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HomeMy WebLinkAbout41062-Z ��4�SUFFOIIn, Town of Southold 12/1/2017 3, P.O.Box 1179 C3 53095 Main Rd �4A o`"� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39372 Date: 12/1/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1010 Dean Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-541 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/16/2016 pursuant to which Building Permit No. 41062 dated 10/6/2016 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 INCLUDING COVERED PORCH, DECKS, SECOND FLOOR BALCONY, AND UNFINISHED ATTIC PER ZBA DECISION#6944, DATED 05-19-2016, AS APPLIED FOR The certificate is issued to Taylor Robert S Irrev Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0015 11-20-2017 ELECTRICAL CERTIFICATE NO. 17-45968 09-06-2017 PLUMBERS CERTIFICATION DATED 08-10-2017 MjKtituck Plumbing 000 d Signature o�SUFFot,r�vTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 41062 Date: 10/6/2016 Permission is hereby granted to: Taylor Robert S Irrev Trust C/O Rober Shaw Taylor 1045 Dean Dr Cutchogue, NY 11935 To: demolish existing dwelling and construct a new single-family dwelling as applied for with flood permit per SCHD, ZBA, DEC and Trustee approvals. At premises located at: 1010 Dean Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-5-11 Pursuant to application dated 9/16/2016 and approved by the Building Inspector. To expire on 4/7/2018. Fees: DEMOLITION $528.10 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,180.00 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $1,858.10 uildi spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 10 \_0 �� �j,(1��� CMAC\Nlzx House No. Street Haml6 Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Certificate of Compliance ...................................................................................................I.................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...................... ...........................................................................................................I................................................ CERTIFIES THAT Upon the application of Upon premises owned by North Fork Woodworks Robert Taylor PO Box 1407 1010 Dean Drive Southold, NY 11971 Cutchogue, NY 11935 Located at: 1010 Dean Drive, Cutchogue, NY 11935 Application Number* 17-45968 Certificate#: 17-45968 Electrical License#: Section: Block: Lot: Building Permit#: 41062 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 2 Story House, Air Conditioning and Service Equipment 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/or standard 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 6th day of Segtember 2017 Name QTY Flourescent Fixture � 15 Amp, 120V 2 AC Condenser- 30 Amp, 220V 2 Service Disconnect- 150 Amp, 240V 2 ARC-Fault-20 Amp, 120V 4 Duplex Receptacle �15 Amp, 120V 48 Incand. Fixture - 15 Amp,.120V 27 Dryer Circuit-30 Amp, 220V 1 Dishwasher Circuit-20 Amp, 120V 1 Electrical Inspector: Anthony Giordano R,NN�11111 VaCAL DD 24a(APPROVED-1. :0z SEP 1 2 2017 . ...... ........ BUELDING Dh7r. TOWN OF SOUTHOLD This certificate is not valid unless raised seal is present. Certificate of Compliance _....................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by North Fork Woodworks Robert Taylor PO Box 1407 1010 Dean Drive Southold, NY 11971 Cutchogue, NY 11935 Located at: 1010 Dean Drive, Cutchogue, NY 11935 Application Number t 17-45968 Certificate#: 17-45968 Electrical License M Section: Block: Lot: Building Permit#: 41062 Name QTY AC Blower- 15 Amp, 220V 2 ARC-Fault- 15 Amp, 120V 14 Dimmer- 15 Amp 120V 4 Electric Water Heater Circuit- 30 Amp, 120V 1 Exhaust Fan - 15 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 3 GFI Receptacle - 15 Amp, 120 V 6 Heat Pump System -30 Amp, 220V 1 Meter- 300 Amp, 240V 1 Paddle Fan - 15 Amp, 120V 2 Switch - 15 Amp, 120V 38 Electrical Inspector: Anthony Giordano Rt _�APPROVEDo= IM [EQE0Vaqfi))ate is not valid unless raised seal is present. SEP 1 2 2017 BUILDIM DrPT. TOWN OF SOUTHOLD Certificate of Compliance . .... ........................................... .. ............................. ......................................... ............................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARI( AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .. . ............................................................................ ................................... ................................... ............. CERTIFIES THAT Upon the application of Upon premises owned by North Fork Woodworks Robert Taylor PO Box 1407 1010 Dean Drive Southold, NY 11971 Cutchogue, NY 11935 Located at: 1010 Dean Drive, Cutchogue, NY 11935 Application Number#: 17-45968 Certificate#: 17-45968 Electrical License#: Section: Block: Lot: Building Permit M 41062 Name QTY UG Service Feeder- 300 Amp, 240V 1 Electrical Inspector: Anthony Giordano PROVED,o This certificate is not valid unless raised seal is present. ® SEP 1 2 2017 Do TOWN O]F SOUTHC)L]D Telephone(631)765-1802 'Pax l68I I Mr 4.".. P.O.Boz 1179 Southold,NY 11971-0959 nD [EQR0%1[R BUILDING DEPA,RTT MT, D TOWN OF SOU'THOLD AUG 15 2017 BUMDING Dom. TOWN OF SOUTUOLD CERTIFICATION Date: Building Permit No. , Owner: p Plumber: (Please prin , I certify that the solder used,in the water supply system contains less than 2/10 of 1% lead, (Plumbers S' ature) Sworn to before me this ll� day of � 20�� CHELSEA L. ,CHALONE , Notary Public,-Sfate of New York kegistratiod#01CH6287106 Qualified In Suffolk County Commission Expires Aug. 5,20 Z� Notary Public,Sj%\'i ... Courity_', _ O 6—Yo" E SO 0 UTyolo COUN�'10c� TOWN OF SOUTHOLD BUILDING DEIST. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G A S l faV4o v DAW4 K ' Pr lA I d v v✓ -1u✓ �av�d'�1o�✓ d��iow &&A 4, 6 z, Ll DATE INSPECTOR IO by OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ RAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) REMARKS: �Yiq'�✓li �rlb-wV/ DATE j V 30 INSPECTOR r v v OF SO�Tyo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] p6UNDATION 2ND [ ] INSULATION [ RAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: TV6,k Avm 611v- 0P' ..7✓ OKA-, vk/ t' vr2i o DATE l3 INSPECTOR J 50UlhOlo cou p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE INSPECTO�RO� ' c O YJ pf SO(/ryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: ex—ye lam` v—,i% f7A</,��IAOVJ ovAo cgg-wiium DATE INSPECTOR ��OF SOUrhO �y�OUNi'l,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS I P 0,44. t r rJ WVWAJA' w is, cowlol DATE INSPECTOR J.P. HUNTER ENTERPRISES, INC. �TER INSULATION ■ MMT—ER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631);283-4120 fax (631) 283-4163 August 16, 2017 D 12CIEUVE D AUG 1 8 2017 RE: Taylor Residence 1010 Dean Dr. Cutchogue BPUN0 D_ '. TOWN OF SOOLD To Whom It May Concern, The above referenced house was insulated as follows: Insulated roof with 8" closed cell foam (R-30). Insulated exterior walls with 2" closed cell foam with R-13 fiberglass (R-25). Insulated crawl space walls with 4"' closed cell foam (R-28). Insulated ALL interior ceilings with 5" mineral fiber sound batts. Sound deadened all interior walls with 3" mineral)fiber sound batts. Insulated crawl space with 5" mineral fiber sounds batts. Low expansion foam at windows and doors. Fire caulked all penetrations as per code. If you require any additional information please call me. Sincerely, ; ----------------- Kenneth Brauner FOUNDATION(IST) ------------------------------ O A ' FRAMINGROUGH PLUMBING INSULATION PER N.Y. ENERGYSTATE • 1 ADDITIONAL C , v �� wev fir -w1 - .� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 fSurvey www.northfork.net/Southold/ PERMIT NO._�[l l!1 Check Septic Form N.Y.S.D.E.C. Trustees Examined Contact: Approved ,"zWb Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c P.O.Box 2003;Brideehampton,NY 11932 Phone: (631)537—5160 Expiration ® n (Building Inspector) Ld SEP 2015 APPLICATION FOR BUILDING PERMIT -oUMDING DEM INSTRUCTIONS Date September 11,2015 TOWN OF SOMOLD 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 waterway. 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. �--t (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder AGENT Name of owner of premises Robert S.Taylor (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No.45819-H Other Trade's License No. 1. Location of land on which proposed work will be done 1010 Dean Drive Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 116 Block 05 Lot 11 Subdivision N/A Filed Map No. N/A Lot N/A (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence b. Intended use and occupancy Residence 3.Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $ 650,000± Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor N/A If garage,number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures, if any: Front 21' Rear 15' Depth 43' Height 14' Number of Stories lA Dimensions of same structure with alterations or additions: Front N/A Rear ,0" P`.bsp f = Depth N/A Height N/A Number of Stor s , r, "'3 I� ""s 8.Dimensions of entire new construction: Front 15') Rear 18' Depth ' Height < 35.0' Number of Stories 2lti; P 4 �; 9. Size of lot: Front 40' Rear 45.59' Depth 347.54.,-__ -_ m,k ktiA'4 N Ci:F'ar Tr 10. Date of Purchase N/A Name of Former Owner N/A no 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13.Will lot be re-graded YES X NO Will excess fill be removed from premises: YES NO X 114 Robbins Run East 14.Name of Owner of premises Robert S.Taylor Address Logan Township,NJ 08085 Phone No. (631)537-5160 Name of Architect Suter and Suter Address 124 Jessups Ave,Quogue,NY 11959 Phone No.653-3877 Name of Contractor North Fork Woodworks Address P o Box 1407,Southold,NY 11971 Phone No. 631-324-1440 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent-Suffolk Environmental Consulting,Inc. (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 this 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 /G141, day of -e-�201� Notary Public Signature of Applicant Matthew D (vans Notary Public of New York No 01 IV6053859 Qualified in Suffolk County Commission Expires January 22, 2017 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631)765-1802 Planning Board approval FAX: (631) 765- 9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined Contact: Approved Mail to:SUFFOLKENVIRONMENTAL Disapproved a/c P.O.Box 2003;Bridcehampton,NY 11932 Phone: (631)537—5160 Expiration �9t3C� L AL (Builds toDI SAP iI APPLICATION FOR BUILDING PERMIT SEP 1 2015 J, Date September 11,2015 INSTRUCTIONS a. is application - e 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 waterway. 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) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridiehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Robert S.Taylor (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 1010 Dean Drive Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 116 Block 05 Lot 11 Subdivision N/A Filed Map No. N/A Lot N/A (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence b. Intended use and occupancy Residence 3.Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition X Other Work (Description) 4.Estimated Cost $650,000± Fee (To be paid on filing this application) 5.If dwelling, number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures,if any: Front 21' Rear 15' Depth 43' Height 14' Number of Stories 1A Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth n GVW,k ,E fit r1 Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 15') Rear 18' Depth 62' Height < 35.0' Number of Stories 2 9. Size of lot: Front 40' Rear 45.59' Depth 347.54' 10. Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13. Will lot be re-graded YES X NO Will excess fill be removed from premises: YES NO X 114 Robbins Run East 14. Name of Owner of premises Robert S.Taylor Address Logan Township,N7 08085 Phone No. (631)537-5160 Name of Architect Suter and Suter Address 124 Jessups Ave,Quogue,NY 11959 Phone No.653-3877 Name of Contractor N/A Address N/A Phone No. N/A 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO *IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent- Suffolk Environmental Consulting,Inc. (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 this 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 da f �� �- 201E— Notary Public �� Signature of Applicant Matthpw D. (vans Notary Public of Ne%v York No. Ol 16053859 Qualified in Suffolk County Commission Expues January 22,2017 r. TERMS AND CONDITI®NS The Permittee Robert&Florence Taylor,residing at 1010 Dean Drive Cutchogue,New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J. Domino,President *Qg S®UTyO Town Hall Annex John M. Bredemeyer I1I,Vice-President ,`® l® 54375 Route 25 P.O. Box 1179 Charles J. Sanders Southold, New York 11971 Glenn Goldsmith ® Telephone(631) 765-1892 A. Nicholas Krupski ti' Fax(631) 765-6641 100 WN, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1384C Date: August 28, 2017 TRIS CERTIFIES that the demolition of the existing cottage with attached deck; construct a 1 178sq ft footprint two-story dwelling with an 8'x18' attached deck and a variable 12'x30' attached porch- abandon existing sanitary system and install a new compliant sanitary system with surrounding 208 linear foot low-profile retaining wall- connect to public water; and install gutters to leaders to drywells in accordance to Chapter 236 of the Town Code-Storm Water Management; At 1010 Dean Drive, Cutchogue Suffolk County Tax Map 91000-116-5-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 6,2016 pursuant to which Trustees Wetland Permit#8853 Dated July 20, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing cottage with attached deck; construct a 1 178sq ft footprint two-story dwelling with an 8'x18' attached deck and a variable 12'00' attached porch,• abandon existingsanitary system and install a new compliant sanitary system with surrounding 208 linear foot low-profile retaining wall; connect to public water, and install gutters to leaders to drywells in accordance to Chapter 236 of the Town Code-Storm Water Mana ems. The certificate is issued to ROBERT&FLORENCE TAYLOR owners of the aforesaid property. - -)%L' J Z4W-- 0 Authorized Signature D [EC[ED'V[E DD AUG 2 8 2017 BUMDWG DEPT. TOWN OF SOUTHOLD —_I • w Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04433 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ROBERT S TAYLOR TAYLOR PROPERTY 114 ROBINS RUNE 1010 DEAN DR LOGAN TOWNSHIP,NJ 08085-1343 CUTCHOGUE, NY 11935 (856) 693-3844 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COU ITY Facility Principal Reference Point: NYTM-E: 710.43 NYTM-N: 4540.612 Latitude: 40°59'22.4" Longitude: 72°29'54.3" Project Location: 1010 Dean Drive, Cutchogue, SCTM 4 1000-116-5-11 Authorized Activity: Demolish the existing single family dwelling and decks and abandon or remove the existing septic system. Construct a new two story single family dwelling, deck, patio, drywells, septic system, retaining wall, and place 70 cubic yards of clean fill from an upland source for the septic system. All approved structures must be located a minimum of 100 feet landward of the tidal wetland boundaries. All work shall be in strict conformance with the survey prepared by Peconic Surveyors, P.C. last revised on Jan. 15, 2016, and stamped "NYSDEC APPROVED" on 2/1/16. SAP-1-09-014 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04433/00001 New Permit Effective Date: 2/1/2016 Expiration Date: 1/31/2021 Page 1 of 6 7 ­7- NEW _ ._..____NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04433 NYSDEC Approval By acceptance of this permit, the permittee agrees that the,permit is contingent upon strict compliance with the ECL., all applicable regulations, and all conditions included as part of this permit, Permit Administrator: JOHN A WIELAND, Deputy RegionreAd, imstrato Address: NYS - C Re i� 1 Headquarters S a St�ny,Brook150 Circle Rd Stn 1B oolt, l-�Y 1179 '409 Authorized Signature: ` Date C j / Distribution List SUFFOLK ENVIROtiTMENTAL CONSULTING Ii\TC Habitat - TW Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By 'Phis Permit This permit authorizes only those regulated activities/ structures identified under the section "Authorized Activity". NYSDEC does not issue after- the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Peconic Surveyors; P.C. last revised on Jan. 15, 2016, and stamped "NYSDEC APPROVED" on 2/1/16. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04433 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are frilly aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the forth must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. All Structures Must Be At Least 100 Feet Landward Of The Wetland Boundary This permit authorizes the construction of a new single family dwelling with accessory structures and septic system located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 100 feet from the wetland boundary, are not authorized. 7. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within the area labeled as 'BEACH GRASS" on the approved survey. 8. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed a minimum of 100 linear feet from the tidal wetland boundary, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 20 feet seaward of the approved structure is prohibited. 10. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 11. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 12. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 13. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). Page 3 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04433 Is. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales /silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 17. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. i8. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 19. Seeding Disturbed Areas All areas of soil disturbance resulting frorn the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 J NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04433 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or detennination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification; suspension or revocation include: a. materially false or inaccurate statements in the penult application or supporting papers, Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID'1-4738-04433 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the pernut application, d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the pei7nitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute; regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2015 TO: Bruce Anderson(Taylor) Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton,NY 11932-2003 Please take notice that your application dated September 15, 2015: For permit to demolish existing dwelling and deck and construct new dwelling with deck addition at: Location of property: 1010 Dean Drive, Cutcho ug e,NY County Tax Map No. 1000 - Section 116 Block 5 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed dwelling with deck addition, on this non-conforming 13,662 sq. ft. lot (9,316 sq. ft. buildable) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, lots measuring less than 20,000 square feet in total size, require a minimum side yard setback of 10 feet and a combined side yard total of 25 feet. The posed construction has a setback of 4 feet with a total combined side yard setback of 8 feet. Authorized Signat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2015 RENEWAL: February 11, 2016 AMENDED: February 11, 2016 TO: Bruce Anderson (Taylor) Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton,NY 11932-2003 Please take notice that your application dated September 15, 2015: For permit to demolish existing dwelling and deck and construct new dwelling with deck addition at: Location of property: 1010 Dean Drive, Cutchogue,NY County Tax Map No. 1000 - Section 116 Block 5 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed dwelling with deck addition, on this non-conforming 13,662 sq. ft. lot (9,316 sq. ft. buildable) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, lots measuring less than 20,000 square feet in total size, require a minimum side yard setback of 10 feet and a combined side yard total of 25 feet. The proposed construction has a setback of 4.3 feet with a total combined side yard setback of 8.6 feet. Amended as per revised survey last dated January 15, 2016. Authorized S ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r - BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �Of So Southold 53095 Main Road•P.O.Box 1179 ®� ®� ti ® Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ® a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �`�COUNTV, Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS �� �09� TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 NUIILDING DEPT. `SOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 19,2016 ZBA FILE: 6944 NAME OF APPLICANT: Robert and Florence Taylor PROPERTY LOCATION: 1010 Dean Drive(adj.to Peconic Bay), Cutchogue,NY. SCTM#1000-116-5-11 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 14, 2016, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 6, 2016. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The applicant's property is a non-conforming 13,662 sq. ft. waterfront parcel in the R-40 zone, with a 9,316 sq. ft. buildable area. The northerly lot line measures 40.00 feet along Dean Drive. The easterly lot line measures 347.54 feet along an adjacent residential parcel, and the southerly lot line measures 45.59 feet along Peconic Bay. The,westerly lot line measures 341.91 feet along another residential parcel. The property is improved with a one story single-family dwelling and an accessory garage, as shown, on the survey drawn by John Metzger, Licensed Surveyor, dated May 26, 2015, latest revision dated Jan. 15, 2016, showing the proposed new building construction and new septic system. BASIS OF APPLICATION:_Request for Variances from Article XXIII Section 280-124 and the Building Inspector's February 11, 2016 Notice of Disapproval based on an application for building permit to demolish existing dwelling with deck and construct new single family dwelling with deck additions, at; 1) less than the code required minimum side yard setback of 10 feet,2) less than the code required combined side yard of 25 feet. RELIEF REQUESTED: The applicant requests two variances in order to demolish and reconstruct a one story, single family dwelling with single side yard setback of 4.3 feet where 10 feet is required by Code, and a combined side yard setback of 8.6 feet where 25 feet is required. ADDITIONAL INFORMATION: The applicant's file includes a copy of a Pre-existing CO #26873, dated Jan. 06, 2000, issued for the existing single family dwelling, with deck, and a one car accessory garage, built prior to April Page 2-May 19,2016 ZBA File 96944—Taylor SCTM# 1000-116-5-11 9, 1957. The file also contains a copy of NYSDEC Tidal Wetlands Permit #1-4738-04433/00001, dated Feb. 1, 2016. Several neighbors submitted letters in support of the applicant's proposed construction. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 5, 2016, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The long-established neighborhood contains numerous non- conforming, similar sized parcels with dwellings that have non-conforming side yard setbacks. The applicant will increase by 3-4 feet the existing setback from Peconic Bay, and increase both side yard setbacks by approximately 1 foot. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The narrow, 40 feet width of the property makes construction of an average sized dwelling not possible without the grant of the variances. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 57% relief from the code for the single side yard setback, and 66% relief for the combined side yard setback. However, the neighborhood consists of several other parcels with variances granted for non-conforming side yards. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The applicant will construct a new county certified on-site septic system. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created, because the property has been owned by this family since before zoning, the dwelling has pre-existing status, and the lot is only 40 feet wide. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling with non-conforming side yard setbacks, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Goehringer, and duly carried,to GRANT the variances as applied for, and shown on the drawn by John Metzger,Licensed Surveyor, dated May 26, 2015, latest revision dated Jan. 15, 2016, showing the proposed new building construction and new septic system. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. f Page 3-May 19,2016 ZBA File#6944—Taylor SCTM# 1000-116-5-11 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board.- Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted (5-0). ,a-/",-9�'�'- , Leslie Kanes Weisman, Chairperson Approved for filing _j 7,�o /2016 , r 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 s1u): I. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 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 no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _THIS APPLICATION ARE,TO THE BEST{OF MY KNO-VVLEDGE,TRUE AND ACCURATE. (APPLICANTS Sfb*ATURE)� DATE SECTION Z PROPOSED DE LOPMENT(Tb be comnieted by APPLI1C,& TELEPHOPRE NAM i4.1.:t� ADDR��. x Zo�3 C GSI) ' S�olAPPLI�T � iv'�v1rKu�t t:��tK ,lKt. $Rtc��t•tt4+NtM'tvr+�/w-i Il�i�''L S31-rt o No/lr7y ¢�fm 900004totLK� F.S. a®r 1vn� 6�1� BUILDER �j0u}hotdL�/sY tla'1l 3�'+—/Y''f® ENGINEER 1-50PH-n"err t,pE p 7 a. 3e X 606 C gOu'l1-tom�N`� l♦'l'2 l 6r-- 21 rY OJECT LOSATION: • To avoid delay in processing the application, please provide enough iuformation to easily identify the project location. Provide the street 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. 6 V�iG Ho4-vL• 10 1 o l FDP(93) i p APPLICATION PAGE 2 OF 4 —~- DESCRIPTION OF WORK (Check all applicable boxes): A- STRUCTURAL DEVELOPMENT ACTIVITI' STRUC.'TURF TYPE 2!/New Structure {Residential (1.4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. [Fillx ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteradon (Including Dredging and Charwel Modifications) ❑ Drainage Improvements (Including Culvert Work) �ee�,ti� s7slte­ ❑ Road. Street or rirtdge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Ser System ❑ Other (Please Spea7y)- After completing SECTION 2, APPLICAI�W should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION aq be completed by LOCAL ADMINISTRATOR) B The proposed development is located on FIRM Panel No.,• Dated The Proposed Development: ❑Is lM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)' ❑ Is located is a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE • • APPLICATION W PAGE 3 OF a SECTION a. ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR} The applicant must submit the documents checked below before the appllca6on can be processed. 0 A site plan showing the location of all ensting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the ftrst floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5'aeres,whichever is the lesser, the applicant trust provide 100-year flood elevations if they are not otherwise available). ❑ Mazs showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL}. D Fioodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floWpioofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory 13oodway 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-5: PERMIT D RMINATI N e )m etc L AL D INI RAT R I have determined that the proposed activity:A.O Is B.O Is not • in conformance with provisions of Local Law ty . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED . DATE If BOX A is che�Led, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of dericiencies. Applicant may revise and resubmit an appfication to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION a _ PAGE a OF a APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditioas SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliancc 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 I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor; including basement in Coastal High Hazard eas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of iloodproofnng protection is FI'. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .�i SECTION 7- COMPLLA.NCE ACTIQN (To be completed by LOCAL ADMINISTRAT0R1 The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communiWs local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINIU—RATO� Certi[icate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area r - • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O" ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) 1 Scott A. Russell ,��°SU�'�� ]F01RJ\\ WA,..]F]E1RZ SUPERVISOR MA\NAG]EA\11]EIS`]F SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 2 0 2096 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL TH kT APPLY) �® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E@❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® 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. E3❑ 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 O\t nei,Design Profeastonal.Agent,Conhactoi,Other; S.C.T.M. #: 1000 Date: District S If q/1 6 e vr•�• Section Block Lot ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information r.31"53 7^S1 6 o Reviewed By: Date: Propertv Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for piocessi ng BUilding Permit. /oio �).c.•, Dr.Ye El Stormwater Management Control Plan Not Required. Cu��No�ut �j Stormwatei Management Control Plan t5 Required. (Foi-"ard to Engineei ung Department for Re\iexk.) FORM # SMU-TOS MAY 2014 APPLICANT S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —ter—rP 16 W- „ Stormwater Management Control Plan CHECK LIST NAME. ^6""—Q.6%JAV34k, Section Blocs. Lot (yo'z S M C P -Plan Requirements• Provide ONE copy of the Building Permit Application>"xPnDate: * The applicant must provide a Complete Explanation and/or Reason for not providing Gall Information that has been Required by the follrnxrng Checklist) tiignwuic i�a,re Nuiokr 1 i 1. A Site Plan dram n to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Pro=Pditional ation Herel show all of the following items: YE' NO NA If you need additional room for explanations,Pleas P r. a. Location& Description of Property Boundaries �� EROSION& b. Total Site Acreage. HSEDL5 c. Existing- Natural & Man Made Features within 500 L.F. not Be limited to: N of the Site Boundary as required by§zis i7ccnzr. idMrained Construction E ® r— d. 'rest Hole Data Indicating Soil Characteristics&Depth to Giound eater 00VV lit!SaCked 5ilt Fen cin Station A N e. Limits of Clearing & Area of Proposed Land Disturbance. Seeding of exposed andlnr innrtij,, f. Existing& Proposed Contours of the Site (Minlinuni 2•Intervals) O� -ailscn g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 Location of proposed Soil Stockpile Area(s). 0� k Location of proposed Construction Entrance/Staging AreaC�,)• 0 o•Y, w = SQ Nim u��- tip- •4.a - 141rCv'HL\.!�\e.l 1. Location of proposed concrete washout area(s) S wsix wWvvt ` r. M. Location of all proposed erosion&Sediment control measures. ✓ 00 2. Stormwater Management Contiol Plan must include Calculations shorn mg that the stor•mwatei improvements are sired to capture,store,and infilti ate on-site the run-off from all unper7 ions surfaces generated by a two(21 inch DRAINAGE INSPECTIONS i ainfalI/storm event. Contact TOS Engineering 3. Details&Sectional Drawings for storma,atei practice.,aie required for appioval Backfill OR Provide Items requiring details shall include but not be limited to: that th a 1On a. Erosion&Sediment Controls. 0� o de, b. Construction Entrance&Site Access. 0O c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc. 0 d. Leaching Structures (e. .infiltration bastns,swales,etc.) I IF-1 "** FOR ENGINEE DEPA M USE ONLY**** Additional Information is Required. Reviewed & i Stormwater Management Control Plan is Not Complete. i Approved By: — — — — — — — — — — — — — — — — — — — — — — — — I Stormwater Management Control Plan is Complete. q Date: N 27 f� 1 SMCP has been approved by the Engineering Department. FORM ar SWCP Check List -TOS MAY 2014 D L PRECAST CONCRETE CHIMNEY Ln 18"TRAFFIC BEARING DRAINAGE PIPE.TYPICAL 2'•0"Mln. RAINAGE INSPECTIONS ARE REQUIRED LL ontact TOS Engineering at 765-1560 before (® Backfill,OR Provide Engineer's Certification L • that the drainage has been installed to Code Ln e � Ln eac ing Fool Scale: NTS AGE Q � E L trea for sanitary as staging id retaining wall to be • EROSION&SEDIMENT CONTROLS OF Shall include but not be limited to: �.`�� 8��� ®� A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization& � tit Seeding of exposed and/or inactive soils. 0526�� ~ APPROVAL OF STORMWATER MANAGEMENT s9� CONTRO P »T n Code 2 6 Date: 2 Approved b 0f SO(�py® Town Hall Annex 8 Telephone(631)765-1802 54375 Main Roady� ax(631)7 5 P.O.Box 1179 A aO roger.nehert _own.sou o .ny.us Southold,Ir3Y 11971-0959 Zp l BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION F ESTED BY: 1lt Date:any Name: -- License No.: 3 Y� t s� V' Address: 3-2-o Ke-p v -i S f O S6✓l tto o /U' Phone Flo.; ILI - JOSSITE INFORMATION: (*Indicates required information) Name: :J } YCc�2 ec-S I/-)C-A c Cr_ `Address: 10IO pC,qAJ Ok �vTCFIy tn� *Cross Street: ti CL J Sy r-t-o c c *Phone No.: 74 j 9 y2W Permit No.: 'A 1 C)V- Tax Map District: 1000 Section: i�0 Block: Lot: • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1185 �,2660 s Q F (, #o u S i- 3 6 o AAAI P �'A`Y WCC ('lease Circle All That Apply) *Is job ready for inspection: E / NO - Rough Final , *Do you need a Temp Certificate: YE / NO Temp lnfomvatlon (if needed) Service Size: 1 Phase 3Phase 100 150 200 "3003500 Other *New Service: Re-connect Underground Number of Meters Overhead Additional Information: PAYMENT DUE WITH APPLICATION APy 82-Re que f for Ins edon Form , Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President September 11, 2015 Mr. Damon Rallis Building Department Town Hall P.O. Box 1179 Southold, NY 11971 Re: TAYLOR Property Demolish existing dwelling and construct new dwelling Situate: 1010 Dean Drive• Cutchogue-New York SCTM#: 1000 - 116- 5 - 011 Dear Mr. Rallis, We represent Robert Taylor,the owner of the property referenced above. Mr.Taylor proposes to demolish an existing 1427 ft.2 house and deck and construct a 1523 ft.2 house and decks on a parcel of land containing 13,662 ft.2 of which 9316 ft.2 are considered "buildable land" as per Southold Towri Code.The dwelling to be constructed would feature an individual side yard setback of 4 feet(minimum)with a total side yard setback of 8 feet(minimum). Enclosed herewith for your review please find: 1. Application for Building Permit; 2. Survey prepared by Peconic Surveyors,PC last dated August 26, 2015; and 3. Check made payable to the Town of Southold in the amount of$50.00 in satisfaction of the application fee. Kindly review the enclosed materials and render a Notice of Disapproval specifying all forms of zoning relief needed in order to eventually secure a building permit. Thank you in advance for your anticipated cooperation. Yours truly, Bruce A.Anderson Cc. R Taylor .r - r r TOWN OF SOU THD OROPER'TY RECORD CARD m m OWNER STREET VILLAGE !DISTRICT SUB. �QT froom 5 cry o 1. { ,. �- -Yr -vvc - I rc� � �' .r.✓� ����, �'� fc �� ve. /-2 FORMER Q fR _ N E ACREAGE , {rte u /0 , ?/ 1 P ! )UY S W TYPE OF BUILDIN RES. 1�� SEAS. VL. FARM COMM. . IN©. CB, 11rtiISC, cn LAND IMP. TOTAL DATE REMARKS 0 yy�o W ,�6 0 a o _ t} orf �/ Crrs r. .• `�, AA d 600 0 C2/ y� as db- is- A a ter GS L r Ag&/ . .305= r yus < NOR AGE 7 '7,0-0 BUILDING CPNDIT1O, 09- 300 NEW 2-1-7 D NORMAL / BEL e BOVE Farm Acre I Value Per Acre Value z 8O LO Ti3lable Lo ---- `'4 Tillable 2 Lo LO m Tillable 3 LO Wc-odland LO Swampland Brusbland m --- m House Plot rti , Tota1 v a / s• Q._e .- a- .i ■■■■■� lel■■■ ■■ - ■■■r ■■■■� ■■■■■■■■■ ■s�■li!■■■■l1■■■■■■■■■■ ■■■■�E -�' iii"+.ir'�': •.. ry'afiT C;, {,�+W�-^t,-�:� 1 ,I����■■■■■■■ Ld CL LO CO ■■■iie�rren■■i■ir■ . .. . . � = Both po Floors Ext. Wafls friter?or Finish Mixtension Fire �Y Place Hecpt LO Porch LOs IJ, Porch Rooms Ist Floor L.ireezeway Patio Ooms 2nd Floor &3 3a ragei CO S r New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ❑� 0 n n A n n n 272628352 INNOVATIVE SOLUTIONS %CHARLES A.WALKER CORP 25 HAZELWOOD DRIVE SUITE 116 AMHERST NY 14228-2298 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC ROBERT TAYLOR P O BOX 1407 1010 DEAN DRIVE SOUTHOLD NY 11971 CUTCHOGUE NY 11935 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 22280 317-5 646380 05/01/2016 TO 05/01/2017 9/13/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE-IN THE WENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:5456379 U-26.3 Client#:55751 NORTFOR18 ACORD. CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 9/13/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: 1856 PHONE 6313241440 FAX AIC No E#: A/C,No Cook Maran&Associates E-MAIL 40 Marcus Drive,3rd Floor ADDRESS: Melville,NY 11747 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine&General Ins 12294 INSURED INSURER B North Fork Woodworks Inc PO Box 1407 INSURER C: Southold,NY 11971 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY X GL2016LHB00021 1/01/2016 01/01/2017 EACH OCCURRENCE $1,000,000 CLAIMS MADE ]OCCUR PREMISES ERENTED occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY�JECT LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER $ AUTOMOBILE LIABILITY EOMaBBIINdEeD SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ A UMBRELLALIAB X OCCUR EX2016LH600007 1/01/2016 01/01/2017 EACH OCCURRENCE $1.000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STAT TER ANY PROPRIEfOR/PARTNER/EXECUTIVE $ OFFICER/MEMBER EXCLUDED? F—] N I A EL EACH ACCIDENT (Mandatory in NH) E.L DISEASE-FA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Robert Taylor is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION Robert Taylor SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1010 Dean Drive ACCORDANCE WITH THE POLICY PROVISIONS. Cutchogue,NY 11935 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1052659/M956644 BC2 i REScheck Software Version 4® .1 Compliance Certificate Project Taylor Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,170 ft2 Glazing Area 16% Climate Zone: 4 Permit Date: Permit Number: 'Construction Site: Owner/Agent: Cutchogue, NY Designer/Contractor: Compliance: 22.3%Better Than Code - d Maximum UA: 453 Your UA: 352 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 Assemblies Ceiling 1: Cathedral Ceiling _ ' °-� •�' -~ --=" - 1,178 35.0 0.0 0.030 35 Wall,1:Wood Frame, 16"c.c. 3,197 28.0 0.0 0.050 134 Window 1:Wood Frame:Double Pane with Low-E 513 Crawl 1: Solid Concrete or Masonry, 0.320 164 Wall height:4.0' 728 0.0 26.0 0.035 19 Depth below grade:3:0' Insulation depth:4.0' 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'2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name Title ` Signature ��$ � � Date M. Project Title:Taylor Residence Data filename: Untitled.rck Report date: 07/27/16 Page 1 of 1 - Andersen. ,= r=�; Andersen Windows - Abbreviated Quote Report Andersen Project Name: NFWW-Taylor Sashes - Quote#: 8181 Print Date: 08/15/2017 Quote Date: 08/15/2017 iQ Version: 17.0 Dealer: Florence Building Materials `Customer: 1647 E Jericho Turnpike Billing Huntington, NY 11743 Address: 631-499-6200 Phone: Fax: Sales Rep. Ken Oberlies Contact: Created By: Trade ID: Promotion Code: Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001- 2 TW2452 $ 197.50 $ 395.00 RO Size=N/A Unit Size=2'5 5/8"W x 5'4 7/8" H F-1 400 Series Tilt-Wash Basic,White/Pre-finished White, (Bottom Sash) High Performance Low-E4 Tempered, No Grille Grommet 0002 5 TW26510 $ 217.28 $ 1086.40 RO Size=N/A Unit Size=2'7 5/8"W x 6'0 7/8" H (^ 400 Series E' Tilt-Wash Basic,White/Pre-finished White, (Bottom Sash) High Performance Low-E4 Tempered, No Grille Grommet 0003 1 CN13 ® n $ 212.48 $ 212.48 RO Size= N/A Unit Size=1'8 1/2"W x 2' 11 15/16" H ! i" 400 Series (_J White, High Performance Low-E4 Tempered AUG 1 8 2017 B= iiiG DEPS'® TO'vv rI OF S®3JmoLD Quote#: 8181 Print Date: 08/15/2017 Page 1 Of 2 iQ Version: 17.0 Item Qty Item Size(Operation) Location Unit Price Ext. Price - -i Subtotal $ 1,693.88 Total Load Factor Tax(8.625%) $ 146.10 Customer Signature 0.226 Grand Total Is 1,839 98 Dealer Signature **All graphics viewed from the exterior **Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. ® Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified. This image indicates that the product selected is certified in the US ENERGY STAR®climate zone that you have selected. Data is current as of December 2016 This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification.Ratings may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc Nexia is a registered trademark of Ingersoll Rand Inc. Project Comments: Quote#: 8181 Print Date: 08/15/2017 Page 2Of 2 iQ Version: 17.0 EDGE OF 77DAL WETLANDS AS HYDRANT FM/NED BY SUFFOLK ENI/IRONMENTAL #F�� SURVEY OF PROPERTY SU �: 3 � � CONSULTANnNG, INC. NOV, 2015 DEAN DRIVE A T CUTCHOG UE Q o "PUBLIC WATER IN STREET" TO WN OF SOUTHOLD BROkeN ASPHALT SUFFOLK COUNTY N. Y. STORM G DRAIN F# , CONCRETE CURMETER 1000-116-05-11 VAULT SCALE. 1'=30' TEST HOLE DATA __,,- Q M HERR BLDG. N'74'q 2,�� wP�R�a�vE MA Y 26, 2015 - MJUL Y 16, 2015 (REVSIONS) McDON0D EO�CIENCE J � AS4 AUG. 20, 2015 (REVISIONS) EL. 5.7' 0' �' AUG. 26, 2015 (REVISIONS) MIXED SAND & LOAMI� WATER ! OCT. 29, 2015 (REVISIONS) 4, GARAGE SUPPLY -------- ----- 1 D 5' G.F.EL.6.6' NOV 17, 2015 (REVISIONS) > DEC. 23, 2015 (REVISIONS) PALE BROWN FINE TO COARSE SAND (SW) y coNc. o ! WITH 109. GRA VEL m `�s ! JAN. 15, 2016 (REVISIONS) 5.6' PALE BROWN FINE TO COARSE SAND (SW) QA W I M �. 