7+ T O>C LOT O MRP of c�°F .No NEW JAGKSof IPS LPAID/�/G-1 8.Hp O� A7 nlATT/rOCk DATE oP F7L/N6 : AIAf CH 28, 1969 F/Le HAo^/6 52.80 Rta MR7 17-UGK , TOWN or- -5oUTNo(-o , SUr POcK COUNTY, NEW YORK i1s BY ROBERT B. HOLZMAN L.S. 2oo0 Xi -LL D3 : s � e uur A�vG,serceN�. or CDRNELS �5491�6 ,�> LICENSED LAND SURVEYOR , N.Y.S. LIC. # 49176 8-1 -05 : EV. 1205 WALNUT AVENUE BOHEMIA , N.Y. 11716 3-Z-p�j; REV. '.S q oeoj�jp40 O=I SLAG. PHONE # : 631 589 0261 FAX # : 631 589 4930 CERT 5 gDDED , O F/EL0 UPDATa 0 -i3�o i :RRE��ye AN. srsreNX R a s� Ho cD-* /��rs scNc rza�zf* R/o-c--r-oo47 DATE : /2, SCALE : I" _ -�30 FILE :/cro- //3- s-s }JoJSB FAc.E T= cAsr SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES //V6 DWc/r /NG_r -v✓r=„ ,nl GRa,JT SopTC`�RpN7, ScPTrc- l,J R/nAR t R ros.oo ?oz CO ICZ: GG pNE TiP�g 274 � a 373 zn's - n C \�" O� t / n ' V �0 I to N O TES TEST HOLE 1) SAME AS DIST: /GW SEC: //3 BLK: 5 TOP OF T.M.: el-- /s.l (I /5. P—P44 22 LOT: S ON SUFFOLK COUNTY TAX MAPS. a �QZr �e�J 'e /_1 N Y 2) THE EXISTENCE OF ANY RIGHT OF WAYS AND OR EASEMENT sreow.I s/cvv \ \ O 24. /rz-L OF RECORD,IF ANY NOT SHOWN.NOT GUARANTEED. „V 3? a 3) ELEVATKMiS ARE SHOWN Si /J6VO. 1429 DATUM. fq� \•• P sAdO v .w I a ie.rro� 0 u 4) LOCATION OF WATERAnJT SUPPLY AND SANITARY G TE SYSTEM, VVY" s cry q, , 9 S .-, ^/ m O o SHOWN ACeN OWNERS . sz mce 6RN.f/N¢ $ANO 0 r, l.P /e 8' � �� 1 0 5) ) ) + PROPOSED GRADES. wAien rN fA.e � �,57 Fir 1 eaN vNe s.No wA7e /N fA4 MN /4 60 tfF . pp �, I r0• •-/ II a -0 of ZONE • R=4o s/c.rY g/,No ,7 A •R,?°yY I N 11 J3' = 2099 7 � wArea rN a LOT AREA - BRa.NN f/Ne ^a.ND 'sro I ?\ I D CECT/�/E� � -`f TO: m ,Q S) SANITARY SYSTEM FOR UP TO)4)FOUR BEDROOM HOUSE: 13 SEPTIC TAW'•ION GALLONS. °« �r SAfe NARaDR Tlr[-- R6EMc-f,c.TD 7//-I OTNY J. o•r./elc L 'UNAUTHORIZED ALTERATIONS OR==TO THIS SURVEY M A VIOLATION OF SECTION TM g'M/ OF THE NEW YORK STATE EDUCATION LAW. /Ir *T.H. 'COPIES OF THIS SURVEY MAP NOT REARM THE LANG SURVEYOR'S BMW SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRITE COPY. p� 9e 7 CERTIFICATIONS INDICATED HEREON SHALL RUR ONLY TO THE PERSON FOR WHOM THE SURVEY IS RED �� 3.c ec �.,S.i PREPA ,A/D OR THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LEMDWO mTTTUTION LISTED IIERCON ,CERTiiICAT10NS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. HEREON NOT GUIDE THE Z,77 \ 'ERECTION OF FOAM,REITAANG WALLS,POD",BLDG.ADDITIONS,AM O OTHER CONSTRUCTION. `I.JgC` k V/v 4• q �35r \ © COPYRIGHT BY ROBERT B.HOLZMAN L,S.,AS PER ORIGINAL DATE SHOWN ON SURVEY. ABw s rr.FwvE) C,of\ aV �,VG Ee 5T s �No/A" L,gNdIN € ,3 .4j .,, S U R V E Y �� ✓N REE7. AlMAP G� T �p-«eti OF LOT' 2c, MRP OF oWE� Hg GOF � ,JpCK/SoN `S LANb/�/Gy b4TEo Ie- N C-/ 8. y�� V\� r7? MATT/r()Ck �cP) G_r0-aZ 'Tit l� OATS of F�/N6 : /NAMCH 28, 1969 F/[EH9P �6 5280 "'l 4z' 4a MRTr/TUCK , 7ownl or- �UTNoL.O , SUFF'oc..lG coUNT`(, NEW YORK VAcc J7 I f k'd €.Fir ' ;' © BY ROBERT B. HOLZMAN L.S. 2000 LICENSED LAND SURVEYOR , N.Y.S. LIC. # 49176 b-t2-p3 : Re4 17 y 1205 WALNUT AVENUE BOHEMIA , N.Y. 11716 3-1-05: REV. SCUD / 1Fo RE/. bLOG. l res-or : Rr s gooc0 , No F/cLo �POA7� PHONE # : 631 589 0261 FAX # : 631 589 4930 e 2-ia o I .;a a/s_e O N. SYSTer/I FL-R Sc HO c�/.•r/-leNrs sr�lc rz�+* Rio-or-oo2-i DATE : tzc r2, 2a�o SCALE : /" - �. FILE :/aao- r/B- s-6 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUFFOLK COUNTY DEpARTWEr4T DF HEALTH SERVICES (OS.00 APPROVAL OF CONSTRUCTED WORKS FOR Q? I A SEIGLE Z7.4 Date MAIJ t4-s. ;ionCavcboen d to andlor 5 z?cr�alai found ('20 t)e saufaztrv/FOR fL, u—Goms. IV Waftry J. > H 11 i�WiTr!� F��ET li) Office of Wastewater ManagerriOnt. 094 M.A 8f 1) SAME AS DIST: 10W SEC: 113 13LK: 5 i o LOT: 5 ON SUFFOLK COUNTY TAX MAPS. 4L 5'y 2) THE EXISTENCE OF ANY RIGHT OF WAYS AND OR EASEMENT 4 N OF RECORD,F ANY NOT SHOWN,HOT GUARANTEED. 3) ELEVATIONS ARE SHOWN IN N&VO- lq29 DATUM. 0 1 ;W.' 9 t 0 4) THE LOCATION OF WATER SIMPLY AND SANITARY SYSTEM, SHOWN As PER ak)"not.merawme, ,HOT GUARANTEED. 41 4 ul > ol j J4ARjaoR J. owei�L •UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY 16 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. *COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL$HALL NOT BE CONSWEIM70 BE A VALID TRUE COPY. ZOO. *CERTWICATIONS INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM TIE SURVEY 0 C90 PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON ,GlEl"IFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS- THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GLOW IN THE OR OTHER CONSTRUCTION- L 510 00 ERECTION OF FE"CES,RETAX00 WALL$,POOLS,W.M.ADDITIONS,AND `-'P` 'tom/, •$9 @ COPYRIGHT BY ROBERT B.HOLZMAN L&,AS PER ORIGIMIlL DATE 040M ON SURVEY- S U R V E Y &f'iF- -5r OF= Z-OT MAP of -JACK!5wj 15� L-AarwAJ49 OF 9 A-[ Ajtq-rT17-0C1< EL C>A-ra o1- PYt-JAJ& : A-1A2CH 28, 1969 Z&-e-H4e^J0 AIPTr/7-()C-k , TOWN of SOUrf4i:y-C) , 6()FfOL,F', COUNTY, NEW --yop-l<- 12- it -04 F=WAt-. -soRvay By ROBERT B. HOLZMAN L.S. �Zooc:> 04 ; X�wao 4 . - @ i' -Z4-OS : 57-11Kc Our LICENSED LAND SURVEYOR , N.Y.S. UC. # 49IT6 6-IS-os : 8Lpc,. 1029 WILLIAM FLOYD PARKWAY, SUITE 3, SHIRLEY, MY 11967 5-1-05: REQ Sc140 PHONE #: 631-281-0162 FAX #: 631-281-0292 upr>ATft Emmommumom 4-fo-of :RRE� N. sYSTe NX DATE : r::er- t'Z, Soo ISCALE : ME 113- 5-s PeR 5-qo C. '40NI-ns GENERAL NOTES • ,� I THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK TYPICAL WALL FINISH ARCHITECTURAL GRADE ASPHALT/ - NATURAL CEDAR SHINGLES 3 WITH THE MA ALL BUILDING ASSEMBLIES, CONSTRUCTION AND EQUtPTMENT IS TO BE IN ACCORDENCE 12 / FIBERGLASS ROOFING SHINGLES PAINTED WHITE TRIM CODE OF THE STATE OF NEW YORK AND MANUFACTURES INSTRUCTIONS FLYING GABLES-TYPICAL RIDGE VENTS TYPICAL DIMENSIONS BEFORE AND DURING URING CONSTRUCTION, NOTIFY ARCHITECT OF 1X20N 1X6 RAKE - --- _ - _ - DISCREPANCIES DO NOT SCALE DRAWINGS o 1 X6 TRIM AT WALL 4 DEVIATION FROM - 12 THESE PLANS,UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE \\ 1 I 10 ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW DRAWINGS ARE THE COPYRIGHT OF THE ARCHITECT -lIL�L. .I I.