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HomeMy WebLinkAbout51168-Z �o�Os�FFQ Gt. Town of Southold 10/9/2024 a y� P.O.Box 1179 0 53095 Main Rd G4�� �o�g } Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45565 Date: 9/19/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 43100 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 59.4-2.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/5/2004 pursuant to which Building Permit No. 51168 dated 9/11/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including attached garage,to existing single family dwellingas applied for. 10/9/2024 Corrected for Building Permit number only. The certificate is issued to Buflcins,John&Deborah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 2077207 1/22/2007 PLUMBERS CERTIFICATION DATED G v Vioignature o�oS�FFOI,�e0 Town of Southold 9/19/2024 0 Gy< ` P.O.Box 1179 co F� 53095 Main Rd oy�� ao� F Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45565 Date: 9/19/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 43100 CR 48, Southold . SCTM#: 473889 Sec/Block/Lot: 59.4-2.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/5/2004 pursuant to which Building Permit No. 41243 dated 12/27/2016 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: additions and alterations, including attached garage,to existing single family dwelling as applied for. _ The certificate is issued to Bufkins,John&Debra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 2077207 1/22/2007 PLUMBERS CERTIFICATION DATED 4 th i ed Signature oFso�Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' 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#: 51168 Date: 09/11/2024 Permission is hereby granted to: John A Bufkins 43100 CR 48 Southold, NY To: ADDITIONS &ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES BP#41243 Premises Located at: 43100 CR 48,Southold, NY 11971 SCTM#59.-4-2.5 Pursuant to application dated 08/05/2004 and approved by the Building Inspector. To expire on 03/13/2026. Contractors: Required Inspections: Fees: PERMIT RENEWAL $264.30 Total $264.30 Building Inspector TOWN OF SOUTHOLD �aa -BUILDING DEPARTMENT co 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#: 41243 Date: 12/27/2016 Permission is hereby granted.to: Bufkins, John 43100 CR 48 Southold, NY. 11971 To: ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS.APPLIED FOR. REPLACES EXPIRED B.P. # 37823 At premises located at: 43100 CR 48, Southold_ SCTM # 473889 Sec/Block/Lot# 59.-4-2.5 Pursuant to application dated 12/27/2016 and approved by the Building Inspector. . To expire on 6/28/2018. Fees: PERMIT RENEWAL $264.30 Total: $264.30 Building Inspector TOWN OF SOUTHOLD �� coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • Q� 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#: 37823 Date: 2/22/2013 Permission is hereby granted to: JOHN & DEBRA BUFKINS 43100 CR 48 SOUTHOLD, NY 11971 To: ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 35125 At premises located at: 43100 CR 48 SOUTHOLD SCTM # 473889 Sec/Block/Lot# 59.-4-2.5 Pursuant to application dated 111212009 and approved by the Building Inspector. To expire on 8/22/2014. Fees: PERMIT RENEWAL $264.30 CO -ADDITION TO DWELLING $50.00 Total: $314.30 Building,Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35125 Z Date NOVEMBER 2, 2009 Permission is hereby granted to: JOHN A & DEBRA BUFKINS 43100 CR 48 SOUTHOLD,NY 11971 for . ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP # 32877 at premises located at 43100 CR 48 SOUTHOLD County Tax Map No. 473889 Section 059 Block 0004 Lot No. 002 . 005 pursuant to application dated NOVEMBER 2, 2009 and approved by the Building Inspector to expire on MAY 2, 2011. Fee $ 528 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32877 Z Date APRIL 4, 2007 Permission is hereby granted to: JOHN A & DEBRA BUFKINS 43100 CR 48 SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING .DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 30813 . at premises located at 43100 CR 48 SOUTHOLD County Tax Map No. 473889 Section 059 Block 0004 Lot No. 002 . 005 pursuant to application dated APRIL 4, 2007 and approved by the Building Inspector to expire on OCTOBER 4, 2008 . Fee $ 528 . 60 I Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. . BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 3a� 7-7 k-� PERMIT NO. 3 Z Date DECEMBER 1, 2004 Permission is hereby granted to: JOHN A & DEBRA BUFKINS 43100 CR 48 SOUTHOLD,NY 11971 for . ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR r at premises located at 43100 CR 48 SOUTHOLD County Tax Map No. 473889 Section 059 Block 0004 Lot No. 002 . 005 pursuant to application dated NOVEMBER 29, 2004 and approved by the Building Inspector to expire on JUNE 1, 2 6 . Fee $ 528 . 60 \,-- /t ' rized Si ORIGINAL Rev. 5/8/02 UCIVAAM a ���������n�n��Ln�n�n�nrn��n�n�����nr. t. RPn���n�n����En�L3E. 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 5 CSC Upon the application of upon premises owned by 5 5 5 JO N BUFKINS CTY RD 48 DEBRA&JOHN BUFKINS S S D 48 SOUTHOLD, NY 11971 SOUTHO D43100 N Y TY R 111971 5 S 5 5 Located at 43100 COUNTY RD 48 SOUTHOLD, NY 11971 5 S c 5 b N ti li Appcaon Number: 2077207 5 5 Certificate Number: 2077207 c� 5 Section: Block: Lot: Building Permit: BDC: ns11 S 5 3 06t3 5 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located,in/on the premises at: S 5 First Floor, Second Floor,Attached Garage,Outside, 5 5 S 5 A visual inspection of the premises electrical system, Limited to electrical devices and' wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of January,2007. 5 Name QTY Rate Rating Circuit Tyne 5 Miscellaneous 5 garage&2nd floor addition Skitchen renovation 5 SAlarm and Emergency Equipment 5 Sensor 6 0 Smoke 5 Appliances and Accessories S Exhaust Fan 1 0 F.H.P. S 5 Wiring and Devices 5 Outlet 28 0 Fixture 5 SFixture 28 0 Incandescent 5 SOutlet 48 0 General Purpose 5 5 Receptacle 31 0 General Purpose 5 Switch 24 0 General Purpose 5 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer S Receptacle 3 0 GFCI c seal � 55 LThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. c 5, 5 rJ�rJrJ�r.Pr�r�rJ�cfrJcl�rPrJ'rJ�rJ�cPcJ��.PrJ'cJ��Pc1rJr�rJcJ�rJclrPrJ�r l�cP�PrJ�rJ�rJ�r�rJ�r�JrJcPrJ�r�rJ�r nr�rJ�rJ�r�rJ�r�r1'r f RPLr PLPL L3rL3rrJL M o E ����r���rsr����.nLn�Ln�nLn�n�n���n�n�n�n�n�nr��n�n�n����n�n���n�n��LnLn�nr:Y09 1PRn�� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE '5-g� > -,;t 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 - S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 DEBRA BUFKIS DEBRA BUFKIS C5 5 4NORTH RD.3100 CO RD. 48 SOUTHO D, NY 11971 5 SSOUTHO D, NY 11971 c� 5 Located at 43100 RT 48 SOUTHOLD, NY 111971 e5 5 Application Number: 2087609 Certificate Number: 2087609 5 5 PP c5 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 5 Residential � ���� 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,Outside, 5 5 es electricals stem limited to electrical devices and wiring to the extent detailed 5 A visual inspection of the premises y g 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 22ndDay of January,2007. 5 5 Name OTY Rate Rating Circuit Tvve 5 5 Service 5 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb SMeters: I 5 5 5 S 5 5 5 S 5 5 5 5 5 seal 5 5 1 of 1 A 5 5 h presence f raised seal a he I 5 5 This certificate may not be altered in any way and is validated only by the p e ce o a r is d s t t location indicated. 5 5 o ��������� ���000E�03JOU ��������������Ln� o �O�a0FS0�ryol° TOWN OF SOUTHOLD BUILDING DEPARTMENT • 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#: 51168 Date: 09/11/2024 Permission is hereby granted to: John A Bufkins 43100 CR 48 Southold, NY To: ADDITIONS &ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES BP#41243 Premises Located at: 43100 CR 48, Southold, NY 11971 SCTM#59.-4-2.5 Pursuant to application dated 08/05/2004 and approved by the Building Inspector. To expire on 03/13/2026. Contractors: Required Inspections: Fees: PERMIT RENEWAL $264.30 Total $264.30 Building Inspector joF/ 3 � 765.7 802 BUILDING DEFT. INSPECTION �OUNDAXTION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C-�_�kn DATE �3 � INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:— DATE , / � � ��� INSPECTOR fo� ` 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOU DATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �/ 22 / J pf Sol/pxx y O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO MATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: '� ✓' 1 DATE f //0 INSPECTOR pf SOUly� o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION )1"'FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: .