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HomeMy WebLinkAbout42689-Z ��o�gU¢F�l,fcQG� Town of Southold 1/15/2019 g P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40172 Date: 1/15/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 220 Old Harbor Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/5/2018 pursuant to which Building Permit No. 42689 dated 5/16/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH TO AN EXSITING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Finkelstein Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42689 12-17-2018 PLUMBERS CERTIFICATION DATED 01-08-2019 Brad Piecuch Mhnature �o�SUFFuc,r�vTOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42689 Date: 5/16/2018 Permission is hereby granted to: Finkelstein Family Trust PO BOX 229 New Suffolk, NY 11956 To: Additions and alterations to an existing single family dwelling as applied for per Historic Preservation Commission approval. At premises located at: 220 Old Harbor Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-5-2 Pursuant to application dated 4/5/2018 and approved by the Building Inspector. To expire on 11/15/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $512.00 CO -ADDITION TO DWELLING $50.00 CL, Total: $562.00 Building Inspector �fAG59 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. P11 — 15 New Construction: Old or Pre-existing Building: X (check one) Location of Property: a OWHzioc6tne1=7cL) —1k, House No. Street � Hamlet Owner or Owners of Property: _ , Prh'� CIT Suffolk County Tax Map No 1000, Section • 5— lock Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: v Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r Applicant Signature SO!/��®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �® �® roger.richert(Q-town.south old.ny.us lyC®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Finkelstein Family Trust (Schnitzer) Address: 220 Old Harbor Rd City: New Suffolk St: New York Zip: 11956 Building Permit* 42689 Section: 117 Block. 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor:' DBA: Platinum East Electric License No: 34091-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 Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 20 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt 3 Recessed Fixtures 3 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke / co detector, 4-ARC fault circuit breakers, 2-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: December 17 2018 81-Cert Electrical Compliance Form.xls *p� SOUTyoI� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® iO BUILDING DEPARTMENT Q D TOWN OF SOU THOLD JAN - a 2o1g - ,TOWN OF ice CERTIFICATION Date: Building Permit No. `/Z/a dq Owner: pathar Sc Ap o z l e'r (Please print) Plumber.- -)5rgd1 ja)P(uc� - - - - - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Xlumbers Signature) Sworn to before me this (2)th day of Jbnuof 20'R& ( Notary Public, D I k County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NE,n :my NO.01 DW6306900 QUALIFIED IN SUFFOLK COUwr' COMMISSION EXPIRES JUNE 3o,�( # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /70UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o o -,/ i Dows ov.-Im :fD �ft* 9111 . DATE INSPECTOR) lu qw *OF SOUIy TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. V OUNDATION 2ND [ ] INSULATION RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0010- zO DATE INSPECTOR Alai oF soujyOlo # TOWN OF SOUTHOLD BUILDING DEPT. `yIOU 765-1802 INSPECTION 4-LcO [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I l FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE % INSPECTOR �pF SOUTy �o �o * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ' ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: 04\ Nvnb,rl,-q /4qxv ym4tkI I DATE q1 INSPECTOR ,moo !o * TOWN OF SOUTHOLD BUILDING DEPT. ��couMv ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] DOUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: iVint by, l- Vigo Ukk"ohiov), 0 4vwt D ' DATE l INSPECTOR `v W SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING VM 600 ftRIM KS: 1 DATE I INSPECTOR VIL Uf SOUIyO TOWN OF SOUTHOLD BUILDING DEPT. courm,�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f r DATE INSPECTOR SOUr�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q a �ycouff ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF COMPLETION January 15, 2018 Finkelstein Family Trust 220 Old Harbor Road New Suffolk,NY 11956 This letter is to certify that you have completed your project to the satisfaction of the Southold Town Landmarks Preservation Commission in accordance with your Certificate of Appropriateness, issued on May 15, 2018. Should you have any questions, feel free to contact me at the number above. ( incerely, Damon Peter Ralll Southold Town Building Department L E E + CHESONIS -D E S I G N 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 TEL: 718.330.0471 D December 5, 2018 DEC 1 8 2018 Department of Buildings IRUMDUJ7,` up,o Town of Southold, NY 11971 TOWN OF SOUMOLD Subject property: 220 Old Harbor Rd. New Suffolk, NY 11956 Parcel: 1000-117.-5-2 Permit#42689 Re: Certification of Insulation i I hereby certify that for the above referenced property the thermal insulation has been installed in accordance with the approved construction documents, manufacturer's requirements and recommendations and the requirements of the Energy Code 2015 IECC. ARCyi, ES0INY OC Z' ♦ ,� Y Nida Chesonis Lee, RA02 �QD �O,' Lee +-Chesonis Design T LCD 1 1 • � • COMMENTS FOUNDATION(IST) 'FOUNDATION (2ND) t�F-A�1~ M, % :ROUGH FRAMING&PLUMBING _ -u INSULATION PEkN.Y.. t MIA .. STATE ENERGY ��-_. r :: � . . • :� � - � ,'�� � ate. „ �., M n U,�jp ral!"iWo �M"M 1 ��Cl W� - i ADDITIONAL COMMENTS id TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 „ . Survey Southoldtownn'y.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 'Flood Permit Examined ,20 Single&Separate D •, ; Truss Identification Form D Storm-Water Assessment Form fAPR ® 5 2010 Contact: Approved ,20 Mail to: '',/li 1Wer c Disapproved a/ Bt `. .-. ��,"={ P o Z VN OF _ Phone. • q+'1 A15(0 Expiration- _ ,20 ZZA ► Y ector APPLICATION FOR BUILDING PERMIT Date' , 20� INSTRUCTIONS 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 Certificdfe 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 purstlant 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) fowl , 4 A (Mailing ad&As of applicant) State whether applicant i``s'' owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �Vpp�1 �}- Name of owner of premisesfq ( G'G (As on t tax roll or lat -m deed)' If applicant is a corporation, signature of duly authorized officer � �/LGl �Ctil •1�l�a (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of Ian on hich proposed work will be done: House Number Street Ha le County Tax Map No. 1000 Section Block Lot �' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C. � r b. Intended use and occupancy s , 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost— I b ,r 06L " Fee /771 r__Z (,To be aid on Pilin this application) 5. If dwelling, number of dwelling units ; s=Nuirmberof dwelling units on each floor If garage, number of cars U 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. `! 7. Dimensions of existing structures, if any: Front �` L Rear L b Depth Height H Number of Stories'.';I' ly is a` If l Dimensions of same structure with alterations or additions: Front Rear _ Depth '� 1 , A. " Heigh�t. . . I� ► Number of Stories 1/j 8. Dimensions of entire net,,6 n� r=c Pion: tont Rear Depth Height 11 �� 1 Number of Stories } 9..: Size of lot: Front'' 1`14.77`�- Ream. 'L-3 Depth �-3 7• � ' 10. Date of Purchase 1 Name of Former Owner WhI'. 