- — _—__ — - - I - _,- - - __ REMOVAL 5 THE ORTECT HANDISLING OF ASBESTOS FOR THE DIS MATERIALS, G ENCE, PREVENTION, OR MILDEW NOT RESPONSIBLE HAZARDOUS MATERIALS, GASSES,FUMES, MOLD AND I_ � _J_ _i.,] _ r — - -- . fl f � r_ I E THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, - -- I I__ I-f - , -_ i J - - -- - -i - : . I _ I _ -__ - - -:- - --- - TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN -1 - -- _ - - - - 1 I i - - _ CONNECTION WITH THE WORK THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR i i I 1 OMMISIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS i, 7 THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED :. r -.L l _� :—� I_I_ _ - I- - i - -- - IJ OWNER/BUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS i - i I- -- _I I- - - - - -- SELECTED BY THE OWNER THE ARCHITECT, NOT CONTRACTED TO CONTROL THE r T . i ISI III 7 r r i_ T ■ . I I .C . ' — — __ CONSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED r r - - BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS I �' i !r i l l '_ i J I_I r_ 1 1 1 . `I : , - _ \\ 12 OR SUITABILITY FOR A PERTICULAR USE THE ARCHITECTS LIABILITY TO OWNER OR ANY THIRD 12 / r ' - ' ' i f , -- I i 1 ! ._�I i- _ _ � 'I r r \\\\ _ m + PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED 1 -�I - i ��-- 6 io b --_ _- - _ �� ' N 8 USE OF THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND - _ - _ ll ARE A PART OF THE AGREEMENT WITH THE ARCHITECT I `-L I WHITE ALUM. �= --i�', li -- il--I i - SF ELEV _ GUTTERS AND LEADERS �I I ' r . T - 1 7 1X4 WINDOW TRIM BACK PRIME ALL TRIM II T WIN ELEV R301.2 DESIGN CRITERIAVALUE R301 2 1 WIND LIMITATIONS' I � III � I ■ - U � GR OUND SN O W LOA D _ - ID ESIGN LOADSAD S FOR R W I NDOWS AN D� 45 PSF BASIC WIND SPEED 120 MPH DOORS5 SHOWN SEISMIC CATAGORY C IR301 2.1 1 WIND DESIGN CRITERIA-� WEATHERING I ISEVERE - - - --- _ _ - THIS BUILDING N G H A B E EN DE S IGN E D ' MOD/HEA FROSTLINE DEPTH 36„ MIN WITH THE FOLLOWING APPROVEDTERMITE PROBABILITY FOR BASIC ELEV Y - MODERATE WIND DECAY PR ABILITiICESHIELD REQUIRED SUGJESTED I SPEEDS OF 120 MPH ENCLOSED I I -f -- - - ' BUILDING)' FLOOR AF&P A WOOD FRAME - HAZARDS N/A , _ - - - - - ' CONSTRUCTION ! RAILINGS AS MANUAL WFCM . II I HOEDOWN STRAP THRU REQUIRED BY GRADE IF ' DESIGN GN LIV E LOADS PSF DEF I GLAss I M I 1 4” DIA. WHITE FIBER LOAD BEARING COLUMNS - - I NON SLEEPING ROOMSI 40 1 U360 THIS BUILDING IS IN A 120MPH - - - --' SLEEPING ROOMS 30 10360 WINDBORNE DEBRIS REGION STEP FooTlNcs 30 DEG MAX DECKS _ 40_ ! U360 1 GLAZED OPENINGS ARE REQUIRED j I ATTICS WITH STORAGE 20 U240 11TO BE PROTECTED AS PER THE ALL FOOTINGS TO ATTICS NO STORAGE 10 U240 I ' REQUIREMENTS OF R301.2.1.2 SEE I I STAIRS 40 U360 - - III I UNEXCAVATED SOIL OFFIC,g GUARDS/RAILS LOADIS ARE BASED ACTOUAL R SHEET A-5 _ - - _ _ _ _ _ - - �" "_ __ _ _ _ _ _ _ 301.2 1 4 EXPOSURE CATEGORYS. -- - - - NORTH B SOUTH B RIDGE VENC FFRONT ELEVATION --� MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B ROOF SNOW LOAD AS PER ASCE 7 DWELLING IN SEISMIC CATAGORY C IS 45 PSF(O 7)(1)(1)(1) = 32 PSF EXEMPT FROM SEISMIC PROVISIONS t ALL CONSTRUCTION SHALL I� RIDGE VENT 12 _ - 12 MEET THE REQUIREMENTS OFTHE „ CEDES QF NEW YORI(9TATFx. 8 MATCH RIDGE -\ 69/16 ArP,,PR/O'IVED AS NOTED DATE: B.P. OCCUPANCY OR FEE: 1'80 SY: 2 _ USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENT AT 71IS-1 tAA1 ION FOR THE WITHOUT CERTIFICATE IL FOLLOWING INSPEE CTIONS:FOUNDATION - TWO � 12 OF OCCUPANCY 1 FOR POURED CONCRETEUIRED 12 - - 89/8 - -.i 2. ROUGH - FRAMING A PLUM13ING BUILDING AREAS: SQFT 89/16 1 - - . _ - 3. INSULATION - n, CE 4. FINAL - CONSTRUCTION MUST CERTIFICATION IFI CAT ON i OF FIRST F BE cFLOOR LIVING G 1 N E FOR C.O.CO995 NAILING L--.�� G& CONNECTION$ ALL CONSTRUCTION SHALL MEET THE SECOND FLOOR OR LIVING 1 ,530 ' m P I FSE IJ„„ ,y REQUIREMENTS OF THE CODES OF NEW - � YORK STATE. NOT RESPONSIBLE FOR b1 12_ DESIGN DR CONSTRUCTION ERRORS. TOTAL LIVING AREA 3 5 55 s ,�I UNDERWAIEERTIFICATE OOA7A�E� REQUIRED sFELEv - COMPLY WITH CHAPTER alb' OPEN TO BELOW 489 - - — -- - - FLOO&DAMAGEPREVENTIION GARAGE AREA 606 - - r DC NOTaROCEEDWITH SOUTHOLD TOWN CODE. COVERED PORCH 47 FRAMING UNTIL SURVEY -- - - - OF FOUNDATION LOCATION PLUMBER CERTIFICATION SCREEN PORCH 106 WIN ELEV ---- _- — -” - HAS BEEN APPROVED. EN LEAD CONTENTBEFORE Approximate gross floor areas based an nominal material dimensions RTIFICATEOFOCCUPAiNCY Living areas Include first floor stairs and finished floor areas to the outside m mof house exterior walls and to one half of garage or open to below walls $OLDER USED IN WATER Garage area Includes one half of house walls to outside of garage exterior 0 SUPPLYSYSTEMCAAWpT walls Second floor open to below space includes stairs below Decks and - EXCEED 2/10 OF 1g LEAID. porch areas are from exterior walls to outside edge of deck/porch. FF ELEV ---__ - .. _ PLUMBING — - -_---- - 3 PLUMBING WASTE t I, F- a WATER LINES NEED _ i TESTING BEFORE COVERING ti II' l Nicosia � COMPLY WITH ALL CODES OF AFLH IT6CT PHD2 HOEDOWNS NEW YORK STATE & TOWN CODES 414 Main Street, Suite 203, Port Jefferson, N.Y 11777 AS REQUIRED AND CONDITIONS OF Telephone; (631) 928-4456 Fax (631) 928-9543 SOUIIIOLDTO WNhV.enCnICO51a conn. E-Mail. eric@encnlcosia conn SII I RIGHT ELEVATION - _' - - - - --_ I - - - - - r 1 - 1' - - - - - Y- L -- - - _ -- L - - - L SOUiAOLDiOWNPIANNNGBOAAp APPROVED BY J,4GK50N AVENUE! SDI11110LDTOWNTAUSTEES `V C'D ASC, MATITTUCK, N.Y. 1 AT�oEc COS��i��'` 9 NOTES & ELEV,4TION5- 1 t Ar a9 �F Job#: 030580 Scale: 