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HomeMy WebLinkAbout31645-Z fi Town of Southold Annex 11/21/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37285 Date: 11/21/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3380 INDIAN NECK LA PECONIC, SCTM#: 473889 Sec/Block/Lot: 98.-1-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/30/2005 pursuant to which Building Permit No. 31645 dated 12/2/2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE-FAMILY DWELLING WITH COVERED FRONT ENTRY AND ATTACHED THREE-CAR GARAGE AS APPLIED FOR The certificate is issued to North Haven Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0102 10-27-2014 ELECTRICAL CERTIFICATE NO. 31645 07-08-2011 PLUMBERS CERTIFICATION DATED 08-05-2011 Rescomm Plumbin f Autho ' Signatu 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. 31645 Z Date DECEMBER 2 , 2005 Permission is hereby granted to: PHILIP MARCO PO BOX 383 PECONIC,NY 11958 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3380 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 098 Block 0001 Lot No. 002 . 003 pursuant to application dated NOVEMBER 30, 2005 and approved by the Building Inspector to expire on JUNE 2 , 2007 . Fee $ 2 , 664 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 Fe-t'r t - 3 i 1, Li S- -M o us,.,. 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 I%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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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$15.00 '/ Date. LO ` 9,/- 7 New Construction: X. Old or Pre-existing Building: (check one) Location of Property: 3 �O - Tyt(,C& Alp C (c La-n-a- House No. ^r Street L Hamlet `t Owner or Owners of Property: , d-'rfl cuve, S I Suffolk County Tax Map No 1000, Section t4 Block Lot Subdivision Filed Map. Lot: Permit No. 3 �j Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) On Fee Submitted:$ �� scant SignatuXe ,*pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 � P.O.Box 1179 ► • ion roger.riche rt(ci)_town.southold.ny.us Southold,New York 11971-0959 COMM,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anthony Sages(Carl Argila) Address: 3380 Indian Neck Lane City: Peconic St: NY Zip: 11958 Building Permit#: 31645 Section: 98 Block: 1 Lot: 2.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: Rocky Point Electric License No: 32644-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat 1-oil Duplec Recpt 63 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures Smoke Detectors Main Panel 2-15 A/C Condenser 4 Single Recpt Recessed Fixtures CO Detectors 2 Sub Panel 2-10 A/C Blower 4 Range Recpt gas Fluorescent Fixture 8 Pumps Transformer Appliancesr3]3 Dryer Recpt 20a Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 300a underground service, 39 dimmers, 148 incandesent lights 8 exhaust fans,6 paddle fans Notes: Inspector Signature: Date: July 8 2011 81-Cert Electrical Compliance Form pF SO!/ I' NOV 2 0 2014 17pj l Town Hall Annex �O Tel phone(631)765-1$02 54375 Main Road 41 ax(631)765-9502 P.O.Box 1179 G 7 Southold,New York 1 197 1-0959 �O BUM DING DEPARTMENT j�1 J /' -Fri, TOWN OF SOUTHOLD U �, NOV 14 1 -� IL TO 5 i r, T` r�[1) jI CERTIFICATION Date: Building Permit No. �I q Owner: (Please print) t �� Plumber: �- -5e0 n (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%0 lead. (Pl bers Signature) Sworn to before me this day of 201 _ ''' C ►A 1�1i1r iliblc•�1oM d ISM IMI NQ��t�J1011�10 ANO h lIA111 My CWM*0 n#'"M Notary Public, SACAkQ—County 4-1ve n T.�, �- M.1802 BUILDING DEPT. INSPECTION X11 FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: i v OF DATE °� � �I � � � INSPECTOR �s pf SOpjyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. vJ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR pP SO(/lyo6 `(�7- ��, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ��� DATE �3 INSPECTOR ` TOWN OF SOUTMOLD BUILDING DEPT. r 765-1802 � INSPECTION ok ` [ ] FOUNDATION IST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �. .� FRAMING / STRAPPING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: d- �.e A DATE ` � � ' INSPECTOR 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] "INSULATION GH PLOG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CMTRtffM [ ] FIRE RESISTANT PENETRATION REMARKS: SfL LYL 0 DATE INSPECTOR SO(/ryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: t3t- � o DATE 0 INSPECTOR of so TO NOF SOUTNOLD BUILDING DEPT. d �r 765-1802 INSPECTION w [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ J FINAL [ 1 FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I l RRE REsisrAutr CONS rnucnoN ] �n�staKr roNErnurwN I I ELECTRICAL(ROUGH) �LECiRICAL(FINAL) I REMARKS: K'K' DATE � � ' INSPECTOR` FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------------ FOUNDATION(2ND) b Wz -o o,,7u c o. ROUGH FRAMING& PLUMBING 1 � , l 1 yS INSULATION PER N.Y. y STATE ENERGY CODE FINAL DITIONAL COMMENTS 1—ab 0 z oa m 4� y °z d 44 O H N TOWN OF SOUTHOLI r - ,` ` BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT i Do you have or need the following,before applying? TOWN HALL 302005 Board of Health SOUTHOLD,NY 1197 4 sets of Building Plans TEL: (631) 765-1802 ? Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. -� _ Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20 Mail to: Disapproved a/c ' 1 Phone: Expiration 20 qI _ �/ L , f�,Q 77 uildin sect APPLICATION FOR BUILDING PERMIT Date p , 2065-- INSTRUCTIONS 0GINSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 h rein described.The applicant agrees to comply with all applicable laws, ordinances,building code, hous c nd regul ' ns, and to admit authorized inspectors on premises and in building for necessary inspections. I (S f 'c ame,if a corporation) (Mailing address of app U ant) (_ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �f'(� 1;163'7Cy emll?VL (As on the tax roll or latest deed) .=11V If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. � h Plumbers License No. <1 �10 Electricians License No. Other Trade's License No. Q� 1. Location of land on which proposed work will be dgne: House Number Street Hamlet County Tax MQNo. 00 Sect on Block © / Lot Z 3,Subdivision �j�`,� sir Filed Map No. z Lot z (Name) 2. State existing use and occupancy of premises d intended f proposed construction: a. Existing use and occupancyrD b. Intended use and occupancy S� Fr 3. Nature of work(check which applicable): New Building u--"" Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost rio DO i U 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars 3 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 cv--* Depth �✓/� Height N /-- Number of Stories Dimensions of same structure with alterations or additions: Front v f4- Rear Depth '0V Height eLl - _ Number of Stories 8. Dimensions of entire new construction: Front / 10 Rear 170 ' Depth 3 t/ Height 3 D ' Number of Stories Z 9. Size of lot: Front Z �( Rear Z C1 S Depth 10. Date of Purchase T 9V Name of Former Owner W41 O 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 ✓ N' O Will excess fill be removed from premises? YES ANO AJ 14. Names of Owner of emises co Address Phone No. `T1� Name of Architect J6A4 L Address "P kit h Phone No - Name of Contractor Address Phone No. �-g 9 �Q 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 -4;, Rz / 4being duly sworn, deposes and says that(s)he is the applicant (Name of individual ng contr t) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 200) Not ublic a r ant JUN-03-2011 09 : 11 AM P. 01 . �O�'�► yam_ � Town Hall Annex Telephone(631)765.1802 54 P.O.Main Road ahg—hams T 22,, nv.0 O.Box 1179 roamr.n rtc�t?