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HomeMy WebLinkAbout29452-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30803 Date: 03/02/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1640 EAST GILLETTE DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 3 Lot 24.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 31, 2003 pursuant to which Building Permit No. 29452-Z dated JUNE 2, 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 ONE FAMILY DWELLING WITH COVERED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to MANUEL ESTEVES & ORS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0161 02/10/05 ELECTRICAL CERTIFICATE NO. 1178577 05/21/04 PLUMBERS CERTIFICATION DATED 01/10/05 WILLIAM SCHWAUB PLUMBING Authorized Signature Rev. 1/81 • 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: 1 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._J / /05 New onstruction: " Old or Pre-existing Building: (check one) Location of Property:ILP L40 (>0 1 e f4� ba 6A�T,,(,l,�j'•�i O�,� House No. Street Hamlet Owner or Owners of Property: bt /r/K Suffolk County Tax Map No 1000, Section 3 Block 3 Lot Subdivision Filed Map. Lot: ay Permit No. '12�'T Sv� -Z Date of Permit. Applicant: Robe► rK Health Dept. Approval: Underwriters Ap oval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �Q C_ �,��� Ap cant Signature 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. 29452 Z Date JUNE 2 , 2003 Permission is hereby granted to: CUSTOM HOMES INC ROBERT' S PO BOX 372 WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & WRAP AROUND PORCH AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 1640 EAST GILLETTE DR EAST MARION County Tax Map No. 473889 Section 038 Block 0003 Lot No. 024 . 001 pursuant to application dated MARCH 31, 2003 and approved by the Building Inspector to expire on DECEMBER 2 , 2004 . Fee $ 1, 291 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 e BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 KC ANDERSON ELECTRIC ROBERTS CUSTOM HOMES 5 5 P.O. BOX 16 P.O. BOX 372 5 MILLER PLACE, NY 11764-0016, WADING RIVER, NY 11792 5 1640 E GILETTE DRIVE EAST MARION NY 1 Located at 1939 5 5 Application Number: 1178577 Certificate Number: 1178577 5 5 Section: Block: Lot: Building Permi : 29452-Z BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: cS Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, S 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st Day of May,2004. 5 Name OTY Rate Rating Circuit Tie 5 Miscellaneous bonding for hydromassage tub 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide S Sensor 6 0 Smoke 5 Appliances and Accessories C 5 Furnace 1 0 Gas 5 5 Exhaust Fan 3 0 F.H.P. 5 Wiring and Devices SOutlet 42 0 Fixture Fixture 42 0 Incandescent 5 Outlet 81 0 General Purpose Receptacle 42 0 General Purpose 5 Switch 35 0 General Purpose 5 5 Arc Fault Circuit Interrupter 3 0 15 amp GFCI Circuit Breaker 1 0 15 amp 5 Disconnect 2 0 60 amp Air Conditioner seal 5 Receptacle 2 0 20 amp Laundry LS Continued on Next Page 1 of 2 Cj 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. �j BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 S Upon the application of upon premises owned by 5 5 5 r5j KC ANDERSON ELECTRIC ROBERTS CUSTOM HOMES 5 5 X 372 MILLER PLACE NY 11764-0016 WADING RIVERNY 11792 5 SS Located at 1640 E GILETTE DRIVE EAST MARION, NY 11939 5 5 5 Application Number: 1178577 Certificate Number: 1178577 c� 5 Section: Block: Lot: Building Permit: 29452-Z BDC: NS11 5 rjDescribed as a Residential occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: S Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, 5 5 SCj 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 5 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 21st Day of May,2004. Name OTY Rate Ratin¢ Circuit Type 5 Receptacle 2 0 20 amp Appliance Receptacle 10 0 GFCI 5 Service S1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb Meters: I S S 5 S 5 5 S 5 5 5 5 S 5 cS seal 5 5 S 2 of 2 S 5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Cj • al 12/08/2004 11:49 7659508 TOTH PAGE 01 10:0uuF�oc,-� Town Hall,53N5 Main Road `r� Fax(631)765.9502 t" P.U,Box 1179 10Telephone(631) 765.1802 Southold,New Yorke 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: I ( o rD Building Permit No. '>� Qwner' �Iv / ( lease prinfl t)' Plumber: (Please print} 1 certify that the solder used in the water supply system contains less than 2i 10 of 1% lead. I, U(Pens Sia gnture) Sworn to before me this'l u day of� u U 5 N Public, S(AA) Ik—county - FENNING P, ic,5,^`e of New York t: . 01D:5047809 Uu4lified in Suffolk County uammission Expires A414, u SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road, Westhampton Beach, New York 11978-7407 (631)288-1034 Fax(631)288-7937 Date 5/2/03 SUFFOLK COUNTY DEPARTMENT OF HEALTH COUNTY CENTER RIVERHEAD, NEW YORK 11901 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 1645 E. Gillette Drive — East Marion A water meter was installed on 1/8/99. c/ i4 Very truly yours, Dona Roberts Eastern Regional Manager SUFFOLK COUNTY WATER AUTHORITY DR: ba � gip. T6S-1802 BUILDING DEPT. INSPECTION 141'.'/FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,&CGi1��l./� f DATE l a3-- INSPECTOR BUILDING DEPT. NSPECTION [ ] F NDATION 7ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ j FRAMING [ ] FINAL [ ] FIREPtCECHIMNEY _Y4REMARKS DATE INSP 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ � FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE fl CHIMNEY REMARKS: W4AAa �'i Gow7 S � DATE f G INSPECTO BUILDING DEPT. INSPECTI [ ] F NDATION IST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] RAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNE/J � REMARKS: /�(J —T,� c ` l� T T)' c DATE IN8Pcy ECT0 7— 2-q s- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDAT N 1ST [ ] ROUGH G. [ ] FO ATION 2ND [ ULATION FRAMING [ ] FINAL [ ] FIREPL 8 RIMNEY REMARKS: �'��'� � DATE l2✓ ��8PECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL 0N� [ ] FRAMING INAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE . EMARKS:DATE INSPECTOR,.,, l 765-1802 i BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULA N [ ] FRAMING [ INA [ ] FIREPLACE & CHIMNEY ( ] FIRE S INSPECTION REMARKS. � „-Z 64� C r DATE to ®J� INSPECTOR OF SOUTyO� n * # Z �ouHn, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL DP2; [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:-15 Lldl DATE INSPECTOR Robert James Higgins ?c6 gg Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 - 5liis i Town of Southold Building Division Southold, NY October 1, 2003 RE: Victorian on 1640 East Gillette, East Marion NY Criscito Homes Dear Inspector. I have reviewed the strapping for the above-mentioned house and in the best of my knowledge, opinion and professional judgement and based on the drawings, the strapping conforms to the New State Building and hereby approve the work installed. 0A. Respectfully yours, Y J Robert James Higgins, AIA Ce.Roberts Custom Homes ; 9 r r ' f , w 'J E` MAY 2 2 Tol JJ Robert James Higgins Architect '' ' t " 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 May 13, 2003 Town of Southold Building department RE: Roberts Custom Homes East Gillette Drive, Lot 15 & 24, East Marion Dear Plans Examiner: In regards.to Egress only windows clear openings shall be greater than or equal to 20" x 24" and Ice shield underlayment is required and shall be provided at all roof edges. J. Sincerely; Robert Higgins OO OA Robert Higgins, Architect ` Cc;Roberts custom homes f SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road, Westhampton Beach, New York 11978-7407 f (631)288-1034 t ^t Fax(631) 288-7937 41 C. Date 5/21/03 SUFFOLK COUNTY DEPARTMENT OF HEALTH COUNTY CENTER RIVERHEAD, NEW YORK 11901 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 2320 Gillette Drive - East Marion A water meter was installed on 1/4/99. Very truly yours, Dona Roberts Eastern Regional Manager SUFFOLK COUNTY WATER AUTHORITY DR: ba 2 TM ` '+ 1 T. TERRY ' I , — {� �U C l own Hell. 53095 N•1a,n 12n 't3' �_ •, P.O. nox 117() 'I OWN CLERK Sowlhold. Nc%% tirk I>,_3 IEclsrRnrz Or vlrnl,srnTlsncs yam, l� � Fix c S Ic,► 7(�5. , MARRIAGr•. OFFICER - O Tcicphonc (5 16 1 7(,!;.1H()' RECORDS MANAGEMENT OFFICER FREEDOM OF INFORM -nON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) ) , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ) . TOWN OF SOUTHOLD Judith T . Terry -� Southold Town Clerk - - ' August 25 , 1993 APPLICATION _ PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sien): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if uo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to ftilfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent t the Local Administrator or his/her representative to make reasonable inspections required to verify co fiance. 8. I,THE APPLICANT,CERTIFY STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO B OF MY KNOWLEDGE,TRUE AND ACCURATE. , (APPLICANTS SIGNATU DATE S 03 SECTION 2• PROPOSED DEVELOPMENT(To be completed by APPLICANII NAME (( n.' � ADDRESS TELrE'PH / E 2 APPLICANT RDJ'`t' 5701� Ia/kl.�T IAM�J� f�-f 1itQ l2 N �l p BUILDER tt ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the sweet address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. �xx�- 3�- 3- t �a� � 5 Camel-lit• �e �R • �a�l- �?a�,r un., :5/0 f' FDP(93) f'A ` APPLICATION 1 PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT IVTTY TRUCTUR��:ffiNow Structure Rsidential ( ily) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commeraal) ❑ Dcmdlitioa P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT Sl(&D,000 B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling M/Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) - O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O�ubdivision (New or Expansion) Individual Water or Sower System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhiIMSTRATORI The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Is NM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Ser Scction 4 (or additional instructions. SIGNED DATE .r c APPLICATION • PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOC/%.L ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all cxiSting structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specificatipns, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the fast floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection level (non-residential only) VC NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in.any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION therSECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATQRI I have determined that the proposed activity. A.O Is B.0 Is not in conformance with provisions of Local Law ttr , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A i5 checked, the Local Administrator may issue a Development Permit upon payment of designated fee_ If BOX B i5 checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. ' APPLICATION # PAGE 40F4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement('in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE. Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADN11NISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ONO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION $• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: .3 Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area li TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLLA.NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C (93) Robert James Higgins ArchitectX ?Pm t 50 Hidden Acres Path l_ 1 Wading River, NY 11792 631 -208-3351 Ay 13, 2003 Town of Southold Building department RE: Roberts Custom Homes East Gillette Drive, Lot 15 & 24, East Marion Dear Plans Examiner: In regards to Egress only windows clear openings shall be greater than or equal to 20" x 24" and Ice shield underlayment is required and shall be provided at all roof edges. ,fir�id ry5�1 a Sincerely; * Sk Robert Higgins Robert Higgins, Architect y$ Cc;Roberts custom homes OPT FOUNDATTON(IST) FOUNDATION 1 �d ����...: FM FROM � IVA , y ENERGYINSULATTON FERN.Y. STATE • 1 0 WAW v. A A • 11MKII A51� ---- ---- -------'-- - i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ^ ' 7pn� Do you have or need the following,before applying? LDH Board of Health SOUTHOLD,NY 11971 i 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 `— - Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 117 ,20_e3 Contact: Approved ,20 93 Mail to: Disapproved arc Phone: Expiration ,20 D Building Inspector APPLICATION FOR BUILDING PERMIT Date O✓V, 200 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) 62 I&x /,-;/ - ow-Jarx 1-)vluk (Mailing address of applicant State whether applicant is owner, lessee,(ient, hitect, engineer, general contractor, electrician, plumber or builder Vt�Y.-t- —t CO ----% Name of owner of premises�� L toy,-- t -Cm es [A) �- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location ofI d on which proposed work will bed e: House Number Street Hamlet County Tax Map No. 1000 Section 3e Block Lot /J,--'-C-17` Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0 , Q Q D , Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor *V/,�- If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ��� �� Rear oZ Depth 3 / Heighto , /Number of Stories ;_19. Size of lot: Front (30,D`�t� Rear /50. O D Depth ( 6q , (_p(O 10. Date of Purchase P2 ;'O O �3 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will ex e;ddressPd fill be removed from premises?YES NO v 14. Names of Owner of rem �G"e ises wt &x 370? �QQ!�0 /Phone No. qc2q "66 c 5 Name of Architect ov Yi- '1r Addres APhone No Q6'6 33Y'l Name of Contractor h !X6 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOr * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY Ovsa� V (C�� l D�►� \ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agr Q o+ (Contractor,lAgent, 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 p da�y of Vp&qZ,4, 20_Q_a NotaryPublic Signature of Applicant LINDA J.COOPER Notary Public,State of New York No.4E22E56 ,SufforkC can�0o� Terra FSP e I am familiar with the STANDARDS FOR APPROVAL ` AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES e and will abide by the conditions set forth therein and on the s permit to construct. ptPARTMtN=ORMEAL1M Sl11Ct e� SMR FOR APPROVAL OR CONSTRUCTION FOR A SC.D 6 REF. IVO. RIO- 01- 0101 $INGLR FAMILY R19109KC9 ONLY The locations o/ wells and cesspools 0'( ter u, ;-A shown shown hereon are from field observations L �jell►n1Wa 6 q1 e��' 1,3 DATi p ��O O l — 0110 and or from data obtained from others. otb� G 16 ' a,� \ p \ e„ AP o ELEVA T/ONLS ARE REFERENCED C TO AN ASSLWD DA TLU p� �� FOR MAXIMUM OF ��SXOROOMf sQ R PROPOSED ELEVATION 3� N �G to �� •tNREE VEARS FROM DATE:OF APPROVAL 0L, � ( P g' e 6A�51'0 \\ J "• p �,� L SURVEY OF PROPERTY b9 sCr�/ ��, ,00�' o,,� ,� ,.t �` AT EAST MARION zSe w e, r� � . E ti ^ o � TOWN OF SOUTHOLD fir �t , Or', A ,SUFFOLK COUNTY, N. Y. 1000 — 38 — 03 — 15 & 24 SCALE. 1'"—= 30' 1= C Marr- Q \ ►- f TEST HOLE 5101101 rr P \ ,/UNE 15, 2001 $, - cart brown � o � 50 � s►"= /van -A �9OL rpus� Tow is" 4 4 � \ LO 169,6 FoL,roAT1 g 4' e/ 9.5 PROPOSED GRADE el 9 At, id4 r-1 7 r' \ n�, IE 7 DTIC� 1E Z3 �/E 7.! 