1/4"=1'-0" .'; Date: 9/12/03 By: E.N. Rev: ELE NATION REFERENCE NOTES (2 12 R325.1 Approved numbers or addresses shall be provided for all new buildings in such 613/16 a position as to be plainly visible and legible from the street or road fronting the property MATCH RIDGE RIDGE VENT R13-5.1 Window and s shall be anchored in accordance with publ shed ma ufactu eesa recommends door ations to achieve the design pressure specified.a UNEQUAL HIP RID / \ GE VENT 4 Mullions shall be tested by an approved testing laboratory. Maximum mullion deflection= U175, Mullions shall be capable of resisting a load of 1.5 times the design RIDGE VENT pressure loads. / \\ 2 12 R703.1 The exterior wall envelope shall be constructed in such a manner as to prevent MATCH RIDGE 7 11/16 the 711/16 accumulation � Ion of water within the wall assembly mbl b 12 /' Y Y providing a water resistive barrier i ' �\ behind the exterior veneer as required by Section R703.2 10 R806.3 Vent clearance A minimum of a 14nch (25.4 mm) space shall be provided between the insulation and the roof sheathing at the location of all vents. Z/ \� R901. Roof assemblies shall be installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to ❑ protect the building or structure. Flashings shall be installed in such a manner as to j prevent moisture entering the wall through the joints in the coping, through moisture 12 / permeable material, at intersections with the roof plane or other penetrations or changes / _ lope. Roof coverings shall be applied in accordance i � PP dance with 6 12 h the applicable Pp provisions of ��� \ this section and the manufacturer's installation instructions. Underlaymentt shall i 6 conform with ASTM D 226, Type I, or ASTM D 4869, Type L Self-adhering polymer modified bitumen sheet shallcomply with ASTM D 1970. Asphalt shingles shall have self-seal strips or be interlocking, and comply with ASTM D 225 or D 3462. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing �\ nalls,minlmum 12 gage shank with a minimum 3/8-inch diameter head, Where the roof —. —7 sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F1667. Asphalt shingles shall have of six fasteners per shingle. Undedayment shall be applied shingle fashion, parallel to and r� starting from the eave and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be offset by 6 feet. In areas where the averagedaily temperature in January is 25d or less, an ice barrier that consists of a least two layers of uhdedayment cemented together or of a self-adhering dhering polymer modified bitumen sheet, shall be used m lieu u of undedaymentand extend from the eave s edge to a point at least 24 inches inside the exterior wall line of the building.. Underlayment applied in areas subject to high winds greater than 110 mph shall be applied with corrosion resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches on center. Flashing asphalt halt P �— shingles shall comply with this section. Base and cap flashing shall be installed in accordance with manufacturer's installation instructions. Base flashing shall be of either corrosion-resistant metal of minimum nominal 0.019-inch thickness. Cap flashing shall a \ be corrosion resistant metal of minimum nominal 0.019-inch thickness. Valley linings Hoz HOLOownls PHoz HOLoowlvs shall be Installed in accordance with manufacturer's installation instructions before applying shingles.Closed valleys (valley covered with shingles),valley lining of one ply of smooth roll roofing complying with ASTM D 224 Type II or Type III and atleast 36 inches (914 mm) wide or valley lining asdescribed in Items 1 and 2 above shall be permitted.Specialty underlayment complyingwith ASTMD 19 70 may be used in lieu of the lining material. A cricket or saddle shall be Installed on the ridge side of any chimney __ _ _ _ _ _ _ greater than 30 inches wide. Cricket or saddle coverings shall be sheet metal or of the _ — — — — — — — — — — — — same material as the roof covering Sidewall flashing. shall be by the step-flashing — method. Other flashing against a vertical front wall, as well as soil stack, vent pipe and REAR ELEVATION chimney flashing, shall be applied according to asphalt shingle manufacturer's printed instructions. EQUAL HIP ELEVATION CONSTRUCTION NOTES y — ROOFING: 6 NAILS PER SHINGLE ASPHALT/FIBERGLASS ROOFING SHINGLES 12 ` AND ACCESORIES - SEE CODE NOTES ABOVE. ` MATCH RIDGE 6 ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS REQUIRED ` TRIMBACKPRIMED,PAINTED PINE , RAKE TRIM: 1X2 ON 1X6, SPACE FOR 12 �,ACS v` SIDING. I ' 89116 _12 FASCIA: 1X6 CONTINUOUS VENT IN CEDAR SOFFIT IIP' 89/16 SIDING: CEDAR SHINGLES 6" TO WEATHER, ACCESORIES, WINDOW/DOOR DRIP EDGE, FLASHINGS, TAPED TYVEK HOUSE WRAP. ' \ - APPROVED U.L. LISTED FLUE CAP AND COLLIER WITH SLOPED STAINLESS STEEL CHASE CAP. CHIMINYS/FLUES TO BE S-0" MINIMUM OVER ROOF AND 2'-0" MINIMUM M W o HIGHER THAN NEAREST STRUCTURE WITH IN 10'-0". CRICKETS AND 12 FLASHINGS AS REQUIRED IN R808. SF ELEV o� - [WINEVa, ED b V i Eric N' icosia ARLHITeCT 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 LEFT ELEVATION Telephone: (631) 928-4456 Fax: (631) 926-9543 www ericnicosia com. E- °i Mail: ehc@ericnicosia.com @ Icnicosia.com APP . -- v JAGK50N AVENUE E�x apcy 1 Icgs� �F MATITTUCK, N.Y. NOTES ELEVATION5- z Job#: 030580 Scale: 1/4"=1'-0" Date: 9/12/03 A-2 o N By: E.N. Rev: P i� FOUNDATION NOTES it R323.1 In areas subject to decay damage and all wood in contact with the ground shall ' - require the use of approved pressure preservatively treated or decay-resistant lumber. t cut ends, notches h Subterranean rratermite control Termite drilled holes l h ellds, P es ure preservatively tree ed wood in accordance with the AWPA standards and or termite-resistant wood. Chemical soil treatment may also be nessasary depending on site conditions. 