10.0' SLG; I ------ 4.1' 0t . I W r3'" . I K V) 11'1 L.Yaccarino Tt. 4' i 12/16/2015 D WATER IN PALE BROWN FINE �_�2 M I W ;, ) T !LGL-'LGA I p o to O 0 I p (711 TO COARSE SAND (SW) '+ �g� Zm �r_ �i; l+ io 0 z0 �LG� LG1 a, i r C Dr i � r �15 PPP,WATER ENCOUNTERED 4.1' BELOW SURFACE o > x I m O Z m ST ' ! A� SEPTIC SYSTEM RETAINING WALL PROPOSED SEPTIC SYSTEM a NOT TO SCALE } (4 BEDROOMS) ,2° P°`�cN o -g GENS Bldg Dept copy from ZBA TOP 16" EL. 66ALL 6' A� 4.3' 0, DW [1] POJ SSE �ER� Final reviewe documents [1] 1000 GALLON PRECAST SEPTIC TANK C m -- 5.2 \`p SNP ZBA File# 0 o y 5 REBAR O 12" D.C. 300 sq.ft. LEACHING �Pv0-\G IlDatek'S-/ c / [6]LEACHING GALLEYS (318 sq.ft. = 3 EXP. GALLEYS) T D 6 O #5 REBAR O 12" O.C. (TOTAL 9) A HOUSE a � 4.4 a ° EXISTING CESSPOOL TO BE REMOVED OR FILLED PUBLIC WATER) s.T9' IN TO SCDHS SPECS ( 65 4.4' 6 4.S ° EXISTING GRADE � 10 0 6 5 3M LOT COVERAGE q (AE6) 3" SPLICE00 AREA BUILDABLE LAND-9316 sq.ft. o' X60 'DW PROPERTY UNE :0 1' 1' 9316 sq.ft.EXISTING rY S 0 HOUSE & DECK 1427 sq.ft. �w; 73.4' 0 12"" D.C.o.c.- EW GARAGE 331 s ft. CMF SLEEVED WATER q 3 �° SERVICE 8 sq.ft. 1758/9316 = 18.996 / -- ZONE 8" --------------- ------------ ---- / 0 0 o PROPOSED 3s' CONC. = 3500 pal HOUSE & DECK 1532 sq.ft. EpGE of LAWN STEEL - 3500 psi GARAGE 331 sq.ft. ��� N ABLE 5 REBAR O 10'EACH WAY -- 1863 sq.ft. 1,� Q 1863/9316 = 20.0% �� 00���' O ' ----- C, 8 Y -, NYSDEC LOT COVERAGE , BEACH NOTE UPLAND AREA - 11183 sq.ft. GRASS SUBSURFACE SEWAGE DISPOSAL 1863/11183 = 16.6% SYSTEM DESIGN BY JOSEPH FTSCHETTI. P.E. 3.0' PriTM (\/EB)HOBERT RD. RAIN RUNOFF CONTAINMENT SOUTHOLD, N.Y. 11971 ZONE (631) 765-2954 HOUSE WITH PORCH 1389 sq.ft. 1389 x 1 x 0.17 - 236 cu.ft. 236/42.2 = 5.6 W PROVIDE 3 DW9. 80 X 2' DEEP 6---- cN o�PS s SEPTIC SYSTEM DETAIL I� NOT TO SCALE F.F. EL. 11.0' EL. 9' CAST IRON FRAMES 1 v AND COVERS TO GRADE f7NISHED GRADE EL. 6.9' TW 6.9' 46 L24 "3 MAX. MASONARY CHIMNEYS MASONARY CHIMNEY -----4 INV.EL. 6 NTN. 1'MIN. 7.5' INV.EL. 12.. ..6 2'MAX --------- TIE UNE MINIMUM PITCH 1/4"PER FOOT 6.5' 6' 10, INV EL. ®®®®N . ALONG MHWM MIN.4'DIA. PIPE 6 1/8"PER FOOT INV EL. Co®NO a 2 BEACH MINIMUM PITCH 5.6_ ®®N I20 MHWM fit"W MIN.4"DIA. PIPE _ 14" 2' (3) 2 feet deep gollies S83�58 - 1000 GAL 2' min. ___-----�� PRECAST SEP77CTANK WATER EL=1.6' MNwM 45.59 G� �f `y- III iii i �� f-- PECON FAMILIARI AM STANDARDS FOR QHYDRANT BAY AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL - SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE p = MONUMENT BY 77-IE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. m = TEST HOLE FLOOD ZONES FROM FIRM ~)1r;P �S'' p = METER VAULT 3610300501 H N. C. NO. 49618 ANY AL7ERA770N OR ADD177ON TO 7741S SURVEY IS A VI0LAT70N ® = WATER VALVE ELEVA77ONS & CONTOURS LINES PECONIC SURVEYORS, P.C. OF SEC77ON 7209OF 774E NEW YORK STATE EDUCATION LAW. REFERENCED TO NA VD 1988 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS O = U77LITY POLE (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA =13,662 SO. FT. LOT NUMBERS ARE REFERENCED TO "MAP OF BEACWOOD COLONY PROPERTY" P.O. BOX 909 SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. TO TIE LIE SUFFOLK COUNTY FILE NO. 727 15-13,2 SOUTHOLD, N. Y 11971 EDGE OF TIDAL WETLANDS AS DETERMINED BY SUFFOLK ENVIRONMENTAL 3 � HYDRANTS SURVEY OF PROPERTY CONSULTANTING, INC. NOV, 2015 � # � ���_ DEAN DRIVE � �,, A T CUTCHOG UE Q �A "PUBLIC WATER IN STREET" TOWN OF SOUTHOLD Lc��� STORM BRQkeN ASPHALT SUFFOLK w ,--_ 0011" GARB OLK COUNTY, N. Y. GONGRETE 10�METER 1000-116-05-11 Water �N/O/RR �. ,00„ \4 VAULT SCALE: 1'=30' Line(s) MUST Be Inspected B �- e Q M• NE BL°G- N74 42t WP�R MAY 26, 2015 TEST HOLE DATA Suffolk Count De METER JULY 16 Y 26, REVISIONS ,Y pt. Of Health-Services. ( ) McDONALD GEOSCIENCE Ca11852-500 48 Hours ingdvance �� ° �. VAULT AUG. 20, 2015 (REVISIONS) 04/01/15 To Schedule Inspection(s).Adv � � � \� `� �'� 3.e' I AUG. 26, 2015 (REVISIONS) EL. 5.7' 0' MIXED SAND & LOAM WATER ! OCT. 29, 2015 (REVISIONS) �. GARAGE SUPPLY __--__ 1 NOV. 17, 2015 (REVISIONS) G) ,5' G.F.EL.6.6 PALE BROWN FINE TO COARSE SAND (SW) D coNc. ° I DEC. 23, 2015 (REVISIONS) WITH 109. GRA VEL0 �� ! JAN. 15, 2016 (REVISIONS) ------ 30' m s ! � 5.6' PALE BROWN FINE TO COARSE SAND (SW) -e m� W� i I ------ 4.1 rl� r--� .LG' -'Lc' 10.0' I r*1 4 �,..,. z a _ L.Y6/201 �o EXGAi Al'ie�i 1 i;+9.aNfC i if7i'*1 OUIt :� 1s/�e/soi Co. z FOP. 14"ANITArtY SYSTEM � N ' L%' o cn BY HEALTH DEF�AE�TA9ENT WATER IN PALE BROWN FINE �� LG - :LG Y I O 1+ O TO COARSE SAND (SW) NOTE C7$�:NGICi(S) 1+ a5 i D o � 'I'll y i o n By Suffolk County gIt Ole Zm rr' rl' W: I O O \ Y Dip ment of He;rlth1�Tui� t ;� LG;--:Lc; i r�i 11 :LG LG o I r WATER ENCOUNTERED 4.1' BELOW SURFACE iso ° F i m / a m D Z o ��1--''+� ' � I o SUFFOLK COUNTY DEPARTMENT CF HEALTH SERVICES O ZO ST { m IAn �W f W 15 PERMrr FOT: APPROVAL Or CONSTRUCTION FOR A � SEP77C SYSTEM RETAINING WALL PROPOSED SEPTIC SYSTEM SINGLE FAMILY RESIDENCE ONLY NOT TO SCALE (4 BEDROOMS) g s ,2° PpRGN o_ 8u l EL. 6.6' 6' _ 4.3' /'DW', 8 POS �Rl ol DATE /f1_LGS.__ H.�. REF. No 'V /O film [1] 1000 GALLON PRECAST SEPAC TANK m �- �5 2' , NO ( ✓ o 5 REBAR O 12- O.C. 300 sq.ft. LEACHING n� P B��G APPROVED p ; v IVa 1 /A c�D 0 3 y N. l S �, � l ICG [6)LEACHING GALLEYS (318 sq.ft. = 3 EXP. GALLEYS) n� 6- � O � FOR MAXIMUM OF BEDROOMS Ap ° 5 REBAR 0 12- D.C. (TOTAL 9) H 4.4 OUSE ��, c� EXPIRES THREE YEARS FROM DATE OF APPROVAL EXIS77NG CESSPOOL TO BE REMOVED OR FILLED IN TO SCDHS SPECS (PUBUG I 4.4 y4.3 ;° d EXIS77NG GRADE N NO- LOT °LOT COVERAGE (AE6) 3M10 3" SPLICE PROPERTY LINE AREA BUILDABLE LAND-9316 sq.ft. 00 ° p ' DW 00 ZONE Engineer's Certifacti0n Required .0 1' 1' 9316 sq.ft. �8 F�Cid INE ;J S REBAR EX1SnNG ;' ,': oEG`� / Submit P.E. Or R.A. Certification 0 12- D.C.- EW ° HOUSE & DECK 1427 sq.ft. cti+F 73.4' SLEEVED WATER GARAGE 331 sq.ft. For Installation And Construction ,° SERVICE 1758 sq.ft. �� / f -t- 3- 1758/9316 = 18.� ZONEOgwl w� a 1-----o-------- ---- --o------- -o- PROPOSED , ' For Final Approval. Use Form WWM-073. . 36" CONC. = 3500 psi HOUSE & DECK 1532 sq.ft. / E°GE OF LAWN STEEL - 3500 psi GARAGE 331 sq.ft. O��'� N '30\u- 186319316 v��0 NBLE 15 REBAR O 10-EACH WAY 1863 sq.ft. `� 8 1863/9316 = 20.0% NYSDEC LOT COVERAGE rnd� NOTE UPLAND AREA - 11183 sq.ft. - BEACH o "M! C„t Qf,C•,ISttnS7�. •......, SUBSURFACE SEWAGE DISPOSAL 1863/11183 = 16.6X GRASS c0MF3Jr ancc%1,.th�• ^.,�7?lrtdry�ystem must be SYSTEM DESIGN BY JOSEPH FlSCHE771, P.E. 3.0' PATH (VE8 comp ted form `PngT11011t reg4ire,,- Sub in HOBERT RD. RAIN RUNOFF CONTAINMENT 'IV1L1- mir SOUTHOLD, N.Y. 11971 ZONE (631) 765-2954 HOUSE WITH PORCH 1389 sq.ft. $S I�r°Qf. 1389 x 1 x 0.17 - 236 cu.ft. 236/42.2 - 5.6 VF PROVIDE 3 DWS. 80 X 2' DEEP ------ GFtP`' 6 GN Ile OF NEdv Al SEP77C SYSTEM DETAIL \ o` � lsc F�0� NOT TO SCALE - C''1 -' ` ``f s F.F. EL. 11.0' EL. 9' I CAST IRON FRAMES r AND COVERS TO GRADE FINISHED GRADE EL 6.9' TW 6.9' 1 M! MASONARY CHIMNEYS 24` 3-MAX MASONARY CHIMNEY ; Q 0525 INV.EL. ,. :..,.s:...... 6;NlN. 2-MAX �-- A 7, �7;�L .12' �. ---------- TIE LINEt � ``Q`�' �.1/4-PER . f0 INK EL. 1 � SSiCN MINIMUM PITCH ®®®®r� ALONG MHWM MINA"DIA. PIPE 6' 1/8'PER FOOT INV..EL. NO®®N 2 (� BEACH MINIMUM PITCH 5.6' ®®N I p n MINA'DIA. PIPE •5U 2� ` $4" 2' (3) 2 feet deep gailies S83 ____ _ MHWM 1000 GAL 2• min. --_____-- PRECAST ' SEP7)CTANK - WATER EL-1.6' MHwM 45.59 EC I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL Qo = HYDRANT BAY I SYS7E'MS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE p = MONUMENT BY 77-IE CONDITIONS SET FORTH THEREIN AND ON THE m = TEST HOLE N FLOOD ZONES FROM FIRM �.,;,,� � , ,�'- PERMIT TO CONSTRUCT. .�°`�'--� p = METER VAULT 36103C0501 HN� '? flC`'• 0. 49618 AN Y AL 7FRA 77ON OR ADDI T70N TO THIS SUR VEY IS A VIOLA T70N ® = WATER VALVE ELEVA T70NS & CONTOURS LINESPECONI C SURVEYORS, P.C. OF SEC77ON 72090F 7HE NEW YORK STATE EDUCATION LAW. REFERENCED TO NA VD 1988 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS O = UTILITY POLE (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY SURVEYOR AREA =13,662 SO. FT. LOT NUMBERS ARE REFERENCED TO "MAP OF BEACWOOD COLONY PROPERTY" P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVE WHOSE SIGNATURE APPEARS HEREON. TO TIE LIE SUFFOLK COUNTY FILE NO. 727 1230 TRAVELER S77?EET SOUTHOLD, N. Y. 11971 15-132 EDGE OF 77DAL WETLANDS AS HYDRANT I DETERMINED BY SUFFOLK FSG SURVEY OF PROPERTY uco-�hwr ENVIRONMENTAL CONSULTAN77NG, # 3 Q V� INC. NOV, 2015 ��- ��, .� DEAN£ RIVE A T CUTCHOG UE "PUBLIC WAT R IN STREET" TOWN OF SOUTHOLD TEST HOLE DATA F`-� � �o • eR SUFFOLK COUNTY N. Y. McDONALD GEOSCIENCE # O G�``� STpRN OKEN ASPHALT URB ��''''' 04/01/15 FSG �R CONCRETE CMETER 1000-116-05-11 ' l # //' + „ WAR VAS£ VAULT SCALE.' 1'-30' EL. 5.7 0 BLDG. •a2 00 R MA 26, 2015 MIXED SAND & LOAM N/0/' HERR REOPR I JULY 16, 2015 (REVISIONS) REePR s 'N� ��, £ AUG. 20, 2015 (REVISIONS) PALE BROWN FINE TO COARSE SAND (SW) a.s' 1 WI TH 109 GRA VEL Q rn 0 I AUG. 26, 2015 (REVISIONS) -------- 3.01 Zm OCT. 29, 2015 (REVISIONS) PALE BROWN FINE TO COARSE SAND (SW) GARAGE 4' GARAGE m1 0I NOV. 17, 2015 (REVISIONS) m G.F.EL.6.t' Z -u n 4.3 < PROPOSED LINE OF DEC. 23, 2015 (REVISIONS) ------ 4.1' CONC. HAYBALES & SILT FENCE JAN. 15, 2016 (REVISIONS) L/�,Me SEPT. 12, 2016 (REVISIONS) 5.6 o W' o�ws SEPT. 29, 2016 HA YBALES & SILT FENCE WATER IN PALE BROWN FINE o / ( ) TO COARSE SAND (SW) 10.0• rLci OCT. 14, 2016 (HAYBALE STAKING) (A D NOV. 18, 2016 (FOUNDATION) N) LG' 10.0 r.m m 11' ro Ly� Z r r OD I U) WATER ENCOUNTERED 4.1' BELOW SURFACE �+ AA ILG --:LGA N I O o n Zm r-1 1-11a� O O •1 a� z� ;LG ?LG o SEPTIC SYSTEM RETAINING WALL PROPOSED SEPTIC SYSTEM Fnm r I m r NOT TO SCALE `nor j -' F I n (4 BEDROOMS) c- 2 00 8"t TOP WALL 6' � Z m0 -- EL 6.6' [1] 1000 GALLON PRECAST SEP7IC TANK 0 Z -n1r' STz re 0 1p 5 REBAR A 12" 0.C. 300 sq.ft. LEACHING ,n 2c s m [6]LEACHING GALLEYS (318 sq.ft. = 3 EXP. GALLEYS) D = 6- 6.3 #5 REBAR 0 12" D.C. (TOTAL 9) x`26 a 'o, ° EXISTING CESSPOOL TO BE REMOVED OR FILLED y >0 3'^� 6 PGEN IN TO SCDNS SPECS s DW; / P�� p SERI m e a71 s --�=N �G g v m '� 000 D vg�\ ° EXIS77NG GRADE o n5.4 0 G 2 0 Q 3M LOT COVERAGE Ao�AGENT '60 020��`r 4.5' 3" SPLICE PROPERTY UNE AREA BUILDABLE LAND-9316 sq.ft. F 10USE `tea i O� o tEBAR t EXISTING 9316 .ft. pUBl1C WA1F2� 6 6 01. 0 2 6�' .7 0 12R o.C. EW ° HOUSE do DECK 1427 sq.ft. d CEGB SLEEVED WATER GARAGE 331 sq.ft. _ o o SERVICE 1758 sq.ft. 6.5 / (AE6) 3" 1758 9316 18.9% co B" o------- --o---- o- PROPOSED �O 36" CONC. - 3500 psi HOUSE & DECK 1532 sq.ft. STEEL = 3500 psi GARAGE 331 sq.ft. pW j #5 REBAR ® 10- EACH WAY 1863 sq.ft. CMF ' 1863/9316 - 20.0% r1� / PROPOSED LINE OF TC� Q/ TAKE HAYBALES & SILT FENCE NYSDEC LOT COVERAGE PROPOSED UNE OF UPLAND AREA = 11183 sq.ft. HAYBALES & SILT FENCE SUBSURFACE SEWAGE DISPOSAL 1863/11183 = 16.6% ��� LATH GE OF LAAB�E SYSTEM DESIGN BY JOSEPH FISCHETTI, P.E. tiC N BUILD HOBERT RD. RAIN RUNOFF CONTAINMENT SOUTHOLD, N.Y. 11971 CH 1389 sq.ft. (631) 765-2954 HOUSE WITH PORFSG 8 EBAR r x 1389 x 1 x 0.17 - 236 cu.ft. 236/42.2 = 5.6 VF BEACH PROVIDE 3 DWS. 80 X 2' DEEP GRASS 3.0• WDE-I (\/EB) PAT ZONE SEPTIC SYSTEM DETAIL NOT TO SCALE F.F. EL 120' EL 9' S CAST IRON FRAMES FINISHED GRADE 6 GN GRP 6 �� \�� AND COVERS TO GRADE EL. 6.9' TW 6.9' gEP L .\ GF q p - 24" 1"MIN. MASONARY CHIMNEYS MASONARY CHIMNEY 4�- PIPE --- INVEL. 61MIN. 1'MIN. ��FND. 7.5' INV EL. .12 .-..6..... 2'MAX 1/4"PER FOOT 6.5• 6' 10 INV. ®®®®a D MINIMUM PITCH :]2 iMINA"DIA. PIPE 6• 1/8"PER F00T lNV.EL ®®®� J MINIMUM PITCH 5.6_ ®®N MIN.4"DIA. PIPE �► NOV 2 • +• • $4" 2' (3) 2 feet deep gullies i 1 L.v16 R -4 1000 GAL. •2' min. - _-- ST PRECAST _ WA7ER EL-1.6' . _____ TIE LINE BUMDING DEPT. II 6 BEACH ALONG MHWM TOWN OF SOUTHOLD KEY S83-58'20„W- _ MHWM PIPE M - ---45.59' LA TH MHW A = STAKE PECAN .<. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL �- /� Y G ;.. P s AND CONSTRUCT70N OF SUBSURFACE SEWAGE DISPOSAL @ = HYDRANT �� BA SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE ` t MONUMENT BY THE CONDITIONS SET FORTH THEREIN AND ON THE ® = TEST HOLE FLOOD ZONES FROM FIRM L PERMIT TO CONSTRUCT. p = METER VAULT 3610300501 H 618 ANY ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON ® = WATER VALVE ELEVATIONS & CONTOURS LINES PtGW((�'-2,50ffVEY0RS, P.C. OF SECT70N 7209OF THE NEW YORK STATE EDUCA T70N LAW. REFERENCED TO NA VD 1988 EXCEPT AS PER SECT70N 7209-SUBDIVISION 2. ALL CERT7FICATIONS O = UTILITY POLE (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF „ P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREA -13,662 SO. FT. LOT NUMBERS ARE REFERENCED TO MAP OF BEACWOOD COLONY PROPERTY 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. TO 11E UE SUFFOLK COUNTY FILE NO. 727 15-132 SOUTHOLD, N. Y. 11971 SCDH,5 REF# R10-16-0015 EDGE ET TIDAL WETLANDS AS HYDRANT SURVEY OF PROPERTY DETERMINED BY SUFFOLK FSG ENVIRONMENTAL CONSULTANTING, # 3 DEAN DRIVE A T CUTCHOG UE INC. NOV, 2015 ',� �Q-� TEST HOLE DATA ''' G Q A "PUBLIC WATER IN STREET" TOWN OF SO UTHOLD IIZZC McDON.4LD GEOSCIENCE # 2 O vy_ gjpRM eROkeN ASPHALT SUFFOLK COUNTY N. Y. 04/01/15 �'� � s ;-' DRAIN TE pURg � � ro tA- METER 1000-116-05-11 D, # - 'wAjER=W ME VAULT SCALE. 1'=30' EL. 5.7' BLD 00 pEW Y 26, 2015 MIXED SAND & LOAM ,,, Q N I HERR \ N�¢'4Z, EgpR JULY 16A 2015 (REVISIONS) ------ 1' _- LU M• ' J REgp,R GRPvwp,`l\ PALE BROWN FINE TO COARSE SAND (SW) N pR�`IE AUG. 20, 2015 (REVISIONS) WITH 109' GRAVEL Q a s AUG. 26, 2015 (REVISIONS) ------ J.o' OCT. 29, 2015 (REVISIONS) PALE BROWN FINE TO COARSE SAND (SW) GARAGE GARAGE NOV 17, 2015 (REVISIONS) IONS)4. ' ------ 4.1. 3 DEC. 23, 2015 (REVISIONS) JAN. 15, 2016 (REVISIONS) - - - - SEPT. 12, 2016 (REVISIONS) _ 5 WATER /N PALE BROWN FINE p ; __ _��__ UOLETM•/Y° AKIND SEPT. 29, 2016 HAYBALES & SILT FENCE r =, N / YACX ( ) TO COARSE SAND (SW) :M; OCT. 14, 2016 (HAYBALE STAKING) ' J ; / EW NOV. 18, 2016 (FOUNDA 110N) � ;"`; r- �'' UTILITY s Lj -LKe� POLE r*1 AUGUST 16, 2017 (FINAL) 11' e y WATER ENCOUNTERED 4.1' BELOW SURFACE / ✓10'_ J : ! i' t_o' o 0 O NOVEMBER 2, 2017 (HEALTH DEPT. REWSIONS) y ;LeJ rL J1 0 n- / m rte, r �; O �! -*1 !H: .G i; m (cr/A / Cl Le.l Le Ji V) rn Dz LeJ LeJ ' N rl 17- SEPTIC LOCA TIONS �Q� °'�'' o F Z i, / A a A B / D eSTe 4 m Z TE3T L p HO'_E y� ; SEPTIC C=17' C=20.8' A/C UNITS - TANK D=16 D=23 y ON WOOD Q 10• u PL "FORM LEACHING E 28.5' 36.3' O6 11. n!,2 GALL IES D s 2' N �S. JPco p GvS� .