`"` tl. SovtlicK NY 119714959 BUILDING DEPARTMENT TOWN OF SOUTHOLD AP PLICA ION M ELECTR19AL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Ocw S L/L/3 ; X.,C A2)- ,(J. Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: }�ti�T�/U.c� /_� r^( �cLaiG *Address: *Cross Street: *Phone No.: Permit No.: 1 L LK Tax Map District: 1000 Section: 13lock:_� Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Ap — _4q'nL li *Is job ready for Inspectlon: YES I NO Rough In Final *Do you need a Temp Certificate: (VECO NO �- 5�"t ��12 i 4 ( � si ,"(, fe-1c�.1 d Temp Information (If•needed] w9_ � ��, "Service Size: 1 Phase 3Phasa 900 150 200 3a0) 350 400 Other 'New Service: Re-connect (Undergrouno Number of Meters Change of Service Overhead Additional Informatio n : PAYMENT DUE WITH APPLICATION 8241equest for Inspection Form /�/� 51v— � 51're f� LL":i fi First American Title"Insurance Company of New York 633 Third Avenue, New York, New York 10017-6706 www.FirstAmNY.com (212)922-9700 (800)437-1234 FAX: (212)922-0881 (888)3FATICO FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK Does hereby certify to: THE TOWN OF SOUTHOLD That it has caused a search to be made in the Office of the Clerk of the County of Suffolk, State of New York, for the period from 4/23/1957 to date against the premises described in Schedule"A"herein and premises adjacent thereto on all sides, and has found only the returns set forth therein as to the premises described in Schedule"A"as they bear on record title' and does hereby certify that the owners of the premises described in Schedule"A"herein and have owned the same in single and separate ownership, as defined by law, during this period of time, except as otherwise shown herein. This CompMrtifi 's h bility s limited to One Thousand and 00/100 ($1,000.00) Dollars under this ate for negligence only. FIRS ERICAN TITLE INSURANCE COMPANY OF NEW YORK d d L. Winston,Title Officer Title No. S343649/SS Dated November 28, 2005 Member of New York State Land Title Association Title No. S343649/SS FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK One Old Country Road Carle Place,New York 11514 HOWARD L. WINSTON,being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place,New York, and is over the age of 21 years and that he is Title Officer of First American Title Insurance Company of New York. That under his direction, title was examined to the parcel of land described on the annexed Schedule and labelled Parcels A, B, C, D, E and F. That said examination, dated November 28, 2005 discloses a chain of title to determine if any contiguous property was owned by an owner of the property involved since the date of any previous Zoning Ordinance as of April 23, 1957. And, that this Affidavit is made to sist the Board of Zoning Appeals to the Town of Southold,to reach any determi ion which requires as a basis, therefore,the information set forth herein and knowing: 11 well that said Board will rely upon the truth thereof FIRST AMERI TITLE INSURANCE COMPANY OF NEW YORK Howard L. inston, Title Officer Sworn to before me this �_Jj t,Day of November 2005 "1' &J/-f � ,..__ -- MARY E.OUBON � Notary Public, State of New York No. 4755518 Cuallfied in Nassau County Commission Expiree June 30, a7 DESCRIPTION Title No. S343649/SS PARCEL"A": (SUBJECT PREMISES) ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk, and State of New York,known and designated as Lot 2 on a certain map entitled, "Map of East Hill, Section 1" and filed in the Office of the Clerk of the County of Suffolk on November 29, 1973 as Map No. 6044. ALSO known and designated as District 1000 Section 098.00 Block 01.00 Lot 002.003 on the Suffolk County Tax Map. PARCEL`B": (Adjoining North) Lot#3 on"Map of East Hill, Section 1" filed 11/29/73 as Map #6044. Also known and designated as District 1000 Section 098.00 Block 01.00 Lot 002.014 on the Suffolk County Tax Map. PARCEL"C": (Adjoining West/North) Lot 4 and part of Lot 3 on Map of East Hill, Section 1"filed 11/29/73 as Map #6044. Also known and designated as District 1000 Section 098.00 Block 01.00 Lot 002.015 on the Suffolk County Tax Map. PARCEL"D": (Adjoining South) Lot 1 on Map of East Hill, Section 1" filed 11/29/73 as Map #6044. Also known and designated as District 1000 Section 098.00 Block 01.00 Lot 002.002 on the Suffolk County Tax Map. PARCEL`B": (Adjoining West) Lot 5 on Map of East Hill, Sectionl" filed 11/29/73 as Map #6044. Also known and designated as District 1000 Section 098.00 Block 01.00 Lot 002.006 on the Suffolk County Tax Map. PARCEL"F": (Adjoining East) Indian Neck Lane STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston,being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place,New York, and is over the age of 21 years and that he is Title Officer of First American Title Insurance Company of New York. That the above ' the true description of the subject premises and of the adjoining premises as shown o the records in the variance search under the above captioned title number. FIRST CAN TITLE INSURANCE COMPANY OF NEW YORK How Winston, Title Officer Sworn to b ore me this a,94-Day of November 2005 "e A(4,/� MARY E. DUBON Noinry Pu li- 4 tate of New Yolk oualified in Nassau Cou Nes Juno 306t pa pflmmission EXP CHAIN OF TITLE FOR PARCEL"A": Title No. S343649/SS George R. Leslie and Flora S. Leslie Dated 1/2/35 -to- Rec. 1/4/3 5 Lukas Pontino and Katherine Pontino Liber 1796 Page 353 (Katarine Pontino died 12/24/53 Index#I76T1967) (Lucas Pontino died 9/23/56 Index No. 900P1956) John Pontino and Joseph Pontino Dated 12/14/70 -to- Rec. 12/15/70 John Pontino Liber 6855 Cp 34 John Pontino, an undivided one-half interest Dated 12/14/70 -to- Rec. 1/3/74 Joseph Pontino Liber 7562 Cp 522 Joseph Pontino Dated 11/20/74 -to- Rec. 11/21/74 John Pontin Liber 7754 Page 248 Pontino Dated 12/11/82 -to- Rec. 12/17/82 Philip Marco Liber 9285 Cp 578 (Last Owner of Record) ITLE FOR PARCEL`B": George R. Leslie and Flora S. Leslie Dated 1/2/35 -to- Rec. 1/4/35 Lukas Pontino and Katherine Pontino Liber 1796 Page 353 John Pontino and Joseph Pontino Dated 3/21/77 -to- Rec. 3/28/77 Robert A. DiPietro Liber 8210 Page 378 (as to Part of Lot 3) (Continued) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston,being duly sworn, deposes and says: That he resides at One /thhains Road, Carle Place,New York, and is over the age of 21 years and that he is Tof First American Title Insurance Company of New York. That the above aof title as shown on the record in the variance search under the above tle number. FIRST ATITLE INSURANCE COMPANY OF NEW YORK Howard Title Officer Sworn to before me this aq� Day of Vovember 2005 YnAtAr NARY E. DUBON ` Notary Publio, State of New York N o.4755518 Oualified In Nassau Count Commission Expires June 3o. O CHAIN OF TITLE FOR PARCEL`B": (Continued) Title No. S343649/SS