'll 79,_4„ R401 3 Drainage. Surface drainage shall be diverted to drywells or other approved '� I 8'-0" 23'-0" 27'-4 . 2V-0" away from foundation walls a minimum of 6 inches within the first 10 feet or swales shall be provided to ensure drainage away from the structure. 4"SLAB 4" MIN BELOW BASEMENT, R401 4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the PITCH TO 4"CAST IRON DRAW TO load-bearing values in Table R401.4.1 have been assumed. Compressible or shifting, DECKGIRDER PHD2 HOLDOWN BOLT PHD2 HOLDOWN BOLT 5/8" ANCHOR BOLTS 48" O C. DRYWELL soils shall be removed in conformance with R401.4.2 .SEE FRONT PORCH _ o LOCATE FOR LOCATE FOR - — — — — — — — — — — — — — — — — — — — — — — — — — — — — ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO i, iv I _ _ _ _ DO_OR_R O DOOR R O 1 HANDRAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. '( —� — — — — — — - — — — — UP ro NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION. - - - - - - - - - - - - - - - - - testing to Py o. zxe PPT 16°oc i �, PC srEPs 7"R i r•r PHD2 HOLDOWN BOL- ns ezhe a Po be in Materials with ACIuce concrete 318 or AST boldtso be Reinforcing f shall comply 5/8"TYP X GYP BD 3' r — — — with thea applicable standards listed in ACI 318 or ASTM C 1157. Relnforan steel and u1 BOLTED US PPT AROUND BURNER OR U ASTM 307 a LEDGER SEE I AS PER U L. LISTING U U — — — — — — — — — — — — — — — — — — — — nformance with j X FRONT FORCH O O O 5/8" ANCHOR BOLTS 48" 0 C. o N — —1 U/H o Q &CEILING I— MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,000 PSI @ 28 DAYS. ;LUE xCELLAR FINCONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS, HEAT ¢ o N PORCHS,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN Lrn 8506 BASEMENT SLAB O O CONFORMANCE WITH ACI318. NOMINAL SLUMP: WALLS 6, SLABS 5. i4 L H O 4"THICK 3000 PSI PC SLAB OND DOUBLE �O b _ SAND BASE OR SUBGRADE I R403 Concrete Footin s shall be sU orted on undisturbed natural soils. All exterior FJI 9 PPUNDER j W I UNEXCAVATED N footings shall be placed at least 3'-0" minimum below grade. The top surface of footingsshall be level. Changes in elevations and ajacent slope requirements shall be in L — HEARTH (3) 1-3/4"X 11-7I8"LVL GIRDER ON I �Q R506 GARAGE SLABconformance with R403. 3"DIA STEEL COLUMN ON4"THICK 3,000 PSI AIR ENTRAINED2'-0"X2'-0"X1'-0" P C FOOTINGS P.0 SLAB ON SAND BASE OR SUBGRADEWITH6X6 10110 WELEDR404 1Concrete Foundation Walls shall be constructed as set forth in section R404 and WIRE MESH, PITCH SLAB TO ACI 318. Bac�ll shall not be laced a ainst the wall until the wall has sufficient ar 48-0 I OVERHEAD DOORS strength and hgas been anchored to the floorgabove, orghas been sufficiently braced to prevent the ch is not uired for walls supportin F- than 4 feet of unbalanced backfill. R405.1 Foundation Drainage. Ada nage system s I� L - - L - - - - -1- - - - - - - - 1 _ L - - + - - - - - - - - � IEEAM ro L J - _ _____ -e }__ __ _ _ _ _ _ _ _ __ _ �-__ _ _ _ -__ _ _ _ _ _ z_} -_ ____ _ _ _ �o not required when the foundation is installed on well-drained ground or sandgravel v a o - T -� I- - 1 - IPOG N LyI � _ — J J .— . — —I I � I - � N � ' mixture soils according to the Unified Soil Classification System, Group I Soils, as •—I ¢„ N detailed in Table R405A. Other soils require require drains in conformance with R d m 13'-2" 8" 10,_2"- 10' 2" + A �, 405.1 around all concrete or masonry foundations that retain earth and enclose I MW O O 1 YN�� -4" I habitable or usable spaces located below grade. I 6 o 9 9 O g m o R406.1 Foundation dampproofing. Except where required to be waterproofed by a — I ¢ I - o x /��—I— I 0 I Section R406.1&2, foundation walls that retain earth and enclose habitable or usable �D I N F- I ' � o spaces located below rade ' w � A P g shall be dam roofed from the h to of a I PP p the footing to the o m o `" �, o d z — F I - 'v 6 finished grade by applying one of the listed dampproofing or waterproofing materials .• ,i, N I m - listed in Section R406 .In areas where a high water table or other severe soil-water I0 1 o q m o q I conditions are known to exist e g X Z U L _ I exterior foundation walls that retain earth and enclose x o 4 o P o I habitable or usable spaces located below grade shall be waterproofed as per R406.2 a8 I Q Qo LL 1 R407 Steel columns.All surfaces (Inside and outside) of steel columns shall be given a 3 o 3 1 1 18 20'-4n 1 8" t for stant and coated steel. W — — — — — — — — — — — N m X J' I — — _ — —5/8"ANCHOR BOLTS 48" O.C_ — 1 +9 plate shadmanufactured ll be bolted toshop coat of heo der antlstive paint, Phenbottomewd'�thtanll adjustable mns withtep bearing < K v 1 _ —.— '— _ _ — -1. Q bearing plate embeded In the concrete slab y ads on - - - - - — — — — —• 1 - - - m N �- — — — — — — — — — — — — — — — — — — — 5/8" ANCHOR BOLTS 48" O.C. 16` - - - - (3) 1-3 4 i i FRAMING NOTES ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARCH#2. PRESSURE E, /^ PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2. 79'-4" TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED VERIFY KITCHEN LAYOUT, 23'-0" 27'-4" CENTER ON SINK 21'-0" NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER, NOTCHING AND 5'-6 1/2" 5'-1 1/2" 6-11" 12'-7" T-10" BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH (3) 1-1/4"X20 Ga pHD2 HOEDOWNS AF&PA WFCM, STRAPS AT 1 KING PHD2 HOLDOWNS AND JACK STUDS - FWG60611 C 3 i° DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS SOLID - RAILING BLOCKING UNDER NON LOAD BEARING PARTITION . _ - 3.2X10 5 I JOISTS TO 0 o _ io i° 3-2X10 CONFORM TO MANUFACTURERS iv 4 6068 FWH 6068 FWH iv D\�/ �o i � �� U DN c o m �oy� 'v JOISTS/RAFTERSHALL BE LOCATED DIRECTLY OVER TOP PLATES. ¢ m Z w (3) 1-314"X9-1/4" LVL (3) 1-314"X9-1/4"LVL w a O 3 'o 13,_4„ 7.6 v ? 