59 �� �O 60 /o 1. eos�e sand � �•�`— 4 O�' �p� �►,,„ , S►' c ' i► ® �/ O 9' do j 2!3v of �cban sand 04 31L L� �' ' PRVPO=Sfr'�e+E AWWAL SYSTSW 4 POOLS pool cluA/er W er \ Cn rr77+ �,gErT'��LiLa LEAS T 0WA Wt6 SW J 0°r 6451, ��'nk NOTES CROSS SECTION - SEPTIC SYSTEAa/ ; , S, id O �a�i��C r SUBSURFACE SEWAGE DISPOSAL /q,�na�c, �` g SYSTEM DESIGN ` JOSEPH AREA = 2 60 *4 ft \ I.0t BYE RT RO T Tl, P.E. ���}F NEW i - SOUTHOLD N.Y. 1/97/ gyp. y0 , �' �,7? ANY ALTERAT*N OR TM W SLRVEY IS A VIOLATION CERTIFIED TO, (6X) 765 -' 2954 MFTI -. or �y � AEW YORK STATE &XICAT/ON LAW. WA YNE J. MOT T 3 cxcvY AS PfR SEC1l�dN ?109 - SL*V1VkVbW 2. ALL CERTIFICATIONS MEIAEQN ARE VALP FOR THIS MAP AID COPIES THEREOF OldY IF MARY OLIV/A MOTT 53: SAn.MAP OR CUpIES �i1R TI+E� WSS1EV SEAL OF THE SURVEYOR FV&LITY NAT"44L TITLE I "WW4CE r�V ~' WHOM $0NATt,ME APPEARS f1EMEp�t COWANY OF AIEW YORK f Y.S. LI NO, ADWTXWALLY TO COIFY INYN SAD LAW THE TERN 'ALTERED aY' NOTE# LOT HL44"S RULER TO ' AW OF A"AYON LAKE ' ECON/ le-MS, MST ME USED DY ANY AAD ALL StRVEYORS UTAJZW A COPY FILED !N THE SUFFOLK COWNTY CLEWS OFFICE (63/1 T6 .04 AA 765 - 1797 OF ANPTIER SLRVEYOMr'S MAP. T AV A#1jSUQf AS 7KyTH T D'A/+. ON MARCH /8, 1958 AS FILE NO. 203-6 P. 0. BTRA N� ET 3ROt�IQNT - TO - DATE'ARE ApT N COAIAMCE NUTH THE LAW. \ SOUTHOLD? N.Y. 1/971 07 - 172 AAV CO MWAL aw�+y awd Fid: 040=.. 'Aii ,we 0*01V076 Tho laamyom of Woft God spooks shown Q 4� hsr aro hove Aw ob"rVa _ *lk -6 ; ."1 6 t .6 and or fry a►oki Qls1ad from of4Aers. �r�,w- ,+ `' t P040 -' MVCF O � ° bit 4, S 1 P ' � v Ste'?VEY F PR©P 'T Y 7 AT &4S tAMRION TOWN , F $00 HOW S 1 Y: s c �' n �r + rvKG r1� ,se ,/ _ _ AUR. /$ 2003 (prop, /rn. 1 !. M,orr+ls `D +!'. 1 . - Amri/, , p / Fillx +� ' x o,n ��.7.s M^�wr ' c ° /W y a� _ IE IIS r 471 , 3J ��' -'► O8' aNe cohr v/ s ' aro N ' 4 AK A �1 cftow SEC ►yap ��w: sfipli1C SYSTL9W JTV SiElYi46E SIL ' ' :F40ATT4 P4 EWJ� NEWN CM Top a ICY, i197f �.`� a,i. -' WAYN�' TT rw 4 ° 'o R y MA F-IW.1TY COWANY T 'i 3 Y 1' M'1TN j �..{ �1 j 3,6103 G o j 177 l 49618 LT or AVTV L61T ' � k4a AE(d 19 � v AS F .EA� X C ,? S LA N MAAa r 14 '� �S FXE No. ft � P 0. WX ER STREET t?, X.Y. 11971 I am familiar with the STANDARDS FOR APPROVAL P► 4 ' AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAA4IL Y RESIDENCES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES and w1P abide by the conditions set forth /herein and on the permit to construct. APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE ak g' r— Dat H.S. Ref.Na. SM6 REF. IVO. Rio- 01- DAB) m �� The sewage disposal and water supply facilifts at this 4ocagon have been The locations of wells and Cesspools ter) �a v, ;A - Wpected and/or cert d by this Department or other agencies and found to shown hereon are from field observations L0'(res Ilin I Via., 6 AA eti N c be satisfactory FOR A MAIXI ,A OF BEDROOMS. and or from data obtained from others. of 16 ' "l ELEVATIONS ARE REFERENCED CP w U Walter J.Hilbert,P.E., i-T TO AN ASSUMED DATUM ; Ar � Office of Wastewater Poana2er�.e at oma,_ o Q PROPOSED ELEVATION 31 G oft " Irl s erl o� � d�'` l<g ��k .09 N• 6A �- _ •9 SURVEY OF PROPER T Y AT EAST MARION Z Q { - - TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. O 1000 - 38 - 03 - 15 & 24 P.p e� 23 l 9.0, g SCALE 1'= 30' CL TEST HOLE 510/10/ JUNE 15, 2001. 1 e/ .O Dari brown MAR. 19, 2003 (prop. hse. 1 C 1P Aor�i• /q 20673 rev/$1�7 OL /�• / Vol Aug. 5, 2003 floundation location) �owA �r 4 > Y�� ° 1g9 6 FOUVA 4- e/9.5 JAIL 6; 2005 fFNVAL! o�v GRADE 9 11J' -� � / o 4' ov LE.7.b 7V 7AA4r IE 73 A6 1., 6rolhp lir►o /o c t a' wase sand a �_ 4 0 N \J 01 ® 9� ape j color of Ldean sand c � f SW Gt '0 ' ' p'i �01 tante(L-?o of *1 31 PROP�D S406C AW%A�S,AL SYST&W t Poas pool CkWer COW's a JAI GRO�AIP ATE���PRECAST GAL wMer-b brown fir MOOT* J (' VI '�' �k 6051 O NOTE$ CROSS SEC TION - SEPTICS STEM s� ya SUBSURFACE SEWAGE DISPOSAL of NEW 61 McDono.ldl Geos cic>�Ce �` ' SYS (( DESIGN 1.01 BY, JOSEPH FISCNETTI, P.E. AREA = 21850 sq. ft. MOBART ROAD q SOUTHOLD$ N.Y. 11971 - ANY AL TERA TION OR AADITIAN TO SURVEY IS A VIOLATION CERTIFIED TO, /6JU 765 - 2954 OF SECTION 7fO9 OF THE NEW YORK STATE EDUCATION LA W. WA YNE J MOT T P:, EXCEPT AS PER SECTION 7209 - SUBDIViCSliONf 2. ALL CERTAF'/CATION.S MARY OL/VIA MOTT 'L2 S MAPRE OR CO Es BEA s�SE4L OF THE sSLVVEYOR COWA Y NA TONAL TITLE WSURANCE o 177 ) N � '` 4 "° 8 WHOSE SW A TUBE APPEARS HEREGYK COA�'ANY OF NEW YORK `/,�,vj .aro/0 3 G -�: AODITI"LLY To COWL WITH SAV LAW THE TERM 'ALTERED BY' NOTE, LOT NUACERS REFER TO ' MAP OF NAR/ON LAKE ' FGab1� Zo►�� AE O( 99 ECONIC S EYOP.C. MT BE USED BY ANY AAV ALL SURVEYORS UTirJ2M A COPY FILED MI THE SUFFOLK COUNTY CLERK'S OFI E < I631I ,T65 - 5020 FFA AX (63/) 765 - 1797 US OF ANOThER SURVEYOR'S MAP, TERMS SUCH AS 7'NSPECTED'AND ON MARCH l8, 1958 AS FILE NO. 2038 P. o. BOX 909 TROL6HT - To - DATE'ARE MOT w COWUANCE *7TH THE LAW. 12 3THOLDTRAVEL y STREET fi l — 177 GTCDI�41 Applicant/ Date. Owners Nal ' Reviewed: Architect/ Date Engineer: R Submitted: D SMI 9: �g District: x.000 Section: —`SSL_ 13 lock: _ _ I,( 1 Project ! _ Smubdtviston Location: � �oi .Un, i"�--- — Name: Sin lc&, separate Required �VJ S� cetllficattoil: Yes/ o F442 Rcy. Rcy. J Zoning District: 11,01 size: ©UU Actual: I (IAt coverage I'rupusc�Yd� Req. / / Req. _r i z Req. �^� (J vont Pard Proposed:__TJ' [Side Yard �T �I'roposed: 3a vJ [Rear YardProposed Project Description: A.GENCNUERMITS Permit RFQUIRED FOR REVIEW N.A. N0YES Number Suffolk