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HomeMy WebLinkAbout29889-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30695 Date: 01/20/05 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 17130 MAIN ST NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 9 Lot 28.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 8, 2003 pursuant to which Building Permit No. 29889-Z dated NOVEMBER 25, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL & SHANNON SIMON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2007253 10/22/04 PLUMBERS CERTIFICATION DATED 01/20/05 RBT.VAN ETTEN PLUMBING Authorized Signature Rev. 1/81 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. 29889 Z Date NOVEMBER 25, 2003 Permission is hereby granted to: MICHAEL & SHANNON SIMON PO BOX 303 NEW SUFFOLK,NY 11956 for ADDITION/ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 17130 MAIN ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0009 Lot No. 028 . 001 pursuant to application dated AUGUST 8, 2003 and approved by the Building Inspector to expire on MAY 25, 200 Fee $ 150 . 00 hori e gnature ORIGINAL Rev. 5/8/02 f Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT " ?r TOWN HALL 7 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. ' 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: If c✓� ��� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. ���'�� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: L Planning Board Approval: Request for: Temporary Certificate Final Certificate. ✓ (check one) Fee Submitted: $ �. '� (_f Ap licant Signature raffiffludem1wo zn co 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITER S S 5 5 5 BUREAU OF ELECTRICITY c5 40 FULTON STREET — NEW YORK, NY 10038 S 5 5 5 CERTIFIES THAT S 5 5 S Upon the application of upon premises owned by 5 55 5 5 PAUL R. BURNS MICHAEL&SHANNON SIMON 5 P.O. BOX 1061 17130 NEW SUFFOLK AVE 5 SOUTHOLD, NY 11971-0932, SOUTHOLD, TN, NY 11956 5 S c5 5 Located at 17130 NEW SUFFOLK AVE SOUTHOLD, TN, NY 11956 S `j Application Number: 2007253 Certificate Number: 2007253 rj 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 S 5 S 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of Cj electrical devices and wiring, described 5 below, located in/on the premises at: S S 5 Basement,First Floor,Second Floor,Outside, 5 S5 5�j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 22ndDay of October,2004. 5 SName OTY Rate Ratine Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke S 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Future Appliance Feeder 1 0 20 Amps 5 Wiring and Devices 5 5 Outlet 15 0 Fixture 5 5 Fixture 14 0 Incandescent 5 Fixture 1 0 Flourescent 5 Outlet 45 0 General Purpose S Receptacle 19 0 General Purpose 5 5 Switch 27 0 General Purpose 5 5 Paddle Fan 1 0 5 5 Receptacle 7 0 GFCI C 5 Service _ 5 1 Phase 3W Service Rating 200 Amperes seal Service Disconnect: 1 200 cb 5 5 Continued on Next Page 1 of 2 S This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. cO 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY 5 S40 FULTON STREET — NEW YORK, NY 10038 SCERTIFIES THAT 5 S S SUpon the application of upon premises owned by S e5 5 5 PAUL R. BURNS MICHAEL&SHANNON SIMONP.O. BOX 1061 17130 NEW c5 FOLK AVE SOUTHOLD, NY 11971-0932, SOUTHO DS"NF NY 11956 5 S 55 5 Located at 17130 NEW SUFFOLK AVE SOUTHOLD,TN, NY 11956 5 `j Application Number: 2007253 Certificate Number: 2007253r�U 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 cS 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 S Basement,First Floor,Second Floor,Outside, 5 5 5 5 CSA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj J 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 22nd Day of October,2004. 