�-� -- DATE e �� INSPECTOR- Hof sour TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION o REMARKS: gz2vm- �Z? 2=:� 1 4- -63 . DATE INSPECTOR cr pF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 �,t(og INSPECTION [ ] FOUNDATION 1ST/ REBAR [' ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Ilo INSPECTO J IJ I_ I ' NOV 3 ® E; JAMES J. DEERKOSKI, P.E. 260 Deer Drive f Fln-G. CEPT Mattituck, N.Y. 11952 0+= SOUTriOLD (631) 298-7116 To: Town of Southold Re: Septic Survey John Bufkins 43100 County Road 48 Southold, NY 11791 To Whom It May Concern: This letter certifies that a septic survey was performed on the above mentioned property, and the existing system is in good working condition, and is more than sufficient to carry the new demands put upon it by the proposed addition. Any questions please feel free to call. C Si•cerely ,� Jame ee koski P.E. FIELD INSPECTION REPORT DATE COMMENTS :;�ol - n,3 . FOUNDATION(IST) ----------------------------- C FOUNDATION(2ND) z J 1/ /o lo c- ROUGH FRAMING& - PLUMBING a�u�) -!k 07 oQ x INSULATION PER N.Y. STATE ENERGY CODE r n - - D FINAL ` r \ JI s 4 Wro r lr l i N ADDITIONAL COMMENTS '1 Ia-a —I!v �r'�e aSZ `` on 4 o . x � d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAj L Board of Health SOUTHOLD,NY 11971 i 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check °j5 .DJ Septic Form N.Y.S.D.E.C. Trustees Examined ,20. Contact: Approved ,20 Mail to: Disapproved a/c--VV L F r' hone:/� �1-76.-617 V z� Expiration _,20 ` uil g Ins a for APPLICATION FOR BUILDING PERMIT Date 20 D ,o�� INSTRUCTIONS a. This# lication 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 acid of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. ;- c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Ao j,4 . k�, (Signature o-mpplivIlor name,if a corporation) 3/o(0crf- 4 a)Sou4-kv a I I 1-! (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (�f A)v.o r I 7 Name of owner of premises .per, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other-Trade's License No. 1. Location of land on which proposed work will be done: y31oa . - C Z VS House Number- Street Hamlet County Tax Map No. 1000 Section 59 Block 7 Lot Subdivision Filed Map No. Lot (Name) ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy AA o on .0e, ' '' A b. Intended use and occupancy k�o ft.P_, 3. Nature of work(check which applicable): New Building Addition y" Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �,- Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front `; _: ,_' Rear Depth Height Number of Sivi ids 9. Size of lot: Front Rear Depth �3 10. Date of Purchase q Name of Former Owner C�1405 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address, Phone No. 15 a. Is this property within 100 feet of a.tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C:PERMITS MAY BE REQUIRED. 16.,Provide survey,, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF �K being duly sworn deposes and says-that(s)he is the applicant Name of individual si 'ng contract)above named, (S)He is the NIV (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo o before me thi l day of A&jj5f20_Q / /�lt2 124 _--n Notary Public Signature Applicant UURI1 AI b16DIRNANDT NOTARY PUBLIC-STATI OF NEW YORK NO.01-H16064412 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES 09-24.20�5 TOWN OF SOUTHOLD - ' BUILDING PERMIT APPLICATION CHECKLISTT BUILDING`DEPARTMENT ,r Do you have or need the following;before applying?_ TOWN`A_4"'JL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans.. TEL: (631)765-1802 7�. Planning Board approval . FAX: (631)765-9502 Survey V www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined / _,20. Contact: Approved 220 Mail to: Disapproved a/c CAIL hone:.42 7�j - � Expiration _,20 uil g Ins for t V. APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,. Lam," ' .This;appH ation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector'w th.4. sets of plans;accurate plot plan to scale.Fee according.to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. C.