0 , 3068 - a x = I 3-2x4 ^' Q� SOLID BLOCKING/SOLID WEB STIFFINERS AT ALL SUPPORTS. DIAPHRAM 9 ° BLOCKING AS INDICATED, NAILERS FOR GYPSUM BOARD CEILINGS AS a w w m 2,_0„ 6„ 6„ I 26,-6„ Lr u- w � � 2-2X10 ° ti v REQUIRED. FIRE/DRAFTSTOP CHASES AND PORCHS. o < < m < a SCREEN m 22'-e' ,I o KITCHEN a PORCH °� rIMBERSTRAND LSL j -0 NOOK b O fn LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS 1 0 0 a 2 KING, 1 JACK siuos F- o O = rn E=2,000,000 psi, Fb= 2800 psi, Fv=285 s' 11 ¢ Z 00 0 5/4"X4"CEDAR `5! '$ Q W CEILING ON _ 0 O 5/8"TYPE X GYPSUM BOAD ON P P P UL g O Z F a? c II - FIRST FLOOR F- WALLS, CEILING AND BEAMS WITH O I 1 < Z z ¢ v w X F- ¢ CO 1/2"TYPE X GYPSUM BOARD ON d LVLS TO HAVE MINIMUM OF 3" BEARING, NO HOLES ALLOWED IN LVLS. o (7 < o v X °d F GREAT RO O m W INSIDE FACE OF HOUSE WALL io w r — — — — — !, 0 t � Z O V! W N n� U) ROOM UD II O ADJOINING GARAGE. Q = DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER ', 3 r z O w g a l u� rn l WITH A MINIMUM OF 2 ROWS OF 16d NAILS 12" O.C., 3 ROWS OF 16d _J j z o J F ° m O VOLUME CLO _ GARAGE I_ J r NAILS 12" 0 C. FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS ' ° LL o N ¢ m o o UNDER PONT N 4"THICK 3,000 PSI AIR O LL `r v INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF V , w wZu. 13'-9"+-HIGH BALLOON FRAME 2X6 LOAD ABOVE I NED P.0 SLAB ON -, Z a LL o o TIMBERSTRAND LVL STUDS 16"0 C 4� ¢� NOT A BEARING WALL w SAND BENTRAIASE OR SUBGRADE ZZ � I SIDE LOADED MULTI-PLY BEAMS, BLOCK AT MID HEIGHT O 4" 3'-2" ¢ X 0 a' v w v T-8"" - p4' V °i _ WITH 3X6 10/10 WELED WIRE w X - CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING O?y , ��i.� 14"DIA LOAD BEARING 2468 3070 MESH, PITCH SLAB TO ¢ - °? HANGERS, AS PER MANUFACTURERS INSTRUCTIONS. �0 p� FIBERGLASS COLUMNS v iv OVERHEAD DOORS Q M O CLOSET O 2-2X10 HDR iv - 5' ' b iv (3)1-3/4 x9-v4' - 2868 U L LABELED, 3/4 HOUR, SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS, iv ,BEARING PTN (3) 1-3/4"X 9-1/4" FLUSH LVL p - FLUSH LVL '° v ` d' _ _ _ _ _ _ -_ - _ ___ _ _ .d ___ Y _ _ _ _ �� _ _ _ ro SELF CLOSING FIRE DOOR L — — _ — 2-2X400 w m HEADER AND SILL STRAPS HOEDOWNS, SHEAR WALLS, ETC. 'I - - - - _ - _ - _ _ _ �' _ ry pyo N 3070 - �- - O ` - - - - r — _ — 4-2x4 N N NOT INCLUDING UPLIFT 8 HOEDOWN CONNECTIONS. q MUD RM o _ _ _ 3 1-3/4"X 11-7/8" LVL- M NAILING SCHEDULE - MINS. AF&PA WFCM REFERENCE �? 0 4" 5'-0" 4" d _ 10'-4" DESCRIPTION - Common Nails #/NAILS NAIL SPACING PANTRY B _ LL O v �� 9 d 10,-4„ 2X8 RR 16"OC fo - 2468 8070 _ !bC 8 0 p 4" , 2X6 CJ 16"OC 2-2X10 'a x I w h NOT A BEARING WALL W J ROOF/CEILING: 1 ¢ 4° 6'-0"+ _ H $'CIA STEEL COLUMN TO - X N o ° U �, m- p ¢ w e Roofing Shingles 6 roofing malls per shingle H- O 2'-0"X2'-0"X1'-0"P C _ _ o N ¢� to 1- FOOTING °� _ o Structural Sheathing- Interior Zone 8d 6" o.c edge, 12"D.C. field ° N I O ,� a o - N X m m Structural Sheathing- 4' Perimeter Zone 8d 6"o.c edge, 12" o.c. field ¢ 20'-8" X 'v 120 mph - Sheathing- 4' Pedmiter Zone 8d 6" o.c edge, 6" o,c. field I 4,. 13'_6,. m o 4 -8" _ 8" 13,-4,. F 4„ 9,-4„ „ 13,_4„ Q „ ' P 6 I' 'a BATHv PARLOR r~n n b O�D 00 - N 4 A Sheathing Flush and Flying edge, BED ROOM 4 N UP 9 @ y g gables ad 6" o.c edge, 6" o.c Feld p F o w y -- RafterfiopPl Flush and (toe-nailed)Flying gables 3 8d perorafter o.c Feld 120 mph - 4" Xs FOYER a - �, ren � m uo `; EI!, +2Xe RR 16 OC- — 6 Ceiling Joist/Top Plate (toe-Walled) 3-8d perjolst VOLUME CLG d - d, 2xs of 1s'oc N Ceiling Joist/Parallel Rafter(face-nailed) 3-16d each lap if CJ not on top plate i +� rn X DINING _ Ceiling Joist Lap at Partition (face-nailed) 3-16d each lap 1,3/4'.X 9=1,14 LVL _$RX10 `1' _ (2) 1-3/4"X 11-7I6"MICRO-LAM x (2) 1-3/4"X 9-1/4" WL d. _ _ _ _ _ _ _ „ 9' CEILING,ON N Colter Tie to Rafter(face-nailed) 2-1 Od per tie 3-1 Od req @ 120 mph zones - 'W24210 i; z-Ix PosT FIRST FLOOR Q p Blocking to Rafter(face-nailed) 2-8d each end TW3 52-2 d Ell, m TW3052-2 N ✓yo2N Rim (fascia) to Rafter(end-nailed) 2-16d each end Gypsum Board - Ceiling 5d cool 7"o c. edge, 10"o.c. field rn y. 2rn 5X8 Gypsum Board -Well 5d cool 7"o.c. edge, 10"o.c field 68 Structural Sheathing- 8d 6"OLD edge, 12"o.c. field j 2-2X10 �' ti 2.2X10 " - v `� 5/4"X4""JCEDAR d`� Top Plate to Top Plate (face-nailed) 2-16d per foot + TW3052.2 _ _ _ _ -P011CH _ _ _ _ TW3 52-2 Top Plat at intersections (face-nailed) 4-16d joints-each side o p Stud To Stud (face-nailed) 2-16d 24" D.C. DP30MULL 2-2X10 HDR WITH m 12"DIA FIBERGLASS COLUMN WITH Header To Header(face-nailed) 16d 15" o.c. along edges TYPICAL _ _ 2-2X4 TOP PLATE - I HEADER IN 3"X 18 GA. STRAP Top/Bottom Plate to stud end nail 16d per stud ( ) !' DOWN THRU COLUMN To(4) 10d Top/Bottom Plate to stud toe-nailed 2-10d per PPTSTEPs Bottom Plate to Floor Joist/Rim ) 2-16d per foot , _ NAILS AT GIRDER ' FLOOR: - „1 T-1" 9'-9" 4'-2" T-0" T-0" 4'-B" 4'-8" T-0" T-0" 10'-6" 10'-6" Structural T&G Subfioor- glued & 6d 6" o.c edge, 12" o.c.field. Joist to Sill/Plate/Girder (toe-nailed) 4-8d perjoist 21'-0" 14'-0" 9'-4" 14'-0" 21'-0" Bridging to Joist (toe-nailed) 2-8d each end t Blocking to Joist(toe-nailed) 2-8d each end 79'-4° Blocking to Sill or Top Plate (toe-nailed) 3-16d each block WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING VERIFY ALL QUANTITIES, ROUGH OPENINGS, 9' CEILINGS ON FIRST FLOOR Ledger Strip To Beam (face-nailed) 3-16d each joist MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS/DOORS AND BEFORE FRAMING OPENINGS. Joist J Ledger To Beam (toe-nailed) 3-tad per joist ' Band Joist to tloist(end-nailed) 3-16d perjolst EXTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING = DP30. Band Joist to Sill/Plate (toe-nailed) 2-16d per foot I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF. INSTRUCTIONS I I, I i 1' 1 o I I, 1{� WIND BORNE DEBRIS PROTECTION KEY NOTES l I I' LIST OF ABBREVIATIONS _ WIND BORNE DEBRIS REGION. Areas within hurricane prone regions Within one mile R309 1 286 �r Nicosia APPROX. APPROXIMATE _ of the coastal mean high waterline where the basic wind speed is 110 miles per houror _ 8 FIREDR� 2'-8" WIDE 3/4 HOUR U.IL. LABELED SELF CLOSING FIRE DOOR APA, AMERICAN PLYWOOD ASSOCIATION _ greater; or where the basic Wind speed is equal to or greater than 120 miles per hour. �R309_2rSEPARA_TIO_N J 5/8" TYPE X GYPSUM BIOAD ON WALLS, CEILING AND AIZGH IT�GT BP � 'BEA, POC ET _� R301.2.1.2 Intimal pressure. Windows in buildings located in wind borne debris regions BEAMS WITH 1/2"TYPE: X GYPSUM BOARD ON INSIDE CO 'CA S(DN MO,NGXIDE DETECTOR, __ _ shall have glazed openings protected from windbome debris. Glazed opening protection FACE OF HOUSE WALL,ADJOINING GARAGE. 