5 5 Name QTY Rate Ratin¢ Circuit Type 5 5 Meters: I S S S S 5 5 S 5 5 S 5 S S S 5 5 5 S S S 5 seal 5 5 S 5 5 2 of 2 5 S 5 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 MIA, Town 1441, 53095 Main Road Fax (631) 765-9502 V('), Box 1179 Telephone (631) 765-I b Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD C RT I I I CAI I ON Date:-__ 0 OS Building Permit No. 90 �_�_Z�._-_ Owner: al v (Please print) Plumber. ,,�Iease print) I certify that the solder used in the water supply system contains less than 2110 of V/o lead. (PItunbers Signature) Sworn to before me this day of (V Notary Ptiblic, . IkM (',owity MELANIE 00ROSIQ NOTARY PUBLIC,State of Now Wk No.01004634870 QualifiEVIred In es Suffolk Co I+ Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id Data filename:Untitled.rck PROJECT TITLE: THE SIMON RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 08/06/03 DATE OF PLANS:7/15/03 PROJECT DESCRIPTION: Renovations and Addition to existing house DESIGNER/CONTRACTOR: Samuels&Steelman Architects COMPLIANCE:Passes Maximum UA=301 Your Home UA=279 7.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 706 30.0 7.5 20 Wall 1:Wood Frame, 16"o.c. 315 13.0 3.5 17 Window 1:Wood Frame:Double Pane with Low-E 48 0.330 16 Door 3: Solid 20 1.300 26 Wall 2:Wood Frame, 16"o.c. 96 19.0 3.5 4 Window 2:Wood Frame:Double Pane with Low-E 12 0.330 4 Wall 3:Wood Frame, 16"o.c. 272 19.0 3.5 10 Window 3:Wood Frame:Double Pane with Low-E 72 0.330 24 Door 1:Glass 20 0.360 7 Wall 4:Wood Frame, 16"o.c. 68 19.0 3.5 3 Window 4:Wood Frame:Double Pane with Low-E 4 0.330 1 Wall 5:Wood Frame, 16"o.c. 132 13.0 3.5 7 Window 5:Wood Frame:Double Pane with Low-E 30 0.330 10 Wall 6:Wood Frame, 16"o.c. 216 13.0 3.5 6 Window 6:Wood Frame:Double Pane with Low-E 88 0.330 29 Door 2:Glass 34 0.360 12 Wall 7:Wood Frame, 16"o.c. 495 13.0 3.5 30 Window 7:Wood Frame:Double Pane with Low-E 53 0.330 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 912 19.0 3.5 36 Boiler 1: Other(Except Gas-Fired Steam),88 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date F/7/03 i TOWN OF SUFFOLK COUNTY N.Y. ; �•eoAE.eT"Y CO. CLK. N0. FILED • SEC ON D ST�2EET ,� EI 1 ^ I rlt 1\ — cewc.'•'was,C,. • ' to � v ii7 �• ti N m 0 o ve .e ,a�a� '4• p F.eDME Po � y ,DWELL/ALJG m 14Z (� , i LINN.4 V•4NG/ SURVEYED sEPj.'B, 19c35BY WILLIAM R. SIMMONS JR. P/O BOX 377 / JAMESPORT, L. I., N. Y. 11947 �' - FILE N0. //, 99/ PAGE .2>4 GRID&'-39 : _ .- NNNNNNNNNNNNN ..�,.,�. .. ;�_ � NNNNNNNNNNNNNNNNNN ■NNNNNNNNNNNN®NNNN - . NNNNNNBNNNNNNNNNN ; MON NMIN NNNNNNNN MEM NNMO NNNNNN NOMM INNNNNNNNNNNN NNNNNl 7P 7NNNN NNNNN==U�NNNNNNNN .x, NNNNN�NNNNNNN - NNNN�NI�N�N ON ME NNNri�NNNNNN NNNN : .. ..tionL �® ment Interior Finish +v _ • • r i Porch '.• • P♦ r DormerPorch Rooms Ist Floor Room s 2nd F1 oor WdI TOWN OF SOUTHOLD 0196P RTY RECORD CARD OWNER STREET/ VILLAGE DISTRICT SUB. LOT ..r � `�a -rr " ' ' +�= �a �� �7'�•�e.f' ::, erg/ c�u�� /l� #/L� e,rG• .. FORMER O NERN E �/ ACREAGE L&nr�ox -te p ?- /DS /icx, Wjec ,,/ Ane� TYPE OF BUILDING RES., /O SEAS. VL. FARM COMM. I IND. I CB. MISC. ) Est. Mkt. Value do � Q 534Z- LAND IMP. TOTAL DATE REMARKS L fa d' 9 Q0 d l/f ARJ^ !` �D 4 tom, '366 /3 6,6 06hi 4aas�a.,►r�p�f'. dt��a dor��011 0 7L) / �'d 0 dZ3i4 D l 19 G 7 /� o - - J a o © c) fi' 0 a /� �� � � as 91 - BP�c� _5 91781 n sf Tty N-c. EZ766D ND EW NORMAL, B LOW ABOVE FRONTAGE ON WATER _ FRONTAGE ON ROAD 7l0t` e a• d'y', L mp �. 370 a yr 40 Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 Woodland � Swampland r B rush land House Plot Total - 11/25/2003 01:38 5167346407 SAMELSSTEEL'M PAGE 01/01 S A M U E L S & S T E E L M A N November 24, 2003 Southold Town Building Department Town Hall Southold, NY 11971 FAX 765 9502 Re: SIMON RESIDENCE 17130 Main Street New Suffolk, N Attn: Damon hereby certify that the new work in the above referenced project meets the New York State Building Code standards for LIGHT, VENTILATION and EGRESS. J Please let�us know of any further information you require. Thomas C. Samuels, RA ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 i FAX(631)734-6407 11/2512003 01:38 5167346407 SAMUELSSTEELMAN PAGE 01/01 S A M U E L S & S T E E L M A N • November 24, 2003 Southold Town Building Department Town Hall Southold, NY 11971 FAX 765 9502 Re: SIMON RESIDENCE 17130 Main Street New Suffolk, NY Attn: Damon I hereby certify that the new work in the above referenced project meets the New York State Building Code standards for LIGHT, VENTILATION and EGRESS. Please let us know of any further information you require. Thomas C- Samuels, RA . 47 OF IVt ESV.`.