Robert A. DiPietro Dated 3/23/79 -to- Rec. 3/29/79 ` Judith L Randlett Liber 8603 C 56 ✓ Y� p (As to P/O Lot 3) Judith Lynn Randlett Dated 4/9/2002 -to- Rec. 5/6/2002 Judith Lynn Randlett and Thomas Burdy, as joint tenants Liber 12184Cp 362 With right of survivorship (Last Owners of record) CHAIN OF TITLE FOR PARCEL"C": George R. Leslie and Flora S. Leslie Dated 1/2/35 -to- Rec. 1/4/35 Lukas Pontino and Katherine Pontino Liber 1796 Page 353 John Pontino and Joseph Pontino Dated 3/21/77 -to- Rec. 3/28/77 Robert A. DiPietro Liber 8210 Cp 378 (As to Lot 3) Robert A. DiPietro Dated 9/12/77 -to- Rec. 9/23/77 Mary Ann Thilburg Liber 8313 Cp 18 (As to Part of Lot 3) / John Pontino and Joseph Pontino Dated 12/3/77 v -to- Rec. 12/6/77 Robert A. DiPietro and Edward Dart Liber 8354 Page 598 (As to Lot 4) (Continued) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston,being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place,New York, and is over the age of 21 years and that he is Title Officer of,.I.qrst American Title Insurance Company of New York. That the above are the truedin .vf title as shown on the record in the variance search under the above captione i1 number. FIRST AMERI ,'TITLE INSURANCE COMPANY OF NEW YORK Howard L. nston, Title Officer Sworn to before me this AW Day of N vember 2005 MARY E. DUBON Nolary Public, state of Now York No. 4755519 Qualified in Nassau Count Commission Expiroo June 30, 7 CHAIN OF TITLE FOR PARCEL"C": (Continued) Title No. S343649/SS Robert A. DiPietro and Edward Dart Dated 6/22/79 -to- Rec. 6/27/79 Edward Dart Liber 8649 Cp 316 Edward Dart Dated 4/2/81 -to- Rec. 4/20/81 Henry F. Praus Liber 8990 Cp 373 (Henry F. Praus died 8/10/89 Surrogate#1771P1989—Richard F. Lark, Executor) Richard F. Lark, As Executor of the Last Will &Test. Of Dated 2/10/90 Henry F. Praus, deceased 8/10/89 Rec. 2/14/90 -to- Liber 11017 Cp 268 Susan C. Praus (Last Owner of Record) CHAIN OF TITLE FOR PARCEL"D": George R. Leslie and Flora S. Leslie Dated 1/2/35 -to- Rec. 1/4/35 Lukas Pontino and Katherine Pontino Liber 1796 Cp 353 John Pontino Dated 11/19/74 -to- Rec. 11/22/74 Joseph Pontino Liber 7755 Page 15 Joseph Pontino Dated 12/26/74 -to- Rec. 1/2/75 Helen Pontino Liber 7775 Cp 445 (Helen Pontino died 2/3/05, Surr. #503P2005 —Daughter Marilyn Goodwin, Executor) (Continued) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston,being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place,New York, and is over the age of 21 years and that he is Title Officer of First American Title Insurance Company of New York. That the above are/ees of title as shown on the record in the variance search under the above caumber. FIRST AMLE INSURANCE COMPANY OF NEW YORK Howard L. e Officer Sworn to before me this �11%DayofN ve er r- _^MARY 1. DUBON'"°' Notary Public, State of New York No. 4755519 C'Q C Vied in Nassar Gouts kW CHAIN OF TITLE FOR PARCEL"D": (Continued) Title No. S343649/SS Marilyn Goodwin,As Exec. Of the L/W/Tof Helen Pontino Dated 6/23/05 A/k/a Helen M. Pontino, deceased 2/3/05 File 503P2005, Rec. 7/27/05 -to- Liber 12399 Cp 951 Marilyn H. Goodwin,Deborah M. Pontino, Joseph H. Pontino and Steven R. Pontino (Last Owners of Record) CHAIN OF TITLE FOR PARCEL"E": George R. Leslie and Flora S. Leslie Dated 1/2/35 -to- Rec. 1/4/35 Lukas Pontino and Katherine Pontino Liber 1796 Cp 353 John Pontino and Joseph Pontino Dated 2/25/75 -to- Rec. 4/15/75 Richard L. Horton,Jr.and Debra S. Horton Liber 7824 Page 545 Richard L. Horton, Jr. and Debra S. Horton Dated 4/1/76 -to- Rec. 4/8/76 Joyce A. Williamson Liber 8015 Cp 33 EOF ai Dated 5/29/84 ` Rec. 6/8/84 oductions, Inc. Liber 9577 Cp 597 (Last Owner of Record) ITLE FOR PARCEL"F": ~- Indian Neck Lane STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston,being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place,New York, and is over the age of 21 years and that he is Title Officer of First American Title Insurance Company of New York. That the above are the true cha'X of title as shown on the record in the variance search under the above captioned t �Iyxlulliber. FIRST AMERIC ITLE INSURANCE COMPANY OF NEW YORK Howard L. W n In, Title Officer Sworn to before me this 19 66 Day of November 2005 01- MARY E. DUBON a Notary Public, State of New York No. 4755519 Qualified in Nassau Goun commission Expires Juno 30 $07 pF SOUjyolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G.2 • Q Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC. 3, 2007 CARL ARGILA 50 HILL STREET �I�P� ���r� jew,c/ 11�AA7 SOUTHAMPTON,N.Y. 11968 To Whom It May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not on file. (Enclosed) No Electrical Certificate on file. e Check is not on file —�4jo No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) ) )I Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals Final Planning Board Approval. BP#31645-Z (N/D @ 3380 LESLIE RD., PECONIC,NY-OWNER: C.ARGILA) o�*pF SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CIO 'tic Southold,New York 1 1 971-0959 �l �4UNTI,N BUILDING DEPARTMENT TOWN OF SOUTHOLD Occupation or use is unlawful without a Certificate of Occupancy. December 12,2008 Mr.C.Argila 34E Main St. Smithtown N.Y. 11787 Re: 3380 Leslie Rd, Peconic We are unable to complete your Certificate of Occupancy because of the following reasons:: (/ An application for Certificate of Occupancy is not on file. (Enclosed) �No Electrical Certificate on file The Check is not on file - $ �00 'No Final Health Department Approval on file. No final inspection has been made. y-�No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval BP# 31645 New Dwelling *pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol BUILDING DEPARTMENT TOWN OF SOUTHOLD December 20, 2011 North Haven Trust 40 Prince St Apt 313 New York, NY 10012 Re: 3380 Indian Neck Lane, Peconic TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. --ZA fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 31645 — New Dwelling SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCoUNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 11, 2012 North Haven Trust 40 Prince St, Apt 3B New York, NY 10012 Re: 3380 Indian Neck Lane, Peconic TO WHOM IT MAY CONCERN: The olio 'ng Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) —E�/A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 31645 New Dwelling Young & Young "\N „ 400 Ostrander Avenue, Riverhead, New York 11901 9&Lot 3 ' 631-727-2303 �bdrVlSion O Howard W. Young, Land Surveyor � IN u5Q5t Hi// 0 0 Thomas C. Wolpert, Professional Engineer • < (D Section /„ 3 . ��� APPIWA lATE Robert C. Tast, Architect it � kown� u� n� LOCATION of Ronald E. Pfuhl, Landscape Architect �$ 576°�6 r. 4 SANITARY SYSTEM o ,30��� m N Douglas E. Adams, Professional Engineer $ �0 6 W W w E \or rym' HEALTH DEPARTMENT U5E V ry nAx I Jill'� / SUFFOLK COUNTY DEPARTMENT OF HCA�i H SERVICES N Q / g �y PERMIT FOR APPROVAL OF CONSTRUCTION 54 L � / g - ► FOR R A 8 SINGLFAMILYRSIDENCl jj%1 0 : Q Q r y n r Lot 2 / DAT H.H.J. RE N0. o g 8 n !14 �� m //- ,� APPROVED $ -0, BRUSH d WOODS FOR E!