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicd6le laws,ordinances,.building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o ?Pplile,or name,if a corporation) (Mailing address of applicant)' ^ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder � s T Name of owner of premises O�h�_- �► J 1 h S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly athorized officer (Name and title of corporate officer) ! Builders License No. Plumbers License No. Electricians License No. Other.Trade's License No. 1. Location of land on which proposed work will be done: CQ Y9 House Number Street Hamlet County Tax Map No. 1000 Section Block 7 -Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constrnlcfon: a. Existing use and occupancy 0 Vh -e-, b. Intended use and occupancy d 3. Natur6�bf work(check which applicable):New Building Addition 1✓ Alteration Repair' ! Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number-of--bars; 6. If business;"commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Number of Stories Dimensions of same structure with alterations or additions: Front Rear €]epth Height Number of Stories ,.8. : Dimensions of entire new construction: Front _Rear Depth � - ieight Number of Stbojilds 9 . Size of lot: Front-2d-. Rear _ 23 Depth 10.!Pate of Purchase Name of Former Owner 1 � 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation/? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES INO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a.tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical,data,on survey. STATE OF NEW YORK) SS. COUNTY OF� being duly sworn;.deposes and says that(s)he is the applicant ame of individual siquing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer; etc.) of said owner or owners,.and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith:" Sworrx o before me thi 1 day of 57 20__a, Notary Public Signature Applicant LAURIE A:HILDEBRANDT NOTARY PUBLIC-STATE OF NEW YORK . NO.01-H16064412 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES � dTO : S S Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM _ MPTION Yes. No. MS:. A. Does this project meet the minimum standards for classification as an Agricultural Project. Note: . If you answered.Yes to any of the.above,a Storm-water,Grading,Drainage.&Erosion Control Plan is not required. ------------ ----------------------------------------------------- ACTIONS.REQUIRING THE.SUBMISSION OF A STORM-WATER, GRADING,DRAINAGE.&.EROSION. CONTROL PLAN.CERTIFIED.BY A DESIGN.PROFESSIONAL IN.THE.STATE.OF NEW.YORK.. Item Number:. (A Check Mark (J).for each question is required for complete.application). Yes. No. 1. Will this project retain all Storm-Water.Run-off generated on Site? (This will include all run-off created by.site clearing and/or construction activities.as well as all Site.Improvements and the.permanent creation of impervious.surfaces.) X 2.. Will this.project require any land filling,grading or.excavation where-there.is.a change to the natural existing grade involving more than 200 cubic yards of material within any.parcel? 3.. Will this application require.land disturbing activities encompassing an area. of five.thousand(5,000)square feet of ground surface.or more?. a 4X 4. Is there.a Natural Water course running through the site or is.this project within One hundred(100)feet of wetlands or a beach? . . . -_X 5: Will there be.site preparation on slopes which exceed fifteen(15)feet of vertical rise.to. One.hundred(100)feet of horizontal distance? 6.. Will driveways,parking areas or other impervious surfaces direct Storm-Water.Run-off. into.and/or in the direction of a Town Right-of-Way? .. 7. Will this application require the placement of material,removal of vegetation and/or.the. construction of any item within the Town Right-of-Way or road shoulder area?. a �( '(This.item does.not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred(100).year floodplain of any watercourse? Note: if any answer to.questions one.through eight is.answered.with a check mark in the.Box,a Storm-water,Grading, Drainage.&Erosion Control Plan is required and must be submitted for review prior to.issuance.of any building.permit. ------------------------------------------------------------------- STATE OF NEW YORK, COUNTY OF.... ....k. �............. ss That I. ....1..`.'4r—r......Re�!�.T y..............being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the ......................... Ae.C Ff.1.. .. ....... ... ..7�.��.. !v7..................................................................... (Owner,Contr ,ctor�Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the.best of his knowledge and belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; ........