�oy"� ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)73d-6407 BUILDING EXAMINER CHECKLIST DATE REVIEWED: 1_/_%__/03 APPLICANT: DATE SUBMITTED: _2; / /03 SCTM#DISTRICT: 1,000, SECTION: _, BLOCK: __I_, LOT: QZ, I SUBDIVISION-5C 5 , ADDRESS: IgIW IYlaj CITY: Uf'��� ZONING DISTRICT: Ra CONFORMING?Iklc) BUILDING PERMITS OPEN/EXPIRED: PRE CO:3 OR N I-?9-Q a 9 3/? Y BP 104&L -Z/C/0 Z-�, INFO Au-Li {�p�/BP 19 -Z/C/0 Z- aU 51 , INFO BP-� w i-Z/C/0 Z-5 5-bR INFO rc) Qom• . /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7i REQ. LOT SIZE: o ooa ACT. LOT SIZE:REQ, LOT COV. 606 ACT. LOT COV. REQ. FRONT L95 PROP. FRONT REQSIDE- P� ACT. SIDE REQ. REAR a!5 PROP. RE 'g REQ. HEIGHT: 'ROP. HEIGI&T-- •� F2nN' S A v� 7,e PROJECT DESCRIPTION: A �W- I' ! ESTIMATED PROJECT COST: HITE NGINEER: n�t� WATER FRONT? DE CRIPTION: PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or O, QED #): DTE: / / PERMIT #: TOWN SEPTIC RECEIPT: Y orf �-� NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o(2D DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or DTE: / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES or DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT #: TOWN HISTORICAL PRE (SPLIA): Y o O NEW YORK STATE CODE COMP ANCE (SEE PAGE 2): YES or NO NOTES: e L✓ Nte�et FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SLS SF SECOND FLOOR: _SF OTHER: SF INIT OTHER TOTAL TOTAL: _SF FEE FEE FEE 1. ( �( SF)- ( SF)= SFX $ =$ +$ +$ _ $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ _ $ 3. (-SF)- (SF)= SF X $ =$ +$ +$ � .--_- FINAL TOT$ / l NEW YORK STATE CODE CO CE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN C RIA: Ground Snow Load: 45 Wind ed: 120MPH Seismic Design Category:B Weathering: Severe Fros epth:36" Termite:M-H Decay: S-M Design Temp: 11 Ic ield Underlay: YES FI od Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ` DESIGN CRITERIA: ENGINEERED VJ i' C FULL FRAMING DESIGN ELEMEN /N 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 CALCULATION�a LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTSO&N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE.a MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAnIIDN LOCATION OF FIRE PROTECTION EQUIPMEN Y TRUSS DESIGN: YKI CERTIFICATION: Y6 ENERGY CAL(;CO TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 765-1802 BUILDING DEPT. INSPECTION [ 4,r�O4NDATION iST [ ] ROUGH PLBG. [ ]'FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: " DATE 3l 4 INSPECTOR z� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R MARKS: 1 � °'J Wks� ,(,,+ A,4vA- r-c Aft-s-% © , �C T r`�wt • S`�-is t- d DATE ° INSPECTOR 1�.i 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS: � n � �7c DATE � � INSPECTOR ' "� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [gFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: °�"� lAvt� DATE �O1 �� � � � INSPECTOR�� z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I t 41 � DATE �02�/0 - � � INSPECTORS ��� FLLt�Il�TS�'ECi'I RPO1�T DATE C011�IlYiEcI't'S ,,. M FOUNDATION{1ST) W ' C rim • t� FOUNDATION(2ND) WN „4-t T 'ROUGH F,RAIM�3G& � PLUIVIBaxG cat -�o�aLC t) �J ►�3 INSULATION P=N.Y. y STATE==MW CODE LIO.-0 FINAL ' ADDITIONAL COM1�S 0 • r . ti d .. w.. ter. BUILDING DEPARTMENT Do you have or need the following,before applyin TOWN HALL SOUTZIOLD,NY 11971 Board of Heath TEL: (631)765-1802 3 sets of Building Plans Planning Board approval FAX: (631) 765-9502 www. northforLnet/Southold/ PERMIT NO. g� Survey Check Septic Form f� N.Y.S.D.E.C. Examined 20 3 Trustees Contact: Approved 20_3- ' Mail to: Disapproved a/c �WV -f 1 Expiration i 2 Phone: 13*w 0�5 ,20 Building Inspector APPLICATION FOR BUILDING PERMIT AUG "I$ F;. Date o 20_0 INSTRUCTIONS �� a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the If applicant is a corporation, signature of duly authorized officer roll or latest deed) (Name and title of corporate officer) Builders License No. Plumbers License No. 01CL/V0 Electricians License No. l,74 Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section //`y Block Lot Subdivision '2, 6V Filed Map No. Lot (Name) 1 � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy //A161,& f&V/L f I�fOLrl� b. Intended use and occupancy VE 3. Nature of work(check which applicable):New Building Addition ✓ Alteration 1 "' Repair Removal Demolition Other Work (Description) 4. Estimated