11. Zone or use district in which premises are situated F 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_XWill excess fill be removed from premises? YES NO 14. Names of Owner of premises ;5-hllihLO' Address old h;WJWK.N 5 Phone No. 117^ , 7 �1 Name of Architect Address Phone No 11-1- 3��J Name of Contractor !ijid Mpebgz _ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_^ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES-- NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS&C being duly 'sworn, depoges and says that(s)he is the applicant (Name of individual signing.contract) above named, (S)He is the b�At n (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 tQ,befOre me this day of20 _ Av 1r) TRACEY L. DWYER R1/&A4WA 6 - Notary P is NOTARY PUBLIC,STATE nature of NO-01 DW630690900 ' ,' Signature Applicant QUALIFIED IN SUFFOLK COUNTY ' COMMISSION EXPIRES JUNE 30,2j FORM NO. 3 ACS+ TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 11,2018 TO: Barbara Schnitzler(Finkelstein) PO Box 229 New Suffolk,NY 11956 Please take notice that your application dated April 5, 2018: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 220 Old Harbor Road,New Suffolk,NY County Tax Map No. 1000—Section 117 Block 5 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming_24,536 square foot lot in the Residential R-40 District, is not permitted without review and approval by the Southold Town Landmarks Preservation Commission,because the property is listed on either the Southold Town,New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code, pertaining to Landmarks(Local Law No.22) are met, a Certificate of Appropriateness(C of A)will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C of A is available at the information counter in the Building Department. Aut i d Si ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: rile,Landmark James Garretson,Chairperson Town Hall Annex Anne Surchin,Vice Chair y'�j�1O' 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission May 15, 2018 RESOLUTION #5.15.18.1 Certificate of Appropriateness RE: 220 Old Harbor Road,New Suffolk(SCTM#1000-117.-5-2) Owner: Finkelstein Family Trust, Barbara Schnitzler RESOLUTION: WHEREAS, 220 Old Harbor Road,New Suffolk,NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7 (b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicant submitted a proposal outlining the scope of work,which included additions and alterations to an existing dwelling on a landmarked property, and, WHEREAS, the applicant presented commissioners with an outline of the project during a pre- submission conference on April 17, 2018,and, WHEREAS, a public hearing was held on May 15,2018,where the applicant submitted final drawings of the scope of work and outlined the project for the commission, and, WHEREAS, the applicant agreed to use a wood shingle to match the existing roof throughout. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A) of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Harper SECONDER: Commissioner Feiler AYES: Surchin, Garretson,Webb RESULT: Passed Please note tha om the approved plans re enced above may require further review fr the commission. Sign Damon Peter Rallis,Application Coord' ator for the Historic Preservation Commission Date: Scott A. Russell °S� '� STOR IMMA\T]E K SUPERVISOR IMIA NA\GJEIMI ENT SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[Z13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E10 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: / District 7 NAME- bT_6_1L*_Ck 7 _ (P-0 Sectiolh Block Lot -- A JV Al gS'En FOR BUILDING DEPART:�ICNT [,SE ONLY fJ#f Contact Information. 1 ���;riaio Numheo Reviewed By: - - — — — — — — — — — — — — — — — — S21f Date. 5 Property Address / Location of Construction Work: —EYApproved - - - - - -��® �( 1k6� � for processing Building Permit. IA y� Stormwater Management Control Plan Not Required. V� �� !� �� -� ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 ILDING DEPARTMENT- Electrical Inspector g�1FfQL p �• AUG U 201 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • �� Southold, New York 11971-0959 Iryy i CF-Pephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(aD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 41-n+ Date: 0- $ Company Name: Cas c r C Inc, Name: ICcim License No.: 3yp ll _ Me- email: jQlahnumeed1 a Ca Address: ` PO Sour Phone No.: 623( - rZ&7- Vol JOB SITE INFORMATION: (All Information Required) Name: SCg Address: p p U /lI«v SU(�vcr Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 12 46cxo SlQ Fl--' 194/ Circle All That Apply: Is job ready for inspection?: YES /C"% Rough In Final Do you need a Temp Certificate?: YES IN Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ,°,� C-P Request for Inspection FormAs REScheck Software Version 4.6.4 Compliance Certificate Project 220 Old Harbor Rd Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 5.8%Better Than Code Maximum UA: 173 Your UA: 163 Maximum SHGC: 0.40 Your SHGC: 0.40 ry The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope A semblies Ceiling: Cathedral Ceiling 525 38.0 0.0 0.027 14 Ceiling: Flat Ceiling or Scissor Truss 255 38.0 0.0 0.030 8 Wall:Wood Frame, 16" o.c. 1,158 21.0 0.0 0.057 56 Window type 1:Wood Frame:Double Pane 77 0.300 23 SHGC: 0.40 Window type 2:Wood Frame:Single Pane 9 0.580 5 SHGC:0.40 Comment:with storm window Door type 1: Glass 71 0.300 21 SHGC: 0.40 Door type 2:Solid 19 0.350 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 662 21.0 0.0 0.044 29 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirem is liste i the RESche k Inspection Checklist. �A�Name- itle i ature Dat r Project Title: 220 Old Harbor Rd Report date: 04/04/18 Data filename: C:\LCD\Projects\1704 Old Harbor Rd\administration\energy code\Old Harbor Rd.rck Page 1 of 1 - : SK AMENDMENT TO APPROVED DRAWINGS REAR YARD 02 DATED 4/2/18. APPROVED DRAWINGS SHOW THREE WOOD STEPS AND A PAVED PATIO WITHOUT A ROOFED LANDING, AMENDM PROPOSED WOOD STEPS ao t:1 PROPOSED WOOD COLUMNS ---------------- Zo �® PROPOSED WOOD LANDING SK I ON CONCRETE FOOTINGS 03 16 I � LINE OF PROPObm U? ROOF ABOVE I I � I I � I I r , fi a (N) FAMILY ROOM S� nED ARC,S, c PROJECT: 220 Old Harbor Rd, Now Suffolk, NY LEE * CHESONIS DESIGN 14 VERONA STREET#3D BROOKLYN,NY 11231 TITLE: Proposed Stair Landing at Rear Yard S F, -01 ©LEE+CHESONIS DESIGN 2018 �= DATE- 11/01/18 SCALE: 1/4" = 1'-0" Ti RU^0 in'UZAR0!'+!C REQ'JI71 I 220 OLD HARBOR RD, NEW SUFFOLK, NY GENERAL NOTES 1. All work and materials furnished shall comply with, state regulations,the regulations of the National Board of Fire Underwriters, National 4+ ARCHITECTURAL DESIGN BY: Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. 1 67-9 BARBARA 0 OLD HARBOR RD R 2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for the 'QQ /' - - RcTF!I'J STOR "I WATER R�jNOFF NEW SUFFOLK, NEW YORK 11956 201% correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the •QZ - FURSUl,NT TO CHAPTER 236 measurements indicated on the drawings; an discrepancies between the drawings and field conditions which may be found shall be8604,9110" N \ ARCHITECT OF RECORD: g Y P g v S E 79.47' - � ' \ OF THE TOti"�N CODE. submitted to the architect for consideration and clarification before proceeding with the work. The contractor shall be responsible for any - - - - - �\ LEE&CHESONIS DESIGN deviation from the contract documents. ` '_ - cr_ l o \ NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D \ EXISTING OD \\ BROOKLYN, NEW YORK 11231 3. All of the Architect's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by FRA ARAGE all; any work shown or referred to on any one drawing shall be provided as though shown on all drawings. ' 1�,,6° \ 71INEE : STRUCTURAL ENGINEER: 4. The work to be performed consists of furnishing all labor, equipment, tools,transportation, supplies, fees, materials, and services in accordance with these notes alnd drawings; and includes performing all operations necessary to construct and install complete, in - S.L.MARESCA&ASSOCIATES satisfactory condition, the various materials and equipment at the locations shown. SHED C� J \i \ STEVE MARESCA CONSULTING ENGINEERS PLUMBERPPLUMBERCERTIFICATION 188-07 W. MONTAUK HIGHWAY 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. 