�.�....... .. ............d of.. i4't',......................... NotaryPublic: . ....................................... ................................ ............ ... ........ ........................... uNDA P.RANDOLPH ( igna e f Applicant) NOTARY PUBLM,OW40iMNr1AMM No.OIFW14M Q%WM o in Suffolk Ooenly .Comma""ExOm July OLo F FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 5, 2004 TO: John&Debra Bufkins 43100 CR 48 Southold,NY 11957 Please take notice that your application dated August 5, 2004 For to construct a second story addition to an existing,single family dwelling at Location of property 43100 CR 48, Southold,NY County Tax'lM' No. 1000 - Section 59 Block 4 Lot 2.5 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 25,439 square foot parcel in the R-40 District is not permitted pursuant to Article XXIV Section 100-242A which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single family dwelling has a front yard setback of+/- 16.5 feet. Following the proposed addition the single family dwelling will that setback. Pursuant to the ZBA's intemretation in Walz (#5309) such additions and alterations will thus constitute an increase in the degree of nonconformance. Therefore the proposed construction is not permitted pursuant to Article XXVI Section 100-244, which states that non-conforming lots measuring between 20,000 square feet and 39,999 square feet in total size,require a minimum front yard setback of 40 feet. orize i pan atun---— CC: file,Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. t ' j7p t) A IC P I)JYA - AA11 O Jv OA LA 1--� r qlm- 1 OF SO(/Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �Q Southold,New York 11971-0959 �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 19th, 2009 FIRST NOTICE John & Debra Bufkins 43100 CR 48 Southold, N.Y. 11971 RE: 43100 CR 48 (Additions & Alterations) SCTM: # 1000-59.4-2.5 Dear Mr. & Mrs. Bufkins, Please be advised that your Building Permit # 32877 issued April 4th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $528.60; at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �Q Southold,New York 1 1 97 1-0959 �0 �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE October 23rd, 2009 John & Debra Bufkins 43100 CR 48 Southold, N.Y. 11971 RE: 43100 Cr 48 (Alterations/Alterations) SCTM: # 1000-59.-4-2.5 Dear Mr. & Mrs. Bufkins, Please be advised that your Building Permit # 32877 issued April 4th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 528.60: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please callus at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT 7p09 082� ❑001, 7821 7626 B- Southold Town Building Department ��Og11FFBI,�COG P.O.Box 1179 Permit#: 35125 54375 Main Road x Permit Date: 11/2/2009 o • Southold,New York 11971 yayCla (631)765-1802 Expiration Date: 5/2/2011 Parcel ID: 59.4-2.5 BUILDING PERMIT RENEWAL LETTER Dated: 2/8/2013 Applicant: JOHN &DEBRA BUFKINS Location: 43100 CR 48 SOUTHOLD Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. #32877 A FEE OF $314.30 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOHN &DEBRA BUFKINS Address: 43100 CR 48 SOUTHOLD,NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ..A Southold Town Building Department ��gilFFat,�taG., P.O.Box 1179 Permit#: 35125 ` 54375 Main Road n, Southold,New York 11971 Permit Date: 11/2/2009 (631)765-1802 Expiration Date: , 5/2/2011 Parcel ID: 59.4-2.5 BUILDING PERMIT RENEWAL LETTER Dated: 2/8/2013 Applicant: JOHN &DEBRA BUFKINS Location: 43100 CR 48 SOUTHOLD Work Description: ADDITION/ALTERATION ADDITIONS&ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. #32877 x A FEE OF $314.30 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOHN &DEBRA BUFKINS Address: 43100 CR 48 SOUTHOLD,NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department � gQFFOt,��oG P.O.Box.1179 Permit#: 37823 y 53095 Main Rd o - Southold,New York 11971 _ 20 Permit t Date: 2%22/ 13. y�o! ���. (631)765-1802 Expiration Date: . 8/22/2014 '} Parcel ID: 59.4-2:5 . BUILDING PERMIT RENEWAL:LETTER Dated: 12/9/2016 ... Applicant: JOHN &DEBRA BUFKINS Location: 43100 CR 48 SOUTHOLD Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN.EXISTING DWELLING AS.APPLIED FOR. REPLACES EXPIRED B.P.