County Health Dept. New York State D. E. C. r/ Town Trustees Town Zoning Board approval: ./ Town Planning Board approval: _ Flood Plane Elevation ??? Flood Zone: r 1 1 1 j_ a R ♦ O NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: J WIFIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEEREDTRESCRIPTIVE I o FULL FRAMING DESIGN ELEMENTS HEADERS: Y/N d WALL STUDS: Y/N G GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N / EGRESS _LffT, VENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION J t NAILING/CONSTRUCTION SCHEDULE: Y/N f . MEANS OF EGRESS: Y/N T. ^v/ PLUMBING RISER DIAGRAM: Y/Nc/ LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N ✓� � / TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03121103 Receipt#: 683 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 683 Total Paid: $10.00 Name: Robert's, Custom Homes P O Box 372 Wading River, NY 11792 Clerk ID: LINDAC Internal ID:72144 I I r�nponl CONSTRUCTION NOTES ZO. Glrad openings in wind-bone debris region(arae 22. Design Lord Information: -f Nailing Schedulb for lateral and shear connection requirements in Exposure-B&Cwithin hurricane prom region within one mile or the ■. Ground allow load: 45 par Number of nail spacing Description I. All work shall conform to the 2002 Residential code of 10. No backfill shall be placed against the foundation walls coafni mean high wafer Ree when basic wind speed is b. Rooms other than sleeping; LL-40 psi and Common nails 110(mph) 120(mph) NEW YORK STATE, Local Building,Zoning& The until first floor framing is in place or brace foundation 110 mfla per hour or greats,�6r 20 miles per hour,shall DL=IOpat ROOF FRAMING New York State Energy Conservation Construction 11. Double joists under parallel partitions and under meet the requirements of the large nibsile tat of ASTM c. Sleeping roots: LL=30 refund DL=10psf Rafter to top plate (toe-nailed) 4-8d 4-8d per rafter Code. ALL CODES shall supercede drawings and shall whirlpools. Double frame around all openings in floor E 1996 reel of ASTM E 1886 referenced therein. I Roof: LL•30psf and DL-10 pot Ceiling joist to top plate(toe-nailed) 4-Bd 4-Btl perjoist -_ each la be incorporated into drawings whether they are end roof framing. (8301.2.1.2) e. Roof with cathedrni eeWog LLr30pef and Ceiling joists to parallel rafter(face-nailed) 7-16d I8-1 GotI p indicated on the Tans or not. 12. Metal noshing shall be provided were concrete abuts a. Exception: Wood structural panels with a DL=15pef ?x Gelling joists laps over partitions(face-nail) i-18d 8-16d each lap P Collar tie to rafter(face-nail) 3-8d 4-Bd per tie 2. 'rhe reference slmtdard that cos utilized in the design of wood,and were decks abut house framing. minimum Thickness of 7/16 Inch and a masimum f. Dake& exterior balconies:LL�Opafaed - 2 ?U(]3 Blocking to rafter(toe-nail) 2-8d 2-fid each end the structure is the American Forest& Paper Association 13. Joists hangers required at all flush structural load span of 8 feet shall be permitted for opening DL=10pet Rim Board to rafter(end nailed) 2-16d 2-16d each end (AF&PA)wood frame construction manual for one-end bearing conditions. protection. Paulo shag be precut to cover the g. Guardrails and handrails: LL-200psir Rafters to ridge, valley or hip(toe-nail) 4-18d 4-18d per ratter two family dwellings 1917 edition (800-890.7732). THIS 14. All habitable rooms shell be provided with aggregate ate per ratter P 88 g gtaud openings with Attachment hardware h. Attic without storage:LL=10 pet and DL=IOpaf Rafters to ridge,valley or hip(cane-nail 3-164 3-164 p MANUAL shall be incorporated into the drawings glazing of a minimum of 8%of the floor area of that provided.Attachment shall be provided an L Attic with storage: LL-20pof and DL-10pef WALL FRAMING whether they are indicated on the plans or not. room. The minimum operable ane(ventilation)shall be follows; j. Seismic design Category C rq %= Top plate to tap plate (face-nailed) 2-16d 2-16d per foot 3. Written dimensiom shall take precedence over scaled provided at a minimum of 4% Table 1609.1.4 k. 3-second . - . I '✓ I"t / Top plates al intersections(face•nailed) 4-16d 4-16d joints-each side dimensions. 15. All door and window headers to be 2-2x10 unless noted Z,= is I ! 24'on center Fastener Schedule for wood ohmaad"Lel: design gut wind speed or 120 mph. t!J Outer them of Stud to stud (face-nailed) 2-18d 2-t8tl span only I Header to header(face•nailed) ted led 16"o.c along edges 4. The contractor prior to start of construction shall verify otherwise. Fakeer Pas than/ Pawl spun Panel span 1� Top and bottom plate t0 stud 2-16d 2-16d per stud all dimensions,existing or new and be responsible for 16. Vent dryer to exterior and bathrooms shall have Type tae thud las thaw tae tined F- Bottom plate to floor joist,band Joist 2-1Bd 2-16d per foot field fit. mechanical ventilation where no window is provided on Equal k 4' equal to 6' equal to 8' ENERGY NOTES �.