�EFt1 F 28.3' 33.6' Dria, DW,4.6, ' �g��G �P 5 ' G 38.5' 46' N7 bo �y O-A>. GE F H 38' 43.5' PUg�IC W'p�ER� 0' .0 I 49' 56' h3 .6' r. s.s' (AF-6) J 49' 54' �. /, �w, ��pp`1N_L(NE K 59.5' 66.3' CMF SSP L 59.5' 64.5' tiG � M 70' 75' LATH EDGE OF LAWN F� � EBAR SEPTIC SYSTEM BEACH (4 BEDROOMS) GRASS 3.0' WIDE (\/F-8) PATH [1] 1000 GALLON PRECAST SEPTIC TANK Z0,,�E 300 sq.ft. LEACHING [6] LEACHING GALLEYS (318 sq.ft. = 3 EXP. GALLEYS) (TOTAL 9) Gips EXISTING CESSPOOL TO BE REMOVED OR FILLED IN TO SCDHS SPECS PIPE NDKt';f"ON,YDEPAIR'"l l-'+1TOF HEALTH ERVICES -� _ r:r .::... .� t} rG,1 ecr SRlCTED WORKS I JR v �, It,e:LE-FA',!,-'Y(RESIDENCE ov s sit TIE LINE = �`' ;,. . s° ., .. „__.: is•. i this lo-,-, ,�I„;A hr.•. :rt tc sem_ �.c,..,y .. J�;,:,�,;LTIc; erotheraje,-C;; Bund ,. +... „+ u Peril �'�' .:Id: 'a P}. ;d:�7v tC7 BEACH ALONG MH WM cY-s I- i'il ` 't �:.�(_ B (?RQ~" KEY . �;F q' • = PIPE S83.58020"W- _ MHWM L` :K �&a, • = DEBAR �� 45.59 c 1, ::�t ,euWr Mt,nagemont NE{VJM= HYDRANT �. �! OF HONUMEN TCO Njc; m = -EPST HOLE E 1 O = 1.4ETER VAULT ��- BAY ® = WATER VALVE p = UTILITY POLE FLOOD ZONES FROM FIRM �`. rf J 1 > ? 1 3610JC0501 H 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ELEVATIONS & CONTOURS LINES PECONIC-SURVEYORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. REFERENCED TO NA VD 1988 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 To-1714 OF8ojIiE1OYJiD HEREO% ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IFP.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA -13,662 SO. FT. LOT NUMBERS ARE REFERENCED TO "MAP OF BEACWOOD COLONY PROPERTY" 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. TOM LIE SUFFOLK COUNTY FILE NO. 727 15-132 SOUTHOLD, N. Y. 11971 ,'ie@ ��.4x• ris�-� :r ,��, ,:°U r�r.'au(� {k'� y•� �;d,„-; >r;6rt't�,”. � MATERIAL:See table oils A? F VED , AS NO ED • 13'ie'for4b B FINISH:LCB,C844,C846,CB48,C866,CB68,C8610—galvanized; lWforN'Bolts �p all other CB—Simpson Strong-Ties gray paint or HOG. Some models available in HDG or stainless steel DATE: �.P.# ♦ INSTALLATION:•Use all specified fasteners.See General Notes. •For full loads,minimum side cover required is t` �,i, DIN -PAR NT ' 76` '802 B_ �,P," GO Dti ".",iFOR ?1 iE 3'for CB,2"for LCB. FC __0'1:in,1 a '.J'�S: sti i' t ; with concrete. 4 . •Install all models with bottom"of base plate flush y;. n R i , ,;r. t f •Post bases'do not provide aderesistance 1. .-. �7ATi t`J ,r,'" C:U ., D ,r / s P Q to ''i;;l'-;•:;:yt'.4, � a� � - POURED ^n�' ,: ! prevent m rotating uate F.� s �CRE"i �f p t members fro 2. r JJOH - A G & PLUM BiNG .`, `` g about the base and therefore are not recommended for non top-supported eta J� 3. 1^C!JLATI0 4 t 1 ' , _ — "'I'-� - installations such as fences or carports). _..._.....__. .—�..- ._..,...�.___. ._.._,—,_�..�_ ( ca ports ti'1L - C•CNSTR t^Ti " t OPTIONS: C are available r 4. FINAL •LCB and B "r �• e L� JN MUST �,, � e in rough g size.Other sizes BE COMPLETE C.O. tffe �J ; available for CB specify Wt and W2 dimensions.Consult , f ` ,- t Simpson'Strong-Tie for bolt sizes and allowable loads. z ALL CONSTRUCTION SHALL MEET THE "''r 3 V -"••-- "�-' � �J � CB44 _ _ _ _ _ _ __ _—_--.,_ __�_ __ __ � .W_. _____ .—.._-__ ___ _ _._. _w _.�_ .._ �_ _ �_.__� ._ ___. -_ __ __-________._ CODES:See page 13 for Code Reference Ke Chart. • REOUIREi�.1ENTS 01:THE CODES OF NF,W y :Confi uration`df'ali �S YORK STATE. NOT RESPONSIBLE FO �I:'e\, ' ti� ` r✓ fcl / �(,, �aC( ) �, I k( � � 1 _... `other CnIzes � DESIGN OR CONSTRUCTION ERRORS. �*. \ �, _- _ M _ _ ._ _ . ._ _., .w w 3 .._ _ .__. __.. L� D_. _ ___.. _._ .— __. _ -�-� p d ✓� 771ese products are eve3bla 1W OMMI corf4Bloir pm*c*n.AddWonai products on, • . s / this page may also be salable with this option,check with Simpson Strong-Tie for details. Q COMP , LY WITH ALL CODES OF � ,. •. "�-� , Column ` Allo'watile`'U iittLoa4s � "�< Matertat' Dimerr'sions�` � NEW YORK STATE & TOWN CODES "Model' Numinah column' • No;;`::: Machine Nails B'4 is AS REQ IRED AND CONDITIONS OF w \ ,s ' Strap ;'Base W�,' alp. D..., Nail$. 'Bolts J 7 a; Ga`z wi ! .b dtti (Ga), ;•<`::.;:;;;..•:.,•. ::!�•,•,,.• .;:'.; Dty. Dia. . �.(:160):�:.';:�:'(16b�»,`_ SOUTHOLD TO�JN ZBA f LC844 4x4 12 ga x 2 18 33;. 3'r4 .6�� 12-161d 2 >$ 2705 4250 " C�44 4x4 7 ga x 2 7 3% 3M. 8 — 2 ' 36 — 4200 SQUTHQLD TOVt'N TRUSTEES � ----- - t -- .14 N.Y.S.DEC ` DO NOT PROCEED WITH FRAI':_1ING UNTIL SURVEY OCCUPANCY OR OF FOUNDATiON LOCATION . R , USE IS UNLAWFUL -HAS BEEN APPROVED. k�11THOUT CERTIFICATE �; 11W1 O�` OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED ��av 4K Contact TOS Engineering at 765-1560 before �� ____ ... ... 4, �' _ ___.__ _. __ .M ____ I ..a_._._.-_-....____ _ _ Figure 3,;82 Corner Stud R'oltldOlNtl Backfill,OR Provide Engineer's Certification Detail - 3 Studs With 4" Blocking that the drainage has been Installed to Code'. fir•- _., -....__ _ _..... - -- . . . r'. "►" r PLUMBER CERTIFICATION PLUMBING I ��'' ► �� � • ON LEAD CONTENT BEF'�r�E ALL P �.� T _ _ _— -- -_— _--_w_" __ _....w _ ________. _ .____�_� LU .�,INu " 1 \ I Y E U � � ..r �_`- �, r _1 .,� -4r I N a.: Ye. i ./ 1 J/ �' I 'd rid •i !�_ /..« .4✓ 4. a tl &WATER LINES N!E_E Block t O.C. D _ OCCUPANCY V • •�"" • TIFICATE OF OCCU ' E _.s CER TESTING BEFORE COVER! G - - -.,.. u } ..r •r 1 n a SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ' s - -. t � ��_ 5ldewall - EXCEED 2/10 OF 1% LEAD. f '�U^� PI.F:�CARfl:^tG iRI`Q�JI'°:ED �t i y • . - � 9 ELECTRICAL 1 • � aCSI� � ,Hoiddown . ,; INSPECTION REQUIRED . 1 "5 i ( nails common CN • , nails at x0"O.C. lU i FLOOD � I '�_ Comerstud to li -- _ connected COMPLY WITH CHAPTER 148 ,-' � ; �. ��f �... � � f �; � �. � �. � � '�- -�-- �`"�. t ! � .*transfer shear : FLOOt�� DAMAGE PREVENTION i .,- SOUTHOLD TOWN CODEi 15�kv_ rtj IP OF / _ rp I V� i W . iC. I �j 'y F w-�;.s% r�'tRf'•• r _ .. .. .. iy,,. - ` _��Yf .. ��.._.. . *. 1 k 1'✓iV�' 1 :. { I 01_ t s __ - { r: / Z � � - 1.. f • .. . [�W �„/�.,• S � � ��� L� 4 '1 `-•'�Zr's W`n, tR1j/z.�' 14 i �- �, R -- t k i i , s - ^ e2 44 . t { � � I `�►�;�a ��• ��, '121�t�t... -tl�'"Y�'t���- �>w, �,-�- -i�v� 0�C �>T�, ; t -, . lo 02, 00111 \1j: -41 o. M , ' r • , • 1 t1 / It y { i � l - D , is 1 -�. ___..--,r-__._._.__._.__. _,....__.__....._-...__.._.._._.___. __`_____.- _ .__------._ _ -.. __ � _,_-_.__.__..__..___.__-_---__._ --- __ __,__. ._ . -_._ .- _ _ ._. ... - __.._...-_... _.._.... .. _..._,_-... . . .. � . _ . .._..--------� OCT 5 201 , 4510I BUILDING DLW. T FSOUTHOLD it - TU'' W Q � r(L.t'T1 / 0J GT'), " CTY t CAC, Q Q T G4'� M �° �� �� �t; � �� /4�. r'.� -- -�at�'�jlt c _. ec ►S, U T. E R AND s U O ©�- e0 ., _� .. :td (L.�—_64"aw'uJ5'UG - " �:�.c� -. - �-rr v' 'vT'S ° , . c . ,� ALM) . �c� cti, LANDSCAPE y � .. �1`-T r..." T ►.I�. `5 -v i' �_._ 1_ tJ ( �U..0 ITS'! rf-.. � C� "v� DESIGN ARCHITECTURE _. f. C.1 h.l 4� P. O. BOX 1709 124 JESSUP AVENUE QUOGUE , NY 11959 63 1 . 6 5 3 . 38 7 7 www.suterandsuter.com FA X 6 3 1 . 6 5 3 . 3 8 7 8 0 Ole • 10, .� - E S � C LA T cs 4-4 0 C�1. f! , .� � = \�•C� ° N � p CC) 0 fit: LS 4� ht� :r J L blzr p! -n -T 0 1-0 0 'a-�' • 47 71�1 tsE y N\" O�j .7 y to ;p 4-1 7- it triT \P ILATIe 4 lo x t /A7- I T -Z Ts 4 Al + Dw >4 Q J c4) u U j ..... ...... Ip 45 (b (Q 14 ' 6 -7. 12-12- ION ... .... EAST AND WEST EXTERIOR WALLS TO HAVE A 1 HOUR FIRE N T5 RATING. INTERIOR 5/8" GYPSUM WALL BOARD TO BE UL LISTED % HOUR AND EXTERIOR SHEATHING W" CDX TO BE MINIMUM UL LISTED .15 MINUTES, RATING STAMP ON CDX. CONTRACTOR TO PROVIDE MANUFACTURERS DOCUMENTATION UL FIRE RATING LISITING. ALL MATERIAL WITH A 1 HOUR RATING TO WRAP THE NORTH AND SOUTH WALL CORNERS MINIMUM 41 CDX PYRO-GUARD BRAND, GYPSUM WALL BOARD USG OR EQUAL ----------- -- C--) X S U T E R AND S U T t2 C Y— tP 2 0 rZ- 0 L A N D S C A PE (t) Er-�A(�E- -z j 6 ARCHITECTURE :TAP D E SJ G N A R L-AtJOIKM C—A rp IZA er. ell- �7 1607'3 Z 13 -5 44 Of 1 Aq QUOGUE , NY 11959 --G—B 6 R"1 7.0 9 124 JESSUP AVENUE P. 0 cr .3 . 3878 63 1 . 653 . 3877 www.sluterand'suter.coni .631 . 6.5 - (AJ -3 7 ------------ 00 1,4 lit 4 Z ........... -ZA 317: X OA d e4ir_- A.- _4z To UU N Jr -J4 "fI,-- T Q 14IN U L _J P t--Ln,­-n IK- >I L a _)11�71.� (P 1 . �Z:) M #1 0 LETIN." 77� ,.14 _b) > • EC LA iff _39;1 FTIT MY " 'l-F Ul _J rllll� - - A �A Page 7 0120 C '14 .............. CONNECTIONS AROUND WALL OPENINGS WFCM 2.2.3.7,3.2.5.4 it k around openings in walls.The framing P Special attention must be paid to framing members around the perimeter of the openings must be designed for higher loads - WIND to compensate for the lack of framing Members within the opening.The WFCM provides uplift and lateral design loads for headers over openings.A continuous EL V11. load path must be kept for the concentrated uplift loads that occur on the king G) studs and jack studs.This typically requires that the stud group on each side of an n fid( opening be tied down to a stud group below(if the opening is on an upper story) MPH and the lower stud group be tied to the foundation.Simpson provides several stud V f -r(�P(�A-riF-644E ZZ- to foundation connectors,some of which are found on page 16 of this document. T 2'.44A _bt-V L RULE INFCM REFERENCE. Tables 2.1,2.2A,3.5,3.6 BOLO IN 3t INDICATES S- I A no I +- CONNECTIONS 4N io AROUND WALL (010 Lo W OPENINGS J-v ,Connection Requirements,1ach End of Header LATERAL 1-0 0 MPH Roof Header Uplift Lateral Phs) �14T_ 7 .T H 90 MPH .'Span, Span 9MPH s, 4 490 670 L86 74, .8 z: 8 704- (Ly 24 12 1,470 2,010 858 1,056 r` �; �"` .•j 4 I i - fl ! I ; ' \t ( _ X, 16 1,960 2,680 1,144 1,408 4 692 948 286 352 VC 8 i_7F_� 704,". ­36 12 2,076 2,844 858 1,056 2,768 CS20 77T7_9 `7-1,1 4,� f',`c s j I i €( i s I ( ` ," .�,; .�. , t .�.. } r 16 4 894 1,224 286 352 ti :'2 1 1 �572' ,...,-,704 Ai 48 AE 144 12 2,682 3,672 858 1,056 i6 3,576 <:3NAFrC_ Ol-C"E 0 NEVA O�JE5 4 1,094 1,502 286 352 8 single Strap Application `60 Y) vil Q qK(0 (Multiples may he used) 19 3,282 1�,J �. ___i ��HTT22 4,506 1,056 858 41 1.Tabulated uplift based on 15 psf roof/coiling assembly dead load and STHD 100 plf wall assembly dead load(U=totar uplift-213 D.L.). 6­0 14 2.Tabulated uplift based on MRH of 33 feet,for MRH of 15 feet or less,the tabulated uplift may be multiplied by 0.80. 010 01 3.Tabulated uplift based on a maximum wall height of 10 feet and a maximum roof"overhang of 2 feet. W/LPB *3 01113 U IlE 1-7 _44M, 1 1.HUC410 hanger requires a nominal Simpson Fasteners Into: ft( Cut Length Allowable Uplift(lbs) 4x10 or taller header size. Connector tud into SPF(160%) 2.Nailing pattern shown for HUC requires a minimum double king stud. CS20 9-8d 9-8d 21 1,005 3.HUC hangers must be installed inverted, 0-8d other sizes available. '188 —41 C916 10-8d 10-8d 31" 1,214 leg EDGE ommon Wire Diameter -,,:Min.Edge n.Spacing Shear Capaciity SPACING Inverted HUC Nall Size Length(in) Distance(in)': (in) • for Increased 8d 0.131 x 2.5 13/8 56 Uplift Capacity 0 End-Nall .1 1 " 'D.148�m 16d 0.162 x 3.5 128 Diagram CT I 16_1 Clic(D�Ii V-) S 'U T E R AND S U T E R k=-11 DE SIGN ARCHITECTURE LANDSCAPE PA , Air La C. 1 AO(YYT. -------- QUOGUE , NY 11959 P. O. BOX 1709 124 JESSUP AVENUE 4J .4,H :f"llu 631 . 653 . 3877 WWW.SLiterandsuter.com FAX 63 1 . 653 . 3878 A AS � r i Y �� gin{ ; 3 , � � �"o f _ _ ..� ` • \Vl r n 10 69 10 pf 041 r w p ♦1k[i Ar ICYN .10 n /� . M _. .,..... . 4. . 2 / _ i; it d" ' V 2r 7 Of: �Q y I of ED TPA S S U T E R AND ___. ,�. - _-. T _. CHITEC. TURE •- LAND'SCAPE DESIGN AR - 1: QT M G U E NY 1 1.9:5 9 s��T rs©ib P. O. BOX 1709 124 J�ESSUP AVENUE QUO 631 . 653 . 3877 � wvNw.suterandsuter.com .FAX;6 3 1 . 6 5 3 . 3 8 7 8 - —��"-��t_��> - ` Trus Joist•TWO Joist Specifier's Guide 2027•September 2oo9..c.. ti. No field cut Minimum distance from Table A Minimum distance from Table 13 holes to Minimum distance Minimum distance e hatched zones from Teble A from Tabl 6 11x2"hole may be cut i :k �s�z', <;, :, sv..: a.a :•-,, ;<ae;;t;,'. anywhere in web out- 19N - - .,��.�:,;�,:;�,�;,' ,_ ;z,�„:.d�.�•�=�r�r:-•;�.t;- �.�.i.�.-�,.'=�:�•: �;;.r.;f' _-$.. - - - side hatched zone Mor. Y� Y,.., 1 -•�:.j .: :. C. ".,:, ;�,.. ,:r, R., :::E:�t;i i eYt"..,-it,; r.,�i1 .x�-.-i.'�- ..�-.si, •�'t�l�-y:. I VX C\ 6" L, 2 x D, D, L2 2 x L2 6" ro" Do not cut holes larger m n mum minimum02 than 1'h"in cantilever (applies to all holes r except knockouts) ' CIO, Table A-End Support Minimum distance from edge of hole to inside face of nearest end support ~®; .•.: ®Raund.Hole Size: ®S oars or Rectangular Hole Size ";: ::."2;r: ::' \ 3 TJI i t ' ',2" .,:,... „ 6/z": - 8/e ' .::;'•.11': '.:'. 13".: 2 3 . . 4,, , '•.."6fz 8h 11",;<;,•:;,13.,. 1'' -6' 2'0" - - 8 u' 5'-0' k 230' .: 1 ' ' 0 2o- . 2s - - _ 1' a 4 •.1' 1' - :•7 -0" 0':: `1:'- 2'-0''` �O .•. ti 6 1 _ - . c< r" n. { , f ."F+ 0 4•, 0:. 0" 1 110...,, h 1- 1 0' :1'-0.; t'-0'• - - - - Exterior Deck Attachment -0 1'0 1'0' .;"4'-0`, :`-.7'-0 g'_p• ' 1'4.« 5'-6" 8'0'. 1'-0" i'-0 1'-0' 5'-6" 8'=0' ,1 1'- 1 .0,..:" "1'-0'..:'•`2'-6. :; 6' 0":r::r;.9'-0' .• 1,D`: 1'-0., :,,:.1'-6"r..:...�'_g• . :.9,0...:.; '1 D,0•. . Structural exterior 230'.:>; �'-0',+`'; 1'0'-` 1'=0i' 1' 0'r;:=2',0"::,':.q'-o' :`: 6'6"-` .1'-0". '": 1`0".,':'%'1''0'. •:3'-0"`:: T D'.::>.':9'-D` :11,-0" .' sheathing tl 1'0­ 1'-0'' 1:-0'',<<:''.3'.0",: '6'-0':'. 9'-0'' `.1'0" ,;:;,i:p ::t,;;.1'-0';° '.'4'=0" ;'9'0.": ;10'-0".:;;:,11'6" Trus Joist __ :« -`560'i^ 1'-0 rim board a: 11 1'=0" :1:-0' `1' =0: 1'=0s 5.':c0": :.1 .... � `3'-0"'�:`:�:';•.&'=6^.. ::10'-0^,.. -0• 1' 0'-0':,:.. 11'"0"'` s12'-0". .�-_._._ _, 1 ,. Flashing �! s. Table B-Intermediate or Cantilever Support ..durum distance from edge of hole to inside face of nearest intermediate or cantilever support ; " i ! ) " ®Round Hole_sjZd'r..-::`,:::`>f::..: vale or Rectangular Hole Siie."::•:<<A ` 1 r� 3. ., . . 4.:....... 6 h . . .8 h.:,.:'--.11"" ::13 o--;.3 •+:,' i'z• Treats _ .. ;:.2�� 4X.;,::,.,.,6fi:.• .$/a' ,11".':r: X13":;::,+' d "'•,� • 1: led er i 1 I v: 11 - 4' stoners 0".�. ;8•' See fa i , 0"+ , .., c� `, i � �. � ::1y,�^ :•230::•::'::1.-0"_:::2'-0' ::2'_6•.'-' •5'-0"°�':•:a9'-6' .:. :,1,=0"���'�'2 6 -:'3 6 r:.8-0'....-;,10'-0` •:,-. �: , • - below.Maintain 2., 1'-0" distance(minimum s 3 0 4'-0" T-0'r 1 2 0, � 3'-6' 5 0 9.6 + ) from ed a of ledger 3'- 9 0" 4' - - 9 :.8' 1 2'0': 4' 3'-0"' i -12' . v t � fastener. to -2 A , • t 10' 1 f ,T' _ .1'-0" I _ . . ... -... _ \ , - :_..,.:.:: :..,.