Cost 6 0/Lx, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units (ME 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 existin structures, if any: Fronts%�0 �/ Rear �0�-�b �� Depth Height / J Number of Stories ZLUD Dimensions of same structure with alteration or gdditions: Front fl �,< Rear ��� # Depth / � " Height �/ '�� Number of Stories TWO 8. Dimensions of entire new construction: Front ;_ %©y Rear 0%C7 0 Depth 3✓%[D �� Height ,2D i 6 " Number of Ston\es- 71-wo sf/may �'6 /3 Rear D 10 / Depth 1,2q- 10. ,2 9_ (y l 9. Size of lot: Front. � _ - 10. Date of Purchase Name of Former Owner e�EiV/VlE �O�l�lAR 11. Zone or use district in which premises are situated L�'-'7"t/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises L91i.10 Address, 303 &&k hone No. W Name of Architect eti4lll U S'l" J?2 Address ( et,-N606 WJE Phone No § - 5" Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BF,iREQUIRED. 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) S: COUNTY OF& �&9 G, k?4jjV()a,, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the AV-fft M(:�r (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' it 20C�-3 4 Notary Public PATRICIA RICHARDS Signature of Applicant Notary Public, State of New York No. 01 R16042467 Qualified in Suffolk County Commission Expires May 30, 200p-per • i SURVEYED FOR:- JO/-/ / G. LOCATED AT /t z--7AV TOWN OF SO4/7h/OGL7 SUFFOLK COUNTY N.Y. � LOT MAP OF CO. CLK. NO. FILED SCALE 1" = eO- SUFFOLK CO. TAX MAP DATA:- `�ECO/L/U S7742EE/7- DIST./000 , SEC. 11700 � E BLK. 09.00 LOT 02BOo/ —• 1 CFFSETS FROM STRUCTURES + ccAfc. •wecr.,-. • . U► n' TO RELATIVE SOUNDRY LINES, � v //7 ON SURVEY, ARE FOR A m _ •a.c. ra„�.0 IOU0 5vcCftJC USE ONLY, AND SHOULD NIOT HE USi:D FOR Z�• m„�. � CONSTRUCTIOt-1 OF FENCES � � p ovTie Me OR O T H::; STRUCTU;2ES. •.4. f R U .DWELL/dClG Gv'4�Q,vJ-�El� 7-0: . r,. i 1-/0'41-/ G. ¢`✓ENti//E .f 0AAA.14-E: W O�iv/E S<t vi�c/Gs B•Q�v,� c ,c%w y t �'"0550"lit/ wed «ea /25 l05 ' -ti .4 V.4NG/ _ — SURVEYED SEAT'e, 19<55BY – WILLIAM R. SIMMONS JR. P/O BOX 377 JAMESPORT, L. I., N. Y. 11 947 FILE NO. ��.9.9I PAGE 24 GRID,�39 DRAWN BY jf' ry GE P UMBER CERTIFICATION UNDERW CERTIFICATE OA L APPROVED AS NOTED CE F REQUIRED ICATE OF OCCUPANC REQUIRED DATE: ; g,p, y Oq LDER USED IN WATER FEE: -� gy. S PPLYSYSTEM CANNOT NOTIFYBUILDING DEPARTMENT AT CEED 2110 OF 1%LEAD. 765-1802 SAM TO 4 PM SITE DATA FOLLOWING INSPECTIONS:SITE THE 1. FOUNDATION - TWO REQUIRED SCTM # 1000-117-9-28.001 FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PROPERTY: 17130 MAIN STREET 3. INSULATION 4. FINAL - CONSTRUCTION MUST Lu ADDRESS NEW SUFFOLK, NY ! BE COMPLETE FOR C.O. Y �S" VENT THRU ROOF ALL CONSTRUCTION SHALL MEET THE OWNER: MICHAEL BSHANNON SIMON REQUIREMENTS OF THE CODES OF NEW 0 PO BOX 303 PORK STATE. NOT RESPONSIBLE FOR Z } MAINSTREET aIiL. NEW SUFFOLK, NY 11956 DESIGN OR CONSTRUCTION ERRORS. 3 TEL. # 734-7237 CERTIFICATION OF W W NAILING 3 CONNECTIONS Z SITE: 9,563 SO. FT. = 0.22 ACRE REQUIRED. Q AREA I _ — 5 55°25'00" E 76.13' PLUMBING �� ZONING: R-40 DO NOT PROCEED WITH ALL PLUMBING WASTE _ Ifl FRAMING UNTIL SURVEY 8 WATER LINES NEED _ /O" VENT TESTING BEFORE CO RING I 6 OF FOUNDATION LOCATION 1 a0 ry FLOOD: X HAS BEEN APPROVED. 6 _ ZONE P Lu S" VENT STACK I 1-1/2' VENT—� I I-I/2" VENT-a I 1-1/2" VENT I-IJ/2" VENT--� `-I/7' VENT __ FLOOD ZONLl SURVEYOR: WOILBLIOXM R. SIMMONS, JR.377 COMPLY WITH CHA E,R"46* o I I I I 26 '6 S -O 21 -I DAis� TED: SEPT. 19887 SOUTHOLD TOE PR VENTION SOUTHOLD TOWN CODE. FOUNDATION WALLI I 34'-6° NOTES: ELEVATIONS SHOWN ARE REFERENCED O TO N•G.V.D. 1929 DATUM. EXISTING ELEVATIONS ARE SHOWN THUS: 5_0 OMPLY WITH ALL ODE OF 9" WASTE STACK PROPOSED EXISTING CONTOUR LINES ARE SHOWN THUS: I s' WPs� TWO-STY. NEW YORK STATE 8 WN DES �2" VENT ADDITION THE LOCATIONS OF WELLS AND CESSPOOL'S RE UIRED AND C DITI SOF 1-1/2 VENT EXISTING N/F MICHAEL 4 SHOWN HEREON ARE FROM FIELD SOUODLDT ZBA Y �� RE51DENGE OBSERVATIONS AND OR DATA OBTAINED =0 2• vE1vr� I — �— I I ANNA VANGI FROM OTHERS SOUDiOLDT RAN BOAAo LL I-I/2" VENT LL PROPOSED FIn. Floor SOUMOLDT T S LL ENTRY Elev. +11.60 N.YS.DEC m S' FRESH AIR VENT THRU I PORCH OCCUPANCY OR WALL ABOVE 61 IS" VENT STACK I � I I USE IS UNLAWFUL AREAS WITHOUTCERTIFIC�ATE M, CDNECIL11 I0 = W OF OCCUPANCY M CODES OF NEW YORK sr EHE Z PT I 2" PIASTE LINE I A A I EXISTING RE:51DENCE:: 660 S.F. PROPOSE& ADDITION 253 S.F. S" WASTE Z 4" 4.1. HOUSE TRAP XISTING TRELLIS I EXISTING ACCESSORY BLDG: 134 S.F. fn Q • m VolV I To REMAIN r �u^ PROPOSEQ TOTALI,_)o o e KY ` SITE COVERAGE: 1641 S.F. w -3 •w z g '� !