•. I.,( , O Built-up comer studs 10d 10d 24' on center 5. All electrical and plumbing shall conform to all State; separate switch. Built-up girders and beams, 2-Inch lumber layers 10d 10d local,county codes,and shall be inspected and approved 17. Guardrails are required where the difference in grade is 21/Z"N6 woad 16" 12x 9" 1. The Architeet eerllfla that k the bmf of his knowkd e, � L >- Nail each layer at 32"on center at top and bottom L 1/4 Jotat-� � -� And stagger nails. Two rads at each end and at each splice by the governing agencies. General contractor shall be more then 30 inches and openings in guardrails to be 4 Screws or IOd beliefLd profeuloani judgement,the drawings aro k � Q responsible for all installations,materials,design,etc. inches maximum. Handrails are required on stairs with 2 nolle compliance to the MECcheck report for the New York ^"�' Z C`jj''ilrr depth, Max. - 1/3 Jolst�2"Man. r�,� FLOOR FRAMING 6, All footings shall beer on virgin,undisturbed soil with a or more risers. (8316.1) 21/t NS woad 16" 16" 12^ Stale Energy Conservation Contrmtion Code effective z depth, Max. �- per joist g 1/3 Joist-J' Joist to sill, lop plate or grader(foe-nail) 4-8d 4-8d P j minimum bearing capacity of t-ton per square toot. 18. Smoke alarms; Shall be provided in each sleeping room, Screws July 3,2002. depth,Max, Bridging to joist (Toe-nail) 2-8d 2-8d each end i/8 Joist Blocking to joist(foe-nail) 2-8d 2-8d each end 7. Poured in place concrete shall have an ultimate outside of each separate sleeping Brea in the immediate • This table Is,based on a maximum wind speed(3-second got) 2. Ali HVAC systema shall meet the NYS Energy Code.It �;//.�•���`/ CyyGr {tiq- 1/6 J Max. Blocking to 5111 or lop plate (Toe-rad) 3-16d 3-16d each block compressive strength at 28 days of 3000 psi,except vicinity of the bedrooms and on each story of the of■130 mpb and a 33-foot men roof helghL shag be the rapomibiHty of the General Contractor to Zidep Ledger strip to Beam(Face-nail) 3-16d 3-18d each joist 'exposed slabs,garage slabs end steps shall be 3500 psi, dwelling, including basement and cellars. Alarms shall be a Fasteners&bun be installed at appealing ads of the wood subedt the Reign and drawings of the mechanical { er oist structural nab. systems stamped and sealed by■profeeloml engineer if Figure 3.2a Solid sawn joist and rafter notching and boring limits Joist on ledger to beam (roe-nail 3-8d 3-8d P 1 (R402.2)Concrete shall conform to the latest ACI interconnected and hardwired to a commercial source, pts L 1 L L ) 11 it w, Band Joist to Joist(End-nail) 3-18d 3-1Bd perjmst Standards. WHENEVER m alteration, addition or canvereian is • Where Screws an attached to num"ry/stuua they shall be regnireu by the owner or building departmeeL Band Joist to sill or top plate(Toe-nail) 2-18d 2-18d perfect 8. Joist and Rafter Framing lumber shall be DOUG-FIR 82 made to an existing residence,the smoke detection attached utilizing vibration resiskuce anchors having■ 3. AN glee to be double Imulated with LOW-E ghudn and I J FLOOR SHEATHING shall be attached with a minimum of 8d common nails spaced at a maximum of 6 inches on or better, E=1.6, Fb=875 psi, repetitive member 1006 psi. system of the entire residence MUST be brought up la minimum ultimate withdraw capacity of 490 pomds. a U Sector=.35 emximum.- panel edges and 12 inches on center in the panel field. When used in studs to resist wind loads Fb=1181 psi code,hardwired and interconnected. (11317.1.1) • The Homs Owner is dome responsible for attaching the plywood 4. AD exterior de(incl.Basement)to be imulated with a , 1 ' ---- 9. Basement with habitable space and every sleeping root" 19. The Architect has not been retained for construction W Wi Ho°`^ d ROOF SHEATHING ATTACHMENT REQUIREMENTS J deb k the windows and doors during a alarm. Sel 35 maximum red they shall be waequi etripped- a.rm.else - shall have at leaf one operable emergency escape as phase,supervision during construction,contract Sel4closlrrg and gra rated doom were required. �^ �`/t�1. 1 N•1..de• Maximum nail sparing for 8d common nulls follows: Minimum net clear opening of 5.7 square feet, administration,inspections or observing the progress and 2LThe architect bee not been retained fer Conclude on - DI VJ cm.,vac m din.....cis•• 110 (mph) 120(mph) ^•^°^'r Sheathing location' spacing at panel al Intermediate' at panel at Intermediate except grade floor openings to be minimum net clear quality of the work under construction. pbam ofthiaprojwt imluding supenbbn during _ NM dl.m•b' Edges supports Edges Supports J • 2/m opening of 5.0 square feet. Maximum sill height[o be 44 eomtrstloiw cortnct admlrtslndon,Impeetiom or + swa ;Iasi.Rod H.J.sinexhar Interior Zone 12'o.c. 8' 12' 6' 12" inches above floor.Minimum net clear opening height of observing the quality and quantity of the work being IL� .3/11d s"_ :.y owa.sow 16'o C. s' 12' 8" 12" 24 inches, minimum net clear opening width to be 20 performed•' . /-rl.l• UJ e. 6" inches.(R310.1) � - MI.•day Perimeter Edge Zone 12" 0.c. 8" 12' ai.o.n<..sir to'o.c. 8' 6' 8" 8" � '''• WALL SHEATHING ATTACHMENT REQUIREMENTS ` Maximum nail spacing for 8d common nails 11'4'x 20 with 3-8d 1114'x 20 a 41411"" I• 120 (mph) gage r 1114'x 20 gage / galy. Strap with 3-8d 110 (mph) ( P ) galy. Strap with 3-Bit gals. Strap with 3-6d r Sheathing location spacing at panel at Intermediate at panel at Intermediate Common nails In each \]I Common neon In each + Edges supports Edges Supports Common nolle In each End 18' to center. ! 