•::. :'.. , .;::' -."8.�:0'i',-:'.:;1: :' .='1'-0";'::�::;;;1'=0�;' ::::1'°-0'';,..,,.,.,5,.0..;::'::: - •- - -.f )� elVl _ - � . ..._.. o 1'- z.., 23 0"` - - 1:0'-0'::r .1.,�_0:,;';•:1�:0,: _2,_6.', 6'• •,t3-0" �6 .1 , -.>�•: 19 12 6 �.1-0 `.2,-D' '.4-0 =0" :14,-b 0�� :�;. -0 '1'-0'.� 2'.0'-•'�.:-_;5'=6"":, �.8'-6">:;.• ,.9'-0'.,; �.12' ..,�. (f � of. 1" 1 tl. 1' - 9'-6' 13'= \ / :3`=0'' '::5 0, i10'.D' . '.13'6;"'::"15'-0'..�• i f'• 230' M-:• 1` - - , 1 - v 6". - 6'6'' i w `oad Ib M A Allo able 1 s i 31 i' w , r. a , 1 0 360 .1 i6 0. 10 3. 0. 66 - 10'= 3 � �.1. ��:13'=0' ,.�;�• "x'c .r V ''S6U' '.1' :.,2. 1 �- A;- 1 Rim Bna'd a-Rim •it%.'.-0';�`'18:.0_. +Rectan ular holes be.sed on meas.0 ; , '' 400 p cement of longest side. ,.�'lagY'boit;:• `� _ .- "'Ah'tan n holt :?-!,'.:'`-'475. �:s'�`;-^:-•:325::`.::•::'r:�; DO NOT (1)Allowable load determined In accordance with i ! k Now to Use These Tables General Notes cut or notch flange \ .Ac 124. I ` 1•corrosion•tesistant fasteners required for �`✓/ � "" ;' =1. using Table A(end support)and/or Table B(inter- � Holes may be located i � " vertically Y v c fly anywhere within the lift smoke/ : � mediate or cantilever support),determine the hole web.Leave iib'of web(minimum)at top and bottom shape/size and select the TJI®joist and depth. of hole. - I 1 - 2. Scan horizontally until you intersect the the correct - i Knockouts are located in web at approximately 12° �a....._..._.._._.___....._........ hole size column. i cad s` on-center;they do not affect hole placement. Aaaket.ptaok Install tightt 13. Measurement shown is minimum distance from For simple span(5"minimum).uniformly loaded top flange(tight to Filler and Bac er Bloc zes L ; C6 edge of hole to support. bottom flange with face Backer block joists meeting the requirements of this guide,one DO NOT mount hon ors.Attach both sides of Ti `: _'>.`110;-:r:"r:> ;';:: <'•230 or 360':';; : ': < : 5ti0;. :' cut holes in reinforcement g ) ( ) - ' - 4. Place the hole so that the required minimum maximum size round hole may be located at the einforcem - web with single , '! ' '` °' l� �, - --- ,, Y enf with ten 10d(3)box z 9 ::_•.- ="' > 9fz,..or -�:.. 91h.:or- -14..,or" u re f i distance from the end and the Intermediate or center of the joist span provided T I®Joist Depth','r'?•: "14".;"T:'.: )idF J P P no other hales nails.clinched J j ,`' ....,.;, .1.1�ib„<y.. <::. ; ;,'.,llrifi. :...•P, ,,16'-;:'_,: :.,:<...:.,_::.;.:.,16 1 i I cantilever support { I pport is maintained. occur in the joist. when possible. ' FillerBl6ck''' 6' 2x8 2z6'+.ifz'' 2A4 W, '<Two- '.Two' ',; • Distances are based on the maximum uniform loads ' ,p- s' O,etaif. 2 °stieathin" sheath n >:;' a,• :.=. i 2X6:::: :" '/ Shown i n this aide. 2xf + 2210+:Yt{" f g For other load conditions or `'Cantil "ever';,.• '2x6;-J',��;2 0:� ,::;,, - { h ® <<x Filter.' "' '':4-0`:'<'•-6'-0'.: heath`in ' "sheathin ole configurations use TJ=Beam software or <," *' $- 9''"' :B e contact our Trus Joist representative, <'(Detalf E4j ,<,<. (ons s's:'V'loris.;:','4,-O';lOng':,,6-0.long;: ,•:, ff Filler block:Nail with 1 box nails clinched.ten Od 3 c ed Use `sir r' �0 to 16d 3/z _ Board ��', ( ) ( ) : , : ..._..._..__ .-._. _....__..._. .___.....__.....__...- _ nand /natal/a# j m _ box nails from each side with T I 560 istr. Blocking ) %'•+'-i... 'i!>< .,' aid ` panel i With top!longe han}ers,backer block •if necessary Increase filler and backer block height fbr face mount hangers.Malntain'�' required only for downward loads exceeding gap at p joist e detail r and backer block dimensions should accommodate eq n and d in p too se d tart W.Fills 250 lbs or for uplift conditions required nailing without splitting. VN Load from above Fastening of Floor Panels to TAID Joist Flanges and Trus Joist Rim Board �, r msµ. -���=•.`'� ':•:::.> .Closest On-Center Spacing nor Row":•�-°'�' ! 1 TJI®% Trus Joist Q t Rim Board':. •.230' •,;�: I or '1.. l/a,.:•." is I C �• i •� �:...,� ': Bit 2fz" boX:•'., ..:c':• :2'rz`: ';. 2"'.: ,.6' •4"". 8d 21h" common., s.,. ;3i z, .,:`,., .10d 3:' .12d. 31/a'' box., „ ,:_:::3•',:.'":.,,;.;_;..:,25'. .:�, '6•.:♦. '4'::•: 2x4 minimum s :10d 3" ;12d 31%4" commn:,.,';4ifi°" _:.::; ..:3 6 4 .. k< ' squash blocks 16d 31fz" common N.A; s;. " (1)Can be reduced to 3'on-canter with maximum nail penetration of 14"Into the narrow edge Use 24 minimum squash blocks to transfer 111\0 load around TJl®joist TJI®rim Joist Also see nailing requirements on page 8 Rim board is often the critical structural link in the ability of a home to resist lateral wind loads. It also transfers vertical load around the TJI®joists. Rim board Detail A3 (shown below) satisfies conventional construction requirementl� _............... _ ' • ' - • - But if your project requires a designed solution, see our Trus Joist Rim Board � �����t'��®�� joist �f j� ' Selection and Installation Guide for Lateral Wind Loads,This easy to use design -- guide for specifiers and code officials goes beyond conventional construction guide- Trus Joist Tile joistSpecifier'sGu1de2027•September 2003 `- - lines-which were based on the smaller, simpler homes of the past-and provides design information that considers today's larger, more complex homes. Silent Floor®foist framing does not E1 Joists must be laterally supported at require bridging or mid-span blocking ` ,� cantilever and end bearings by blocking Tile Joist Nailing Requirements-at Bearing Floor ®eta®®'' y F -z j s :,., kz panels,hangers or direct att Joist ��".:�,.�: a Trus Joist• TJI© t Specih'er's Guide 2027 September 2003 E2 H2q f"tip a„- r t0 a Nm b rim joist ;t�; board or Plate nail O 1® Joist to Bearing Squash Blocks to TJI® Web Attachment Joist eStiffenerI 1 f ` Load bearing wall above' I '?`9` Floor panel nail "-'"F�`� .> Al _, J'• ;• >;;",y "' -" ..e., 1�„ - ,,�; TJ i; Plate qLoad bearing or shear wall above must stack over wall belo+w Load bearing wall above Gap � ( ) f Intermediate Bearing- - •• :� :,.:. '�":. ( ) (must stack over wall below) f' Trus Joist1/e"minimum - I No Load BearingWall Above - ��- � .��• , � �•"�*�-: ,,r�'`• � ����•V �'• rim board One 10d,(3")box nail 1-11,23/4"maximum ``- 12x4 minimum y 1 A3 into each flange 1" Three 8d(2'12")box nails, - Blocking uash blocks I Remove tone ue and clinched *a panel �`' i„ groove from floor ± panel edges sur- tet One 8d 2Y2" box (,1; = : I `-= � F P by 1"c- m" r L3 ( ) r � „ Web stiffener each side .#:�"�' y ~*.� .' ;� -:•�, �^'-"'- ported 1 e- Trus Joist rim board w•• �- ;b '` iz' w:, '�' to ensure u lit �r nail each side. ; - _ ® qhs �`�,. -�tir��,.- :;a,.,,•� .'�.1,, e a y x'_ ,� TJl 110 joists: ;,•�.. _ -a¢.;' 4�;�,: ��:J;=�-` q - Toe Wait Drive nails at an r x'.Kti� 5 5 "' O yr /e"x 2/,s"minimum -°' Y'" nailing." �':� angle at least 1Ih" TJI 230 and 360 Joists: �{.�. ':�:-c:. �;��,"� Aro from end. 7/an x 25/,s"minimum -•'i F•-- :'.'w€ 13/4 minimum bearing ��= .h�,�` �:i•- �. _;:� ��� �,�.,.• , .. •�,� . at end su ort; \ Web stiffeners 3h"minimum at Also see Detail 82 Tight required each on pageX intermediate support p g Tile 560 joists only Web stiffener's required Web stiffeners required side at 53W `'r: ems. ' ?••: f �' 1 Y each side at 51W each side at 52W According to ICBG Evaluation Services,Inc.,Itis necessary to Mm the panel �-_, ,, �• . Gap: edges when using 1%"or thinner rim board.0 `> Oro 1--,,-1/8"minimum b' Rim to TJI® Joist -�- - °w ph�� 23/4"maximum Blacking panels maybe required. Blocking panels may required •"��;, r - , TJIm 560 „ with shear waills above or below-- with sboar wall,.save or below-- see dotal!8f Trus Joist rim board or floor Joist% -- Three 16d(3h') see detail Bl 2x_stud wall at, �' _ ° ° '" Safety b t Plate nail 1 '"•' S e y bracIter 16'onf cel urn))raced } 9( TJI®110 rim Joist: o box nails . . 16"on . -_ Floor panel nail � ��ro. ��� : ' TJI 560 rim Apply subflaor - '-' = One tOd(3")box nail Bearin 1later p %` /ol TJI•110 joists)and extended to a ' g'#ter ' into each flan e °ice' 2x4 web g Two 2'h"screws for 2x_ adhesive to all Y ,K" " i'r 4 .:L4 T braced end wail.Fasten with two. r g Toenail with 10d : 2 Ii Flush pl ,nside strapping connections canlactsuriaees _ O ,h �.., ;. = ' ' 1h" 5tiffener< ) PP 9 _ i; yr�,..,r .. , =Y TJI®230 and 360 rim " s:., " (3)box nails, a face of wall or beam• :, ( / 8d(2/z)nails minimum. Joists: \ + _ one side of Tight � ."` i f Attach)schedule bellow . , . - `,.'. r r UP) �• One trod(3'k')box nail a TO Joist flange g into each flange ~'` ' `L' (1)Web stiffener material shall be PS195 or Top flange' {: s�` Trus Joist rim board Protect untreated TJIm 560 2-92 sheathing,face rain vertical - = 4 T View PS g, g = ;•: wood from direct r See Exterior -AinsNGe;, Top hanger �;�� ;� - ••' r Deck '5�;, p rim oist _; ' Joist' e.unstdlile:untit:;''r J 2 2x4 construction grade or betterY '�� ' contact with Attachment on ; (l ^,e_ A Toe nail 1''&I knockout #• �dterdli ;b'� Face mount " _ ' concrete sat' page 10'.hanger w ar if Two 8d(2'/z")box ap roximateiy H3S2e,wartlir2g''notes g nails or 21/2" install proper blocking to. 12' - 12�on-center O on` support all panel edges min. Page. screws,typical See ALLOWABLE 4; .HOLE5 on page 11 • Web stiffeners required if sides of 4 Applicaffons shown 1n this guide do not require hanger do not laterally support at blocking,strapping,ora directly applied ceiling; least 31a"of TJI®joist top flange however,backspan bracing of cantilever applico-: flans is required when specifled by software - Rim B'aard Installation •A3:^ A3.1;A3 2`A3".3,'A3`<::.:;r:.i Specifications:: Conventional,Construction,``= Oesi ne g j Code 'n mu MI m. Solution`" _ Rim Board Thickness i P C and Th cknes E � 1 .1 R AND S U T ti ti � T E .- U <:See'tli 'L 1 "Plate N - CO ail 1 b x': rod o R 3 r�" 16` '.c. ( ) o L r ♦ ch T us�°JorstrRim o" Bard Selectlo �� P l• - ._-------_.__.._-_._��/�''---r- a D E S I G N • ARCHf I T E C T U R E • L A N D S C A P E , Floor Pane€Nau=-Bd(21k"I common:-'` .. ::' s'o:c: >', : ,and 1/7$61lation:Guide f6r~;, ;;. Inn Nall- (3")box;:.' ::'" ::°,., 6"o.c:: ::.:;,.::,:,':..,.;'..,,: ..;;LatenflNindL'oadssr`s' s _ Slil Plate Anchor Bolt ,fz"dia..at 6 o:c: (Reorder 2109)' .___,._ Vertical Load Transfer at Bearing 41 6Q . 0. BOX -1709 1 4 J E S S U P AVENUE Q U 0 G U E , NY 1 I'9 5 9 ; :.•Allowable uniform vertical Loads(PLF) 631 . 653 . 3877 www.suterandsuter.com FAX 63 1 . 6 5 3 . 3 8 7 8 TJi®r€m)gist or-blopking .: 210" -_ Trus Joist rim board or blockint: 4250 i. Laa ,�nrrot be increased for duration of toad ,_._ " EAST AND WEST EXTERI WALLS TO HAVE A 1 HOUR FIRE RATING. INTERIOR 5/8" GYPSUM WALL BOARD TO BE UL LISTED % HOUR AND EXTERIOR SHEATHING %" CDX TO BE . MINIMUM UL LISTED .15 MINUTES RATING STAMP ON CDX. CONTRACTOR TO PROVIDE MANUFACTURERS DOCUMENTATION UL FIRE RATING LISITING. ALL MATERIAL , . - . WITH A 1 HOUR RATING TO WRAP THE NORTH AND SOUTH ,. ,., f'. 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' _ - e��'- 'v�1H 1' .� v �Q�01 �I�tG�t-�D t S G t.l�.(0.1 � ' Q i l.� a N! j1'1�'"�C -' , r C� �^^� ._ -...__.....- �f ` ,.: 5 H I �t "� t..G'i"�t'� tllr�`Pl.. t2A�{ cam/ - '7"`�P`I - S / G.1� y n �►�I t1�- .-�4 1 t� t� l.�. � Q'� ` ' , -tom - !�, i - �-�. -�w1 /�pvJ - l ' A� ,w al �je{ "Ht� Ccs 1 --/W4 tIrl wit ITTE- Lo C�'�, �.o�1 , !,rv�.'t'" �U tat:�� 'T�'�-'�J ��� �C rJS� 'fd � ��7'� $`�ovjgej�,, s _1 f -Z 1. �t � � •�.� ITS E-� t CQ '� �`�, ��nit Ql CD4 G�' `�D T7 b , o�J1 '1 (�i 1� 'P �qr� 1601 y© - - �,,? _. C�( 4 v � �� � U 0 G U E N,Y 1 1 9 5 9 �1 © � �`.�1,1 ..W �c,� - S� I� Q �' 'C,� IL � �`� �� ... �t .. �C� 4 h� " P AVENUE - 1 T � `"� > IZA k••S vC T p �- P. O. BOX 1709 124 JESSU Q _11_ 11 ��-� SFE H 1J ���a ---- 6 3 1 . 6 5.3::-3.8 7 7 www.suterandsuter.com __. ._..._:F_A X-6 3 l . 6 5 3 . 3 8 7 8 -' -: � S" Cm 1.111; 'Q(�/1 P f� � 1.}��-t `T GSI V IJ�D "�" O lJ T4 V,J 1�.'j',�"�L� CQ1... 'C7 Z� �+�f - __1.111 _ _111_1...,_1111 . ` _.� . - _. _ - , _ f t - 4,r. atm ✓ M' 114 -1 _ _. ^_ __._».r _� _ _.___ _1_______1__1____1_ ..�..._...._,__�._,_ _._,__....._ ____.__ _._.._..�_ , __«__.. ._ EAST AND WEST EXTERIOR WALLS TO HAVE A 1 HOUR FIRE RATING. INTERIOR 5/8" GYPSUM WALL BOARD TO BE UL LISTED % HOUR AND EXTERIOR SHEATHING " CDX TO BE MINIMUM UL LISTED .15 MINUTES, RATING STAMP ON CDX. CONTRACTOR TO PROVIDE MANUFACTURERS _ „� 4 DOCUMENTATION UL FIRE RATING LISITING. ALL MATERIAL- WITH A 1 HOUR RATING TO WRAP THE NORTH AND SOUTH WALL CORNERS MINIMUM 4 1 : 'CDX PYRO-GUARD BRAND, GYPSUM WALL BOARD USG OR EQUAL - - ' _ / _... r M A-e-u^ �-.ca:rey �(�i"` rvc� `pr�o�aW - . ._ �� ..,� :' k . 0 `k, QF p l.r°� _ __ __ '�� i . , - _. . ' U r F JWA 2 Tc or 4• ` 1 AP, lr "L8 .1�v�.A `ray/-- - 3 c%_0 ceL'L_ s�4`P.4 �- Z-7- Ono -- ' x$ 4�'� ..#-�P_ UO1 y tj��� n ;p �T�gl�p �� � ¢.�'_ G�l.••� �/,M�� b' 'r Oyr e ....._ _.._. -----__—.�--_ . .,_..._. ._...-... �t. '�.`� �...._. �'1�iq� 3j� __..-. __._._,..__.-._.._,_..._.___..._._..._.___...__._., _ .__•....•.............__.........,.•,_..,.._._...___..._.._._.......�.._.,-.. . .: : jt/,.)'E Els�-•; '..: , ,j ...?,,,, .-'�.�i.' �s {�, ��L� xl,a t�V{3�L!ij,; - - _, _ .. _ - —_,-,.-._�...�...,.,....._..... -- _,_.,.. • K 74 1 ver f CI 5 _ 11y r z , , cn ; 'fir ���PM nn1G'- L 14 Q_fb�� � � c ; t - - - t i 41 G_.. .—._- _ ..._,.........._._.._..__.. , �^gyp(' /�{� �{ ; om 1 C4ALv '_'• � �t th+LIP -�"-\ '"••• ���,� ::• �- x t►�I{QFl— _ - LAX . . - L� Ott; c� � � _ �• . 'aC:, �o.QvS't"S . C, mad Q14 ! _�_� __ C `� _... .._.__ _ _ _ . . . _�.k�,. 1b-g VJ1-ci �.© -_"tom-t.- t _ tom'RZ A-17,Y. lig F �. •- j r • �- T� x�v-ter -ate ��J 'I"� 'i lrc° — f rryl V 1' r L• 1, .Yr.�'• . ., � ri�, _jQ- �. _.. .. ` IL-{ r-----4 - +.l-t t UjGre e) Mir- *+4A-- �o tJT'�-1 --�� _.. '� I � �--" � I } 4 , : fj m k a i i _�j....- _ '..�•�.. V_�t!' dN �'L -no JWV K I 1b • mow+ i �� I Y• --_-- S'a'o C � i f � t y . i k f , I 0- A �� Na t}-rt� T� -rHc� t•..1 _. � � �� � Svi•.,�Tt G7�.J l��' �' ��' -��_ _ ;_ c� ,� ' �2•v�t-r-�.c ��.� �,. - -k =����►� VA 3r_- tint" Lt4rrrc�' i f .. ..... S 17 j J �1 u l �-'�"1 N -r' F- P 1-tY 1:, f� -tom ul c f : t k- - _ U 1 K AND �- !t l!1U G1, ' µ_. ... •-. �'T`- � LAND N D S C A.1' .E OAK C ter isy0l�.