9' N ON LEAD CONTENT BEFORE HAMPTON BAYS,NY 11946 CA �� I- T IFICATE OF OCCUPANCY 631.728.9480 6. The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes ��, BAS MENT Q with the same force and effect as though herein written out in full. ACCESS \\ yCLDER USED/N WATER N -y 7. All materials required for the performance of this work shall be new and of the best quality of the kinds specified. The use of old or ,r q a v P p � 13 0. �5: r'L? SYSTEM CANNOT i,.�..,{� EXCEED 2/10 OF 1/ LEAD. rjE r F EMS second hand materials is strictly forbidden, except for locations on the drawings that refer to removal and relocation of materials or Q r-. �Z68� equipment. Materials shall be used in accordance with the manufacturer's specifications. The contractor shall submit all product DATES_. I .F. warranties. The contractor will warranty all work as per state regulations. '/ w \ � FEE.; J ,�,-�__, r�':.D a r.� . ;r 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste r: , \ 0 PLUMBING NOTIFY BUP DI,. D_� /,h t tit'....NT AT materials and rubbish during the entire construction period. The Contractor shall remove all crates, cartons and other trash from the work 0 �= 1Q ALL PLUMBING WASTE 7G5 180?_ 8 Aff^, TO 4 PP,4 FO? THE areas each da and shall be responsible for its proper disposal. The remises shall be protected throughout construction and shall be EXIS NG 1-1 &WATER LINES NEED FOLLOWING INSPECTIJI':S: Y, p P p p p p g LLI o STOR WO D TEST BEFORE COVERING N „ �r turned over in spotless and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean and polished condition. j 1. FOUNDATION - T4N0 �p FRAME D L15 1 FOR POURED CONCRE T 9. All work shall be subject to final inspection by the Architect. Q) O rn (STING 3 .N 2. ROUGH - FRAMING & PLUMBING C) ECK \ U�, 3. INSULATION 10. All plumbing, electrical and mechanical work shall be performed by persons licensed in their trades. All work to comply with teh W � I \ 4. FINAL - CONSTRUCTION MUST applicable sections of the Building Code currently in effect. z J BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 11. The Contractor shall take all necessary precautions to insure the safety of the building, its occupants, and the general public during construction. � ���' � �' � ,� g' REQUIREMENTS OF THE CODES OF NEW�6 YORK STATE. NOT RESP014SIBLE FOR Z 3 9 -' \ DESIGN OR CONSTRUCTION ERRORS. EXISTING PERGOLA,,- FIRE SAFETY NOTES r i 1 COI`�4PLY WITH ALL CODES � i8' 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to i i & TO�'�! CpDES NEW YORK STATE - such areas to be controlled by the Owner and/or the General Contractor. AS REQUIRED AND CONDITION3 OF 2. All materials are to be stored in an orderly manner. I \ SHADED AREA INDICATES 3. All flammable,materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. I NEW CONSTRUCTION bno 19.2' Cn --- " t� 1 tE$ 4. All flammable materials to b e used and stored in an adequately ventilated space. 25.3' v- 5. All electrical power to be sNut off where there is exposed conduit. N EXISTING 1 STORY WOOD ry \ FRAME STRUCTURE N \ �� 6. All electrical power in the construction area to be shut off after working hours. - - - - _ 53.4' 7. The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in N 8 7.42'' 0�� W - - - _ _ 0 CCUPArI�V� y 237.50' - _ USE �S U t iV 0 construction. PROPERTY LINE - -- - �I -��` � ��►�0!;�T CPQ I �C � E �► GENERAL CONSTRUCTION (NOTES 0 0 1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and actual conditions. 2. All dimensions shown are to finished face of walls, floors and ceilings, unless otherwise noted. SITE PLAN 3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. SCALE: 1/16"= T-0" PROJECT SUMMARY: LOT COVERAGE: DRAWING LIST CODE COMPLIANCE LEGEND 220 OLD HARBOR RD, NEW SUFFOLK, NY 11956 TOTAL AREA=24,536 SF ARCHITECTURAL RESCHECK COMPLIANCE CERTIFICATE PER ENERGY CODE 2015 IECC=PASS Notes Schedules Lot Coverage PARCEL#1000-117.-5-2 EXISTING DWELLING =1,408 SF A001 Site Plan, , , D101 Demolition Plan PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND CONCRETE 601 DETAIL ZONING DISTRICT: R-40 EXISTING DECKS AND PORCHES=281 SF PROFESSIONAL JUDGEMENT, THESE PLANS AND SPEFICICATIONS ARE IN EXISTING GARAGE=414 SF A101 First Floor Plan COMPLIANCE WITH THE UNIFORM BUILDING CODE AND THE STATE ENERGY EXISTING STRUCTURE: 1-1/2 STORY WOOD FRAME EXISTING OUTBUILDINGS=800 SF A102 Roof Plan CONSERVATION CONSTRUCTION CODE (THE ENERGY CODE). BATT INSULATION ELEVATION DATUM PROPOSED ADDITION=702 SF EXISTING USE & OCCUPANCY: SINGLE FAMILY, 3 BEDROOM PROPOSED PATIO=106 SF A201 Exterior Elevations A202 Exterior Elevations CONCRETE MASONRY UNIT 101 WINDOW TYPE PROPOSED USE & OCCUPANCY: SINGLE FAMILY, 3 BEDROOM TOTAL COVERAGE -3,711 SF A301 Building Sections SCOPE OF WORK: ADDITION OF FAMILY ROOM AND SCREENED RIGID INSULATION101 DOOR TYPE PORCH, ENLARGE LIVING ROOM, INSTALL BATHROOM MAKIMUM PERMITTED LOT COVERAGE=20% STRUCTURAL � n(j T - - o S001 Structural Notes, Diagrams&Schedules '*' .. Do L© COVERAGE -3,711 SF/24,536 SF 15.1 /o (COMPLIES) S101 Foundation Plan PARTITION TYPE 1'X ELEVATION S102 Framing Plan, First Floor 501 S/C SMOKE/CO DETECTOR WN OF 4 A501 2 ELEVATION TU LTM'* 3 (E) EXISTING (N) NEW ISSUE FOR PERMIT 04/02/18 1 SECTION ao1 01 REVISION NUMBER SEAL: REDo Rc'yi tv �. Nis � WINDOW SCHEDULE DOOR SCHEDULE N ROOF JL JiL - UNIT SIZES TO BE VERIFIED IN FIELD - UNIT SIZES MUST BE VERIFIED IN FIELD X29 0 i - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF CONDITIONS OF NEW RISER i NEW RISER WINDOW# LOCATION DESCRIPTION SIZE (W x H) MATERIAL LITES INDICATED IN THESE DOCUMENTS OR OBSERVED IN THE FIELD - CONTRACTOR TO COORDINATE HANDEDNESS OF DOORS AND HARDWARE DIMENSIONS, --- r-2 01 LIVING ROOM , INSWING CASEMENT 74"x 2'-0" WOOD 6 -7------ BACKSETS, AND CLEARANCES 1-1/2" r- ___ r 1 ; 02 LIVING ROOM RELOCATED DOUBLE HUNG 2'-4"x 4'-0" WOOD 6/6 PROJECT NO.1704 i t 1-1/2"i 1-1/2"i 1-1/2"1 2" 03 BAR CASEMENT V-8"x 2'-0" WOOD 4 DOOR# SIZE (W x H) MATERIAL DESCRIPTION 220 OLD HARBOR ROAD 04 FAMILY ROOM DOUBLE HUNG 24"x 5'-6" WOOD 2/2 01 3-0"x 64" WOOD EXTERIOR, INSWING NEW SUFFOLK, NY 11956 i SINK i i i i LAV 05 FAMILY ROOM DOUBLE HUNG 24"x 5'-6" WOOD 2/2 02 (2)2'-6"x T-0" WOOD EXTERIOR, INSWING, PAIR BATH i SH I i WC I i 3"' 06 FAMILY ROOM FIXED V-8"x 2'-0" WOOD 4 03 2'-8"x T-0" WOOD EXTERIOR(PORCH), INSWING BAR i i BATHROOM F.A.I. 07 FAMILY ROOM CASEMENT T-8"x 2'-0" WOOD 4 04 2'-8"x T-0" WOOD EXTERIOR(PORCH), INSWING DRAWING TITLE: 1ST FLOOR i i i ( ) IL 2" i 2" 2" 1 1-1/2' 4" J i 08 FAMILY ROOM CASEMENT T-8"x 2'-0" WOOD 4 05 (2)2'-0"x T-0" WOOD EXTERIOR, SCREEN PAIR, OUTSWING Site Plan Lot Coverage I 4 09 FAMILY ROOM CASEMENT T-8"x 2'-0" WOOD 4 06 2'-0"x T-0" WOOD INTERIOR Schedules Notes 10 BAR CASEMENT 1'-8"x 2'-0" WOOD 4 07 2'-8"x T-0" WOOD INTERIOR s 2" - 4,. TO EXISTING 11 BATHROOM DOUBLE HUNG 2-4' x 4'-0" 1 WOOD 6/6 08 10 x 7 0 WOOD INTERIOR SEPTIC SYSTEM HOUSE 12 BATHROOM DOUBLE HUNG 24"x 4'-0" WOOD 6/6 TRAP 13 HALLWAY(PORCH) FIXED 3'-0"x 2'-0" WOOD 8 DATE: 04/02/18 DWG NO.: 14 BASEMENT FIXED 2'-0"x