=;R Lu z 1 `7 .2 % = W .wow PLUMBING RISER DIAGRAM O I aN = l � W . moo Q \ I ALLOW. SITE COVERAGE: 20% xM NTF_ VIIJ-II Isu I u DRIVEWAY y y • U O V A I EXISTING AGGE55ORY BUILDING EXISTING I SSEftED qq� LAWN PROJECT SITENEW � �• I_v d, j4f ij PROJECT NO- _J 230S 22'-3 Ts NORSEESTH TS Z N 8502710" W DATE: -( / 15 / 03 N/F ANNE POLASHOGK s+ i.'w SEE SHEET Til SITE PLAN ,1t SITE Scale: 1" = 10' LOCATION MAP PLAN SHEET NO " X WY V ° ZW w D W OC A AZ A 4 4 4 —T"Z—r x 5 REBAR DOWELS O _ 1 •12" - IB" LONG ON I UP EZEMBEBED DEC.G2�5 I I INTO EXIST EXIST - S EXIST 4'-0" ALIG J 1< LL LL blEINI O . 1 .__ RJF ' PANTRY ., L1. Existin o 11 n W W -, w I DIrl1n p �__ v Ip ++ N Exlstina I x Existin Room ' Exlstlna �Iy �� Mo5ter Roof EXISTING F�1 K tchen 1 1 FLO INS W< XX EXISTIN / —2 Bedroom _� FLOORING gNg N FLOORING I N m W 0 (5)2x4 POST r Z EXISTING I Deck IU�Gi I FLOORING 9e/r$bEe ® p 5TLEGOL (9)2X10 NOTCHED TO FIT G �D T' \,� N OPENING -� F LP FOUNDATION OR EXIST P3050 _ EXISTING _ ��_ 'i 10 GIRDER —(2Jg I _ 7 E EX (2)2x6;7 jr, STL PL �I K p QI I I I I II" ADD ADDITI Dose DECKING 'Q p �ry I I I I I I I '; H \ DNI I I I TREAD AND " ry New Graw Y I ( I I I xJ I I +I � N RISER TO MA H I 4)Ab EXISTLNG _ _ I 1 _ ..I � EXISTING TO �' GIRDER 5 qGe :r I I I '0 x N ' Ent MATCH I it Existlrn� Basement HECK EXISTIN �xb sl6" 11 pl EXISt LRe - w NEW WOOD I EXISTING m m FLOOR GGA Hal GiU otl z• . FLO PRIINNb U h t INEIN TILIIIIDII1 f IL x r` swy,Q _ x1+.e_ ry A�REPL As J3J3xfz Q. Rem . FLOORING` .13L-'ij Y.)- J W .-i B O. CnpPNI ry�d T N RE D J �- 12 ,0 ° &� r • I.1 F i FI - I F- -' -r Q I -� -�1 y� EXIS E ENi lyl J• rc N - kJ NEW YbOD ( 2x6 •Ib" z YY �y N F t .b I WI O O EE 1---i 1- - TrLE � . � ��, 1 " A __ I FLOORNG (9) 2x6 GGA �ry 12 DIA GONG PIER x EXIST (EXIST LIX I Ir INb COLUMN TRIMER Pa" MOVED (9)2X10 NOTCHED TO FIT ' 42" BELOW GRADE � W' � (2)2>ta (2)7ex8e YV 1x8 PROVIDE _ axb EXISTING _ _ R FOUNDATION O '�^ a TOP 4 —PTOM DECKING ABOVE 5'MELVING BY OVWER x MEGH � (2)2x6 W/ 9x5 STL PL fit ENTRY PORCH �. W• n R 2x EQUIP y�� \\— t EXIST ` NEW 8 112" 5TL a ~• S I LALLY COL _- (5)2x4 Exlstln POST A I STL GOL �Ir1µn�� .y' N U)- PROVIDE 4x4 P05T I Livin OI U) POST FROM `�'q�X EXIST L� R106E TO GJ ry Room p�N 9� X1 I W NEW �0 E-XI57IN6 a 61 9x10 FLOORING 6 F _ TO MATCH E LING FLOORING NBW LLI O GIRDER 1= F f 2xb 016" Renovated _EXISTING__ FLOORING NEW Stud r GE�INC NEW 2x4 FRAME W R Om TO MATCH N ��j ry I W �I� `;� �v�SZERc us R�h�/� r EXlstlno EXISTING K WALL TO A-LIGN ExI5r1NG � > �u p a• rs ^.� Amanda's FLOORING KY w ExI5rIN6 EXISTING _ I OIO Roam 1x12w5o FLOORING o�o T EXIST( O LL§ to EX15TING GL. FLOORING +� O _________________ II `� 2e,9e } (9) 2x10 -______ T 2D �� 288 TW28 Al N • ML�M`( C%W U _ S C%W145 - _ REMOVE EXISTING AL N j Exlstln BAY WINDOW AND NEW x6 FRAME WALL 1,9(S 6„ PROJECT NO: 2308 Entr 2'-9" FRAME NEW WALL —� A5 REQUIRED Porch a'-G" DRAWN B UT EXISTING 5TRUGTURE NEW ADDITION CHECKED BY: TS T DATE: 7 / 15 / 01 EXISTING STRUGTIRE NEW ADDITION EXISTING STRUCTURE NEW ADDITION 114" = 1' - 0" SHEET TITLE: FIRST & SECOND FLOOR PLAN FIRST FLOOR PLAN BASEMENT PLAN SECOND SCALE: 11d" = 1' -0" SCALE: 114" = 1' -0" SCALE: 114" = 1' -0" FLOOR PLANS SHEET NO: 1 I W � V ° REPAIR EXISTING VII z W RAILINS AND LOA PITC+ED R00PIN6 ON NI 6 STRUGTUlE Z EXISTING MASONRY LR APTBUILDINGIMG NEN ROOF CHIMNEY STRUCTARE ui MlBX ROOF OV9WANS AITH ETH TRIINS ROOF MAIN OVERHANGS TRIM TO MAMY.H EXISTINS — WITH 'IRIM TO REMAIN FX19 IN P EXISTING ROOFING REMAI EXISTING ROOFING TO REMAIN EXISTING TO REMAIN SIDING TO REMAIN LXISTI NEW FLASHING -- SIDING TO EXIISTINS ® REMAIN SIDING TYJ req I dXIST S E%ISY EXIST IS I I REMAI WIN. IDI WIN. IN. WIN. WIN. WIN WIN. WIN. TO EXIYIYNG SIDING - TO REMAIN EXISTING SIDING I'�X O TO REMAIN I"uT'L EXISTING NEW ROOF OTO MATO WITH TRIM mcce M411 SNS TD AND GUTTER TO MATCH EXISTING h EXISTNS STAIR TO REMAIN I