�A.1�'8�..,. . . - :. 0 - - DESI .GN ARCHITECTURE -- - � -..`: —C _ G3 . _.. _.-.. ..._.._...- �__._.. , _ __..... _ - _ __. . fir-, � � r•h � - � _ �a�. - -�{��:�'�2- ..- _ . . . ... . ..... . .. . . . . .. ... .. . .. ... . . . _, ..._ ..,.. -. _ - _,. -. . � �,�• �, - � _.`�� 1��_� :.�5__��2'" '�?.,..:-..._.__: .:_. . - L;S P. O. BOX 17.09 124 JESSUP AVENUE QUOGUE , NY 1 i 959 - ��-�-� � t.�� ~�'; �:�"t��wt�-:_fig .. . : ; : - �_. : : -_-_._._..y_-. .:::-.:__: �:::::.:-_-�W:-:.:-_ . -.. � �.. _: , . • , 6 www.suter�ndsuter.con� FAX .6 3 1 . 6 5.3 . 3 8 7 8 •� -._.-_ - ___...,_......._.,.:...-.. _ _ _. _ _-__ � --t _-. _. � ►. . ., :_ D �.. �C?t� T ----'_ ---- _ �.- -� rev • f ,.�.• -i • CONSTRUCTION NOTES TYPICAL WALL SECTION �CE >Cc�C D i5>j"�� r i - •` '_ . Scale:-ita^1'0sa _ i:J JtlD�"Ni2 , °t..ot. '' .�',1 1) ALL FOOTINGS TO REST ON VIRGIN SOIL&BE A MIN.3'-0'BELOW fiNISHED GRADE. Vi=i=: t ��;5 i."`= C-1=r T.--_ir�� ' 7 , , r ,: .v ti; ; . ' CONSTRUCTION TO CONFORM TO ALL STATE&TOWN BUILDING CODES INCLUDING 200 _-- • s y ?"rQ - _. - --- -%1�5 � '� � � `'� - 1?raccipHva.lDesign LftstttaHons _ , 2) ALL _ -�����/41f}. aNc- , • . • . . CHANGES. -- �? • . . . . 3) ALL CONCRETE TO BE MIN-.3,000 P.S.I.28 DAY STRENGTH.: &Prap s' . -x' r . -- , -- - , . VENT TOP OF ROOF WiRIDGE VENT OR ROOF - �. 4) ALL FRAMING LUMBER TO BE DOUG.FIR#2 UNLESS NOTED OTHERWISE. . . , Rakneao- Am mfr imam. soodw TO CODE BRIDGING MAX.8'-0"ON CENTER. - CDX . 1 Y9OOR I R,; ;;,;.a - �' . EL PARTITIONS AND BATHROOMS. "rte"'J " 6) DOUBLE FL ,.,,,.:', -.,M :. :r. J:- - .' _ FLOOR JOISTS UNDER PARALL � O 3 j 1NSULATiON" d. L �- _ ��„�7 1:� �: t ±~ius : :- .'2B•.12:_., 3.13.2a _ DOUBLE JACK STUDS UNDER HEADER OF ALL SPANS OVER 4- .MIN.HDR SIZE(2)2X10 UNLESS• - - - _ NOVA: E• 'G C� • �� . andlevens - 1 ttitt ,tarlat • I ' 10 ALL BUILD UP GIRDERS TO BE GLUED&NAILED.•ALL LUMBER TO BE CONTINUOUS LENGTHS. i t sabaa)v- «ttttarc,a0a' d s.t31d z le 1 t + ' BOLTS 16'ON CENTER ON BOTTOM&24'ON CENTER _ • 11 ALL BUILT UP FLITCH BEAMS TO HAVE h DIA. / blow va,tipiFlleorot8rt 4 3.t3.2o is able 3.6A Ridge Tension Strap Connection Requirements for Wind'Exposure- ,t- •Deva» ' } 'FROM EDGE.MIN.3�C3'7(1/4"STEEL BEARING PLATE AT EACH END: • • ` D"�"a1°' Floor rteWas.16H Z.5 -.1.2' . . ON TOP ALL TO BE 2 R : 3.131r :�'- ttta.wtr I`~ TOP, (Prescriptive Altemative to Table 3.6) '` • 12 UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 518"FIRE PROOF G.W.B. fleaalfi.pbcs�atJp treu.rorlr«sox or s.t3 2t t.4 ��' y tmutmeti t 4 a X13uitdln=Dir.ntioat �t�:r'rt}�','S.Tt+•= rmnmo► , ' {.. . C , i. _ i� l Dead LwA Annopa tie Aram" . w,` `•. Roti: t Roof Asamobl,DL-18 e•' TO COD Gy •• ,:. , , tin;; i �^Y 1;y':T''y';: a7='+.4.Ci^v res 11-__ . :'`., '''Y�:M ,253�'t__i T j'[r+A^r'.T„s a . • 13) FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENER i - = • CONSERVATION CODES AND FIRE PROOF-HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR 1 FASCIA w.aSmda Loadberirttwa6xetglttY to 3.133a ! ThreesacandoustWi°--ItAarspa >u 90 '°° Ito 120 - 13b 14o fS0 `„�•I✓� JOISTS PER CODE A7 HEARTH IRE P REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12"THICK ' ' - -- Noeto.dbmrLsRwauHd¢d 2A'' 3.133a _ • . R*dPitdt RAO " ltt�°rgdC'®'°'t 'Q1°dso.t>•a`i°°at�am°r 1'ua•s°+s'"'""' . • . 1 $ . ED WIRE MESH 2'FROM BOTTOM TO BE IN THE ' #' SOFFIT' . . wall st°d Spacing 24'o c 3.133b 12 l 1 2 2 2 3 . 3 4 ^ . t AND EXTEND 6'BEYOND FIREPLACE POUR. WELD i i - . FOOTING. . 14} LI' DENOTES 4X4 POST ON 4"X8'X16'CONCRETE BLOCK 3'-0" ' ' - sbw.nib shw,tauttnet�ma' 4' s.t33e ts,3.16 16 1 2 2 2 4 4 4 S s DECK FRAMING TO BE A C.CA PRESSURE TREATED LUMBER. • i' - r� Aeurnau Megan!As - d 1.1334 1.6 20' 2 2 2 s 4 4 s 6 :U10-7. BELOW GRADE ALL laz u 2 2 s s a s 6 T 'DENOTES 3t°�DIA•LALLY COLUMN ON 24'7(24'X12"THICK POURED CONCRETE ,�, at,.r..nst�tmtAtgtaoallado rabls1.17D 3.133a LT u 2 2 3 4 s 6 T a '1SIDiNG :° .- '{... ,;• , 32 2 3 1 4 S T a 9 t COLUMNTO BE FiLLED WITH POURED CONCRETE. ;a';sa.�t :sig°=�-:f,;. '•r'.:.'.tix:>i ',, '��`I I-1i-;'r.�s.-.�­:_ '=^= ;' • FOOTING. LALLY RETE TYVEK4NSTALLBEFOREWIND S r� y:" - - 16 DENOTES 8•X16'CONCRETE PIERS ON 16•X24 X12 POURED CONCRETE _ `'''``" 4 s d T s i - i t • :t t t t •, .. •t •� '/_'OSB OR /�� R lwlarap.t►tBoadaesmn•f•�a) 26' -3.t3Aa - �• 1 t 1 2 = 3 s s t'�etaartttd¢ � ' `-` ' . ' 1. • L4C1 r 1NSUt ATt�i 0. Raft spdat 2r oz. 1.13 4b 16 1 t 2 2 TIDP sora RbO111=1 111=4 QoSi>am SW �(IN%) �,....�::�4-q. FOOTING. A 16 •0N CENTER t : 1 a i s , i 17) BASEMENT SLAB TO 8E 4'POURED CONCRETE. , . S4r't ' �, tom•t5 K1t? $LTi- _ Bavat�vahantIxntw' t«t�or2« I _ m 2 : _ . GYP.BD. 3.13.4c 2.11 s 4 s 6 i CS211 4 ed 4 ed 30' 459 -- .. ......- •;, 18) CRAWL SPACE SLAB TO 8E 2'POURED CONCRETE. ,. t7 jam . _*:-•-. tattar.p.nrs 4:n 24 2 2 2 s %_- •• ' • CONCRETE WITH 6"X8'X6i6 STEEL MESH REINFORCING ON t•tCSn ,atom- at ser• ,0 :y;'•. a-ed 19) GARAGE SLAB TO POURED CO �!k� �••-,(�--�- 'i�1 hake0verbutLeatth' LaxrOrrar 3,13.4e 2.it 2a 2 2 _ :.w :.�„t r . ■ P�� 32 2 2 3 4 S ti 7 a 1 Isla. ,M ' _�_ .�. ;,:. '.,s• _� ' COMPACTED SAND&GRAVEL. PITCH SLAB TO DOOR MIN. /, PER 10. / - • •••- '' •t: fir''' FIRE PROOF FLOOR TO CODE. _ 1 Roof Slope Fiat-tZiz 36 i 2 3 i 1..: • 20) FURNACE AREA TO HAVE FRESH AlR VENT AND s.u.4d - : 2 : 3 - :'; `'::": BLOCKING IN ALL-LOAD BEARING WALLS. i, . . 12 1 1 1 1 tS2D w1owM' 7-tOmi1It 28' to r. • : 21 INSTALL Root RoorDiaphngmAtpactRatlo' rabkl.t6A 3.t3.4a 16 t 1 1 z 2 2 3 s t este e -6t0flxtlt 4.1101 t11 _ 24' tt>ao' :•"i":' Y''; i .. . , 22 FIRESTOP PREFAB.FLUE SHAFT TO CODE. MAX.8'-0'ON CENTER WITH 1 HOUR RATING USE 518' t > x 2 2 s s 4 " ' } ;�_ . . `. A 1 ' 20 1 t • i Mists �lttart34 7-am or e5o s . ` V 2a 1 2 2 3 3 4 s s. I ,.. L SUM sod be tta1�0 vm 0SBP esti d satz<bltlp(SC erAh to toad tedt ft%ter. ~ ' TYPE 7C GYPSUM BOARD: JAMB. DOOR TO ' see MV60M s:u 24 1 2 2 2 s 3 4 s 1 t..claim.bettttoomaoxtertrbdto>m.g.wl�aartoa.o.,motaad 23 SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN.RATED WALL,DOOt2,& /! '• ' 'For tabulated spm I' FINISHED FLOOR �, i s s 4 s a T lad'. s' mss In=tttmttxrossape,�.eatgrc�u leateentamnoauo statatidttp OR 1 • . • �i Y� bX BFLOOR GLUED AND SCREWED 70 JOIST - , 2 = 2 I 4 2 s 6 BE SELF CLOSING. /� VPJNt�c SU = a_nl�acaeeattsb •s:(m)x(�ota7eammr eats .(tzear�att) . . MUS i BE ENCLOSED WITH A 4 HIGH FENCE& APACE ,i 24) IF A SWIMMING POOL IS INCLUDED IN THE PROJECT, R ' 12 1 1 1 1 2 2 2 2 . . . . SELF-LATCHING GATES.TO NYS CODE. TENT EQUILIBRIUM 3 . NSULATION 4��ir �.-t'-_-%.L_. . . . t 16 ' 1 1 2 2 2 3 s • , WfCAiBFFERF1fC1+TaDluZ2A,2 - _ 25) NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMB GKI� __- �- m 1 : 2 2 2 3 s a ' 612 z4 1 1 z 2 3 '3 4, s ; t t t• t t `'� 1. I CONDITIONS EI.GIRDERS,FL.JOIST,TRIM,ETC. IN ALL FULL HGT.CLGS.(CATHEDRAL)&ALL T�\�/ - . • . 4 - - ` � , : : 4 t t t 1; t y 26) INSTALL GALV.RAFTER TIE DOWNS TO TOPPLATES - zea i 2 " 4 2 1 1. 4 S 3 s s t Its s• s p . , 1 I i RAFTERS AT SEASHORE.(SEE HIGH WIND NOTES) . i `" -'~' 11 I \ `' r 2 ' 0�1�Co2NE -_- 36 : 2. 2 1 4 4 2 = •uasosaop Ronitpa so MPH taea�tt r; - 's • M •t, t' 32 1 1 1 1 1 2 24 i13 !Ql ,�, ,r ''+- ' 27) BUILDING FELT(OR TYVEK OR EQ.)TO COMPLETELY COVER SHEATHING. . t . . 1 I(• tt / 7 oO"i 4 I tt�IS , _ 2 � - '' : i 28) IF WOOD'I'BEAMS,MICROLAMS OR EQUAL.ARE USED,FOLLOW ALL MANUF.SPECS.FOR SiTE /Z t .i"1 PC� 3D. t TABt.E R301.5 16 I 1 1 2 2 2 3 3 ` ING &LOADING. t/ n O / MiNIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �' ' 20 I 1 2 s 2 3 ± X0'0 4a 315 leo • i STORAGE,INSTALLATION,DRILLING,BLOCK ��� f�f/�r'�, 39 G l _ 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. �d x121212 to On pounds per square foot) } 24 1 1 2 2 4 4 60 4t5 619 ` I• �W BOLTLOCATED PER TABLE#3.2k, •-�_. -t _ e U5E E.IVE LOAD f; s(.t� u 2 Z z > > + 4 s i 24 I._ !st set , ti,�,i, i 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR THE - r I . ' „ eco c I ENTIRE PROJECT. 1 2X6 TREATED SILL c vPt✓ . -_ . ARCHITECT IS NOT RESPONSICLE FOR THE �! SiLL SFAL UNDER TERMITE SHIELD Attics with limited store es'' 36 2 z 2 3 3 4 s 6 "36 : les 45G TARE NOT INCLUDED iN THE PLANS. ANY ROCK -•• • . 20 1 ` t ONDITIONSTHA FINAL GRADE - ? BP �3 raeakkdatm•a;onragoeesa>ynt<anirted>obem°tupliaenyo.Tororti:minamttoatad.rnttotarw°rixriwins 4e 420 64o re..a�+ 31) THE ARCHITECT ASSUMES NO SITE C '•� .+ Attics with ut b ': '� eorrtrra 60 553 tJ25 `� FORMATIONS,BEDROCK, UNDERGROUND STREAMS,ETC. MUST BE SITE INSPECTED BY A LOCAL " l 1 o store 10 I - ,r t lisp rail•ktat:faeaco�etieoleaeaaaa®..smgloaudtnExpo�e$- , 1' • ENGINEER&ANY STRUCTURAL CHANGES THAT OCCUR THAT CHANGE THE'PLANS ARE NOT THE" ,, \ ' '• . Decksa. I Tabulated ica requirements ata laud m total opGft nations 0.6 ofthe roof assembly dad bad(Db x 10 psp. WFCM REFftfFBCE Tables L N IB ILITY OF THE ARCH iTECT. ` - r"f a �;•' s• raeakua�a«,ian regal--n lease m:1i lam ridge"spacing.raradr�at riaa:eap apauat:tmdt;rlr c e ___3,3 Typical CS I>atanati°a as RESPONSIBILITY 1. E CTURAL WORKS COPYRIGHTPROTECTION.ACTPER UNITED STATES*CODE t Facteliorbalconies '`" ""' ' umttatea�l,te:bry+lK:pprotSe�•ttiw �� 60 ,`�.;s.� . i 32) COPYRIGHTED:ARCHITE " �.• Lw wage oasweiat fie) 12 16 19s a 4e {, t t , t . . t ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1,1990,INCLUDING THIS SET OF PLANS,IN _ if"- Fre escapes es 40 �---- Multiplier 1.00 f3s 1.60 200 400 ' i - , TERMS OF OVERALL FORMAS WELL AS THE ARRANGEMENT AND COMPOSITION OF.SPECS AND 2 P.C.SLAB AT CRAWL SPACE =' ' s NRrm the tabulued number of talk r.Qaaed m cath sad antra map s equal to 1 a d the framing is attached in ataxdance frith - ,....: :.> .. _j' :, 1 THE DESIGN FOR A PERIOD OF 75 YEARS: 8'P.C.FOUNDATION WALL' f; Guardrails and handrailsd 200 I , ELEMENTS N i r ; .%+ % -.B Tsbk 3.l.the ridge strop sad addiGc W aging is Da mquimd. '• clad steno Roof Span SO M 109 NPH the memha of tOd oaarao.eta0s tagoved a+e.3t sad ordte eo>lsatic soca twl y fdT5i6 • WheaaoollarUalatoediatimofa I t . WIDAMPROOEING ON EXTERIOR -, -. ^ t� - • 50 t aaexdwetabulatedmrmber aaas3aASted cep•«00t'�rotlzdboxma0abeachcadofibecouatie ,.:, ,. Z YORK STATE DATED JAN.1,20I:J Guardrails in-fill colli onents t. Z4 ti9 2� WITH RESIDENTIAL CODE OF NEW r I ".; _ . -"-'- i or baeomam /��, COMPLIANCEt •i • PassengervehiCle era eSn $Qct µ,a neeanoteaeeeameubnhtea,mmberorlodboxnaaaioast«!map 12.O.0 -36 - 280 408 r_/ I Ground Wind Seismic weathering Frost Termites Decay Winter Ice shield Flood Air CLEAN SAND BACKFILL �` •. '• •~� ' •' • ' 1-il4-TA ria �an>xorAsrlaA6ssgaa•33rte�arr�i,ala� 5 '�_ .. vee gettnp I 4. 391 ... 3 underia Hazards Freezing .. ,- Rooms other thansltx in rooms 40 i r� 1 yet '685 F, r 'ri? -r:; I p ign lane Design Y 9 I , ' - miN114 uli ! _ 23y 35g ., : ' load (Mph) Category dept. Temp meM' Index a _�� '.;.'x• Slee in tootrls 30 ( !t ' tl'oG 36 _ _ - __ _ .-W '�I, f^ EMSEDIoIi raT i 1 'til' R R, re aired p,-t .-` h 16 X 8'P.C.FOOTING W1KEY t 'r � Stairs 4T I • 4s _ 508 _ �2e Sita Q'(i I ZO PSF Z' �r severe 3a" Moderate Slight- 11 F Y ON VIf2GiN SOiL 8 M!N 3'D'BELOW GRADE - .. _ a - -tea moderate ` LE R403.1&PG.R403.1 1 �, .., _ - t For Sl: 1 a ° ' _ i 6D• . . 641 _ _ 913 , COMPLIES WiTH TAB ( ) i p01i ' s9 Typical BP nt+t ► o vg astinwiltuliam -w*X-24 lily art foot=0.04791c1 Utnz 1 vers inch=645 mtltz t.thin ►trpG6 bear m!s sad toad ane too teat 1 pound=4,45 N, fee.for ow al is hst arias,oto, a vativ ie tt.eltpied by ti •a�A-. . • . . . . . ' i- . r a laevatedgaragefloorsshallbecapableofsetpportinga2,000-poundloada , installed [,---,- --_------ • &Tib udWobuedonsm ot33 - .t P- with a MudSlll3 Tibed _ 0 dtlasttieaamxda7aanmltatpAtedtofeetutdamatQtntato�aaalmlQoftfret ---- - r,. . ! . _ I: CONFIRM DRAINAGE OF SOIL,'tF INADEQUATE, . I plied over a 20-square-incl!arra. Anchor Bolt , ,ole 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements ' ' INSTALL CONTINUOUS FOOTING DRAIN TILE TO i_ tl Applies to attic spaces meeting the requirements in Section R8024.1 for .•vi".• +i'-�;; ;{ ;c -,,,:;,:,_�k- �i=:y,,�.;; �F,,;,� ,- .sd�� �_ . 1` (Prescriptive Altemative to Table 3.9) 1 ` STORM D - conventionalceilin joists and Section 11802.10.7fortrus. .Attics without _ . • i i• • RAIN. storage 1 - - - - ' i'. ' : . • Dead Loud Assumptions:Roof Assembly DL-10 sf g _.... i i r F 1 less than 42 inches,or where there are not two or more adjacent trusses with a . . • t p y :_. �' ; i,• the same web configuration capable of containing a rectangie 42 inches high - Roof Li.e Load Ground Snow Load •) 1 ., - ...•;= .a•'••:'•.... .. __.... ..'_..... _ __ .._. greater,located within the plane Of the truss For auks f 2 20 psf 30 osf 50 psf 70 psf„ . . . . . : not ossa concurrently i Roof Span(R.) ' by 2 Leet wide,or - : without storage,this live load need be assumed to act co cu ntly with CONCRETE COMPRESSIVE STRENGTH j SEVERE ] . _____.,,,___,-„-_ anyotherliveIgL_ uuircments._ - .i • "•..-•- ---• . able 3.48 • . . . . - - • T Uplift Strap Connection Requirements-Exposure B " t2 2a 36 12 24 36 l2 24 36 12 24 ?6 3 000 PSI GARAGE SLAB 3 500 PSI BASEMENT WALSLAB _. a___ e n - t (Roof-to-Wall,Waft-to-Wall, and Wall-to-Foundation) LS Ratter Spacing is t at.• ___ __ - ; Table 3.2A 5/8 Anchor Bolts - Sill Plate to Foundation Connections Resisting • � (Prescriptive f Rafttrslnpe try) Required Number ofl6dConentonoraOdBoxNaikperHeelJoiatCcartection " - • a Shear Loads from Wind - Exposure B i -Table 3.2 Sill or Bottom Plate to Foundation Connection Requirements fol I 12 a 7 I° a I t2 6 11 ' t7 B 15 22 ' ' 16 5 9 l3 5 l0 15 8 l5 22 t0 20 29 Dead Load Auttmptionr.Root7CeilingAssanbly DL-15 list 3'12 t9 2 6 l l 16 6 12 18 9 l8 27 l2 24 35 Table 3■ Wind - Exposure B Three Second 2a 7 13 19 9 15 2b 9 Is 33 15 24 4a . -. 1 Nailing Schedule (Prescriptive Altemative to Table 32) -, Number of Number of •; speedas 90 too 110 120 130 140 iso l2 3 5 B 3 6 9 S 9 13 d I1 17 Joint Descriptio; Common Nails Box Nails Nail Spacing Three Second Gust Wind (mph) 85 90 100 110 120 130 140 150 ltmth�m NamaberoradC umanNatbs«lOdBuNab 16 4 7 to 4 a t2 6 u 17 s is 22 -.... ........:_>•.r :. •.... • _ n 4.12 x•,. .