T-6" WOOD 8 SANITARY SYSTEM RISER (DIAGRAM DRAWN SCALE: AS NOTED Y: NCL A-001 SCALE: NTS 7�(� 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: S.L.MAR ESCA&ASSOCIATES STEVE MARESCA CONSULTING ENGINEERS 188-07 W. MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 MAINTAIN CORNER OF STRUCTURE REMOVE PORTION OF EXTERIOR WALL REMOVE PORTION OF WOOD DECK FOR ADDITION REMOVE AND RETAIN WINDOW FOR RE-USE REMOVE WOOD TRELLIS STRUCTURE 1A , _n __n__ n__ n __nn__ r-1 _ ---- ---------- ----- ------� �C-=C--C--�=--C=--LI---d--C= I LHS 11 I I 1 1 1 1 11 I I I I II II II II II II II II II I II II II II II II II II II I II II II II II II II II II I II II II II II II II II II I II II II II II II II II II I II II II II II II Il II II I II 11 II it II II II II II I II II II II II II II II II (E)WOOD DECK I I I I I I I I I I I I I I I I (E) BREAKFAST ROOM II II II II II II II II II I IF II II II II II II II II II I 11 II II II II II II II II I II II II II II II II II II I II II II II II II II II II I II II II II II II II II II I II II II II II II II II II I _ I P ------- 7:77 REMOVE DOORS, SCREENS, R- T SHUTTERS,TYP. II --------- b--- -- REMOVE BUILT-IN--/"I"I 1 1 AT CORNER 111 - o III ° (E) PANTRY I I 1 (E) LIVING ROOM I I ISI (E)SCREENED PORCH o I o lit 111 I , I I C 7 E POWDER RM 111 \� ------- ------ -- III (E) KITCHEN ----- ____ (E) BATHROOM (E) MUDR00M O ❑ O ISSUE FOR PERMIT 04/02/18 (E) DINING ROOM SEAL: � FtED q 0 0 UP (E) BEDROOML__jL N5RC,S, w� P GNESpN�s <�` mac) (E)GARAGE NA .9� 02g p (E)PORCH PROJECT NO.1704 220 OLD HARBOR ROAD NEW SUFFOLK, NY 11956 DRAWING TITLE: Demolition Plan DEMOLITION PLAN SCALE: 114"= 1'-0" DATE: 04/02/18 DWG NO.: SCALE: AS NOTED D-1 01 DRAWN BY: NCL 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: 2 2 S.L. MARESCA&ASSOCIATES STEVE MARESCA A201 A301 CONSULTING ENGINEERS 188-07 W. MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 (E) 1 STORY STRUCTURE BRICK RETAINING WALL, EXCTENDED1 FROM BRICK FACED FOUNDATION. 11'-112' LENGTH DETERMINED BY GRADE. -76 (N)PAVER PATIO 1 05 BASEMENT A301 (N) SCREENED PORCH ACCESS HATCH .:..:. A202 - ;:.. 3 0 A202 02 M 03 04 Fo 9'-112" j BAR (E) BREAKFAST ROOM (E)WOOD DECK (N) HALLWAY o DN 7 (N) FAMILY ROOM 06 07 I CIL LINEN CL 080 i 47 09 08 O El (E) PANTRY (E) LIVING ROOM 5'-0" 17'-10" 07 18'-10" F- - CONNECTOR /(C! U) o X \ / E POWDER RM w 3-0 BATHROOM BRICK CAPPED RETAINING (AT EXIST. PORCH) WALL AT LIGHT WELL -- 12 INFILL WALL AT EXISTING TF (E) KITCHEN ----- OPENINGS,TYP. (E)BATHROOM 12'-0" (EXISTING) (E) MUDROOM El L O • ISSUE FOR PERMIT 04/02/18 (E) DINING ROOM SEAL: RED ARc UP (E) BEDROOM ��\ PO ESON7sy/�� A N (E)GARAGE 09 V' (E) PORCH PROJECT NO.1704 220 OLD HARBOR ROAD NEW SUFFOLK, NY 11956 (N)CONSTRUCTION DRAWING TITLE: 1 First Floor Plan A201 FIRST FLOOR PLAN V*yl- SCALE: 1/4"=1'-0" DATE: 04/02/18 DWG NO.: SCALE: AS NOTED A-1 01 DRAWN BY: NCL 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: S,L.MARESCA&ASSOCIATES STEVE MARESCA CONSULTING ENGINEERS 188-07 W. MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631,728.9480 -- -_-__ I -- WOOD ROOF SHINGLES -- -- - _ TO MATCH EXISTING 1---1-} _-+ - - - _ = M STANDING SEAM 1-�- OFI G CONNECTOR ROOF _ U j ! 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I IiIi 1 I I II I � I r I li ISSUE FOR PERMIT 1: I_I 11 _ 11.1 I 040218 ' I I L JL1 � - , u�llli1_i ,11 � h I ,_- ,' ' � tL1 J�,1�J-1_L� -_�� , J-1L�1_ I t 1 ri: :__.1--1_A ��I ;I 1.11 _-11--11L1- h I � / _ILLU l 11 �1J1 J la X11 1r-11 1 � r IJ �I.I' 1_i _1 _l_I �_ 1 1 _1 1111 1 111 11- Llt - r r1 lU J� U J 1 1 111 J 1_J �1 1 11_�_u 1_ J - I 1 l 1;!_111 -1. 11 -J 11 11-111 _1 �_ _. 1 L'1 1'1-_l_1!'11-1._r_I' T _i 1JL 'J I�! -111 1 1 L_i1�!111-1.11 ! -1L l-T U�- l 11- r 1 _l tl _J-ll_1_l t-) 11.11- SEAL: TLJ1 TJl 1L11�ll111-11_�. 1._1 _111 i- - �-+ --F I�- -a-• -1-« !-'t"I I 1�I I ! 'I I I� I I II I �! ~I I i ' �I �,1 i t 1 1 I I i I t I I I i i I i I I � _t_11- I I I 1 L L �l-I _''r 1 1�1 L, l J _l� U_1 _11_ :- r 1.11-11�- 1 L 1 �1 1 L l_r_I� 1-rl 11 -i�_J REQ AR }I J L1,!1 r l 1L11JJl_ 1�i 11__1.11 _1L1L 11L1�11 5 �ti. - TI _J11Li 11.111 _ T 11�=!1 11111.1 _!�L: TI ��-1I 111 _lllITITT 11 1r Ll__1L�111__111 SoN,s +L I---F L _J- _l1li�-! -Lj �iiU_11__L-I -1-.-1, _1{1 �1La' Ll _►1 I _1 1 LL11.1L1L1111_.'1_ I 1_! =1- 1 _ T ! L: 1 !! _ 1 1-J _l L_11_ I I! � � ! I I, I 1 L JL11_,'_ 1_ �����_I -- L l-1 _ 1J 1J1_11Ill�11J1 I `i -i .11 I.1-111 1_JJ J 1111 !IJJ� l 1_r L1g111!1.1�JJ_Il_f�. N Lli T L -1 ! I! �I I ! -A (E) GARAGE J, - - - I- _ moi:art+ - - - - r-1 - 02 0 1 L�- 1-1-1-1 11-1! 111-1L__L_J F 1 _ Ll I-rl tit / - -J 1111 11 _11_ �1,I11.I1�111 JI11I 1.11.1_-L 1__i-11-1�-1111-J-11.1 PROJECT NO.1704 -�I j 11���i.JL NEW OLD HARBOR ROAD 411. 1.1_L11 I -'d1-!-11 1 NEW SUFFOLK, NY 11956 DRAWING TITLE: Roof Plan ROOF PLAN = SCALE: 1/4"=T-0" DATE: 04/02/18 DWG NO.: SCALE: AS NOTED A 10 2 DRAWN BY: NCL 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 �1U' ARCHITECT OF RECORD: l l i �-� I I � �� I NEW WINDOW AND WOOD SHUTTERS. �J'���� '1-������ - I I I � I �,-'- LUL LL-i_L-1 L_1 _: I �1 1 .i__ 11 I.L_L ' �I-v'-1__W1�I!l SHUTTER DETAIL AND SHUTTERDOGS J LEE&CHESONIS DESIGN TO MATCH ORIGINAL. PAINTED TO NIDA CHESONIS LEE L_L',__l�-i--�i_1_I-1-LT-1 LL _�! 1.1LLLLH- I�-II I �I, ._11��. l� - -' I -I..�1���-jI-III MATCH EXISTING TRIM. 14VERONASTREET SUITE 3D I�I -LLL' t Ll I i _ L L;-:LI J ��L 1 !�I 1_i� 'l_ i1l1 1 L_,. ��a BROOKLYN, NEW YORK 11231 1_I11�_II11-� III 1I �I�II L!� �Li ��i i - �II I L II III-I1ILLL LUQ I I I I i i t11 1 i_;LI 111]] EXISTING STRUCTURE 718.330.0471 11 1i_�L11 1 _�L STRUCTURAL ENGINEER: EL-L11, 1! 1`L 11.1! -- --- �_ i�U1JJ i 1�ll!�l �J .a_il� LLL Iii 1 L LL11 _ --�I� l��_ a fly 1J1 l_1'_l 1Lj-L1 L_ RTALSTANDING SEAM S.L. MARESCA&ASSOCIATES !�JU�IULL_'L a 1Ul- 1 ! ' —'� -L L111_.' 1 11_ lLi;l _�'JJ� U-!—L-f IJ 11- 1 _:_ 1LI�I' '�� I���I '�' - - 1L: --I!_-Ll-L__i �_�iJ- �� ING STEVE CONSULMARESCTING -1 �`�1_I 1U / CONSULTING ENGINEERS -- _ L l J 11J �1 -11 _i-I 1 l I -Lill 1 III - J]II�U �; i ! __11 1.1-1�L-I - -a I t _J I L �I a- _L: -- / HA 07 W. BAYS,N K HIGHWAY -� � '�-1-;--�L_.�! � 11J�_1_._111�_��_L_-!' ��_11-I Li .U-U-1_�_1_-�-' ._ I � I , , � IL I I I I I I I I i�I_ i ' �I I I ' I i I � i_ i j ' I I I i � U_ -I � ! ! ! � _l LJ-L I I I I I I I I I I I I I I I I I I I I I HAMPTON BAYS,NY 11946 _ _ ili -L4-- - ILL-i _l� I ' �i 1_� II ILII-11�1-1�L-L1.- D 1LL1�1 L1 / 631.728.9480 IL 11l 1�1- 1 i --fl 11,11_ r, ! 1J_lJ 1 i_l 1_ � J l .L J 1_ UUU llllili 1 1� lii� l �; 11�!1.� l �1� 11J —� 1 LU 1JL:_. . I 1 �!� _J I `1� L��1L 111L1I�ll_1_11_!1L� ! 1� LL1 �UUUL L 1-l_LUL U_UL 1 ' L l 1UL1I—U ll1 - - l_ .L ll '� !U1- -.J11�- ' -�- �-1,'�--11 ',x_11-!-!-i 11-1-'�-i-I-11-J�1-a�-�1L-1_I-JJ�� 1_11_l!;'_�J_�!1!��1_��_��i�1_: � III� IJ!ll_11.11�i_: ' _ ��!�;JJ�L_'I� �1_1.� , � L1-' 11�! I L'� I�' �� 11� ! ! ; Il_�-� II- � �� Ll l _ L11-1 1, I� J 1 -lllL 1!1 11 -I 1_ 1,1_ _'! �!!! i �i !_ll lll_Li!J11 LE -!!I1 !._l�l� J U LLL11__1U.LL�_J_U I UL11_ -LLLL L 11 1 � 11 l L~ _ 1 J � _ 11�11-14 1�ul l �J___I_11a� 111 L� �11LI-ILL ­Ll 41,11 14 4171411 4! 11 I, � - --- -------- - - _ - - - --_--- -- I I EXISTING, TYPICAL a:dI VERTICAL SIDING, - - --- --_--- - --------- .._. - - --- 08 - - - - ---- ....._------ 0 I 0 07 -- - LLL I HARDIEPLAN PAINTED I I i I I I - ----- - -- --- --- -- - - -- -------- -- _-_ � � ' I EXISTING GARAGE IN I ! I I FOREGROUND -- -- --- - - - - -- - -- -- - - - - ------ - -- --------------- --- ----- -- ---- I I I I GRADE BEYOND I — I- - — — — — — — — — — — — — — — — — — — — —I—i— — — — — — — — — — — — — — CONNECTOR I I I I I I I I BRICK CAPPED RETAINING I I I I I WALL AT LIGHT WELL I I I I I I I I I I I I I I - - - - - EXISTING ADDITION EXTERIOR ELEVATION: NORTH (STREET FACADE) SCALE: 1/4" = T-0" r LL l! I�_l1 i—LL1-'U-U UL i_J!11 L LLIIi11 --iLl-1.1 1 1 1-�1_1�1_I 1l 1 �_!