414 Main Street, Suite 203, Port Jefferson, N.Y, 11777 NITS C'M.U. M.U'. EM@NTMASONRY U _ for windbome debris shall meet the requirements of the Large Missile Test of ASTM E Telephone: (631) 928-4456 Fax: (631) 928-9543 DP DE 91 N PRESSURE RATING 1996 and of ASTM E 1886 referenced therein. Wood structural panels With a minimum I M150 XE1 H_AU_ST _ SOLID METAL CLOTHS DRYER EXHAUST DUCT TO r PC POURED CONCRETE ROOF RAFTER protection icnes of 7/16 16Inch two-storyd a maximum span of 8 feet shall be permitted for opening EXTERIOR WITH DAMPER, INSTALLED IN CONFORMANCE www.erecnicosia.com. E-Mail: eric@ericnicosia.com FJ,CJ R�2 FLOOR .PRE$CEIUNG.JOIST, _ I' buildings. Panels shall,be precut to cover the,glazed WITH R1501 AND MANUFACTURER'S INSTALLATION APp D BY II -PPT_— PREUNS PE.RSER ATIVE TREATED WOOD _ openings with attachment hardware provided. Attachments shall be provided in INSTRUCTIONS AND DEETAILS r, a A/�o JACKSON AVENUE U.L. '' 'UNDERWRITERLABORATORY accordance With Table R301.2,1'.2 or shall be designed to resist the components and G24371MAKEUP AIR J PROVIDE MAKE-UP AIR FOR INSTALLATIONS VENTING 200 CFM /art wg�c Nocosy Irk MATITTUCK, N.Y. O.C. ON C NTER$ACING cladding loads determined In accordance with the provisions of the Code -- DRYERS IN CLOSETS TrO HAVE MIN. 100 SOIN OF MAKEUP AIR TYPIGAt FIRST FLOOR PLAN II T` —DETECTOR 2-1/2"#8 SCREWS 16"O.C. (12" 0 C. IF PANEL I$ 0") M1505 _ _ ON FAN WITH SOLID METAL DUCT TO * ) SD INTSRCO NE ED SMOK OVER 6' VENT 50 CFM VENTILATION I` R MINUB _ SHUTTERS A1�R'�N ALL'B IN CO FORMANC FOR H'AME PRAMS 6U LD NQS M150 /6EXTERIOR WITH D'AMPIER INSTALLED IN CONFORMANCE W/ d, .k. + + ob#: 030580 Scale; 1/4"=:1'-O" ASSOC PL a , Date: 9/12/03 By:IENRe Al �o I r. Zo r t I` PLAN REFERENCE NOTES JI R308 Glazing at hazardous locations shall have glazing protection in conformance with R308.In general, glazing in all doors &fixed side panels. Glazings less than 60"above surfaces of tubs, showers,etc. Glazing with in 24" arc of doors in closed position with sills less than 60" above floor. Glazings over 9 square feet and less than 18" above floor. Glazing near stairways/landings. See compleate text of R308.4 Glazing for specifics on I " - locations and exceptions. II R308 6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing Lc s 50'-4" 23'-0" 2T-4" 13'-0" R309 Garageopening P g protection and separation required to be as noted and in g�_0�� conformance with R309 .Garage floor surfaces shall be sloped to facilitate the movement of ! „ „ „ „ entry Y r liquids to drain toward the main vehicle ant doorway. I' 6" 8'-1" 6'-4" 81-1.1 4' 4-10 4-10 4 8'-4 8'-4" 4" 3'-8" R310 1.1 All emergency escape and rescue openings shall have a minimum net clear t 98SO12D SO FT LIGHROOMT 2-2x4 MULL opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear opening � B 8 SOFT UGNT REO (8)1-1/4"X 20 Ga 10.91 SOFT PROVIDED POSTS width, 44" max sill height - - - _ - - - - - - ._ — _ - - - - � � (2) 1-3/4"X11-7/8" g STRAPS AT 1 KING — — — — — ip TW3046 — r TW3046 TW3046 TW3046 LVL VALLEYS I AND JACK STUDS _ _ _ . _ _ _ _ �_ L _ FINAL, INSTALLED STAIRWAYS ,HANDRAILS, GUARDS SHALL BE INSTALLED IN 2-2X10 P3040.2 P3040-2 'b 3.2X10 Q FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS ') I I GIF2INGS0^MIN NOT RESPONSIBLE FOR THESE INSTALLATIONS. FROM SHOWER 2X6 RR 16"OC 2X8 RR 16"OC 9-1/4"LVL (3) 1-3/4"X9-1/4"LVL 2X4 OT 18" OC 2X4 CT 16"OC TEMPERED GR OR LASS v P 2Xfi ICJ 16"OC 2X8 CJ 16"OC — — — r— — — — _ R314 Stairways shall not be less than 36 inches in clear width at all oints above the — _ _ _ g / AR31 re w — — — — permitted handrail heI ht and below the TIMSERSTRAND LSL 9 q red headroom height. Handrails shall not 2 KING, 1 JACK STUDS _ 8'CEILING zaxm project more than 4.5 inches on either side of the stairway and the minimum clear width of 9'TRAY CEILING p / / N / _ / the stairway at and below the handrail height, including treads and landings, shall not be 226 4 " STUDY 1 4"MASTER BDRM 1. o // 0" 4" 3 manmumteadils are rdepthshallbeovided on t95incoless than 31.5 inches where a es.nfoemancewhrR31429Mishumheadroom6'-8". All j I / o 13'-9"+.HIGH BALLOON 4\ T-4" 4" 2'-0" I 26 327 SO FT. LIGHTROOM REO / T-41" = z `° stairs shall be provided with illuminationin accordance with Section R303.4. Enclosed 19 o v z / p ]0 B3 SOFT PROVIDED / accessible space under stairs shall have walls, under stair surface and any soffits protected rQ � U U FRAME 2X6 TIMBERSTRAND iD O w ; ® m v m• - \ / on the enclosed side with 1/2-inch LVL STUDS i6"O.C.BLOCK (o iD p / r m gypsum board. l /AT MID HEIGHT �. N m \ mCi V / U M _ !' 