--. Foundation Building Dimension 5/8"Anchor Bolts DatdI,oadAssn t3ona:Roof/Ceilin Assembl DL=15 WallDL=60 hf F�i°t °tii°I (Rl isEaehF„eort-1N'am s baa° tsap"M 191 a 9 12 5 9 14 7 14 20 9 18 27 1 g5 90 100 110 12 1 1 1 2 2 2 3 3 24 5 10 15 6 12 l7 9 l7 25 1l 22 33 OOF FRAM1t1�1G Winds h I :R ltd Three Seco Gust Peed (mP - - 1a 0 9 Perpendicular s a 7 1 s icula o 7 ltd l 3 ,2,3 1 2 3 4 6 16 Y 1 -2 3 2 S�lpporting Pape 1,7,3 - 3 3 1 Number of Bolts Required in Shearwall Line Number Roof Capacity of Connection 1 • Rafter to Top Plate (Toe-nailed) .. (see Table 3AA) (see Table 3AA) per rafter Shealwall Line 00 20 I 1 2 2 2 3 3 4 ; 16 3 6 8 3 6 • 9 5 9 14 6 12 18 Ceiling Joist to Top Plate (Toe naz'led) (see Table 3.4A) (see Table 3AA) per joist t 12 1 1 . 2 2 2 2 3 3 Connections of Span iz 24 I I 2 2 3 3 4 4 5'1z t92 a 7 to a a tt 6 tt t6 1 4t 21 . Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) (see Table 3.9A) >eP , . U L S U L S U L S U L= S i27 Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap t)l . • 16 2 2 2 2 3 3 3 4 Stories (ft) 28 t 1 2 2 3 4 4 5 ' 24 a s 12 s 4 to 7 to 8 4 to 10 Collar Tie to Rafter(Face nailed) (see Table 3.6A) (see Table 3.6A) per tie 20 2 7. 2 3 3 4 4 5 12 - • 96R 2 ' 108R 33 ' 133R 67 ' 161R 32 t 1 2 3 3 4 5 S 12 3 3 5 3 4 5 3 5 8 4 7 10 Blocldrtg to Rat3er(Toe nailed) 2-3d 2-lOd each end 24 2 2 3 3 4 4 S 5 - 36 1 2 2 3 3 4 S 6 ! 16 3 4 6 3 _ S T 4 7 l0 S 9 13 Rim Board to Rafter(Fnd-nailed) 2-16d 346d each end 28 2 3 3 4 4 5 5 6 26 12 50 92 7:t2 .. . 32 3 3 3 4 5 5 6 1 85 4 3 3 6 3 5 3 ,:. :<. : 33 a a • 24 0 23 67 1' ' ... . 2 I 1 rl •2 2 3 4 4 5 ll2 ;._ 3.. . 4....3 12 1 6' 8 - 4"- "'B - 12 5 IO 15 :::_ . WAl L FRAIWNG . 7 16 I 7 10 5 10 15 7 l3 !9 . . .. ins i s 1 Story 36 3 3 4 - 4 5 6 7 8 1 2 20 , Tcp Plate:�Top Plate (Face nailt� 2-164' 2-164' per foot N ,t 28 27 44 103 167 16 24 1 2 2 3 3 4 5 6 16 3 3 S 3 a 5 3 S s a T to Top Plates at Intersections (Face-nailed) 4-16d 5-16d ' joints-each side n i. 40- ' 3 3 5 6 7 7 9 32 2,5 55 120 192 28 1 2 2 3 a s s 6 9.tz 19.z 3 a 6 3 a 6 3 6 9 a 8 1z . . Stud to Stud (Face-nailed) 2-16d 2-1 Cd 24"o.e. . 50 4 4 5 6 7 8 9 11 Sill Plate to Foundation 36 33 66 138 217 sz t 2 2 3 4 s 6 7 zea 3 s 7 3 s e 4 a 11 s to*_ 15 Header to Header(Face-nailed) � 16d 16d 16"o.a along edges -p 60 4 5 6 7 8 10 11 13 - - 36 z z 3 4 4 6 7 12 .3 3 3 3 .3 3 3 3 5 3 a 6 '-I 70 5 6 7 8 9 11 13 15 (Crawl Space or 20 • IS1R • 169R 7 ' 209R i,7 • 253R I2 1 1 2 2 3 3 4 4 16 3 3 4 3 3 4 3 4 6 3 5 3 . Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud C 80 6 6 8 9 I i 13 14 17 Basement) 24 - - 82 16 1 1 2 2 3 a 4 S t 12:12' t91 3 3 a 3 3 S 3 5 7 3 6 9 • rel 1 20. 3 3 3 4 5 5 6 7' 2 28 - - 43 107 20 i z 2 3 4 4 S 6 24 3 a s 3 a 6 3 6 9 a 8 11 Bottom Plate to Floor joist,Baadjoist,Endjoist or • 2-16d'? 2-16d's pet foot a i;• . . -, g 0 ) 171 i 24 3 3 4 5 5 6 7 8 60 132 191 2a t 2 2 3 4 s 6 7 t Bloekin ace nailed (n, i, 28 3 4 4 5 6 7 8 9 32 Nailing requirements shall ills permitted to be induced 25%if nails ate clinched 36 6 78 •157 25 2 2 3 3 4 S 6 a i s Fleet joint connections are not requited when the ridge k supported by a wadbeariag wall,header or ridge beam designed to resist we applied • FLOOR FRAII�IG - .. i . 32 4 4 5 6 7 8 9 I1 28 - • 206R . ' 231R - ' 285R 47 ' 345 . 32 2 2 3 4 S d T i t bads. Z li 10 12 3 32 . - 0 72 36 2 2 i a s a 9 i p proportionally zP 36 4 5 6 7 8 9 r When intermediate support of the rafter is provided by vertical struts or purtins to a loadbearing wall,we tabulated heel joint connection . . •.. ....•.'...;::.._; .. .:..,•:::.-:.':.;:,... ..•.:.. •. . ,, .. actio i Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-1 Od per joist 2 Stories t requirements shall be ermined to be remueed ortanall ro the reduction an. Jrdgirg to Joi: (Toe•-n ped) 2-8d 2-1Od each sad i 40 5 S _6 7 9 10 12 I3 _...__ 36 18 97 12 1 2 2 3 3 a s 6 } 2-Hd 2-lOd each and - 16 1 2 2 3 4 S S d Equivalent connections are required for ailing joist to ailing joist lap splices. Bloc king to Joist(Toe-nailed) 50 6 6 8 9 11 12 14 16 Blocking to Sill or T Plate 3-164 4-164 each block 12 - 79 4363 2 89 4363 33 109 4363 67 132 4363 20 2 2 3 3 4 S 6 ' Tabulated hat joint connection requirements do not include the additional weight of the ceiling assembly. g op ) 60 7 7 9 11 13 15 17 19 12 50 92 2a 2a 2 2 3 a 5 6 7 a Ledger S t0 Bram(1,ice-nailed) 3-164 4-164 CaCll joist 1C - s Tabulated hest joint connection requirements assume ailing joists or rafter ties are located at the bottom of the attic space.Whey ceiling joists t ' 3-16d tx Dist 70 8 3 10 12 15 17 20 23 ' 23 67 117 2g 2 2 3 4 S 7 a - or tauter tics are located follow higher is the laic space,no arae storage a assumed and the tabulated heel joint connection requiremetets shall be oust on Ledb-to Btem(Toe-tlatTed) 3-8d P J 80 9 10 12 14 17 19 23 26 20 2 _ .-__ . increased by the Collaring Castors: 1 Band Joist to Joist(End-nailed)• 3-16d .4-164 - perjoist 1 24 !0 33 85 142 32 2 2 3 S 6 7 9 - Band Joist to Sill or To Plate(Toe-nailed) 2-164' 3-I6d .per foot 28 4 5 6 7 8 10 I1 13 Ceiling Height/Roof tiidga Hest Joic.t Connection 28 17 44 103 167 36, 2 3 4 5 6 a � i Height(HcJHe) Adjustment Factors 1. Prauriptive limits am bund on assumptions in Table 3.4. . . P (T ) .:..:... %.:.:.:. :.. .: .. - , a m . c:.7 :....' ..., °:: 14 In z 32 5 5 7 8 9 11 13 ROOF SHF-ATHIIVG=:: '.:'' °••.•_.:' 36 S 6 ,7 9 10 12 14 16 32 25 55 120 192 : tabulated°plittotm>rasi°nregoirm+entsassmae t,mldiotloated' Fspawre8 H. .-r r�\ to is I Struttlral Parrls 8d I Od (see Table 3.10) 40 6 7 8 10 12 13 16 18 Wall Bottom Plate to 36 33 66 138 217 f . eilihsted uplift wmmaaon tequiremeats assttate a roof and cubist aata.bly dead load of 9 psf(0 60:15 pd-9 ps!) ifis tt ne ; 3 Stories 40 7 8 8 12 14 17 19 22 Foundation 20 - 79 4363 - 89 4363 7 109 4363 57 132 4363 ccMitt assembly ism present or if the«tiling as a mtbly is not etmxcted to the roof assembly,the tabulated anmber of tast7:sbari ( - � ver 125 Diagonal Board Sheathing - be inrteued by 1 small at&,elk and of rSe map + l!5 115 __ i"x6"r.1"x8" • 2-8d 2-10d Pa rapport 60 9 • 10 12 14 17 20 23 26 (Slab-on-Grade) 24 25 82 4 Minimum ASTM A653 Cxade 33 steel strap. I U6 t.z 1"x10"or wider . 3-4d 3-10d Per support 70 10 11 14 17 20 23 27 31 - 2 28 - - _ 43 107 . 1/10 1.1I I . 7' the rafter ties may exceed 314 inch wF n rafter ties are located above one-third - - - acquire additir al crotsidecatioa . ... •:... ..... , ;;5,'i:;_r :=.•-'' :1'.'..CEIIrIH of the ride height,Hu orfwh n He's greater than 2 reef and may G SHEATHING:::..: :::'`x%:;.':.•::, ,;':.•.;.?.;::,',:' ,..•:,:. :. ..: . 80 12 13 16 19 23 26 31 35 32 - • •... ... 60 132 " " Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1 1.4 1 36 6 78 157 ) s . GypslmWaUboard 5d coolers 5d coolers ' 7'edge/10 field • ' 1 Prescriptive limits are based on assumptions in Table 3l. 28 _ 79 4363 - 89 4363 . 109 4363 47 132 4363 I' Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateralali�d�i©arCon"iectionl • ' t.- •;'.,.,.,.;•...;..;-..,.,;-.. "'-. ,•..-....,,...:>..�. ::: . ..:,.::- -- •::..,.. :r'' z no case shall theanchorbolt _ �' Figure. 3.Sa Cor ,:,.. ..:. ;_..-. ....:.•••�•.,;.:- ,:;::, ;•:.. •.._..:.,:...,.:_ . .• :TVALL.SHEATHING '... ...,.- :`' ::::•:::_ '`':: •. . Anchor bolts shali be uniformly dtstn'btlicd along the length of the sheatwall line,and in 3 32 _ 6 72 Requirements Exposure Bn er Stud'}1A�C)C own :_. .-..... . 8d I Od (see Table 3.11) � spacing exceed 6 feet on center. For other anchor bolt limitations see Section 32.1.7. _ _ _ _� . , . . . StrucnaralPanels _ .._ - -.. _.....-- I� _ 97 ` Detail 3 Studs With Fiberboard Panels ', . - I 3 Sill plates aye assumed to lee treated Southern Pine. 36 - - i - --- --_= - -. .e 3.213 Bottom Plate to Foundation Connections (Anchor Bolts) Resistin BIOCk121g (Prescriptive Altemative to able 4 7116" 641 - 3'edge/6"field ------------__.__..._. _ _. W d E are B 25132" 8dr . 3"edge/6"field : . - -- . / m In - p 5 - _ ---- . - - Lateral and Shear Loads fro x o Three Secotfd Gust Wind Speed(mph 85 90 100 110 120 130 i40 150 t' r (Prescriptive Altemative to Table 32) " i able 3. !r - Sill or Bottom Plate to Foundation Connections (Anchor Bolt •�' �� Rafter�CeilingJoist welt Numberof8dCommonNai "10dBoxNails(Too-nailed) ' : Gypsum Wallboard Sd coolers Sd coolers 7 edge/10 field � 1 . - •• - Hardbcard 8d 8a (see Table Resisting Uplift Loads from Wind-Exposure B ,,,, „ ' . Partic?eboard i?zsels 8d 8d (see manufachmr) - Three Second curt wine 90 loo u 0 1 zo 130 140 1 so SPacutg(in) Height(ft) Rexiuired is Each Rafter atld/or Ceding joist m Top Plate Conaecrion O B 1 o C ki tug a t 24 •d.C. (Prescriptive Alternative to Table 3.2) ' speed(mph) /1'rb1�'1^/ . ' 1. Diagonal Board Sheathing . i; 1"x6°or 1"z8" 2-84 2-1Od per support � ;i on,Platen. Dun tion Attestor n st. 8 2 2 2 2 3 3 3 3 I L /S ,t Coarfetlion Res__ Foundation Supporting Maxi Anchor Bolt Spacing(n.)' 12 1"x10"orwider 3-84 3-lOd per support - Threesecanecnstw;nd Bs 90 too llo 120 130 140' Iso 10 2 2 2 2 3 3 3 3 or Eons .. ;. .. Bottom Anchor ' Lstera►andShar SI swell .. 1R•Atteh O . Speed L- -..•.. ::•; :„a.•:.:..:-:..xs_:_.- :: ..:,-... :_. .; :-_"_, Fotmdation Supportm Maximum Anchor Evh Sparing(in.)'� Ate__Eois 10 2 2 3 3 3 4 4 4 • FLOOR SHEATHING Plate to Foundation Anrb t b l � 1.3 dories d ' .r• ,t: •.�. - ,, CoanenionResistin 8 � Loads 5/S• 16 - + • : .::., • _' 6'End Zones ,, 1.3 Mo:is 45 8 3 3 4 4 5 5 5 5 • • ° '' Structural Panels _ `, ' Prescriptive limits are based an assumptions in Table 32. 24 • •, . 8d 10d 6"ed 112"field 1-3 stories 72 70 49 39 33 28 25 23 ' 1"or less 8e ,• � Uplift Loads ,. t ! s When anchor bots are used to resist uplift,lateral,and star loads,the tnaxuntem anchor bolt spacing shall not exceed the leaser of 0x ubulated -1 I 10 3 3 4 4 $. S 5 '6 1.101 d CI O W n a Interior Zones . gait,than]• 1 Od 164 6"edge/6"field ., values for uplift loads('fable 32C)or lateral and than lords(Table 32B.For other anchor ben lirnistioas see Section 31.1.7 and 312.3. , . Cf ) Pmeriptive limits are based oa atxumptions in Table 3.4. 2-1.64 Common ' �, 1.3 stories 72 72 57 45 3S 33 30 27 __._ .. 3 Tabulated anehm bolt spacings for lateral and shear loads assume walls are sheathed in accordance with section 3.4.42. For other wall sheathing 2 s: . • ,t Dia@esna.Board Sheathing Prescriptive limits ate hued oa assumptions is Table 32, i nails at 10 O.C. 1"x6'or 1"x8" 2-8d 2-10d per support 2 when anchor bolts are used to resist li lateral,and sbw loads,the maximum anchor bolt m Shall not exceed the lesser of the tabulated types the tabulated anchor bot spacings shall be multiplied b y the appropriate sheathing type a.+iumnat f^^tor in Table 3.17D,but is no case stall r Tabulated cots joists requirements assume a building sum or m Exposure B. nes ft spacing anebor halt spacings exceed 6 fen on aster. When ceiling joists ace instatle�parallel to taftas,the sum of the the-roils is the-after sad cealiag joist shall equid or exceed the 4, 0 - . i"X10"or wider 3-84 3-1Od Pp atPPort value foruplift bads(fable 32G)orlatera!sad aha loads(Tabk 32B).For outer anclror bolt limiutions sxS«tioa 3.21.7 and 3223. --- • For three second gust wind speeds grater ben 1]0 mph wiffi a tabulated latent value from Table 3S gteates aaa 262 plf,latent conaeraiotu shall tabulated number ofnails required_' Nailing requirements are b:,.eed cawall sheathing nailed 6 inches on-center at the panel edge If wait sheatl►ing is nailed 3 inches on celtter at the 1. 1 �. _ .. . ... ..... .. . .. ._. . .. _ _- - r_- _ + sldc or gjo st when fastened to a 2x4panel edge to obtain higher shear capacities,nailing regtivanentts for structural members shall be doubted,or attemate comltxtors,such as shear .. " __- _ tie aetetnem«uweg the wads from Table 3.s. To avoid sptittitlg,Ito morn than 2 toe nails shall bee installed is each ' ofa faft4x scilla ' i •COMPLIANCE W/20' 0 CODE'; corner stud , - date or?roc-nails in each side when fastened to a 2x6 top plate C0nn@Ctt?ci tQ . i t1 :_:, ... . . ._ ... . _ . ... h! plates,shall be used to maintain the load path. .. -._... __ . . , .._. . _ _..___ .... _. ._ _..._;-._.-. _.--. . . . _ .._. 2 When wA sheathing is continuous over connected members,thte tabulated number of nails shall be per6lied to be reduced to 1-16d w pex foot. I . transfer`s ear' B `BY . . . WOOD FRAME CONSTRUC T'I�ON MANUAL 2041 EDITION USINC� 2 check IBC for additional requirements. -- Corrosion resistant.!1 gage roofing Dails and 16 gage staples arc petnf-tted, . . - - - - ; . . .. ETH O . �% . . . .. ��H � k . . _ , - ata ..: .. . . . .. .. . a x,/4 TE R SILL TE . . . .. . '. t . PRESCRIPTIVE DESIGN M D DIAMETER BOLT PER� TABLE' 3.2A & '3 2B if ,2 G _ . _. . CENTER SPACING INTO FOUNDATION•WITH1" x' a B.P. PLA OVE PLA c,`�13'`� �� ' ,� - N.Y.S. RESIDENTIAL 14 ` i ` . t - ..�_•_.r.-_..._... ._ .. . ._.•_..._.__ �� CI ;W-. COQ. . _. --- + " EACH O FIRST 1 .C3A3�' �AF>F�LL: . _ . N �- �: _ _ E 41 STRUCTURAL SH I : . . . • .. . G 'flit • .. . _. . . ..... _ e' •`• .f s 1 2 fj S1 �4 STUDS, 1 FLOOR WALL STUDS TO 2 FLOOR WALL STUCiS, WALL STUDS AND TOP• I C 'R E00 HOUSE RATIO LESS THAN. TR SHEATHING ' r t - ; TO BE FULL HGT. SECURE-LO•TOPPLP:TE.. , * + , ;, ° u. - 1 - PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR_ 2X4 CO!LAR . . G1 TIE iN' . �_ ,«_, ' ,.SCALE; . AS ' NEW YORK STATE RESIDENTIAL CODE. L� UPPER'THiRD OF ATTICF.T '16" ON CENTER. • . . • . 1 . , � NOTED; �_hJ t . .. .: i. '.;. ASPHALT SHINGLES' ROOF PITCH Liss`. . .$ 01< MAX 4 G SOK cP� �- ;` . FOLLOW NAILING SCHECULE R905.2.6 MIN 6 FASTENERS PER _ ,t-� 2°Jo LAS -�j. T ,�7+� Q`°;= 3 I - (i) �� . SHINGLE, BLDG. FELT, INSTALL PER R905. ..7 I . ' ' . ' ' Q `•; F ). ti3 E'L`I 7 2.'Z I c.� v t�l1 h()- (; I - . �. .. . --- ...._.... . . i (ICE SHIELD. REQUIRED'FOR 1sT 24" ABOVE START OF INTERIOR WA-1,L) N.Y•z. BLDG l .�'T � I� 6� 3� -O S t�po7 UPS } / . ; `�SUTER AND SUTER• PO� BOX 1709 -°Q1. 1.10GUE, NY"-11959 • (63"1 Y 653-'367 ' . �..�� . . ._ . t Y - _ y t i >~ ;CODE-TABLE R301.2 2 WINDOWS TO MEET D.P. RATING OF Mlt�.40 -- G-Lq. r v a Ate. DATE: ' �. 6-a � � o,� 1. . - 1 .