�1 ! -1_i- -1_1 it1 [_1-1— i-1111L1J�i 11_ >-1-U LL Li l 1 '1L�1�J�� i 1 l iI LL_1LL1_111111_!111J L Li J 1 _l1L 1�! : 1 I I.1!I I ' i 1 NEW SCREENED PORCH W/WOOD I� �Lu 1I-L ! ,I i'�-i i I IIi-i" . i11-1I_�1 -�'�I��_1-11'_11 il-L_i L l 11 1 Li. L_11-1 I L_ 1. _JJ-L11_Ll l_I 1. i11L1.BU i�. 1 1 CLAPBOARD SIDING&WOOD ROOF �t ii-1i i;'_;1_ELLi l 1 i 1 ll 1,L,U i a —Il1 i L1 I Ul�U 1�,� I LEE I_I ! LES TO MATCH EXISTING + SHINGLES U_.._J J�_�J� L=�1�_ U IJLI� 11--11 L1 11.1LI _�Li_1_ _ Ll __111�1''JL1 -1 L-1 - _ 1L�LJ ' _11_1� L' 1 MAIL1L 11 Ll:I 11 i_1 11 111 1111.1;_LU-_� !_1', -L-U L' L� i 1 1 i.ILI ll i.lL _l� - - 1i I J� ; l; ! 1 ; III AL STANDING SEAM �.-�, 111 Li LLJ I 111U-L1U 111 m [I , !l L1 l - -L! I 1 I',-111 I_ J L', _!L�L! 1.I .._I -I��_ I�L ooFIING u /- 12_J - =-1!-11 I'_ 1J1L I� 1 i'; _II LL 11 11-11,1_i -11 L1 - - 1 I-!i-1'1 -1_'--111 Ll[j -L--J1�1' 1-1! I -I:- 1 1.1'_ - ia_u LILli li 1ll__l LL X01 I; moi__ !_ _11LL-1 111_!-I -- __LiJ LI.1L-111.! 1. _11 Li ll- 11 U_1_11-1�1_ - - I I !�'i I`1-i�L�1_i11' i1! L1 l�I I i -I : I I � 1L" 111 11- l 1 L_-t U-LJLLLLI- -1� 1 U U - LL Ulf_ U' J1 U-! -111 = 1 IL I u ' I ._' I—L - UL1 1 11__ L L L _ll JJ 11 _1 _11_ 11 -1 .1 J_ �1_-A_1._ a J .L:1 .�L�LI�I�L'I 1,11-. .-__1l 111 lL 1L1-1�L1--.- - 11_I_l-a_1.111_L_l�l_LLI�_,L_1.1 i L11�11__� 1 �J 1_ �_ - _ �1! L,-ri - _ 1 1 ULLJ,_l I_1�- _ I 1 l�Ul�l1 1 LL LLI-� ' -LILL]I LI f � 1�I L�_11] L iI L[- I-L J�J ! 11 111 - - -1I_I I I -11 UL L1!JLi LIII Ll -11 L !11111 1LL111-11-1l 1 U,I lu_II Pl l�. .�/-- - - -- - - --- - \ L -Li - 1 - [ L L -',-1-L L._J Ll-�.__LL 111i L-1-�!-1LL ' -11. I- ii -1II-1 _ L 1 1 J_1�_ I ISSUE FOR PERMIT - T T 11� L LL L� 1� L L 04/02/18 // - --- ---- - _ I I ' I I I. � i 1 � l i t i l l l III I 4444-44-1,1 i � i li I � L- �11 - - -- ---- -- - - •=---- SEAL. - - ---- - -- - ----- -- - - ---- -- _ p --- - - -- - - ----_ - - - - z_� ERE AR [Ed _ ---- _ Ll GF1ESpN/ VERTICAL SIDING, 1 1 r - - - - - - --- - - - -- - - 2 m -1 i - - - LLLA 91 HARDIF-PLANK PNTD. -- --------- ---- ------ _ _ EXISTING GARAGE----_ -- - --- -- -- ---- - - -- --- - - _ .. --- - -- - - - - -- --- - ------------ '9 BEYOND I OS `.\ i� 02 J( 04 I - - - - - -- - - - - _ ----- - -- - - - --- -- --- -- - - J - _ � - - --- - - ---- 1 T-r r L? � PROJECT NO.1704 I I 220 OLD HARBOR ROAD NEW SUFFOLK, NY 11956 WOOD CLAP BOARD SIDING TO MATCH EXISTING I I I I BRICK GARDEN WALL, EXTENSION OF BRICK DRAWING TITLE: FACED FOUNDATION � ________—_ 220 OLD HARBOR RD, NEW SUFFOLK, NY S:ST�T = ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD 1 L- -i NEW SUFFOLK, NEW YORK 11956 I I I ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIS LEE 1J4D ERONAOSTREET SUITE 3D LLUI �_ _� ._' h � i -�1�� -I — --— -- - -- BROOKLYN, EW YORK 11231 L -I I II II II II II I I I I I I I I I ----- — �. I: LJ_1.11- I I L-L_1�.:--l Ll1_.,� iLIJ -� - �Z --- — �� - - 718.330.0471 _L _L L 1 I - LLL-LLL, � � � � I I II I I II I I I II I�I-l1 i-1�,- � 1-�-1�-1�1- � �,— �1—!LL�J Lam_:-i J -- - ---- - STRUCTURAL I �, ll-I iii I I� l�L�1'. � -1 J_LLI_ 111 , I : ----- zI_; —_ — ENGINEER: 1- ) I I II II I -���-- ' - --i-�1-1-1__ 11--=-Li' S.L.MARESCA&ASSOCIATES II JII L l�_l .�J�I IIIIA—II au ,�— 1_l�_1�11J�J �� -L' �_� �L� ,ate 11 1 L. . CONSULTING ENGINEERS .. � ]� '�1 til_) i' I ��L_1 11–I_L—� 11 J � I� '� I I S I I I, ! I I I � I �' � 188-07 W. MONTAUK HIGHWAY _ _ 1 I ---- - �- r -- \ HAMPTON BAYS,NY 11946 I I I I, III 1 I I -- ----.�----------- ----- \. 631.728.9480 NEW SCREENED PORCH W/WOOD CLAPBOARD SIDING&WOOD ROOF SHINGLES TO MATCH EXISTING - - ---- -- --- - 'I 1 EXTERIOR ELEVATION: EAST SCALE: 1/4" = T-0" PITCH TO MATCH EXISTING ROOF II I I I AT BREAKFAST ROOM (VIF) II LI 'J II Uul ' ll I L -�_LLLILI Ll L, la _ �U L l�' L L'�L _ J1_l I1 ! �� 1.1.1_1.1_.. �l-L LlLL LL- �1— -- 11—i 11, l -1!_1L1 I J >I! -1 J �1 J�- 1-LU L i 11!1l1�!ll_�! — L _l _li_I �1LL_l!�L�LJLLLILLLLI.I�LJ! Lh LIll 1 ILL_L_ I ;! L1 ll jL l l i _ I --- I 1I NEW SCREENED PORCH W/WOOD _ -- CLAPBOARD SIDING&WOOD ROOF --- -__ SHINGLES TO MATCH EXISTING i \ - CEMENTITIOUS COATING ----- AT FOUNDATION ---- BRICK GARDEN WALL, EXISTING STRUCTURE EXTENSION OF BRICK ''' - — -- — - FACED FOUNDATION - _ WOOD CLAPBOARD SIDING I I TO MATCH EXISTING i ( EXISTING WOOD DECK I I I I I 2 EXTERIOR ELEVATION: PORCH EAST _ SCALE: 1/4"= 1'-0" T� - ISSUE FOR PERMIT 04/02/18 JIL L / - L LLLL1 1 LI._l Ll� VERTICAL SIDING, SEAL: HARDIEPLANK, PNTD. PIED AR ----- / �\CO C GNESON� x-11-ii-LI-IL11�111111-11-- �_�1�1. L� ��, oQ `s�� :.A \� ---- -- \ �_l J1 �1 JL�LLJL J .__ 1 Z m 1-11 'l J J / 1_ll L� l L1—I_I I I l� l_ 11�1 �i 1 X111! H-1L: -1-i �. ---�_ lL 1 J 1 L11_L : 1L>1-I� i __1111,11: ll�i-! l 1111! 'Llw _ I 1 _ _ lll-ILLI t 1l( _ c/ Z 1 �- -- 9�. 029140 - ---- - - L 66 I PROJECT NO.1704 I - --- - -- - I 220 OLD HARBOR ROAD NEW SUFFOLK, NY 11956 _ - j L 4 NEW SCREENED PORCH W/WOOD _- - CLAPBOARD SIDING&WOOD ROOF -- - ---..---.------ - - -- DRAWING TITLE: SHINGLES TO MATCH EXISTING Exterior Elevations (E)STRUCTURE I I I I I I L =________=— = = L DATE: 04/02/18 DWG NO.: I I I I J SCALE: AS NOTED A I I I I 2 EXTERIOR ELEVATION: WEST i i DRAWN BY: NCL 2 0 2 -202 SCALE: 1/4"= 1'-0" 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 T&G ROOF DECKING, 718.330.0471 EXPOSED AT UNDERSIDE STRUCTURAL ENGINEER: EXTERIOR WALLS: 2x6 STUD, S.L. A&ASSOCIATES 16"O.C. W/WOOD CLAPBOARD / STEVE MARE SIDING TO MATCH EXISTING COULTING ENGINEERS 188-07 W. MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 12 — �10 �=LUJ H L-H LLj1 ILLLI M 13 SCREENED - �(E) FF AT HOUSE - PORCH--- - - - - - - - aoN _OLFF AT PORCH 2x PLATE W/1/2"x12" A.B. @ 32"O.C. CEMENTITIOUS COATING AT EAST FACADE BRICK VENEER, GROUT SOLID. +1 CRAWL SPACE (2)#5 REBAR AT WEST&SOUTH FACADES 12"CMU PROTECTION BOARD OVER 1'-6" WATERPROOF MEMBRANE,TYP'. 3"SCREED COAT OVER CONT. POURED CONC. FOOTING W/ VAPOR BARRIER CONT. KEY W/CAP ILARY BREAK; BUILDING SECTION (3)#5 REBAR SCALE: 1/4"= T-0" ° .. WOOD SHINGLES OVER 3/4"PLY 2X12 RR @ 16" O.C. WITH HIGH DENSITY R-38 INSULATION i \ � Iy 12 Y lY 10 :; ISSUE FOR PERMIT 04/02/18 F'7 SEAL: "v D qRC Axij� O �m n-A A44 t T&G NOOD FLOORING FAMILY OVER 3/4"APA RATED -BEEROOM PL OOD SUBFLOOR OL(E)FF AT HOUSE '9 X29 _ - - - - - - - - _ - - - - _ _ - - _ _ _ — _ _ _ _ _ — -- FF AT FAMILY ROOM F ' J_AJ.1._lt-J1 PROJECT NO.1704 2x8 PLATE W/ 1/2"x 12" A.B. @ 32"O.C. SILL GASKET MEMBRANE AND COPPER TERMITE SHIELD 220 OLD HARBOR ROAD EXTERIOR WALLS: 2X6 STUD, 16"O.C. (2)#5 REBARNEW SUFFOLK, NY 11956 W/WOOD SIDING & R-21 (MIN.)INSUL. C° 8"CMU W/9 GAGE DURAWALL REINF. C.0 IN ALTERNATE LAYERS �----PROTECTION BOARD OVER WATERPROOF MEMBRANE BASEMENT #5 REBAR @ 32"O.C. DRAWING TITLE: �—POURED CONC. FOOTING W1 CONT. KEY Building Sections 00-, W/CAPILARY BREAK T-2" (3)#5 REBAR 2 BUILDING SECTION 4"REINF. CONC. SLAB OVER CONT. VAPOR BARRIER OVER 6"GRAVEL OVER COMPACTED SOIL. PROVIDE SCALE: 1/4"= 1'-0" 6x6 W1.4/W1.4 WELDED WIRE MESH AT CONC. DATE: 04/02/18 DWG NO.: SCALE: AS NOTED —301 3O1 DRAWN BY: NCL 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 FRAMING NOTES STRUCTURAL-GENERALNOTES ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION OF FASTENER ARCHITECT OF RECORD: Roof 1. ALL FRAMING LUMBER SHALL BE GRADE-STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S A. GENERAL 4-8d box mon x 0.1)3")31 LEE&CHESONIS DESIGN 1 Blocking between ceiling joists or rafters to to late 3-8d common(2'/2"x 0.131")r or NIDA CHESONIS LEE DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2',OR BUILDING CODE AS A MINIMUM.ALL 2 X 6 STUDS g g j p p Toe nail I RELEVANT NOTES ON THIS AND OTHER STRUCTURAL 3-10d box(3"x 0.128'x;or 14 VERONA STREET SUITE 3D BETTER. SHALL RECEIVE 5.10D NAILS AT SILLAND PLATE. DRAWINGS ARE APPLICABLE TO ALL STRUCTURAL DRAWINGS. 