+!A;,I para 01= _BCDROOMS a /^ EXPIRES THREM" GARB FR fill 0 �7 DATE OFAPPROIJAL < �<QYQj yC Z i� < / I °JI 150, SURVEYOR'S CERTIFICATION gF „/'�- JU I m , 40 3r mo °o., 7r NEW \ 0 m a Y "' co * 2 E WT N sO� i 1r HOWARD W. YOUNG, N.Y.S. L.S. NO. 45895 8 N , N r 40 O o U114 %o,;� A PLOT PLAN ° '0 °� °° z PHILIP R. MARGO � -Q� LOT 2 "EAST HILL, SECTION�' _� 4IVIN �� At Peconic, Town of 5outholA �;i� Suffolk County, New York :� $ N7 County Tax Map District 1000 section 98 Block 856'30"{N u � i AN! ►SP SUILDIN& FERMIT PLOT PLM Lot lgl.8/' I NOTE5 ° S�bdi rsio � I � / n _ •• x fast Hrll Se I AREA = 45,219 50. FT. a - o SEPT. 13, 2005 I '� �Dwellrny ct/on p ; ADDED SUILDINS PERMIT DATA JULY 15, 2005 m m '' • SUBDIVISION MAP 'EAST HILL, SECTION I" 's ° FILED IN THE OFFICE OF THE CLERK OF MAP PREPARED OCT. 12 2004 I SUFFOLK COUNTY ON NOV. 29, 19'15 AS FILE a NO. 6044. SCALE; I"=40' 8 Q mow4ENT SET *mow-ew FOUND Q. STAKE SeT A•STAKE FOUND c •cHimmy RO•ROOF OVER 5•STOOP GLLAR E•CEENTRANCE JOB No. 2004-0641 $� � DWS. 2004-0641-bp SUFFOLK 5 U RV EY Of LOT 2OUNTY DEPARTMENT OF HEALTH SERVICES N AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF EAST HILL SECTION I" APPROVAL OF CONSTRUCTED WORKS FOR FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 29, 1 973 /�.�. A SINGLE FAMILY RESIDENCE AS MAP NO. 6044 Date w t 2 7 `V H.S.Ref.No.RPjq—oS—ok,Z w e E 51 T U AT E: P E C O N I C The sewage disposal and water supply facilities et f_� -cat;on h2ve been TOWN : 5 O U T H O LD �^ armor by��Department or oLh� -::,: and found to be satisbctory FOR A MAXIMUM F,�_ pFr3!�r,; ^.'S CJ 5UFFOLK COUNTY, NY SURVEYED 07-25-2014 REVISED 09-29-2014 Welter J.Hilbert, i 011 of Wastewater Management ' SUFFOLK COUNTY TAX# _ 1000 - 98 - I - 2.3 CERTIFIED T0: LL 7 O NORTH HAVEN TRUST 3, /� /�0 1E 1� C•,BLOC S.C.D.H.S.REF.NUMBER 0* K WALL R10 - 05 -0102 ° 03AS �x /_�• / �� 2•7,S X X X 3'8FE. � U .n �o= LOT2 hi .P. _ � C P �l .4(/ ° oM/ Q N 5� }� 4i N WATER �� S nry� O VICE W �W 13 zo �O4(4 r� ° Q •0 `v , n w IN, C)/ ° ° 6 C 40 ° (0 171.)m VJ i C� � 7 � 0 s•8 t � I C o OUT QG,* N78050 6^I / G��' 3o,Iw O h 1 X •8 / X X X 2• N XJ LOT NOTE5: "Unauthorized alieralio or ion additto a survey map bearrng o licensedlandsurveyor's seal is a MONUMENT FOUND violation of section 7209, sub-division 2, or the PIPE FOUND JOHN C. E H LE R5 LAND 5 U RV EYO R OF NE{,1, New York State Educ°tion Low." -ti WOOD FENCE Q•� yO "only copies from the original or this survey marked with an original of the land surveyor's —X—X— WIRE FENCE . stamped seal shall be considered to be valid true o CHAIN LINK FENCE copies" G EAST MAIN STREET N.Y.5. LIC. NO. 50202 * * "Certificatians indicated hereon signify that this survey was prepared in accordance with the ex— Area = 43,222 Sq. Ft. RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 sting Cade of State far `and S ways adapted Area = 0.9922 Acres ' ' by the New cork slate Association of Professional j � � � Land Surveyors. Said certifications shall run only G PH ALE I"_ Iong5landlandsurveyor.com `� O to the person for wham the survey is prepared. �� ,,tt�� and on his behalf to the title company, governmen— "Y� Al tal agency and lending institution listed hereon, and to the assignees of the lending institution. Cerlifico- 1 4-1 70 �� rj tions are not tronsferoble to additional institutions 10,5 Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Report Date:07/07/06 Data filename:Untitled.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 219E Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Passes ..r MEE N Ceiling 1:Flat Ceiling or Scissor Truss: 2441 30.0 0.0 85 Ceiling 2:Cathedral Ceiling(no attic): 511 30.0 0.0 17 Wall 1:Wood Frame,16'o.c.: 4570 15.0 0.0 274 Window 1:Wood Frame:Double Pane: 661 0.320 212 Skylight 1:Wood Frame:Double Pane: 9 0.320 3 Door 1:Solid: 56 0.280 16 Door 2:Glass: 292 0.360 105 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 3804 30.0 0.0 126 The proposed building represented in this document is consistent with the budding plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. 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NQRfte: -All.coNeu6CT10lIt1PLC�M1eAesiUAe� CFVrILtI a} -OONIYMCt'NIMM'a0R PamVALIJEe F.OR r/sE Riot a Go= -EML411lau"D TIM�iilfWMIA ZAMDAlwrawl"MOF3"I Document: Order Acknowledgement UPC Vendor Invoice Date Order # rm 000000 03/22/06 3175059-00 Cust #: 5465099 PO Date PO # Page # 03/13/06 Trusses 1 Bill To: THREE PILLARS DEVELOPMENT LLC Correspondence To: FLORENCE BUILDING MATERIALS 50 HILL ST #111 1647 E. JERICHO TPKE SOUTHHAMPTON, NY 11968 HUNTINGTON, NY 11743 Ship To: INDIAN NECK LANE Instructions OFF DOWN NEAR THE WATER fri 1st spider RT 25 Ship Point Via Shipped Terms PECONIC, NY 11958 QUOGUE BRANCH OUR TRUCK 03/21/06 5X 10TH Product UPC Quantity Quantity Quantity Qty. Unit Price Discount Amount Ln# And Description Item# Ordered B.O. Shipped UM Price UM Multiplier (Net) ----------------------------------------------------------------------------------------------------------------------------------- 1 38' Bottom Chord Width 00000 25 0 25 each 215.89 each 5397.25 Truss w/ 1' OH on each end 2 38' Bottom Chord Width 00000 2 0 2 each 380.92 each 761.84 Gable end truss w/ 1' OH at each end 3 fc 00000 1 0 1 EACH 10.00 EACH 10.00 TEMPORARY FUEL SURCHARGE 3 Lines Total Qty Shipped Total 28 Total 6169.09 Taxes 532.08 Invoice Total 6701.17 Last Page COMPLY WITH ALL CODES OF Ar"I"i '71.D AS NOTED NEW YORK STATE & TOWN CODES A AS REQ ;RED AN ) C,0ND71ONS OF ILI DATE: FE/E. , Y y )T NOT Y "-�A`RTMENT AT c�2 c 76 -1602 3 i� TO 4 P FOR THE FOLLO',`I:G ',,SPECTIONS: 1. FO jl!I TWO REQUIRED FOS CONCRETE 2. R&� 'i-i - FRAMING & PLUMBING 3. INS6,--:iTil3N 4. F;k,�. C '.')'�-TRIUCTION MUST �R C.O. OCCUPANCY OR ALL !-R-�,:TICN SHALL MEET THE REG!J�,- '�.�,!ENTS OFTHECODESOFNEW USE IS UNLAWFUL YORK S,'ATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE r-N� I OF 00" ".au FANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF SOLDER USED IN WATER PURSUANT TO SECTION 45-10C SUPPLY SYSTEM CANNOT OF THE TOWN CODE. EXCEED 2110 OF 1% LEAD. UNDERWRITERS CERTIFICATE REQUIRED CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING FLOOD ZONE COMPLY WITH CHAPTER"46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. DO NOT PROCEED WITH ALL CONSTRUCTION SHALL FRAMING UNTIL SURVEY MEET THE REQUIREMENTS OF THE OF FOUNDATION LOCATION CODES OF NEW YORK STATE. HAS BEEN APPROVED, 501-0" W ; 4'-'I" q'-10" -11-1" 12'-4" 8'-II" -�'-3" Z q- N S �W " b'-4" _1Q� Z CL b'-4 1 10 I.i_ cj.'f a LLJ W z 1 A W >- uj z A-8 -8 V1 N :3------------------------------ , cis r - - - - - - - 13 - -'- - - - - - - - - 13 - - - - - - - - - - - 13 - - - - - - - -I I x 3 2x12 2x12 (3)2x12 W 5n 1 3/4"X 11/41 M.L. (2) 15/4'X 11/4"M.L ) 15/4' X 1/4 M I I ( U m a I cn V Y N Ov 8 Q I I BEDROOM I ?� W z CL o I oz Qz� I I Z - Io ow -- O PROVIDE MEGH. -- U- I � ic11N6r OPEN TO BELOW I W ' 0 sD OPENINO n o VENTILATION A5 PER RR303.1 , EXCEPTION I I L- I N 2 v up NOTED BELOW. b-01 co ri -1 kio I I o 0 sD uo uo IL 2X12 RIDGE - - - - - ® I 1 A BATH I - - 614" g 3411-411 _ I I , 41-011 2'-0" ANDERSEN WINDOW MO. # �p�� 'kJ/ 2 GXWI35 MEET5 EGRESS REQUIREMENTS SET FORTH 3Y I I TUB BATH O 4 BUILT-IN 4-b" QO = �v� O O SHELVING ; cr THE RESIDENTIAL BUILDING 20 O T m Q Z I v _72GODS OF NEW YORK STA I I 05D BATH � I � od � ��•. � O --------------- -- ------------- ------ - A61-411 OGO 41-b" -8 7-2 i n i n LA � 4'-2" 3'-10" 7'-3" 3'-10" T-3" 3'-10° \LA '. n -0 GL. m C) 4 o ® II w N il SD 0 sD I ,.. X11 I/4'M . :.::. 