Y NW 9HII 51P FuiIIIIi I FF=ml I ..I WIN. EXISTING SIDING EXISTING MUK WIK WI WIN O TO REMAIN MASONRY U. Ewx Eax CHIMNEY � LL WIN WIN EXISTING SIDING TO REMAIN — — — — – W, 111. j Ell I m w EXISTING — — — — — EXISTING FQA;AnoN IlEW POUNmATION EXISTING PdJIlDATI I— Z ]EXIST DDDR EAST ELEVATION- NEW ADDITION EXISTIN65TRI1GTURE \ SCALE: 1/4" = V -0" / cS z- SOUTH ELEVATION � Q. P 1 EXISTING J E o °> 3 CHIMNEY W J' z 7 W• rc PROVIDE NEW SILT o NFT ROOF 4 PITON OF FLASHINS MYPJ W EXISTING Q F• u 13 VINRI ROOF OVERHANGINYVTH G PRODE NEW S1EP TRIM Mb MATCH EXISTING N �' FLASHING (TYP MKSTING ROOFING EXISTING ROOF STRUCTURE EXISTING ROOFING TO REMAIN eYOND TO IlMAIN TO REMAIN NEN ROOF OVERHANGS WITH NEW SHVTTERS "— I TRIM TO MATCH EXISTING DING TO ISIDIH6 TD REMIN OVERHANGS -O ® � ® REINTID ®w I'-0" -- MAIM,OVERHANG, 6UI'IER TO REMAIN E1R IN& T STINS ewST EXISTING STAIRS TO REMAIN ST c U3 C r MATCH EXISTING SIDING TO y? IN — — ® — SDIKIN ® ® "" ® RI?MAINtr ran SHINGLE OV9RHIjXG TO MATCH EXISTING 19 '16 layRo — — — — REPAIR ENDS OP GXISTIN6 ,I ND'Y OVERHANG AND OVE RHANSS TO MATCH EXISTING — — — - GUTTER TO MATCH EXISTNS PROJECT N FTTw%m Arra CIX ® � = � ® ® � 2308 cwxD wITH Ix N IUT Ij- STir LP TO FIRST FLOOR AK ® NEW NEW ® FINISH FLOOR ® NEW KIN. vvN. HN. wKK HECKED NEN ® ® NEW TS Nm SHINSLE D 7 / 15 / 03 SIDING- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NM POLWPAnON REA POIRXDATION NEW MIMDATION 1/4 SHEET TITLE: _ - - - - � � - - - - - - - - - - - - - �� _ _ _ _ L�_ � BUILDING EXISTING GTM7UCTURE "E" ADDITI°" ` ELEVATION � NEW ADDITION NF1N ADDITION MAIN ST. ELEVATION 2nd ST. ELEVATION SCALE: 1/4" = 1' -0" SHEET NO: SCALE: 1/4" = V -011 3 a -- W � V0 NEW RIDGE W (2)2x10 NEW ROOF STRUCTURE TO MATCH WZQ EXISTING PITCH AND STRUCTURE, PROVIDE NEW ROOFING TO MATCH EXISTIN6 ROOF STRUCTURE EXI97IN6 ROOF STRUCTURE BEYOND BEYOND TO Rr;MAIN---\ / W PROVIDE HURRICANE NEW ROOF STRUCTURE TO i \ STRAPS TYPICAL MATGH PITCH OF EXISTING HEIGHT OF NEW PLATE TO MATCH _ �= EXISTING PLATE AND CEILING HEIGHT FA5CIA AND SOFFIT TO MATCH EXI5TIN6 PROVIDE NEW PROVIDE NE NEW MATERIAL AND DIMENSIONS TYPICAL Y INTERIOR FINI E WINDOW J INTERIOR FINI5HEV\ BOTH ROOF PLANES TO ®� TYPIC TYPICAL V O \ MEET AT EXTERIOR WALL LL d 2x4 ® Ib" \� _I W LL 7+\ R-15 BATT I U �' L FLASHING TYPICAL (q I ! RenOVQted NEW 2xb ® Ib" W/ R-19 ROOFING TO PROVIDE NEW ROOFINTO MATGH EXISTING ROOF SLOPE TO R n YQted O DOOR - DETERMINE PLATE HEIGHT - G St Both = -I I H�ef1 NSULATION W VERIFY HEIGHT OF PLATE L .TILe - R Z L L VERIFY ROOF PITCH WOOD F ORPNY T ATGH T ��� =- 1 iL-moi J-� M�7ONFb PROVIDE HURRICANE EXISTIN N PLY UBFLR .1. _ ST �ff/ TO MAT EXI5TIN LT 1 STRAP5 TYPICAL TYPIGA 1 �7i – " R-50 BATT IN5UL L -� -'- - HE16HT OF NEW SUBFLOOR TO _L, : L . S_ a r MATCH EXISTING 5UBFLOOR � TI7 ' HEIGHT OF NEW PLATE TO MATCH EXISTING PLATE \–PROVIDE NEW �—FASCIA AND SOFFIT TO MATCH EXI5TIN6 Z PROVIDE NEW NTERIOR FINISHES MATERIAL AND DIMENSIONS TYPICAL a m _ INTERIOR FINI5HE5 TYPICAL –� �• a ; NEW WINDOW TYPICAL 3 STUDS TO MATCH EXISTING ® 16" w J Al BATT INSULATION w• pi New 6Ue5t S II New n r Addition a �. NEW Room NEW DOOR O DOOR O to Kitchen FWOOD FLOORING TO MATCH FLOORING TO MATCH EXISTIN& ON PLYWD SUBFLR EXISTIN6 ON PLYWD O MATCH EXISTIN6 SUBFLR TO MATCH HE16HT OF NEW SUBFLOOR TO TYPICAL rZX1571N& TYPICAL MATCH EXISTIN6 SUBFLOOR HEIGHT OF NEW SUBFLOOR TO MATCH EXI5TIN6 SUBFLOOK GRADE 2xb FJ a Ib" W/ �f GRADE R-19 BATT INSUL New Growl Space °" '' y" 8" THK GONG FDN ON 5"x16" GONG 2" THK GONG ° NO: 2308 ' F76 5'-6" BELOW GRADE SLAB in : UT ;HFCKED BY: TS 7115103 112•' = 1 _ 0 BUILDING SECTION "A" SCALE: 114" = 1• -I" BUILDING SECTION 4 NOTES STRUGTURAL REVIEWUIG BY STEVE MARESGA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS PHON r WEST MONTAHIGHWAYY , HAMProN BAS, NY IIG46 FOR, WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND 5U5T5 PHONE 631 728 �i480 ( MAXI MUM MEAN ROOF HEIGHT: 35') 5IMP50N LATA - 20 ROOF RIDGE STRAP - ALL ROOF RAFTERS r USE/OCCUPANCY \ NVENIOFSTRAPEACH RAF'fER CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY \ REQUIRED - 24" FROM EDRE PE516N IN ACCORDANCE WITH AMERICAN N.7.5. FOREST PRODUCW TS WOOD FRAME CONSTRUCTION FOR PANEL SPANS: O < 4'0 WIDE SPAN MANUAL