1 Figure 3.2h Stud notching end boring limits Interior Zone 12"o c. 6' 12' 6" 12" J/� End 16 on center. End ® 18'on center Or at each stud, Ldp i!I; L L L t" Or at each stud 16'o c 6" 12" 8' 12" Wrap over rafter and strap udder bottom of WEnicndwo0ocouxcE sill end nail. 4' Edge Zone 12" o.c It" 12' 6" 12" IZ nail each Bide. 18"O.C. 0' 12' 6" 6" VAW ft, 1. For roof and wall sheathing within 4 feet of the perimeter edge of the coop, including 4 feet on ealch side 51e y of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used P. . �. III111120 gage 11/4"x 20 a .I,. gels Strep with 4-Ori 950 ,. 5/8 y-sj • O oG Common rens in each galy. Shap with 3•Bd t':t End 18'on center. Common nails in each 'i rv... Ba�'f a 24Hc. ,rear. 4..rsT ,a-}•J G/t-l�G>L -{ End R 16'on center.tG.d•V 1"'AWT. - T Wrap over rafter and • N.e TIL T �j �2 7 C+ZU P.RE nail each side. Wrap over rafter and1 ' W ��ER- �� "all each ride.IJ of cm.f-rm•a- IleA.Ep,. AT 23!a'- Roof-to-Wall connectionP� JN Foundation-Sill Dlate stn-wall connection No din attached to toD olate Roof-to-Wall connection Ra er-to-Ridgg connection-(No collar ties) v � 9. AGl7ooJE NAIL" .a,I iee-ra f•r-'2n or.lt �I^4 s. ACT r5►.s'k STU'kWnN. ( 4.lyeloHl7R Also Applies to hip and valley rafters Bearing lsaJrtu-'rlo� SJ C7 FoA. '11a►aSmrFA '+f21.o1 I_,JQ rp6 Plate 3 2t•�Y 516 06'rA,i I. 1114" x 20 gage G- ---.� .':' A•�. I' 1k i" PA&& I"A O&VIv Jul 185 galy. Strap with 5 �-.-- -8d Common nails at 11/4'x 20 gage 11/4'x20 gage f'' • 16'on center wrap 9aly. Step with 3-Bd 9aly. Shap with 3 43d ,�_ under sill and nail Common nails in eac Common I "FIW ITH LL CODES Q End 0 18"on cent End ;M STAT & TOWN'CO .E3.,�,r-', AS REQUIRED A CONDI ION, QF, f a9 T°P Rf'a- Goo 1-I J c1 G J 5 1 2n�1 ?rt-IM sou OLD TOWN 28 SPI�e-I J� JfJ•n ?pAdg SO OLD TOWN P' N I G RD utile JR/ LjG(I-CyJ�f p 1 � - ` FC.ra-.�c�S , <'S m fa 4 ,A& couin ulcrt� .l n�a N. OLDTOWNTR "" ••t,. -• ors- -rtxa�e�n �14oaS1e-t: v$a�E 'f'ro,c- IUAIL �I PEftIHE'( !R. ��' Y. EC N`q•fY •t`p -' Double 2x IV-9a-Tca o.ra.a Id'rod k minimum W/Pyl, N f--' �U/WOt7'17Gli `7P,t?G.I IJ �A!-)6•l. required �yyFi ' for header rI"�" 4x27-idl-u� (,.Ir61fiIIJ VI 1U4'x200egs 1 for STU/: rtNSL •'1'J�'� V� YY n,. s lsi 3.6d in each OCCUPANCY OR Z'+" or beam �NiJa. 9" � 164-1�1-i T,A li p•1•J i9 Common Da hap ' rise u 2y 1 OvITA-t V IE4l�I GA V 2 riq End C 18'an center., r R" ' woow 5T) IsI 1-�s USE IS UNLAWFUL OD ZONE (-. Threaded Rod Tr ix,=Tizir-x rsa. 'i 1�f O G. E. �• d OMPLY WITH CHAPTER "4 • CNW Coupler Nut 4 -2srieHl'M W/ 12 WITHOUT CERTIFICATE FLOOD DAMAGE PREVENTI (2)Me"Ah,waiJTs I Max Minimum Ii �dh '�1 k ,� � �T OF OCCUPANCY SOUTHOLD TOWN CODE. edge distance Cqy J4Cx�/ wJ "" fbl.v�•Ic Foundation-Sill plate-to-wall connection Wall-to-Wall connection 1 reseo toWwb I At garage walls UNDERWRITERS CERTIFICATE Mini um end l- MGtA1, 94b#" w al ee xp� �Ifs�F1[[ NaJI g La y Ao,I,e APPROVED AS NOTED REQUIRED Q" f1ea.A-rep 1. l 1 ��I nadAL -r,�l.r, w� 072 pMVk1' ec "`.","' p,c t�I DATE: (o a 113 B.P.a lis -' CooJc2ET-E yr/r6oss e r k /wo SToat-4 h�GL' I i►. FEE: /��BY: 1� 14 > -20 .04E �i t-�tJ TTP- b�-r NOTIFY BUILDING DEPARTMENT AT �T'I�S ALN ^v v aA'��. -n� al U A I�� lid�2 NGt I-1 1.T I� �'(/� 765.11102 SAM TO 4PM FOR THE `lfl2�'Hp w/ 4-Seal i cam- pAp� �pqp acK �o12L1� "-TAIL r fro FOLLOWING INSPECTIONS: Ifp�iltj „1 eA. e rzrr.teX LP &t I �^L- ��• �� . 1. FOUNDATION . TWO REOINRED y n ? L~ UPLIFT CONNECTIONS ' FOR ROUGH -RRAMING RETE �p lam °` � 2. ROUGH •FRAMING i PU1h61NG � p L1IYL �1'l �S ^ Some details may not apply to this set of drawings s. INSULATION 4JW A- yly;,- Steel straps; ASTM oil Grade 33, except when 4. FINAL -COMPLODNSETE FOR MUST S� 2x4 Contlnuon. . BE COMPLETE FOR C.O. iatemi brace at a'aa. Tsar or Calling Joirt " ' "` In contact with concrete we G-166 Gaiv. Strap. �, ALL CONSTRUCTION SHALL MEET THE PLUMBIt`1G ` Gobi.End To _ - \ REQUIREMENTS °FTHECODESOFNEW ALL PLUM N V 9`n 7d Net$, Uplift connection details on SCH-1 Indicate uplift connections YORK STATE. NOT RESPONSIBLE FOR &WATEF N -,��i ce'L6012. AF.rY� C je I L I..I 'Q/ ""/ To trarlshf upI1R loads from tlw roof asNmbty to the foundation, DESIGN OR CONSTRUCTgN ERRORS. Ty(r, TESTING BE,- T IP ENDWALL - - Of S -P�� Install at all bearing location in accordance with the details or ss 10.ed Nallr QI PLUMBER Install according to the WFCM Manual. ALL CONSTRUCTION SHALL ,PLUMBER CER IFICA710N A A MEET THE REQUIREMENTS OFT t 4 ER' B1ocHtno The uplift connections for this structure was dal n ulldsr: ON LEAD CONT / H�FL-'R u 9 CODES OF NEW YORK STAT t7 I p < CERTIFICATE OF L;CW�€ nes Cools,Nails at 10"a.c. BLOCKING 11,011 °tb Expoetfire C Category 2•x4••111 kin to..eh i - _ In a 129-mph 3aeeond gust wind speed i` k SOLDER US&i IV h li rotor,Wllh 1-10d nollt III oo l� SECTION A-A CERTIFICATION OF ��i� 0e•um"atm Usingthe WFCM 1996 hl h wind Edition preocrlpdve dalgn. fit' " ° SUPPLY SYS7, �.•9 � �f; 20009•strsp UIL - - g NAILINREQUIIREDCTIONS > J EXCEED 2/10 '" . 