13/4"X11 I/4" :... 13/4'X 1114' I 24 X 44 PULL EILIN6 4 O O O � DOWN ATTIC FRIGHT Q'-011 I _j L - - - - - - - 14- - - - - - - - - - - 14 - - - - - - - - - - - 14 - - - - - - - J I2 AGGE55 OPEN 0EILIN6 FfE16HT I a co O m N ' Z J CO I C-) Y N �i N U (2)2x8 (2)2x10 ( )2 a co LO 2 2 3 2 3 2 2 ro N w �., - - - - 0 - - - - - - - - - 0- - - - O - - - - -� - - - - 0 - - - - - - - - - - oc $ o —� LO N —Q� > 04 i n i n t n b bi-411 � � 1 C5 A } Z j 41-b" q1-1011 61-41141-411 41-411 b'-4" -10" 4'-b" O < a ' 35'-01, 50'-0" z m a w CU Q W � W d O fN U Z pp# W 1 O.. 5EOCNi ;� fmzLOOR FLAN ! ROOF J` VENT SECOND FLOOR AREA = 1,100 S.F. SCALE: I/4"=1'-O" Ciez BATHROOM OO L I OHT, VENTILATION AND HEATINO EMERGENGY ESGAPE AND RESGUE OPEN I N S I LAV2 ( RR-503.1 HABITABLE ROOM5. ALL HABITABLE ROOM5 SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LE55 THAN 8 PERCENT TLT RR RR310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT 2"I OF THE FLOOR AREA OF 5UGH ROOM5. NATURAL VENTILATION SHALL BE THROUGH WINOOW5, DOORS, LOUVER5 OR OTHER APPROVED LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE WINDOW OR EXTERIOR DOOR OPENING FOR EMERGENCY ESCAPE AND RESCUE. OPENINGS TO THE OUTDOOR AIR. 5UGH OPENINGS SHALL BE PROVIDED WITH READY AGGE55 OR SHALL. OTHERWISE BE READILY WHERE OPENINGS ARE PROVIDED A5 A MEAN5 OF E50APE AND RE5GUE THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INGHE5 sHbwf R CONTROLLABLE BY THE BUILDING OGGUPANT5. THE MINIMUM OPENABLE AREA TO THE OUTDOORS 5HALL- BE 4 PERCENT OF THE FLOOR (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRE5HOLD BELOW THE ADJACENT GROUND ELEVATION 5ERVE5 A5 AN 2N1? � i•r•1 AREA BEING VENTILATED. EMERGENGY E50APE AND RE5GUE OPENING AND 15 PROVIDED WITH A BULKHEAD ENGLO5URE, THE BULKHEAD ENGLOSURE SHALL COMPLY 2" 2" 3" O WITH RR310.3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THI5 5EGTION 5HALL BE OBTAINED BY THE NORMAL OPERATION OF THE EXCEPTIONS: WINDOW OR DOOR OPENING FROM THE INSIDE. ESCAPE AND RE50UE WINDOW OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT I. THE GLAZED AREA5 NEED NOT BE OPENABLE WHERE THE OPENING 15 NOT REQUIRED BY RR310 AND AN APPROVED MECHANICAL GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH RR310.2. R� VENTILATION SYSTEM 15 PROVIDED CAPABLE OF PRODUCING 0.35 AIR GRANGE PER HOUR IN THE ROOM OR A WHOLE-HOUSE MECHANICAL RR310.1.1 MINIMUM OPENING AREA. ALL EMERGENGY ESCAPE AND RE5GUE OPENINGS 5HALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 VENTILATION SYSTEM 15 INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 GUBIG FEET PER MINUTE (GFM) (7.08 L/5) SQUARE FEET (0530 M2). PER OCCUPANT COMPUTED ON THE BA515 OF TWO OGCUPANT5 FOR THE FIR5T BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 M2). GARAGE 2. THE GLAZED AREA5 NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTION I ABOVE 15 5AT15FIED AND ARTIFICIAL LIGHT 15 PROVIDED RR310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING HEIGHT 5HALL BE 24 INGHE5 (610 MM). a N CAPABLE OF PRODUGING AN AVERAGE ILLUMINATION OF b FOOT GANDLE5 (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 TO SUFFOLK G.O. G.O. INGHE5 (762 MM) ABOVE THE FLOOR LEVEL. GOUNTY APPROVED RR310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INGHE5 (508 MM). SEPTIC SYSTEM RR310.1.4 OPERATIONAL CONSTRAINTS. EMERGENGY E5GAPE AND RE5GUE OPENINGS 5HALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE U5E OF KEYS OR TOOLS. _FLUME I NO R I SER D I AORAM z N.T.S. SOUTH WING w = OF 11 N LTS- T OIC DRAWRNGS �® .� W z FUD C);;LN1 W I A-1 o Q 0 r,-1 COV R PAG C � Y F= R-Z FOUNDATION PLA N Cb 0 F 0 I'llce- UJ FIRST FLOOR PIAN Q "A- z Z A-4 SECOND FLOOR PLAN w > N. U :D A-5 FRONT ELEVATION w Cn Ar 1 Aa 6 REAR EAI ELEVATION � U e F-� pp w g - , LLi�% R � e ,/ IDE ELEVATIONS � } - 11111111 .11 ! , h� ! A4` SECTIONS & DETAILS � o - i ,� I �® Ix r I Q m IiJ� �RUu � e I I� � � .. �C�IEDL�[bP� DE'�A��L�� � PbL�M�o ����� N ❑i� >a .� � � I � � I � - I I� IV I i l Ii, I I� o © � � p z w o0 �00 I 1,1 DETAILS w o I } z C,4 =: 141 FRAMING CONNECTORS DETAIL SHEET � z 9 � w .,.... (U OENE ' AL MOTESCo Pi <r BUILDING CODE A ALYSIS I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE w 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK 1 . REFERENCE STANDARD: AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS AGREE WITH SAME. WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS <? CONTRACTOR SHALL REVIEW DRAWINGS PRIOR TO ORDERING MATERIALS AND ADVISE ARCHITECT OF ANY GONFLICTING `. FLOOR AREAS: INFORMATION FOR ARCHITECTS CLARIFICATION : . CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, d o O 1ST. FLOOR: 2,958 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION mak, THEREOF, IF REau11ZED. 2ND. FLOOR: 1,100 S.F. NAILING SCHEDULE s,� r +. ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL S.F. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING LOCAL RULES AND REGULATIONS. GARAGE AREA: 945 COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS 5. ALL METHODS OF CONSTRUCTION INGLUDING FORM WORK AND PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY CU ROOF FRAMING WALL SHEATHING o THE CONTRACTOR. 3. DESIGN CRITERIA: Rafter to Top Plate (Toe-nailed)(Table:3.4A) 3-8d 3-10d per rafter Stuctural Panels 8d 10d 6"edge/ 12"field �_.. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH ll Ice shield DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Winter underlay- CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT SNOW DESIGN Frost line Design ment Flood LOAD SPEED�inph) CATEGORY Weathering depth Termite Decay Temp required hazards Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-10d per joist Fiberboard Panels - OR ENGINEER. 514CULD HE FAIL TO FOLLOW THIS PROCEDURE D NJ Moderate Slight to 11 Yes 1o19a (Table 3.4A) 7/16" 6d 3"edge/6"field CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY 45 120 C Severe 3'-l)" to Hea Moderate 5198 Ceiling Joist to Parallel Rafter(Face-naiiled) 25/32" 8d - 3"edge/6"field AND LIABILITY THEREFROM. 6-16d 40d each lap (Table 3.9A) Gypsum Wallboard 5d coolers 5d coolers 7"edge/ 10"field ? ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH A MINIMUM CEILING LIVE LOAD: 20 P.S.F. yP SOI(_ PRE55URE OF 2 TONS PER 50. FT. AND SHALL HAVE A MINIMUM OF 5'-0" OF COVER. 30 P.S.F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap Hardboard 8d 8d 6"edge/ 12"field 2ND. FLOOR LIVE LOAD: 9 (Face-nailed) (Table 3.9A) r;. ALL CONCRETE SHALL BE IN AGCOROANGE WITH TABLE R402.2 1 ST. FLOOD LIVE LOAD: 40 P.S.F. � OF THE NEW YORK STATE RESIDENTIAL CODE. EXTERIOR DECK LOAD: 32 P.S.F. Collar tie to Rafter(Face-nailed) 3-8d 3-10d per tie particleboard Panels 8d 8d (see manuf.) BASEMENT 5LA13: 2,500 si (Table �.6A) !' SNOW LOAD (ROOF): -� �.l 37 P.S.F. 1 0 MPH) � Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end Diagonal Boald Sheathing FOUNDATION WALLS � FOOTINGS: 3,000 psI m WIND LOAD: " " " " per support GARAGE SLAB: 3,500 psi _ 1x6 or 1x8 2-8d 3-10d P pP Y SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) Rim Board to Rafter(End-nailed) 2-16d 3-16d each end i"x10"or wider 3-8d 3-10d per support . ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH v AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. WALL FRAMING (2) #5 REBAR HORIZONTAL CONTINUOUS. FLOOR SHEATHING io. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOWS o Ci LOADING CONDITIONS, Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot UNLESS OTHERWISE NOTED: M o w 0SEE PLANS FOR CALCULATIONS FOR COMPLEX LO BENDING STRESS = 1150 psi (SINGLE) o 0 STRUCTURE\L ELEMENTS, & LOAD PATHS Structural Panels Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side 1" or less 8d 10d 6"edge/ 12"field BENDING STRESS = 1350 psi (REPETITIVE) cfr E = 1,400,000 ffi greater than 1" 10d 16d 6"edge/6"field II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE M 4. EGRESS WINDOW SCHEDULE: Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. (2) 2" X 6" UNLESS NOTED OTHERWISE. WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEETDiagonal Board Sheathing per support o Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"x6"or 1"x8" 2-8d 3-10d 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND z OF EMERGENCY ESCAPE AREA edges 1"x10"or wider 3-8d 3-10d per support AROUND ALL OPENIN05. PROVIDE BLOGKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. MODEL# CLEAR OPENING NOTES Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud 0 13. ALL STRUCTURAL P05TS ARE To BE SOLIDLY BLOCKED TO TOP OF a.Z CXW135 7.5 S.F. Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per foot 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. FOUNDATION WALL OR SUPPORT COLUMN BELOW. o m X_ Endjoist, or Blocking (Face-nailed) If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing .4. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM 60. 1/211 THICK W m o x Ina (FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, UNLESS OTHERWISE NOTED. W z z� w .. Zn shall be used to maintain the load path. OPENING SIZE AND MODEL#ARE FROM "ANDERSEN" ONLY, ANY OTHER MONUFACTURE I5. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" wooD o N a 5 ci HITECT Joist to Sill, Top Plate of Girder Joe-mailed) 4-8d 4-10d per joist 2.When wall sheathing is continuous over connected members, the tabulated number of nails shall be � a w w OF WINDOWS ARE TO BE WITHIN EGRESS MIN. SIZES AND APPROVED BY ARC sTUDs AT I6" O.G. WITH I/2" GYPSUM BOARD BOTH SIDES UNLESS a o 0 0 vi l permitted to be reduced to 1-16d nail per foot. OTHER NOTED. - - I Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X 0 I-3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. 5. N.Y.S. ENERGY CODE: Blocking to Joist(Toe-nailed) 2-8d 2-10d each end requirements. V w i-i. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. °- RESclreck Compliance Certificate Blocking to Sill or Top Plate (Toe-naileid) 3-16d 4-16d each block 115. PROVIDE 6-8" MIN. CLEARANCE ABOVE STAIRS A5 PER N.Y.S. CODE. New York State Energy Conservation Construction Code Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist .�-•r . •� 3.6 Release 2 i�. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDING DOUBLE- RESOche k Software Version FASTENERS FOR ASPHALTROOF SHINGLES • Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist . INSULATED GLASS, INSECT SCREEN, � JAMB EXTENDERS AS REG-D, COUNTY: Suffolk A5 MANUFACTURED BY ANDERSEN WINDOWWALL5 OR EQUAL. er joist §RR905.�.5 Fasteners. Fasteners for asphalt shingles shall be 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS STATE: New York Band Joist to Joist(End-nailed) 3-16d 4-16d p HDD: 5750 r foot galvani2ed steel, stainless steel, aluminum or copper roofing nails, APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATION5. �..1 CONSTRUCTION TYPE: Detached I or 2 Family Band Joist to Sill of Top Plate (Toe-nailed) 2-16d 3-16d Pe minimum 12 gage [0.105 inch (2.67 mm)] shank with a minimum 3/8 inchQ 2)I. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. HEATING TYPE: Non-Electric � (9.5 mrr)diameter head, ASTM F 1667, of a length to penetrate through BUILDING CONSTRUCTION CODE. WINDOW /WALL RATIO: 0.21 the roofng materials and a minimum of 3/4 inch (19.1 mm)into the roof CIO DATE: 11/27/05 ROOF SHEATHING sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) :�2. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN thick, tie fasteners shall penetrate through the sheathing. Fasteners CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE Structural Panels 8-d 10d 6 edge/12 field shall comply with ASTM F 1667. GERTIFIGATION OF THESE PLANS. COMPLIANCE: Passes shall have the minimum number 23.of fasteners required by the manufacturer. For normal app THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS Maximum UA 744 Diagonal Board Sheathing §RR90$.2.6 Attachment. Asphaltshingles Your Home UA = 730 1"x6" or 1"x8" 2-8d 2-10d per support 1.9°/" Better Than Code (UA) application, AND / OR OBSERVATIONS OF THE CONSTRUCTION. Gross Glazing 1"x10"or wider 3-8d 3-10d per support asphaltshingles shall be secured to the roof with not less than fourC� 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE Area or Cavity Cont. or Door CEILING SHEATHING fastene-s per strip shingle or two fasteners per individual shingle. 5GALED DIMENSIONS. Perimeter R-Value R-Value U-Factor1-5d Where,he roof slope exceeds 20 units vertical in 12 units horizontal 2.5. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. 1821 30.0 0.0 Gypsum Wallboard 5d coolers coolers 7"edge/10"field (20:12),special methods of fastening are required. Ceiling 1: Flat Ceiling or Scissor Truss 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL Q Skylight l: Wood Frame:Double Pane 9 0.320 n 2: Cathedral Ceiling S no attic) 255 30.0 0.0 EXCEPTION: Asphalt strip shingles shall have a minimum of six REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER Ceiti g ( � fasteners per shingle where the roof is in one of the following THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. � a Ceiling 4184 15.0 0.0 Wall 1: Wood Frame, 16" o.c. ;; THEY ARE NOT TO BE USED ON ANY OTHER PROJEGTS OR EXTENSIONS Window 1: Wood Frame:Double Pane with Low-E 582 0.320 y categories: TO THIS PROJECT EXGEPT BY AGREEMENT IN WRITING AND WITH a Door 1: Glass APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. 292 0.360 56 0.280 1. The basic wind speed per Figure RR301.2(4) is 110 miles per Door 2: Solid hour(177 km/h)or greater and the eave is 20 feet(6096 mm)or 2-7. DOUBLE MIGROLAMS TO BE NAILED TOGETHER WITH TWO (2) ROWS Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2950 30.0 0.0 higher above grade. 160 COMMON WIRE NAIL AT 12" O.G.. COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour her calculations submitted with this permit application. The proposed (193 km/h) or greater. 28. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR building plans, specifications, and of RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE 4R systems have been designed to meet the New York State Energy Conservation Construction Code 3. Special wind zones per Figure RR301.2(4). FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG y g requirements. When a Registered Design Professional has stamped and signed this page, they are attesting TIE' OR APPROVED EQUAL. that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in ,a compliance with this Code. ORDERING INSTALLATION OBE FIELD VERIFIED PRIOR TO ALL CUSTOM WINDOWS ARE T O Date Builder/Designer_-___ --------- tz OF 11 -------- -- 30. ALL STRUCTURAL STEEL IS TO BE A-50 GRADEin IMI 11 w ,rawer W Z CMGfN Lj z LO � W ez W > vwi 22'-0" _ C, _ ::3 I vi CO 10'-b 3'- " n 11 3'-6" '-6" "3'-4" 1-44-108z^r- M.O. M.O. M.O. M.O. — 9 2 r---------- ---------------------------------------------- ------------------- U m �. 