3-3"x 0.131 nails BROOKLYN, NEW YORK 11231 ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4-8d box(2'/2"x 0.113");or 718.330.0471 2. ALL SHEATHING TO BE APA RATED,EXPOSURE 1, 5/8" 3-8d common(2'/="x 0.131")1:or MIN.THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" 2 Ceiling joists to top plate 3-8d box 3"x 10./2..x;3 Per joist,toe nail O.C.EXTERIOR EDGES AND 6D @ 12"O.C. 2. ALL WORK TO CONFORM TO OR EXCEED REQUIREMENTS ( 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FUOOR, INTERMEDIATE OF LOCAL BUILDING CODES AND OTHER GOVERNING AGENCIES. 3-3"x 0.131"nails EXPOSURE 1,RIN MINIMUM THICKNESS. ALL EDGES OF STRUCTURAL ENGINEER: 314" 3. CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS Ceiling joist not attached to 80211.1 rafter,laps over 4-16d box(3"x 0.128');or PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND SHALL BRING ANY DISCREPANCIES OR SPECIAL CONDITIONS THAT WILL 3 partitions[see Sections 8802.3.1,8802 3.2 and Table 3-16d common(3'/2'X 0.162"�:or Face nail S.L. MARESCA&ASSOCIATES NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. AFFECT WORK TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE. 8802.5.1(9)] 43"x 0.131"nails STEVE MARESCA Ceiling joist attached to parallel rafter(heel joint) a CONSULTING ENGINEERS 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 188-07 W. MONTAUK HIGHWAY WITH DOUBLE UPRIGHTS;9'-0"AND OVER WITH AND STUD WITH GALVANIZED HURRICANE TYPE ENGINEER BEFORE FABRICATION AND INSTALLATION OF ANY WORK. R802.5.1(9)) HAMPTON BAYS,NY 11946 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. 4-1Od box(3"x 0.128");or 631.728.9480 MINIMUM OF 2-2 X 8 OR AS SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE 5. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF PENETRATIONS, 5 rafter Collar tie to rafter,face nail or 1r/"x 20 ga ridge swap to 3_lOd common(3"x 0.148'x:.or Face nail each rafter CLIPS AT ALL PERIMETER JOIST-TO-GIRDER CONNECTIONS INSERTS,ANCHORS,ETC.,OF ALL TRADES AND MUST PROVIDE AND INSTALL 4-3"x 0.131"nails a 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS ANCHORS,INSERTS,HANGERS,ETC.,AS REQUIRED BY VARIOUS TRADES. NOTALL 3-16d box nails(3'12"x 0.135');or 2 toe nails on one side and I toe nail AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA- ARE SHOWN ON PLANS. 3-10d common nails(3"x 0.148');or ono site side of each rafter or a @ 8'-0"O.C.MINIMUM.PROVIIDE 2"SPACE FOR AIR PACIFIC GPI SERIES WOOD T BEAMS,OPEN WEB JOISTS AND LVL 6 Rafter or roof truss to plate 4-IOd box Q"x 0.128');or truss, CIRCULATION IN ROOFS. PRODUCTS OR EQUAL. ALL OPEN WEB JOISTS SHALL BE 6. ANY INCONSISTENCIES IN DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE 4-3"x 0.131"nails REINFORCED BENEATH ALL POINT LOADS.ALL JOISTS,GIRDERS, ATTENTION OF THE ENGINEER FOR RESOLUTION. 4-16d(3'/"x 0.135");or 6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 3-I0d common(3'/2"x 0.148');or Toe nail STAIRS,ETC.)OR AS NOTED ON DRAWINGS. AS PER MANUFACTURER'S RECOMMENDATIONS. WEB 4-10d box(3"x 0.128'x;or STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 7. ALL FRAMING AND WALLS SHOULD BE ADEQUATELY BRACED DURING g y P 4-3"x 0.131"nails CONSTRUCTION AGAINST MOVEMENT IN ANY DIRECTION AT ANY LEVEL UNTIL Roof rafters to ridge,valla or hi rafters or roof rafter 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PAIRALLEL BEARING POINTS ATA MINIMUM. A SINGLE 1 3/4" 7 LATERAL SUPPORT IS PROVIDED BY OTHER REQUIRED CONSTRUCTION. to minimum 2"ridge beam 3-16d box 311"x 0.135");or PARTITIONS OR AS NOTED ON DRAWINGS. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 2-16d common(3'/,"x 0.1621;or PERIMETERS.HANDLING,STORAGE,AND ERECTION OF B. FOUNDATIONS 3-10dbox(3"x 0.128);or End nail EXISTING ROOF TO REMAIN 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED PERIMETERS. SHALL BE AS PER MANUFACTURER'S 3-3"x 0.131"nails WITH RATED GALVANIZED CONNECTORS BY"SIM PSON" OR APPROVED EQUAL.ALL LUMBER IN GROUND CONTACT OR RECOMMENDATIONS 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL GRANULAR MATERIAL Wall EXPOSED ABOVE GROUND TO BE MICRONIZED COPPER& 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. OF 2.0 TSF MINIMUM BEARING CAPACITY. WHERE INDICATED,FOOTING MAY BEAR 16d common(3'/2"x 0.162') 24"o.c.face nail TEBUCONAZOLE TREATED(MCA).(ABOVE GROUND-0.07 PCF/ GALVANIZED MACHINE BOLTS @ 12"O.C.OR SIMPSON'STRONG ON GRANULAR BACKFILL,MACHINE-COMPACTED IN LAYERS OF 12 INCHES TO A B Stud to stud(not at braced wall panels) lOd box(3"x 0.128");or MINIMUM OF 95%MAXIMUM DENSITY PER ASTM D1557. AFTER EXCAVATING TO 16"o.c.face nail `a �a_a �� GROUND CONTACT-0.16 TO 0.24 PCF).TREATED LUMBER DRIVE SCREWS'@ 12"O.C.,STAGGERED BOTH SIDES OF 3"x 0.131"nitils Ir`^II `••I'�`�II STACK.LENGTH OF SCREW TO BE MAX.1"LESS THAN STACK APPROPRIATE LEVELS,PROVIDE ENGINEER WITH AMPLE TIME TO REVIEW WILL REQUIRE STAINLESS STEEL FASTENERS,AMICHORSWIDTH. EXCAVATED CONDITIONS BEFORE PLACING FOUNDATIONS. 16d box(3'/,"x 0.135');or )2"o.c.face nail AND CONNECTORS. 9 Stud to stud and abutting studs at intersecting wall comers g x 0.131"nails (at braced wall panels) 16d common(3'/,"x 0.162') 16"°.c.face nail 2CELLAR SLAB SHALL BE PLACED ON 3"SAND FILL OVER 6 MIL LAPPED AND TAPED GENE RAL N OTES POLYETHYLENE VAPOR BARRIER.. 16d common(3'/,"x 0.162' 16"o.c.each edge face nail 10 Buil[-up header(2'to 2"header wt ht/�"spacer) h t 16d box(3/,"x 0.135' 12"o.c.each edge face nail I 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER C.CONCRETE MASONRY UNIT(CMU)WALL 5-8d box(2'/2"x 0.113'x;or ` { ACCORDANCE WITH THE NEW YORK STATE UNIFORM SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I Continuous header to stud 4-8d common(2'/2"x 0.131'1;or Toe nail 1 BUILDING CODE,THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 4-10d box(3"x 0.128") 1 100 < O s 45° CONSERVATION CODE AND LOCAL AUTHORITIES. SERVICES. 1 16d common(3/2"x 0.162") 16"o.c.face nail 1. COMPLY WITH GOVERNING CODES AND REGULATIONS.PROVIDE PRODUCTS 12 To late to to late lOd box 3"x 0.128'x;or 1 � 1 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN p P p P ( 12"o.c.face nail ( t MINIMUM 28 DAY STRENGTH OF 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SIMILAR SERVICE FOR THREE YEARS.USE EXPERIENCED INSTALLERS. DELIVER, 3"x 0.131"nails HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 8-16d common(31/2"x 0.162,");or ALL LUMBER SHALL BE GRADE-STAMPED DOUGLAS 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES INSTRUCTIONS. p p p 2 � NOTE: a =4 FT. IN ALL CASES Double top late splice for SDCs A-D with seismic braced 12-16d box(3'12"x 0.]35'x:mr I 3. PRIOR TO AND DURING CONSTRUCTION. wall lines spacing<25' 12-10d box(3"x 0.128');or Face nail on each side of end joint ` FIR-LARCH STRUCTURAL GRADE#2 OR BETTER. P g (minimum 24"lap splice length each 1 2. CONCRETE BLOCK:NORMAL WEIGHT,ASTM C 145 AND C 90 TYPE 1 GRADE N; 13 12-3"x 0.131"nails side of end joint) ' I 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 7-5/8"BY 15-5/8" FACE SIZE. SPECIAL SHAPES AS REQUIRED. BLOCK TO BE L__________J _______I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS ATALL Double top plate splice SDCs De,D„or D„and braced wall , STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SET IN A RUNNING BOND PATTERN. 12-16d(3/,"x 0.135 line spacing 225' PARTITIONS,OR AS NOTED ON DRAWINGS. 17. A)ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM 3. PRECAST CONCRETE COPING,WALL CAPS,AND SILLS SHALL BE 4000 PSI 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR SPECIFICATIONS AS FOLLOW: WITH LIGHT SANDBLAST FINISH. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER` SPACING AND LOCATION BEAMS.SPACING NOT TO EXCEED 8'. 16d common(3'/2"x 0.162') 16"o.c.face nail WIDE FLANGE: A992-GR50 4. MORTAR: ASTM C 270,PORTLAND CEMENT-LIME MORTAR,TYPE S ABOVE 14 Bottom plate to joist,rim joist,band joist or , GABLE ROOFS GRADE;TYPE M BELOW GRADE; blocking(not at braced wall panels) 16d box(3/,"x 0.135");or 12"o.c.face nail 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE HSS: A500-GR B 3"x 0.131"nails VERIFIED BY CONTRACTORS PRIOR TO START OF STEELANGLE: A36 ( ) 5. REINFORCING: 3-16d box(3'/,"x 0.135'x;or 3 each 16"o.c.face nail IT" < 0 - CONSTRUCTION AND ORDERING OF MATERIALS.'THIS PLATES: A36 A. HORIZONTAL REINFORCING:WELDED TRUSS TYPE,9 GAGE WIRE WITH Bottom plate to joist,rim joist,band joist or FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING 15 blocking at braced wall panel) 2-3" common(3/2"x 0.162�;or 2 each 16"o.c.face nail DEFORMED SIDE RODS.USE IN ALTERNATE LAYERS, 16"o.c. g( P ) 4-3"x 0.131"nails 4 each 16"o.c.face nail CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. B)ALL FASTENERS TO BE ASTM1-325 BOLTS, 4"0 OR AS SHOWN B. REINFORCING BARS: DEFORMED BARS, ASTM A 615 GRADE 60, CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ON DRAWING C. ALL REINFORCED CELLS AND LINTELS TO BE GROUTED WITH 3000 PSI 4-8d box(21!"x 0.713'';or COMPONENT A CLADDING PRESSURE ZONES ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE NON-SHRINK GROUT 3-16d box{3F/2"x 0.135');or COMPACTED TO 95%RELATIVE DENSITY. C)ALL EXPOSED STRUCTURAL STEEL SHALL HAVE TWO PRIME 4-8d common(21/2"x 0.131');or Toe nail COATS+1 FINAL COAT OF RUSTPROOF EPDXY PAINT 6. COMPLY WITH PCA"RECOMMENDED PRACTICES FOR LAYING CONCRETE 4-1Od box(3"x 0.128');or 7, ALL HEADERS 6'TO 9'LONG TO BE SUPPORTED BY SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED BLOCK 16 Top or bottom plate to stud 4-3"x 0.131"nails DOUBLE UPRIGHTS;9'AND LONGER BY TRIPLE UPRIGHTS. 3-16d box(3'/2"x 0.135'x;or ALL HEADERS TO BE MINIMUM 2-2 X 8 OR AS SHOWN ON 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE 7. WEATHER PROTECTION: 2-16d common(3'/2"x 0.162');or End nail DRAWINGS. NECESSARY TO PROTECT THE ENGINEER AND OWNER. A. COLD WEATHER; 3-10d box(3"x 0.128');or HEAT MORTAR WATER AND SAND,ENCLOSE WALLS AND PROVIDE 3-3"x 0.131"nails B. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRAICIONS. 19. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL TEMPORARY HEAT AS RECOMMENDED. 3-1Od box(3"x 0.128'D;or FLOOR SYSTEM INSTALLATION IS COMPLETE. B. HOT WEATHER; 17 Top plates,laps at corners and intersections 2-16d common(3'/2"x 0.162');or Face nail 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, USE MORTAR WITHIN 1 1/2 HOURS AFTER MIXING FOR AMBIENT 3-3"x0.131"nails SKYLIGHTS,EXTERIOR DOORS,WINDOWS,DECKS AND ETC. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN 80 DEGREES F OR ABOVE. 3-8d box(2'/2"x 0.113');or SIMPSON LSTA24-20 GAUGE RIDGE STRAP common 2 THE BASEMENT(IF APPLICABLE).POSITION ALARMS NEAR 2-8d c ' x 10. DO NOT SCALE DRAWINGS. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 8. TOLERANCES: FROM DIMENSIONS AND LOCATIONS IN CONTRACT 18 1"brace to each stud and plat. ( .1 0.131'1;or Face nail W/18-10d NAILS-ALL ROOF RAFTERS DOCUMENTS FOR PLUMB, LEVELAND ALIGNMENT,PLUS OR MINUS 2-10d box(3"x 0.128");or 1/8" IN 20.FT. 2 staples 1'/,," 2 X 8 TIE @ EACH RAFTER 3-8d box(2/2" 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- 21. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND x 0.113'x;or IN PLACE OF STRAP ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, ON EACH LEVEL OF DWELLING,AS REQUIRED BY THE NEW 9. JOINTS: MAINTAIN UNIFORM 3/8"WIDTH;TOOL CONCAVE. PROVIDE FULL BED, 2-8d common(2'/2"x 0.131');or WHERE RAFTERS DO NOT LINE UP WITH STUDS: SUPERVISION OR ADMINISTRATION OF THIS YORK STATE BUILDING CODE. HEAD AND COLLAR JOINTS EXCEPT AT WEEPHOLES. KEEP CAVITY CLEAN 19 1"x 6"sheathing to each bearing 2-10d box(3"x 0.128');or Face nail SIMPSON H2.5 HURRICANE CUPS @ 16"O.C. CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL AT CAVITY WALLS. 2 staples,]"crown,16 a.,12/"loo ON EXTERIOR FACE OF PLATE W/5-8d NAILS EACH END ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 22. ANY ALTERATION,REPAIR,ADDITION TO OR CONVERSION OF p ' 1%"long ICE SHIELD UNDERLAYMENT &SIMPSON MSTA24 18 GAUGE METAL STRAPS @ 32"O.C. RESPONSIBILITY OF THE CONTRACTOR. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW 10. WEEPHOLES: PROVIDE FULLY OPEN HEAD JOINTS AT 2 FT.O.C.ABOVE ALL 3-8d box mon x 0.1131;or REQUIRED W/18-10d NAILS REQUIRES THATALL SLEEPING ROOMS IN THE HOUSE BE LEDGES, FLASHING, LINTELS. FILL CAVITY 8"HIGH WITH WEEP BAFFLE 3- O common x .129');or x;or 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO UPGRADED WITH HARD-WIRED AND INTERCONNECTED MATERIAL. 3-1 stag box(cro On,16 ;., 2 FACILITATE CONSTRUCTION AND SHALL NOT BE SMOKE ALARMS. 3 staples.I"crown,16 go.,1/�"long CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 11. INSTALL STEEL LINTELS AND PROVIDE REINFORCED MASONRY LINTELS 20 1"x 8"and wider sheathing to each bearing Wider than I"x 8" Face nail OWNER. 23. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY WHERE INDICATED. PROVIDE FULL SUPPORT FOR A PERIOD OF THREE 4-8d box(2'/2"x 0.113');or 3-8d common(2'/"x 0.131' or --------- STRUCTURE DESIGN. (3) DAYS AFTER PLACEMENT. 2 �� ' 3-10d box(3"x 0.128'0;or CEILING JOISTS 24. GARAGE DOORS SHALL BERATED FOR 120 MPH WIND LOAD. 12. COORDINATE INSTALLATION OF FLASHING;PREPARE MASONRY SURFACES 4 staples,1"Crown,16 ga.,1'/,"long SMOOTH AND BED FLASHING IN MORTAR. Floor 4-8d box(2'/,"x 0.113'3;or 13. TIES AND HORIZONTAL REINFORCING:COMPLY WITH CODES;SPACE TIES NOT 3-8d common(2'1,"x 0.131");or1-24" DESIGN CRITERIA MORE THAN 24"O.C.VERTICALLY OR HORIZONTALLY. SEE CONTRACT DRAWING. 21 Joist to sill,top plate or girder 3_1Od box(3"x 0.128');or Toe nail PROVIDE 8d COMMON FOR SPECIFIED SPACING. MAILS @ 4"O.C.AT 3-3"x 0.131"nails EXTERIOR EDGE OF 14. PROVIDE EXPANSION JOINTS NO GREATER THAN 30 FT O.C.AT ARCHITECT 8d box(2'!2"x 0.113') 4"o.c.toe nail ALL SHEATHING GROUND SNOW LOAD -25 PSF. WEATHERING-SEVERE APPROVED LOCATIONS. 22 Rim joist,band joist or blocking to sill or top 8d common(21/2"x 0.131');or FIRST LEVEL 40 PSF.LL. FROST(LINE DEPTH-36' roof applications also LIVING AREA -40 PSF.LL. TERMITE- MODERATE TO HEAVY Plate( PP ) I Od box(3"x 0.128'x;or 6"o.c.toe nail WHERE RAFTERS AND STUDS ALIGN: BEDROOMS 30 PSF.LL. DECAY-SLIGHT 15. ALL CONCRETE TO BE STONE AGGREGATE WITH A MINIMUM 28 DAY 3"x 0.131"nails SIMPSON H2A HURRICANE TIES @ 16"O.C. STRENGTH OF 3000 PSI. 3-8d box(2'/2"x 0.113');or W/5-8d NAILS @ RAFTER,2-8d NAILS @ PLATE, EXPOSURE -C ICE SHIELD UINDERLAYMENT REQUIRED-YES 2-8d common(2'/2"x 0.131'1;or AND 5-8d NAILS @ STUD 16. ALL WALLS OVER FOUR(4)FOOT IN HEIGHT SHALL HAVE TEMPORARY LATERAL 23 1"x 6"subfloor or less to each joist 3-10d box(3"x 0.128");or Face nail WIND SPEED -140 MPH(3 SECOND GUST) BRACING INSTALLED FOR A MINIMUM OF SEVEN(7)DAYS AFTER ERECTION. 2 staples,1"crown,16 ga.,I%"long APA RATED PLYWOOD EXTEND TO TOP OF TOP PLATETE HEADER SEISMIC DESIGN CATEGORY-B 17. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR DESIGN IN ACCORDANCE WITH AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'-' SPACING AND LOCATION MANUAL FOR 1+2 FAMILY DWELLINGS-ENGINEERED DESIGN METHOD, 18. DO NOT SCALE DRAWINGS. Floor I ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE. 3-16d box(3'/,"x 0.135");or SIMPSON LSTA361 1/4"WIDE 24 2"subfloor to joist or girder 2-16d common(3'/2"x 0.162'1 Blind and face nail 18 GAUGE METAL STRAP Cd JACK STUDS 3-16d box(3'/2"x 0.135");or 24-10d NAILS 25 2"planks(plank&beam-floor&roof) 2-16d common(3'/,"x 0.162'1At each bearing,face nail WINDOWS - GLAZED OPENJNGS 3-16dcommon(3 on(3'/2"x0.162") "x 0.128'x, 2 X 6 STUDS @ 16"O.C. 410 box(3 26 Band Or rim joist LO joist End nail SIMPSON 4-3"x 0.131"nails;or 18 GAUGE METAL STRAPE 43"x 14 ga.staples,'/1,"crown @ JACK STUDS FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA: SIMPSON MSTAI8Z 14-10d NAILS ISSUE FOR PERMIT 04 GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E- 20d common(4"x 0.192");or Nail each layer as follows:32"o.c. 1}"WIDE -18 GAUGE /02/18 at top and bottom and staggered. METAL STRAP @ 32"O.C. 1886-97 AND ASTM 996-99 -OR- 1 O box(3"x 0.128");or 24"o.c.face nail at top and bottom w/14-1od NAILS STRUCTURAL SHUTTERS WITH ATTACHMENT HAIRDWARE PROVIDED. 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides SEAL: layers Bd And: "PLYWOOD SUBFLOOR AILS TON BOTTOM W/6 O. NAILS TOP+BOTTOM @ 16"O.C. E D NEW STRUCTURES LOCATED WITHIN ONE(1)MILE OF IMEAN HIGH WATER MUST HAVE GLAZING 2.20d common(4"x 0.192');or GLUED&NAILED(TYPICAL) Face nail at ends and at each splice Ir PROVIDE SOLID BLOCKING /y CONFORMING TO WIND ZONE II. 3-10d box(3"x 0.128');or �C 3.3"X 0.131"nails @ ALL SUBFLOOR EDGES- TOP OF FOUNDATION �j GNESO/V PROTECTIVE PANELS AVAILABLE FROM: 1 ST TWO BAYS OF JOISTS NAIL SHEATHING TO �s CLEAR SHIELD HURRICANE&SECURITY PANELS;(631.287.5060) 4-16d box mon x/,"x 0x;or SILL PLATES 3-16d common(3'/2"x 0.162');or Sd NAILS @ 4"O.C. -OR- 28 Ledger strip supporting joists or rafters 4-1Od box(3"x 0.128');or At each joist or rafter,face nail m QUICK-GUARD STORM PANELS(631.287.5330) 4-3"x 0.131"nails FLOOR JOIST FLOOR JOIST LI ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E 1996 29 Bridging tojoist 2-IOd(3"x 0.128' Each end,toe nail SPACING OF FASTENERS N AND ASTM 1886,AS NOTED IN NY STATE RESIDENTIAL(CODE. ITEM DESCRIPTION NUMBER AND a° Ed ea Intermediate 5/8 X 12"A.B.@ 32"O.C.&12"FROM CORNERS 0 o s OF BUILDING ELEMENTS TYPE OF FASTENER°• g „ supports`• 2-2 X 6 ACO ° ° 'b: ,.,b�. •'a, 9 �2 A (In°hes) (inches) COUNTERSUNK W/3 X 3 X 4"WASHER SILL PLATEb' b,; , O O b;... . ..... J4 b Wood structural panels,eubfloor,roof and Interior wall sheathing to framing and particileboard wall sheathing to framing .. .b, •• •' (see Table 8602.3(3)for wood structural panel exterforwall sheathing Ito wall framing) SILL SEAL AND •°''. !•a• - _ ' SEE FOUNDATION DWG. TERMITE SHIELD a:� • ' �' 30 3/.,,-'/„ 6d common(2"x 0.113')nail(subfloor, wall) 6 ]2r FOR DESIGN 2 8d common(2/2"x 0.131'0 nail(root) "' <'.'• 31 "/„"-1" 8d common nail(2'/2"x 0.131') 6 12' PROJECT N .1704 32 1'/e"-11/4 1 O common(3"x 0.148')nail;or 6 12 SECTION E L EVAT I O N 8d(2'/,"x 0.131')deformed nail 220 OLD HARBOR ROAD Other wall sheathing" 33 A"structural cellulosic fiberboard 11/2"galvanized roofing nail,16 g head 3 6 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH NEW SUFFOLK, NY 11956 sheathing diameter,or 1"crown staple 16 ga.,1%"'long 34 1/,2 11 structural cellulosic 1'/4"galvanized roofing nail,'/,P"head diiame- 3 6 fiberboard sheathing ter,or I"crown staple 16 ga.,I/,,"long 35 1/2"gypsum sheathing 1:/2"galvanized roofing nail;staple galvanized, 7 7 1/2"long;V/4"screws,Type W or S DRAWING TITLE: I'/d"galvanized roofing nail;staple galvanized, 36 $!s"gypsmn sheathing 1'/6"long;1'/."screws,Type W or S 7 7 Wood structural panels,combination subfloorunderlaymentto)framing Structural Notes, s 6d defonned(2"x 0.120")nail;or 37 /,"and less Sd common(2'/,"x 0.131' nail 6 12 7 8dcommon(2'/2"x 0.131')nail;or 6 12 Diagrams & Schedules 38 /s"-1" 8d deformed(211,"x 0.120' nail 39 140"-V/,," 10d common(3"x 0.148")nail;or 6 12 8d deformed(2'/,"x 0.120')nail For SI: I inch=25.4 mm,1 foot=304.8 mm,I mile per hour=0.447 m/s;1 ksi=6.895 MPa. DATE: 04/02/18 DWG NO.: SCALE: AS NOTED S_001 DRAWN BY: NCL 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 / / \ ARCHITECT OF RECORD: / LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718,330.0471 STRUCTURAL ENGINEER: 2 2 S.L. MARESCA&ASSOCIATES STEVE MRESCA / A201 A301 CONSULT NG ENGINEERS 188-07 W. MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 REINFORCED CONC. FOOTING 8"CMU W/4" BRICK ON 12"CMU BRICK RETAINING WALL, EXTENDED FROM BRICK FACED FOUNDATIION. SCREED COAT OVER CONT. LENGTH DETERMINED BY GRADE. VAPOR BARRIER 12'-5" A-------------- ------------------- --- --- ----- ..; / I r--------------------- ---� I r i 4" I I I I I I I I I I I 1 A301 5'-8" REINFORCED CONC. FOOTING I ------------- 8"REINFORCED CMU FOUNDATION WALL I I (N)CRAWL SPACE I , ALIGN 4"THICK REINF. CONC. SLAB OVER CONT. I i 2x10 FJ @ 16"O.C. i I I i VAPOR BARRIER OVER GRAVEL OVER / SCREED COAT OVER CONT. I I I I I I COMPACTED SOIL \ / VAPOR BARRIER / LINE OF(E)WOOD i i i I I `-- ---------- - ---- -------------------------- I DECK ABOVE i i i I I >.. < (E) DECK PIERS I :. I 3'-0" I I I --------------------------------- ----- ---- ------------ --------- _ ----- ---- I 2 A202 — — — — — — — — —r — — — — — — - — — I ... . ., ..:. ------------- --- - ------ ------- -------- I 8i' A202 E3 E3 ;, � � L J I ---------------- --- ----------------------- -o UP I I ACCESS PANEL O 3 2x10 (E)CRAWL SPACE LL O wi I I I d O I �S, I i (N)CRAWL SPACEi (0 �R 1�' -j -i (N) BASEMENT I I SUB-PANEL i� I I wI I D �- D u I oI r O r o I I 1 `- UUI I I U- 101-11-" x QI I Z U- N Z N O I I I O I TANK N ch M N I I I UNDERPIN(E) ---------- i I I 3'-0" FOUNDATION AT I (N) BASEMENT14 ACCESS PANEL I I I it -----------J `--------------------------------- --------- � II 3'-0" ACCESS PANEL -------- -- -------------------- HW O O PROVIDE#5 REBAR DOWELS 01 5-0" 18'-10" (VIF) 18"LONG EMBEDDED 6"INTO 1 EXIST. CONC. REINFORCED CMU RETAINING 15' ® (E) BASEMENT (E)CRAWL SPACE (E)CRAWL SPACE WALL FOR WATER MANAGEMENT S�DEygRD SETBACK AT WELL WINDOW I FURNACE j —[- I O O LINE OF(E)GARAGE - - - - - - - - - - -I I I O O O I I I I ISSUE FOR PERMIT 04/02/18 I I SEAL: I FLED q E R C'NESON,s I I On y0 0 II II I �a II II I it it I PROJECT NO.1704 I I I 220 OLD HARBOR ROAD I L — — — — — — J I I I NEW SUFFOLK, NY 11956 I i DRAWING TITLE: Foundation Plan A201 FOUNDATION PLAN SCALE: 1/4" =T-0" DATE: 04/02/18 DWG NO.: SCALE: AS NOTED S-101 DRAWN BY: NCL 220 OLD HARBOR RD, NEW SUFFOLK, NY ARCHITECTURAL DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: S.L. MARESCA&ASSOCIATES r2 2 STEVE MARESCA ';zRk,A201,F A301 CONSULTING ENGINEERS 188-07 W. MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 44 POST W/MPB44Z IPOST BASE. GROUT OPENING IN CMU SOLID AT HOLD-DOWN LOCATIONS. POST TO BE 11'-112'(VIF) CONTINUOUS FROM FOUNDATION TO HEADER W/SIMPSON-AC4 POST CAP. (2) 1-3/4"x 11-1/4"LVL HEADER AT 2x6 WALL NON-STRUCTURAL POSTS 0 NOTES: j w MIN. HEADER(2)2x8 ¢ E; C7 ¢ APB =ANTHONY POWER BEAM Lu w = O = J J J J Q N J Q c�) v 18'-10" (VIF) 1 Fj 2x8 RR - 2x8 RR ~ 18'-42' A301 x < 3 � xQ ALIGN M M I(0 �I r r I x XI N N N 10'-6J" 04 N (3)2X8 — 2x6 I 2 1 N (3)2x6 POST 2 2x6A202 A202 I , — _ 12x6 �_ I co I 2x8 RR 2x8 RRI I J o U00 (0 coN I N 5-1/2"x 11-7/8"APB RIDGE T 2x10 RIDGE .o N MN , M I CENTERED I I cv ci I I ON OPENING I 00 I o _ I (2) 1-3/4"x 11-1/4"LVL N ifl I (3)2x4 TO RIDGE � I - _ 2x6 @� I � I I 0 I I N I �---- -- — --- 2X6_ PROVIDE 2x8 PLATE ON TOP of(E)ROOF 2x8 PLATE O z r` U) W EXISTING RIDGE BEAM 12'-0" (EXISTING,VIF) ISSUE FOR PERMIT 04/02/18 SEAL: ❑ D ARc G'r1ESON/iS' <� * N"A '9 1 4f PROJECT NO.1704 220 OLD HARBOR ROAD NEW SUFFOLK, NY 11956 DRAWING TITLE: 1 Framing Plan A201 FRAMING PLAN, FIRST FLOOR First Floor Z, SCALE: 114"= 1'-0" DATE: 04/02/18 DWG NO.: SCALE: AS NOTED S-102 DRAWN BY: NCL