1i° P• `.P- Sit Coo br all,of 7"D.C. -� o• 099a laeaanua ' Enu-11 etude 11DO NOT FOR EE IT r FRAMING UNTIL UR 1 OF FOUNDATION L CA ON Figure 3.8b Floor bracing endwali HAS BEEN APP OVED. Figure 3.ea Ceiling bracing gable endwall 10 I RV - _21,a1 hl ICj lipll .I M I IJ I r MECcheek Compliance Report Checked By/Date New York State Energy Conservation Construction COO I1 VFuT MECcheck Software Version 3.3 Release I Data filename:C:IWFNDOWS1DmktopNenagy\crimitoTom giilette Vicky.eck D � O(�T1vNAL- i S�yu7r ����-���'���� TITLE: Lm I,Northside Rd FA Z a l<1 COUNTY:Suffolk . STATE:New Ymk � HDD: 5750 1 v Ir CONSTRUCTION TYPE:Detached 1 or 2 Family �l HEATING TYPE:Non-Eledric IU �' II DATE OFr27/03 PLANS: 12-02EE I 2 COMPLIANCE: Passes y� Maximum UA =406 -- ' Your Hone=405 _ 0.2%Better Than Code Grosis Ares, auV•F Perim 8 Ve III Ugr -V—A - _- - ■ Ceiling I: Flat Ceiling or Selmer Tr 1200 30.0 oA 42 ups g g(no attic) 120 19.0 0.0 6 " Ceiling 2:Cathedral Ceiling II Well Wand Frame, 16"o.c. 2155 13.0 0.0 165 1. Window I: good Frame,Double Paso with Low-E 400 0.350 140 - - -- ----_— — --_ - - I Door L Solid 41 0.400 16 r.. . Floor 1:All-Wood Joist/Trus,Ova Unconditioned Space 1083 30.0 0.0 36 COMPLIANCE STATEMENT: The proposed building represented in this document is coosistah with tits \ l\ I building plana,specifications,and other calculations submitted with this permit application. The proposed systems iVV-7...YYY have been designed to meet the New York State Energy Conservation Construction Code requirmnents. When a Registered Design has stamped and signed this page•they ere attesting that to the hest of his/her { I knowledge, belief and professional judgment,such plans a specifications are in compliance with this Code. s'r1',� To I I I A"f I Util ` s —. z_o'� a -a --I g c71 E1� F-Tr» �LL19 t5J N ?F f ] IU �. l 0 1 1 -- 'r. 2 1 3 9 ISM >< 9 � z V\ [4Ar,1 ro � t �rtU --1 `O h'I�r-H to Bt G d 21VG � \% X9 ,01 I 13 _.� op Jd1TfSI4' �p I t 2.� li Cr t_ t. ^ If —j4 _1 311'xlhe� ° X131 . J Q � � ti I -N x -rYP 6OL/Fr q (S N I t a V4 " x III / rTcrr � SLAY>> 7- q, rTe 72e), 7brr a/ 40 3� gg��,l N � � Z � gs MmEiizll' ,,, tJ m //7T v I"i:v1—I,�JC� I21r011lPif1,/ A ��yl II ' N _ IiJS JL 4IF FG`rJTIiJ L7 , U K ~ w w �u W W I fTYPICAL FOUNDATION ' �� \\ i i / Co x cc Pe ,>r F CONSTRUCTION �9 Z b ( %'>� 6,1A1 J, prXT pI Goff- i U 8" poured concrete wall on l f� (n Z o1 �1 16" x 8"Concrete wall rU� �� W 111 o footing continuous, Exterior 2 — to DarnprooSng, 2- 2 x 6 treated -- .Z�7 x�- — 0 a cc sill plates, Sill seal&Termite �f a Shield. At a8 structural roofI` 'I CL))2 c� G _ and/or floor Ived bearing walls provide the f Anchor Bolt®4'-0 o❑ center and hold 12"off ! corners max, WITH Simpson HD2A hold down-See detail on page sch-1 ��(� — Irl C r r M1 /-•../ d I .'',}i I- o OFI i `i�l's IJ TYPICAL ROOF Class A, Asphalt Roof Shingles W/six fasteners per shingle 15 Ib undedayment felt Framing per plan with W Extedor Grade Plywood 7 x la 12 ue�K Sheathing-see(fastener schedule) Rafter uplift connections at all Bearing locations, ' TYPICAL SOFFIT S"Overhangs Z 6"Wood Fascia 6 6"wood rake 12 I boards, cover In alum(opt) r— Vented Vinyl Soffit 2 X'I c'_ 98'loc TYPICAL EXTERIOR WALL 2 x 4 Wood Studs Q 16" on TT I G center, Double Top Plate, Single sole plate, %" Exterior grade Plywood Sheathing-see(fastener schedule) r - Tyvec House Wrap or equal v rl llq ,' ! ! 1 Vinyl or wood siding — �� Well-to-wall uplift connection at all bearing walls. ' TYPICAL FLOOR - W plywood sub floor, glue and nail b31.1>IZI� Nf�L L 91331=1"I asprjoister per planschle Floor joists per plan fr �11 Bridging per cods4l spans S /y 1� - TYPICAL FOUNDATION CONST. � �yu✓! �� '`� 17�-1� DET 6' poured concrete wall on 16"x 6" ° �cH-1 TYR ��oo'z Concrete wall footing continuous ~y 22n to 2' )(Iv 2-2 x 6 treat plabas, S91 seat' v p L I FT T S / ---------- --------.-- yto '"\ Termite Shield, 5/6"Anchor Bolt @ VE,JiE VIN,11_�� YL fi 7C,.o 4'-0"on center and hold 12'off PfIT 546:;, r comers max,With Simpson hold fes• J down at each anchor bolt-See J SJ LV L 5V4'ItwsT -� pa2eN r�IlJl121-(�lc7 �ITc.N =ti� deteuonpageacnl = I INSULATION SCHEDULE ' b-' To comply with min. IECC Code GL'r/ R- 'A Ceilings-Flat TY, R-19 Celling"lopeo ` 1 R-13 2x4 walls 'x• �. FL/�olt R-19 2x6 walls KSI R2 ELC-V \ 54k0 I R-11 Floors over uncond.space 61 Ar A,trv-_ R I't, 0''1 LV,I Q '' c A ,I.Yr V I f " 'L'".'; Fl .A l- R- I q Floors over outside air !! U-35 Maximum for all glass 9 z opE TYpI�-W. _ ( p,U,1 V U-40 Maximum for all exterior i IZI b GI I IJ C I U c. q�!G Doors& Basement doors INTERIOR WALL FINISH I I II %"Gypsum Wall Board on all_Ap 91) callings And'Welle unless noted Moisture resistance h Gypsum "/ f'L CV 'Zc�nU( -,/ Board in Bathrooms as required. , '' rIO - ✓�Ir-r^� `Rotor to tab", schedules and ' )/tab",details on sch•1 q 0 �I'OI -ql'P-1 i21" — �1 m(q� e� 0461 rcT col Ya JG C;--ri 0(,J THl pC)\JS[ e— — dJo�2 Z VE1- _ o hy�,IwL I�L'v5V{ s 0 I,c}I'�Il I� 10'1 0 :,,JIS N QI I it �t r n ` fi"P �I dj- 10 \0 141 ` O u ti O .J aL _ I"I.AG� _ t`� N `0 - _v \'� I Z. O2. iF55 E.v.Mt.y 10 EYT - _ - w/ GLoc OQti. 1) b-- 0 lA u _11N 3I�r 311V,r� onlL� �.,� O t l _ _9 >< N _I/\ry)l�/L'lJl� d . VJ,� SdLnst N _ �t Amu —?Imo{" F'i,nf! !01+ '� �` d� M — - I e. 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