56'-8" Z 'CC I I Y ce_ o� I PROVIDE 10" x a'-O" LJLJm w FOUNDATION WALL BRAGE W "cy) O WALL TO EXTEND OUT 2'-0" I Z a j AT MIDPOINT OF WALL STONE PATIO Z W STEPED FOUNDATION WALL I _ I I SEE DETAIL "E" ON SHEET I `- ------------- I STEP TOP OF I I I FOUNDATION I N t\ 1 1 _ WALL 1'-0" A OD 4 1-1 15 1 10'-0" 1 I Q H o ---� L-- I w -------- ---- ------------- STEP FOOTING _ �- _ I I I --' I I I ------ ----------------------------- STEP TOP OF I 1:2 SLOPE MAX --Fry I FOUNDATION = -------R---- ---7----r---r----I-�j ------fi , , I 1 I (3)2X12 I L 1'-0n -----------t----------------- ___ __ -------- -- ---------------------------------------- - 1 --4'-10" I I 8'-0" _ I I 3'-8° -------------- ---- ----- -- - - - I ------rte cv WAL I / / --------- ------ -----� - I BEAM POCKET A- 4" X I'-4.. I I / %// I ------ I I--------u -- 1 - - - - - J - I Q I I I LEDGE 1 - - - - in I 1 ----------------------------------- 451-411 I I I I t L. 15 \ I / I E t- `-I---- -- - 1 I----- /- � / L------ I o - �G W- r ... PROVIDE 5/5" FIRE RATED o M BOARD. OVER tZ�FLOOR JOISTS O OILER $ HOT WATER HTR. % ------ ---- -- ------- ------ N INAL STEP FOOTING 0 PER LOCODE t I ----- ---------------- l �\ � m I %EAN OUT 1:2 SLOPE MAX ti ® I ,I CI r 2- � ►i I C----- ------- -Z_ �� mn `� 43 X I I - I URED CONCRETE FIREPLACE I I I �� �\ + �_ to A I �61JNDATION ON 40" X 78" X 12" -zsI / T Q / + WRED CONCRETE FOOTING in u_ O I I 1 / 1 THICKENED SLAB 1 n Q /j��/ :NF. W/ # 5 REBAR ® 8 O.G. �`+ I / 1oL4" P.G. SLAB REINF. W/ i I I EDGE SEE SECTION �� I i I I � � I :- I N I I "G-G" ON A-8 � I 8'-8" 8'-6" -�'-2' 6x6-l�.l. xWl. H.H.M. ON 4 MILI I N ® I I I I I _ VAPOR BARRIER ON WELL 2X12 LEDGER I I I I 14'-4" 8" 14'-2" 3'-0" 1114411I COMPACTED POROUS FILL L------� BOARD EACH SIDE I \ SII I II RAISED I I I'-0" I\�� I HEARTH - I \\ _ _ I -(2) 's DIA. LALLY I IS m u_ 0 3 I/2"X 4 I/4°61. 3 I/2"X 4 I/4"61. /% ABOVE %" p I I I I in N • - - - - n i n n C.O!.�'t ft l "ON 30 X 42" X 1 Q % — I2" ,"OURED CONCRETE civ ii cv U I`IEXGA Y r.TEDI I ' m FOOTING REINF. W/ (6) NO I / I L4" P.G. SLAB REINF. W/ I , I #4. RE-BAR EACH WAY I 6x6-WI.4xNI.4 W.W.M. ON 4 MIL I ! VAPOR BARRIER ON WELL I I -il _ _3 12"X a14"6L. 3 12°XII•[4"61. 3 L2"XII I/4"61. L j 1 � I 1L Uti- o Q /�, n n ? I!4"XII I/4"61. _ e e COMPACTED POROUS FILL I 3 1/2 X II 1/4 6J- _ 5 1/4 X II I/4 61. I Q r I i 1 I N _ I p m I I ✓ I I n N - -i 6 `fl -i v N BEAM 1 I -N' I I ° POURED CONCRETE FOUNDATION WALL REINF. 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W W Z r_ 5 2068 SINGLE HINGED 2'-O"x6'-8"xl 3/4" WOOD FIBER PAINT ALL MATERIAL FOR WOOD ERAMINO ~ 9 2" 1 2' 6 2468 POCKET 2'-4"x6'-8"xl 3/4" WOOD FIBER PAINT H1��lE MINIMUM fb OE 1150 P.S.I. 2 2 z 2 v °° N LAV TLTI LAV TLT LAV / ) 7 2068 POCKET 2'-O"xb'-8"xl 3/4" WOOD FIBER PAINT TUB Z Q NOMINAL LUMBER S 1 ZE: SPANS: 8 4068 DOUBLE POCKET 4'-O"x6'-&"xl 3/4" WOOD FIBER PAINT 2ND FLOOR N =o:° (2) 2x8 UP TO 4'—O" w 2^ 3 2.. 2.. 2.. 3.. 2.. W z q 6068 DOUBLE POCKET 6'-O"x8'-O"xl 3/4" WOOD/GLA55 PAINT OUTSIDE WALL TRACK I� �� s" Z N a (2) 2x I D 4 —O TO 6 —O 10 FWH5080APLR 5'-O"x8'-O"x1 3/4" WOOD/GLASS PAINT ANDERSEN 1_ 11 �_ �� (2) 2x 12 6 O TO 8 O 11 3068 SINGLE BI-FOLD 3'-O"x6'-8"xl 3/4" WOOD FIBER PAINT INTERIOR DOOR POSTS SHALL BE 4x6 (I`!OMINAL) — W 12 3068 SINGLE HINGED 3'-O"x6'-8"xl 3/4" METAL PAINT SOLID GORE 3/4 HOUR UNLESS OTHERWISE NOTED 2 WEATHER STRIPPED *NOTE: ALL SIZES GALLED OUT ON ANY OF 2° 2., 2° 2" 2., 2" 13 3068 51NGLE HINGED 3'-O"xb'-&"xl 3/4" METAL PAINT EXTERIOR IN5UL. DOOR I N(55 WILL SUPERSEDE 2 W I 2 N THE 1=0LLOW1 NC DRI�`l l I`i SINK LAV TLT LAV TLT I SINK D W LAV TLT LAV co TUB 14 3068 51NOLE HINGED 3'-O"xb'-5"XI 3/4" METAL PAINT EXTERIOR DOOR THE 5GHEDULE. 2" 15T FLOOR SHOWER Q 15 8070 OVERHEAD 8'-O"x7'-O"A 3/4" METAL PAINT GARAGE DOOR 2" 2" 2" 2" N 3• 3.. 3.. 2.. 2.. W TO 5UFFOLK G.O. G.O. COUNTY APPROVED SEPTIC 5Y5TEM 4" 4" G.I. w BASEMENT M , v z 12"x12" CLAY FLUE LINING `"' 1�lI �1L Ol�l SGf-1' i�U�. FLUM51NO RISER DIAORAM 0 MARK N.T.S. n O MODEL # FINISH ' FRAME O LASS MANUS REMARKS SMOKE CHAMBER r- 01 TW3056 PAINT WOOD IN5UL ANDERSEN (3) 2.ci0 HOR. 4-8 ABOVE FLR. 0 ' 11 GYPSUM BOARD 002 GXWI35 PAINT WOOD IN5UL ANDERSEN EGRESS b" - PAr'OED SMOKE SHELF STUDS PO!'ER CONTROLLED DAMPER BASE MOLDING 003 GRI35 PAINT WOOD INSUL ANDERSEN L 4"x4"A/4" LINTEL SIDING PLYWOOD SHEATHING FINISH FLOOR 004 GXI45 PAINT WOOD IN5UL ANDERSEN FIREBRICK INTERIOR 2X6 P.T. BOTTOM PLATE ., 005 GXW145 PAINT WOOD IN5UL ANDERSEN EGRESS 2'-0" I'-b" STONE PATIO . .I{" SUBFLOOR 8" - 006 GR145 PAINT WOOD INSUL ., II ANCHOR BOLTS Z N I , ANDERSEN COMPACTED SAND BASE - ':•N ::` .:" II' FLOOR JOISTS LL_ cn 007 CH125 PAINT WOOD INSUL ANDERSEN - .•abl • RA15EDMATEtoEARTH- VERIFY HEIGHT o�oo o a o(jo oQoo �' CU 008 GTR4810 PAINT WOOD INSUL ANDERSEN TRANSOM `� o Iui COMPACTED POROUS FILL �,��, ��,a " I I �`� cV , o 0 0 0 0 0 0 0 ' t� • ' SILL PLATE I 009 GTRbOIO PAINT WOOD IN5UL ANDERSEN TRANSOM a I' e .4 . .J, i' r FLOOR JOISTS N o 0 0 0 0 0 0 :jl O 04 n 0 0 0 0 0� 0 0 o I__._ ••i I 10 X 10'-4" FOUNDATION Lu 010 FWT6011 PAINT WOOD INSUL ANDERSEN TRANSOM , e oQo9 fl a;'.' a WALL TO HAVE 4" X 1'-4" m CUSTOM ASH DUMP o q a o o o •' • ;:• f1 STEP TO ACCOMMODATE Lo Oil -i-6 X 4'-4" PAINT ALUMINUM INSUL LOWERED FLOOR JOISTS o 12" THICK GONG. SLAB W/ Qo�o ca o 0 0 :'I; O N FWH31805 PAINT WOOD IN5UL ANDERSEN a #4 REINF. RODS 0 9" O.G. o o r d, 11.a Z 012 ° 1/2" PLYWOOD FORM TO BE REMOVED / / "'I I, AN31 PAINT WOOD IN5UL ANDERSEN a' a •4 AFTER GONG. 15 CURED (28 DAYS) ��\\�\\�\\�\� a �• N z a \ \ \ \ \ .. 4�' 013 '. . '•. ANGHOR BOLTS ANDERSEN POURED CONCRETE FOUNDATION m Q \/�� ��\ 014 _ a "� , z r AN41 PAINT WOOD INSUL ANDERSEN BASEMENT •a �• V w m o Q ANS51 PAINT WOOD IN50L �i i1 \�j w z w . 