'l X in ,p `� o I / / N z y - R315 1 Handrails having minimum and maximum heights of 34 inches and 38 inches, C NON — 'v \ ° v / /°� respectively, measured vertically from the nosing of the treads shall be provided on at least ' OPEN BELOW 0 4 coMeus � N O 2668 z I one side of stairways. All required handrails shall be continuous the flength ' •i TABLE a _ u full of the I - stairs L� 4 � o c / ,MAST R BATH with two or more risers from a o : FIRE$rOP IN h pmt directly above the to riser of f w I \ , P a flight to a point directly CHASE AT FLRs a 2x8 RR 16"ob I / / e'CEILING m _ above the lowest riser of the flight Ends shall be returned or shall terminate in newel posts or ty terminals. Handrails adjacent a wall shall have a space ot less cLGs — — — — — — — — — — — — - — �\ =G 8 ] - O e'(CEILING \ \ \ 1 7,1 / /// '• 1 I N g m I a haveinchecircular bet ss section ween ofll a1-1/4 da han minimum to 2g5 8 nochesnof h maximum, Edgeshall HIALL O I radius of 1/6' . 9 ! c / ' v I`— — — — — — F — — — DN — 4 — — — — — — — — _ / — — — — — — — — � w w m a total rise of more tR316.1 Guards are o be e30 inches hes above the flomum 36 inches or or grade below shall have m) in height Open sides of stairs with I IN / 1 O ' w i LAUNDRY / / \\\ s-2X10 FLUSH CJ HDR 4'I 2668 4" 9'-6" / 4" 240" 411 26813 O" 6" -10" " Iw- UJ (Second stside) not ns tguards arhan 34 e ecomenes in ight mo sung vertically from the nosing of guards e t eads. j II t A SL I n 4 5-0 6 12488 668 \ — - v O / a - \ 'w PUMP R317.1 Single and multiple-station smoke alarms shall be installed in each sleeping room, 6 I \ outside of each separate sleeping area in the immediate vicinity of the bedroorl each zxa RR 1s"oc \ additional story of the dwelling, including basements.The alarm devices shall be ,. 2X4 CJ 18"OC WASH _DRY O \ - o g OPEN // < `��°Ig`<� \ Access I ry - ROOF BELOW �J c - I / z \ HATCHs U = � _ \ BELOW O � � Interconnected in such a manner that the actuation of one alarm will activate all of the 9 \ ox e'cEiLMc / \ J� - x I alarms in the individual unit.The alarm shall be clearly audible in all bedrooms over r SOLD METAL E1(HAusr I N' "d' \ _ d v / I ¢ - / + background / 5'-0" \ ro o z / I v iu q noise levels with all intervening doors closed. All Smoke alarms shall be listed ! i 8•CEILING m Z / 8'CEILING w m o and installed in accordance with the provisions of this code and the household firewamin th I 3 BATH �* o BEDROOM 3 \\ CLOSET Y \ equipment provisions of NFPA72. 9 i I � m / BEDROOM 2 x / T-2" ^o o 16"OC 13'-4" \ 9'-4" 4" / 13'-4" rn m 4" T-4" \ \ 2x6 C1 2X8 J OC R319 1.2 Wall and ceiling finishes not including trim, door or window frames shall have a \ flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a /4"LVIL eveloped index of not than 450. R322 e L — _ _ _ — — — — — / — — — — — — TW24210 _,'� — _ — — —LL L22X 10 V \ \• _(2) W011 C331FIXED / f — — — — — TW24210 \ ROOF BELOW 6 R10011d Masonary chimneys shall ber shall be installed struon otedaencho eldtsuer si ortede ofd Bind nation. _ _ _ PP reinforced as • rn 2x4 cRi 16"OC 1, L J !I required in this chapter and theapplicable pprovisions of Chapters 3, 4 and 6 with applicable ; P 2X8 RR 16"OC clearances to combustibles and firestO In . v' I 2X4 CT 161,CC Y Q I n I I m rn R807.1 Attic access. An attic access opening shall be provided to attic areas that exceed I o 2-2X10 2-2X10 . 30 square feet and have a vertical height of 30 Inches or greater The rough-framed ! i opening p P t Y — _TW3 48-2 _ — ) I TW3 46.2 — — j �� other readily accessible location. A 30-inch minimum unobstructed headroom in the attic i .I I - - - - - - - - shall not be less than 22 inches b 30 inches and shall be located in a hallway or — -- — space shall be provided at some oint above the access opening. See Section M1305.1.3 : TYPICA- ROOF BELOW for access requirements where mechanical equipmentis located in attics. '' J L4'-2" T-0" T-0" 4'-8" 4'-8" T-0" T-0' R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed 4'-2" lighting fixtures, fanmotors and other heat-producing devices or separated in accordance 14'-0" 9'-4" 14'-0" with the conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the requirements of Section N1101.3. 37,-4" 13,_0„ I � i i 1 i i II'II ! �rIG Nicosia I I � I R807 ATTIC ACCESS: WE:ATHERSTRIPED3/4" Ran PLYWOOD HATCH IN 22"'X32" FRAMED OPENING ARC,R / �11E T / i" m ATnc (�rL�jl !� WITH DOUBLE CJ AND FRAMING HANGERS ' { 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 '! Telephone: (631) 928.4456 Fax: (631) 928-9543 II{ www.edcnicosia.com. E-Mail: erlc@ericnicosia.com II' AFI. A.90 -JACK50N AVENUE i4 c HIco�4 CoA MATITTLICK, N.Y, * ; * SECOND FLOOR PLAN wf e� Job#: 03058U Scale: 1/4"=1'-0" lI Date: 9/12/03 By: E.N. Rev: L r v:,: I I ENERGY REPORT Compliance Is determined by'usa of The USDQE software approved bythalisecrelgrylof 2x10 RIDGE Bo: state',,The'general"grovislons',vf tfle New i ork 3tafe-Eagrgy Qgrisarvatton Construction RIDGE VENTS TYPICAL Code, Chapter 5 SOCtloda $02,503,5,04 and SOS,shall be mat., 72 MECcheckComplianceR6pgri 'I 10 New York,State Energy Conservation Construction Code MECcheck Software Vers ion 3.5 Release 1a 2x10 RIDGE BD. COUNTY Suffolk HOD,5750; TYPE: Detached 1 Family, HEATING-Non-Electric ----- --- COMPLIANCE: Passes ' l Maximum UA= 551 2x4 CT 16"O.C, Project UA, " 543 1 Gross F -Glazing ; i 1,5% Better Than Code Area or Cavity Com. or Door R-3 ` R-30 R-19 WITH Perimeter R-Value R-Value ,U-Factor UA - 4 Ceiling 1: Flat Ce li ng. 7tlBAFFLES 1995 30.0 0.0 _ - Wall 2 1,' x4, 16" o.c. '2179 13.0 0a 128 R-30 Well 2: 2X6; 16"o.0. 770 ,19.0 0.0. 