FOR + 2 FAMILY HOUSE Y 23/32" APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVEPTIVE METHOD (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF '-011 MAXIMUM HURRICANE CLIP USE 55GROUND SNOW LOAD - 45 PSF. � �. SIMPSON HIS FIRST LEVEL - 40 PSF. L.L. ATG LIVING AREAS - 40 PSF. L.L. LU, ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING Al %10x3" (w/ WA51-ERS) GALVINIZED OR STAINLESS STEEL BEDROOMS - 50 PSF. L.L. Z SIMPSONLINAI HID HURRICANE wooD scREw ® Ib" O.C. RAF NAILED. FROM WIND SPEED - 120 MPH Q ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER r0 sTlJv. - FIRE AREA 010 TEE NUTS ATTACHED TO BLDG. w/ NOXI-1/2 ( A/ WASHERS) TYPICAL ALL RAFTERS SEISMIC DESIGN CATEGORY - 8 MACHINE BOLT a 12" O.G. k 5 - ad NAILS EACH END RE51 DENGE: 1630 5.f. (total) WEATHERING - SEVERE � APA RATED PLYWOOD TO FR05T LINE DEPTH - 56" TYPE OF CONSTRUCTION EMEND TO TOP OF TOP PROVIDE ad COMMON PLATE NAILS s 4" O.c AT TERMITE - MODERATE TO HEAVY EXTERIOR EDGE OF ALL SHEAT}+INR. DECAY - SLIGHT W CONVENTIONAL, LIGHT FRAME WOOD CE SHIELD UNDERLAYMENT REQUIRED - YES GON57RUG7I ON z GENERAL NOTES O I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWA6E DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Y PLYWOOO 5HEATHIN6 MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. cn J TO OVER LAP BOx SEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O LARCH STRUCTURAL GRADE •2 OR BETTER. CHANGES PRIOR TO AND DURING 0ON5TRUCTION. LL 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENT5 TO BE LL DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 2 x 6 w Oc PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. STUDS 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRID61NG TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FA57ENER5 TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. LJj b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND Z INSURANCE NECESSARY TO PROTECT THE ENGINEER VERIFIED BY CONTRACTOR(S) PRIOR TO START OF WRA RAP + NAIL STP CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. AROUND SILL PLATE G - od NAILS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L 19. DO NOT BACKFILL AGAINST FOUNDATION WALL5 SIMPSON M57-2-1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1/2" WIDE - 20 SASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP @4a" 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL OC, THESE CONDITIONS ARE MET. ALL FILL. BENEATH AND BASEMENT ( IF APPLICABLE ). POSITION NEAR NAIL SHEATHINS TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 45% Ed NAILS s 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ca z . ry 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND y < , m•`,S ON EACH LEVEL OF DWELLING A5 REQUIRED BY i- 2 - >•5 REB7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE AR 2 x 6 SILL PLATE SUPPORTED BY DOUBLE UPRIGHTS, 9 O FT AND OVER m ACG TREATED BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. _J f • a O�d SEE FamvATlaN DWG. �i MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO FOR DE516N. :!'`' " 5/6" x 12" h8. 040" OG. W _J . Z 3 •C W FENDER WASHER. 8. PROVIDE FIRESTOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT a z 1. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D W .02 ui 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED F ¢N06 CHIMNEYS, SKYLISH75, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • r=;? a AND DECKS ETC.. 23. THE NY5 CODE5 AL50 APPLY TO ACCESSORY HOLD DOWN + SHEAR CONNECTION 10. DQ NOT SCALE DRAWINGS. STRUCTURE DESIGN. CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24 GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD SHALL COMPLY W/NY5BC CHAPTER #2304.4.6 FOR THE INSPECTION OR SUPERVISION THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING C0171E COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. gyp? G NAILING SCHEDULE FRAMING NOTES S4 41 TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED IO. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 6 d ® 4" e 6 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR ED6E5 AND 6 d a 12" ox.. �,gkM VO BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZES 2. ALL SHEATHING To BE APA RATED, EXf°OSURE' I, 5/8" PRO EC D H II ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 2308 RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARGHITEGT. o �Io o CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 5. ALL 5UBFLOORIN6 TO BE APA RATED 'STURD-I-FLOOR, DRAWN BY: ul GEILIN6 J015T/PARALLEL RAFTER 7-16d (FACE NAILED) EXP05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING J015T LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CHECKED BY: COLLAR TIE/RAFTER 2-8d (ea. end -I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TS SABLE ROOPS BLOCKING/RAFTER 2-8d (TOE NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE R l� RIM BOARD/RAFTER 2-I6d (END NAILED) CUPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CONNECTIONS. -T�IrJ�O3 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A o TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X8 OR AS 5HOWN ON DRAWING. H STUD/STUD 2-I6d (FACE NAILED) 13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA - HEADER/HEADER I6d (PAGE NAILED) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD JOISTS, AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS R PER N.Y.S. GODS OR A5 NOTED PRODUCTS AL EQUAL. ALL JOISTS, GIRDERS AND lO° o k450 BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) ® CUL O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB O J0I57/5ILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRNAIN65 BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" STRUCTURAL h 5LOGKIN6/J015T 2-8d (TOE NAILED) ILL OrTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL TO REQUIRED E FLOOR NOTES & SABLE ROOFS BLOGKIN6/S 7 DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Io9 Q c45 0 LEDGER STRIP/BEAM 5-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE A5 PER MANUFACTURERS DETAILS IQ o< e 4,50a -10157 ON LED&ER/BEAM 3-8d (TOE NAILED) PROVIDE ed COMMON NAILS • 4' O.C. BAND J015T/JOIST 3-I6d (END NAILED) 8 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH FIRE SURE ZONE - 6" O.G. BAND _1015T/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY AT INTERIOR PORTIONS OF ROOF - TYP. 14 ALL MULTIPLE LVL PRODUCTS TO HAVE . ROWS OF I/2" DIA HIP ROOFS PLYWOOD ROOF PECKING 8d ®4" O.G. EDGES, ®6" O.G FIELD "TECO' OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G . SHEET NO: log R 150 o STRIP SHEATHING 8d (ONE/RAFTER) PLYWOOD WALL SHEATHING 8d s4" OG. FOSE5, e8" o.G FIELD 9 NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. PROVIDE 6d NAILS 4" O.G. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, ® 2" O G FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS I5. THIS DRAWING 15 AN INSTRUMENT PREPARED TO PROVIaES OF PANELS M HIGH T PERIMETER ZONES. FACILITATE CONSTRUCTION AND SHALL NOT BE NOTE : N . 4 F7. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED OWNER. KING STREET IT SETBACKS WITHIN A 300 FT. RADIUS MAIN STREET W I IY i = z0 LOT # 3 0'-9" } 8 I LOT # 42'-10" ) 3 ' `7 W W Z SITE LOCATION � I 38'-0"/4 Q AV RA F RFTgA K — 9'-61. 9 I SECOND STREET I LOT # 5 10'-0" uwj e Lor#s LOT # 6 5'-1" — I I 15'-1"/2 BI AVERAGE SETBACK =i 7'-61/,"0 ❑ O I I Y S -I.. LOT#6 I J L JL7Ll� 0 LL - ---� W 300 cn Fr � w MAIN STREET o ti LOT#I I LOT#2 c m 0I I o Z . Z I I LOT#3 I LOT#4 y Q . J 2 . I I cn o w o y m WJ • � i ; w 2 LL D Lu . I rL W m B I I I I a6�SZERED ARP • I I I I PROJECT NO: 2308 DRAWN BY: CHECKED BY: RJB ---J DATE: JACKSON STREET SCALE: 1" = 40'-0" SHEET TITLE: AVERAGE SETBACK " NEW SUFFOLK SHEET NO: SCALE: V' =40'•0" 6 Jill ! OCT 2 9,M KING STREET --- l' J'iiULD _ s4'-ir' T SETBACKS WITHIN� I A 300 FT. RADIUS MAIN STREET Y � I I LOT # 1 7'-5" 0 Of 0 LOT # 2 27'-0" Z LOT# I LOT # 3 0'-9" 3: Eli LOT # 4 2'_10" Z 38'-0" Q AVERAGE SETBACK = 9'-6" 517 LOGAT ON - - ---- -- PROPOSED SETBACK = 19'-0" cn LOT#s I SECOND STREET w LOT # 5 10'-0" LOT # 6 5'-1" Z I --- - LOT # 7 34'-11" O - AVERAGE: SETBACK = 16'-8" V♦ J O PROPOSED SETBACK 21'-6"Lor LLW :3 CAI \ �a F� _J W n — MAIN STREET o F" z (LOT#I N LOT#2 m 0 jT I I 06 Z . OLOT#3 LOT#4 to 4• v I I I I w 2 • ° C I. w � � p . � u � • I a i' 3 m a ~ t I ED dstus wcy \� I ROJECT NO: I 2'J08 \ I DRAWN BY: RJB CHECKED BY: DATE: JACKSON STREET SCALE: 1" = 40'-0" SHEET TITLE: AVERAGE SETBACK SHEET NO: NEW SUFFOLK SCALE: 1" = 40'-O"