015 DETAIL � (FIREPLACE) � • '� � 'Fj I Q W w W V m 0 0 c� w N SCALE: NONE ��T J` I L I I I I J�"� U Z O SGALE: I"=I'-O" a v l� LEOEND NEW GON5TRUGTION 12 8� LOAD BEARING WALL O O Qy _ UI � , m OSD SMOKE DETEGTOR .1 OGO GARBON MONOXIDE DETEGTOR ISI ® 4x4 STRUCTURAL WOOD POST UNLESS NOTED OTHERWISE r � R IT-2" 20'-2" ® Ib" O.G. FRAMING NOTATION us CL :_On 4 ✓" 511-'T •'T V d11 A:� 11_0:1 11-_01 4A ✓''-4" 4" I'-O" SECTION MARK TRU55 ELEVATION EXHAUST FAN 0 z SCALE: I/4"=I'-O° = OF 11 En N W RA I NO AS N I NO Al S SINGLE OR DOUBLE STAGGER JO 15T5 4 IN. OR W W w z USE SPLICE PLATES W � r TOP PLATE GUT PLATE TIED WITH 25 GALE SEE SECTION 8602.3.2 STEEL ANGLE OR 5GUIVALENT m coYx >i TOP PLATE CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT W W � � 9 FIREBLOGKINGZZ MIN. P AIR GAP S HEADER MIN. I" AIR 5PAGE AROUND PIPE BETWEEN I/2" G.D.X. SHEATHING � V P JACK STUDS SEE TABLES R502R502.5(l) BETWEEN 1/2" G.D.X. SHEATHING W(I) � AND RIDGE LINE ��� AND 8AND 2 x 12 RIDGE 502.5(2) ` RAFTER/RIDOE Z ^ OR TRIMMERS METAL ROOFING \ TIES ® I6" O.G. cn =o v STUD WALL 5TUD5 PLYWOOD SHEATHING _ W w SEE SECTION 8602.3 - � z PLYWOOD SHEATHING / + + + + LLA 0) 0 Z N = BORED HOLE MAX, RIDGE L + + + + DIAMETER 40 PERCENT GLULAM RIDGE OF SPUD DEPTH O BOTTOM SOLID BLOGKING ROOF r,4,FTE'R ROOF RAFTER W 5/8 IN. MIN.TO EDGE PLATE 5/8 IN. MIN.TO ED FLOOR JOISTS SUBFLOOR cu OD SILL PLATE -- -- - FOUNDATION '-' - CRIPPLE WALL --- - - I SEE SECTION R602.a --- - - W NOTCH MUST NOT I-- -- - - - - -- - FOUNDATION STUDS EXCEED 25 PERCENT TY�'. R I D G E E�E TAS I L STS'U G OF 5TUD DEPTH ANCHOR BOLTS EMBEDDED IN T ���. i� 11�C� DETAIL I IN. BY 4 IN. FOUNDATION BORED HOLES SHALL IF HOLE 15 BETWEEN 40 PERCENT AND DIAGONAL BRAGE NOT BE LOCATED IN THE �• SAME GRO55 SECTION OF 60 PERCENT OF STUD DEPTH,THEN STUD LET INTO STUDS SCALE: 3/4" =1'-0" SCALE: 3/4" =I'-O" c GUT OR NOTCH IN 5TUD MU5T BE DOUBLE AND NO MORE THAN TWO Z CORNER AND PARTITION POSTS SUGGE551VE STUDS ARE DOUBLED AND 50 BORED O 4 ILL z�& A APPLY APPROVED SHEATHING OR BRACE NOTCHING 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING KA LLS EXTERIOR WALLS WITH I IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFAGT)PER'5 -I 5PEGIFIGATION5. 5EE SECTION R 602.10. II TYPICA d- FRAMING DETAIL SCALE: N.T.S. WIND PANE SIDING �W UNI WI TOP PLATE L NIT DTH\ It a m z NO NOTCHES _ D FIN15H WALL PLYWOOD 5HEATHING I"— PERMITTED I 0 I I D/6 MAX. i� o w STUD FLASHINGul N C BORED HOLE MAX. 1"x3" VINYL COATED WOOD CASING DIAMETER 40 PERCENT FLOOR JOIST - CENTER GUTS (TO BE REPLACED OR REPAIRED i m OF STUD DEPTH HEADER AFTER EAGH INSTALLATION) Q� 5/8 IN.MIN. TO EDGE I"x2" WOOD SPACER /i O 5/8 IN.MIN. TO ED 4 1 2-1/2" #5 WOOD / I 0/4 MAX. 5GREW5 ® q" O.G. '�` c z D GAS NINTERIGR �\�`. Z m } 4 } PREDRILLED FA5TENING i C-) m v xa L D/4 MAX. I I HOLES @ a" O.G. w cz.D \\�`� D m Q W NOTCH MUST NOT 4 0 0 0 N EXGEED 25 PERGENT I/2" GDX PLYWOOD \� OF STUD DEPTH FLOOR J015T - END GUTS STRUCTURAL PANEL O BORED HOLE5 SHALL D I� ~ W NOT BMAX. D FROM E LOCATED IN THE i 4 n- 5AME GRO55 5EGTION OF GUT OR NOTCH IN STUD SUPPORT _I I I NOTCHED 4 BORED HOLE L I M I TA<T I ONS FOR INT. NONBEARI NO WALLS 013 MAX. 1 1 FIN15H 51LL y 0 Luu� SGALE: N.T.S. RAFTER GEILING J015T5 (802.6) 52TRUGTURAL PANEL v U EXTERIOR OR BEARING WALL srooL ; �J PREDRILLED FASTENING HOLES a" O.G. INTERIOR CASING NOTCH GREATER THAN 50 D/3 MAX. PERCENT OF THE PLATE WIDTH °° 16 GAGE (0.0054 IN.) AND 1.5 IN. WIDE � WOOD CASING METAL TIE ACROSS AND TO EACH DOUBLE SILL 2-1/2" #6 WOOD i 51DE OF THE NOTCH WITH 6 - 16d 5GREW5 m 9" O.G. a NAILS EACH SIDE. I"x2" WOOD 5PAGER PIPE OR CONDUIT FINISH i WALL �ck a. vn 2 IN. MIN. FROM TOP 1"x3" WOOD GA51NG AND BOTTOM OF J015T D (ACTUAL DEPTH) 14 TOP PLATES PIPE PLYWOOD SHEATHING ,-LID TYP. NOTCH i NC DETAIL STR 07 UP-A4L_ PANEL ATTACHMENT DETAIL WOOD STRUCTURAL PANEL DETA I L TOP PLATE FRAMING TO AcCCOMODA�TE PIPING SCALE: N.T.S. SGALE: 5"=I'-O" Z SGALE: N.T.S. F, w SGALE: N.T.S. = OF 11 N RAFTER TIE @ 16 ROOF RAFTER O.G. to MODEL "GS2011 ROOF RAFTER— GONTIN000S RIDGE VENT W M J DETAIL 11R 12' RAFTER GONNEGTOR o J >:`'� © 16" O.G. o ° RAFTER GONEGTOR CL CL. z 2x RIDGE BOARD ONE /° MODEL H2 � " 51ZE URGER THAN RAFTERS RIDGE @ 16 O.G. � '- ° ° m MODEL " H2.5 C o SHINGLES A5 5PEG. ° o DOUBLE a U W z TOP PLATE ® W\4%, > u ROOFING FELT A5 REG'D 0 C �=j w PLYWWALL STUD OOD DECKING AS REQ'D � o � N �' ROOF RAFTER 0 o m N 1 o W W o z "2x" RAFTERS A5 REQ'D z NOTE: THIS DETAIL IS UTILIZED HHEN HALL STUDS ALIGN DIREGTLY DOUBLE = m I "2 " INSULATION W/ RAFTER. HHEN RAFTER AND STUDS TOP PLATE N AS REQ'D PETAL " g �� ARE NOT "52" 5 E USE CONNECTORS < �M IN DETAIL 52 t T ON TH15 PAGE Z_ —� Y t!1 0 PETAL L " T " 5EYONP RAFTER-TO TOP PLATE TO STUD CONNECTION (9 16" O.G. " W rn Z RAFTER-TO-RAFTER CONNECTION TYP. EACH RAFTER RAFTER-TO TOP PLATE CONNECTION 16 O.G. W KI o 2ND I x6 FASG I A — _ UTI LI ZED HHEN HALL STUDS ALIGN D I REGTLY W/ RAFTERS UTI LI ZED WHEN WALL STUDS DO NOT ALIGN D I REGTLY W/ R.R. Z M a MODEL " G520 " BY SIMP50N STRONG TIE 50ALE: N.T.s. MODEL " 1-1211 BY 51MPSON STRONG TIE 5GALE: N.T.S. MODEL " H2.5" BY 51MPSON STRONG TIE SCALE: N.T.s. Z PREFORMED ALUMINUM W I WALL STUD "2x" CEILING JOISTS ri1�; I MAY VARY PERFORMED VINYL SOFFIT DBL. TO AS REG'D PLATE GAL\/. METAL STRAP N DBL. TOP PLATE 12' ao END GROWN MOULDING OVER ° @ 1611 1 LENGTH < MODELL " "Ix" TRIM BOARD G520 •, � 0 DETAIL " U �� Orz%(ONP) P HEADER BASE PLATE GALV. METAL STP cur > INSULATION A5 REQ D " .• S�GOND FLOOR © I6 o.G. LENGTH SHEATHING AS REQ'D MODEL " SP4 " RIM JOIST CLEAR G� iSPAN "2x" FLOOR JOISTS 51 D I E OR STUCCO ° 12" DBL. TOP PLATE ,Qvv AS SPEC.- SEE ELEVATION A5 REG'P ° (3)10dxl 1/2' NAILS ds. WALL STUD EACH SIDE OF STUD DETAIL Y JACK STUD WALL STUD END LENGTH 2ND FLR LEVEL Provide m n mum 'w' end distance , — PETAL 11W " Equal number of ;o speclfled nails In I Clu each end II IST P3," FLR FE-- DOUBLE TOP PLATE JACK STUD TO HEADER CONNECTION STUD TO BASE PLATE TO RIM TOP PLATE TO STUD CONNECTION AT GAB;" SCALE: N.T.S. M'"_' HALL m I6" O.G. / JOIST TO TOP PLATE TO STUD CONNECTION m 16" O.G. Ir k & " }( � MODEL G520 " BY 51MP50N STRONG TIE 1/2" DRY "WALL ON MODEL 5P411 BY SIMPSON STRONG i iE 5GALE: N.T.S. MODEL "GS20" BY 51MP50N STRONG TIE 5GALE: N•T•s• GEILIN05 a WALLS DBL. WALL STUD ®I DBL. HAL STUDS ® - GALV. METALSTUD 23" m FIRST FLOOR 0 m TIE-DOWN RIM JOIST } BASE PLATE ® CALV. METAL Ci N U TIE-DOWN GALV. METAL WASHER CO t v INSULATION AS REQ'D — MIN. 3" 5Q. (MODEL 'BP') CO o w I N 5/8" DIA. x 12" ANGHOR FINISH FLOOR GALV. METAL RIM JOIST BA5E PLATE " J" BOLT @ 25" O.G. GOUPL I NC W AS 5PEG. PETAL X �� � — m (MIN. 7" EMBEDMENT) RIM JOIST o 5UBFLOOR AS REQ'D. DBL. TOP • . Z IST �� �� K� PLATE CALV. META COUPLING (2) 2 x 6 G.G.A. z FLR LVL DETAIL Y DBL. WALL } SILL PLATE TERMITE SHIELD STUD ® DBL. 51 LL w m X PETAL Z PLATE FOUNDATION � 0 � BSMT. ® WALL I Q w w w FLR T. o k`' v, a 5 (2) 2x6 SILL PLATE �I a o 0 0 cn U f' ANCHOR BOLTS "2x" FLOOR JOISTS a AS REQ'D ° ° REINF. GONGRETE CALV, METAL TIE-DOWN WIN 32" GAL\/. METAL TIE-DOWN ANCHOR BOLT-HASHER CONNECTION m 25" O.G. t� t _ ALL OF EACH CORNER OF STRUCTURE •° LOCATED AS NOTED ON PLAN P4 W 50ALE: N.T.s. 50ALE: N.T.S. MODEL " BP " BY 51MP5ON STRONG TIE 5GALE: N.T.S. O GELLAR —=I=— 1= MODEL-I I Il " PHD2 " BY 51MP50N STRONG TIE MODEL " HTT22" BY 51MP5ON STRONG TIE [tom APPROXIMATE GRADE =1 =III=1 1= I__ WATERPROOFING FROM WALL STUD ° _ I 1��_I I 1=1 _ _ - GRADE TO TOP OF 1/2" EXPANSION 1=I I 1=1 I I==I I=III=I FOOTING AS SHOWN END A� JOINT MATERIAL < I—I I 1=1— I I— I— I- LENGTH HALL STUD v u 1�1 1ST aGALV. METAL ENID O O R LVL STRAP (9) 161, O.G. LENGTH a o ` a o 0 12" GRAVEL COLLAR ANCHOR BOLTS W 4II GONG. SLAB W/ ° (SIZE $ LOGATION 6 x " 6" #10/10 W.W.F. RIM 2x4 KEY HAY JOIST g � c ON SWT. A-lo) VAPOR RETARDER o o CALV. METAL CALY. METAL REBAR CONT. STRAP H I6" O.G. PLATE FASTENER ° ATTACHED 1'J/ (4) 5" PERIMETER DRAIN W/ &d NAILS AT F UNDISTURBED SO i L SEE FOUND. PLAN ©16" (2) 2 x 6 A.G.G.FILTER FABRIC, (MODEL # LPT4) BOTH ENDS. O.G. GQ SILL PLATE ' a o R DBL. SILL PLATE FOUNDATIO I Cn L T P HALL OARAOF— STRAPP NO DETAIL SEC/TION TYP . WAL�:.. SGALE: N.T.5. &TWO STORY W/ BASEMENT 0 5GALE: I" =1'-O" SILL PLATE TO RIM JOIST CONNECTION z 2 " 5GALE: N.T.S. OF 11 " LTP4 BY 51 MPSON STRONG TIE _ N GALV. METAL STRAP @165" O.G. (MODEL 11G52019