46 Window 1: Andersen Low E - 460 0 340 158' SEE NAILING SCHEDULE, SHEET A'4 FOR 12 / J ' Door 1: Andersen Low E 120 0.340 41 SEE NAIG AND SHEATHING NAILING A- + ' Door 2: Solid-, partial glazing 36 0:220 8 16' AB EN B ACE - - Floor 1: Wood Joists 199 5 ' 19.0 0.0 6 m m m 94 I , ROOF CONSTRUCTION: �\ "�� 12 Boller 1: 82 AFUE min. ARCHITECTURAL GRADE, 6 NAILS PER SHINGLE �- - R-19 R-310 " I �, 6 Electric A/C 10 SEER min. ASPHALT FIBERGLASS ROOFING SHINGLES ON WALL INSUL 15#FELT ON 112"COX PLYWOOD COMPLIANCE STATEMENT: The proposed building represented In this document is li - consistent with the building plans, specifications, and other I 9 P P th r calculations submitted with _ Y-_ this permit application.The proposed systems have been designed to meet the FIRESTOP New York State Energy Conservation Construction Code requirements. I ALL FASCIA GUTTERS 8 LEADERS ON -� - 1x6 FASCIA W1 CONT.VENTED SOFFIT ,� i(2'GYP BD. WALL CONSTRUCTION. R-13 ARCHITECTS SEAL, SIGNATURE AND DATE IN TITLE BLOCK. CEDAR PERFECTIONS 6"TO CAT WALLWALL INSUL �II'' WEATHER ON' OR EQ. ON TWEK" ERGY NOTES: 1/2"COX PLYWOOD ON STUDS @ 16"O.C. WITH MID HEIGHTT EN INSUL AND 1/2"GYPSUM BOARD Ceiling1: Flat Ceiling R-30.0 cavil insulation. " GARAGE 9 Y n. Ventilation baffles. i'. G BALLOON FRAME 2X6 FINISH FLOORING ON �TIMBERSTRAND LSL WALL 3!4"NAILED AND Wall 1:2X4 , 16" o.c., R-13.0 cavity Insulation UPLIFT CONNECTIONS GLUED I sruos 16'o c Wall 2:2X6 , 16" o.c., R-1 9.0 cavi insulatign Windows: U-factor: 0,340: Andersen - Low E Glazing. SEE PLANS TBG PLYWOOD � - ' ' FIRESTOP ATI'GIRDER I Illi Door 1: Glass, U"factor: 0.340:Andersen Dr. ' Door 2: Solid, U-factor: 0.220: SteeUFiberglass.Dr R-19 R-19 TYP FLOOR INSUL Floors: Floor 1:Wood Joist, Over,Unconditioned Space, R-19,0 cavity insulation SILL CONSTRUCTION: RIM BOARD AND r SQUASH BLOCKS + I HVAC Equipment: Installed in conformance with Section 503, Boiler: 82 AFUE MIN. j 2x6 PPT SILLS ON SILL SEAL ON AS PER I-JOIST 4 Electric A/C: 10 SEER min. APPROVED TERMITE SHIELD WITH SPECIFICATIONS = ro� 5/8"ANCHOR BOLTS 48"O.C. _-�- Air Leakage: 502.1.4Joints, penetrations, and all other,such openings In the building 'I ' envelope that are sources of air leakage must be sealed as specified in 502.1.4.2. ', 8"P.C. FOUNDATION - " DAMPROOFING AND 4ML VAPOR BARR Recessed lights must be Type C rated and installed,with nopenetrations sealedo r gesketed to prevent air, leakagaintd the un-cdnditiond space.Vapor Retarder to be on the warm-in-winter side of allnon-vented ceilin s w II '& oors.1.0 perm max. g , a a fl 0 Materials Identification:'Materiais and equipment muaf be identified so that compliance 8"X 16"CONTINUOUS/KEYED P.C. FOOTING „ a" P.C. SLOB can be determined,and' muSt be insf ')latl'in accordanceI 1 II - a -with the manufagtureYs installation Instructions'and code, Puctinsulatiori taCti}ffonh'withSBcti,on,503 I FOOTINGS TO _ Fireplaces mu at inetalladwittl tight flttillg non combustitilefireplaca tlCdrs , "J VIRGIN solL and must be provided with a'source of combustion air, os required by the building - ' code Service Water Heating to be Installed in conformance with Section 504. Insulate ! '! - • ___ ___.-___ T circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping l - - Insulation to conform with Section 503. " , I • i SECTION A-A I ROOF RAFTERS TO j RAFTERSA T RIDGE •'''I d E OUTLOOKIFLYING GABLES PROVIDED: I 48d COMMON NAILS IN EACH NAIL ROOF SHEATHING WITH Sp NAILS 4" O.C. END OF 1-1/4" X20 Ga. STRAP 16" TO 4'1 FROM GABLE END.USE HT7/RT7 O.0 OR 2X4 COLLAR TIES IN HOEDOWN AT 2X6 LADDER FRAMING 16" O.C. UPPER 1/3 OF ROOF 16" O.C. \ BALLOON FRAME ALL GABLE END ROOF RAFTERS TO STUDS WALLS OR BLOCK/BRACE GABLE OR PORCH GIRDER VENTING TO BE IN CONFORMANCE ENDS TO 10' INTO CEILING DIAPH M _ _ _ _ WITH CHAPTER 31-VENTS 3" MIN, VENTS THRU ROOF h , 4-8d COMMON NAILS IN EACH 1,5" <-1.51. lEND OF 1-114" X20 Ga. STRAP - OR --2" X1.25" WC -1'5„ LAV USP RT10 OR SIMPSON LTS18 WASHER WC LAV CONNECT RAFTER TO PLATES STANDPIPE 3 SHOWER / 3 2"�1 s LAV NAILS PER MANUFACTURER. 2,. SHOWER „ 2„ 2"' _ AND PLATES TO STUDS WHERE TUB NOT ALIGINED WASHER l C STUDS TO STUDS �- SHOWER BATH 5 FIXTURE BATH 1 FIXTURE UNITS 5 FIXTURE UNITS 6 FIXTURE IUNIT5 AT SECOND FLOOR I III , L N EACH SIMILAR AT GABLE END WALLS If 3„ WC LAV 3 c 4-Bd COMMON NAILS I o END OF 1-1/4" X 20 Ga. STRAP. 1.25" 2' � I u DW 2 SHOWER SINK WINDOWIDOOR HEADER STRAP AT 2 EACH JACK STUD: 1-1/4"X 20 GA STUDS TO,BAND JOIST SHOWER BATH � KITCHEN? FRESH REIN r ^ I' STRAP WITH (4) Sd NAILS EACH END AND FOUNDATIONric Nicosia 5 FIXTURE UNITS 3 FIXTURE UNITS AND USP MP4F OR SIMPSON LTP4 - 4-Bd COMMON NAILS IN EACH END OF p / PLATE AT SILL TO BAND JOIST. 1-1/4"X 20 Ga. STRAP 16" O.C., WRAP 3"WASTE a ,, 'TGT HOUSE TRAP 1 " UNDER SILL OR USE USP MPI OR - SIMPSON LTP4 PLATE 32" Q.C. CLEAN OUTS AS REQUIRED 4" HOUSE DRAIN t" 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 BY SECTION P3005.2 'f Telephone: (631) 928.4456 Fax: (631)928-,9543 518"ANCHOR BOLTS 48"' O.C. WITH y 1/2'APPROVED COPPER 4" CAST IRON SLOPED TO www.ericnicosia.com. E-Mall erir@encnicosia.com E APPROVED SANITARY SYSTEM t 3"X3";SLOTED SQUARE WASHERS - SUPPLY LINES APP DC3V ..IACK50N AN/ENUE USPISIIIviPSON LBPS 5/8" �pED Aqo PLUMBING RISER DIAGRAM �� q �ggsti�r K Q WIT, ri�r. tij 4 . F RAP-I G TO'8E: LVANIZED ASTM RADE 38 MIN. u n ST N GA SCHEMATIC NO SCALE a I, I� GY 1 �1 ' r TYPIGAL'U ' if CONNED IlNS, a Jbhf# 'x}300 SraleC .1/4 ,R1 -0 I, a n I �D i' 1, a � f "I u",, v�e al'A Y .eb' ,1. �,? SI• 1u'1k1 y, _ rl +NI:♦" - ' _ ' _, , .,., ' .' . ..',.. -. .._,..,'..,V- ., i .:„ .._N,,.i.,.,,.r:,.i _e,..,. y' , .-”,.n... ,...,.t r-, .M.,I.,,.�_.:.�s W4.a.d,u,,r,..i-,,hpo .,.:r,„':.''ry,.r a, .._:.,,..-.._rel�..a.._vA.,.:�. _1 -...._.I...F,Nr'. ..1 v.d..:n n..r.4.u.i�....a..,.r i.r,.1,kV.aaJ4.e1r,.'_1 r'.9°M1:.,�,.�4,.-'rk,_x i.`Il,,.��.L,n,+:,...Y..'. .A,x,_.ti,.1m wh,Bttly°y._!_n5 p-t..�u..a k.k. .-.'. ,. .♦'_.a.,....l..r.1.���.,,.r.-,1k',c,...' `:'.w'.:,xr,a.,....x..'e.�Yi'„,,.,.....t.... . : .,: �r".,..3,.,,,;," , ., :W_'...�,�/,,...I�...e.L....C t_...:...r C,,l, .k �,s%+m"h-re'`N'N.r'..rea.t,'�_i .1 .,.t ,'o•'. _' :r:„I"„',� _ - _. . i ',,'C',k. .- ,Jy.N.`:ch.,. .. .,..a.i+w..i: s,1-"'.,.(.-Avt- a ''' ' ' .Y..a. '-1.x,,,. ,..:r.',:,a�,�'.,t.s'..'t;r.o<.„.�,sxc•"v.dr4„.w,,.�5,x°,ua.7b�s Y}A'Is1,�.^,rn.re1'�raJNnIw.1�.' c,,li"" I,fr,r1a ��1, !% ,..� .