-#35125 A FEE OF $264.30 IS REQUIRED TO RENEW THIS BUILDING PERMIT. . Owner: JOHN &DEBRA BUFKINS Address: 43100 CR 48: SOUTHOLD,NY 11971 :The permit listed:above has expired..No work is.permitted or authorized.beyond the:expiration date..Please submit.the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O.-Box 1179,'Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. - �_- - I �j,a'�. 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HSE 4r ------------------------------------------------------------------------------ -------------------- C ,4%• i 1 L �) SURVEY ------ 2 STY. a SCALE: ^ / 20 = 1' ;� co i UN 1""Y FR 0 A D 4- 8 ( MIDDLE Ro AD ) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\BUFKINS.rck PROJECT TTI'LE:ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.13 >> �O,r . DATE: 11/20/04 DATE OF PLANS: 11/2004 PROJECT DESCRIPTION: cc BUFYJNS RESIDENCE 43100 COUNTY RD 48 SOUTHOLD.NY . '',�, 7 COMPLIANCE:Passes Madmuin UA=236 Your Home UA=226 4.2%Better Than Code(UA) Gross Glazing Area or Cavitv Cont. or Door Perime a R-Valve R-V hi U-Facto UA Ceiling 1:Flat Ceiling or Scissor Truss 1142 30.0 0.0 40 Wall l: Wood Frame. 16"o.c. 330 13.0 0.0 20 Window 1:Vi n_-1 Frame:Double Pane with Low-E 60 0.330 20 Door 1: Solid 21 0.350 7 Wall 2:Wood Frame. 16"o.c. 1190 13.0 0.0 87 Window 2:Vinyl Frame:Double Pane with Low-E 132 0.330 44 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 186 21.0 0.0 8 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer A - � - y Date I I —�1)0''0 4' • ti REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 11/20/04 PROJECT TITLE:ADDITION Bldg. I Dept. I Use I I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R 13.0 cavity insulation Comments: I I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.330 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes [ ]No I Comments: [ ] I 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: i I Doors: [ ] I 1. Door 1: Solid,U-factor:0.350 I Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R 21.0 cavity insulation I Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ l I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. � y y Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches btiP_ipe Size Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(ID lip to 1„ J?n to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches b�%:Pi en Sizes Piping System Types F 2"Runouts 1"and Less 125"to 2" 2.5"to 4" _ anise( 1. Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water.Refrigerant.. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) .6 r --�'�" USE IS UNLAWFUL T UNDERWRITERS CERTIFICATE WITHOUT CERTIFICATE r-_I `i u REQUIRED PLUMBER CERTIFICATION `r ON LEAD CONTENT BEFORE T OF OCCUPANCY _ .T ' ______ __ - L1 �~� o Ili T --- . II, -tt If N 0 3. ',41 APPROVED AS NOTE® CERTIFICATE oD�N wATERCY 1- __ __ __ _Em- __ =T SOLDER US '_ - ._ . __-_ _ -:- __-- _-- oDATE: B.P. / SUPPLY SYSTEM CANNOT _ 0G _----... -- - - - _ P� �t �, _._. - ° -- -----_-_-_ -- --------.----......_----------. - NC�,IrY E UI :., �:�; �� <` RETAIN STORM WATER RUNOFF EXCEED 2/10 OF 1/°LEAD. o m a rj T i�1 F NT AT - --------_----- .. _...--- ___.::: _ _: :-- -- --- ---- L .. FED -- �• ass-laoz a�,h.� 70 :;� � PURSUANT TO SECTION 45-10C T - N-CODES . ---�-- ---- ---_ --- ---:.. ___ _-_ -___-- _-._. _. _ - _ -_ - - - — -- .- q < Q � ?M FOR TyE OF THE .._ - - _ _ _ - __ __---- -- _ _ -- - FOLLOWING INSPECTIONS: - _ _-:. _ ._ _ - -- - -- - - -- -- - .___ PLUMBING- -_--- .-------- - -- -- -- .____ _ - - - ---- _.-.. � � ;� a Ua 0 � I ... ---_ --____ - - . .. -____ -- -____ —_ - _._._ - -__,_ - 1. rOUNDATICN T'NO REQUIRED -- -- ASTE - -- -- _ _ - __: -- _::.::: ...---:_ :_: ____ ---- _ ___ ...- ALL PLUMBING W -. - -- - - ..-- - - -_ _:&WATER LINES NEED . - - _ - __ _ _____ -- FUR POURED CONCRETE - .. - -- -- - - -- - - -- 2. ROUGH - FRAMIPJG & PLUMBING =---. - - - - TI BEFORE COVERING _ - - -_ -- - - - - --- -- -- - — - -- - 3. INSULATION ALL C0 ISTRUCTION SHALL --_-- -- --=ES NG-.. ...-. __ - _'_ - --- - --- --- - - _ - � - ___- .... __ - -_-- -__ -- -. - __- _ __= _ _ :_. - �EET T _EQUIREMENTS OF:THE -. -- -- --- -_ -- -- --- -- ___ -- -_- _ - --.. --------- --- -.-.... -- BE COMPLETE FOR DESNEW_YORK STATE. -_ - _ -. __ _-_ _ -- - -- - - --- -- --- --- - C.O. CO - - _= -. = - - _ ___ - .. _- - - - - r�T.. -... ---- --- .... _ -- -- --- - -..-... ----- --- --- 'II ALL CONSTRUCTION SHALL MEET THE .. _ - __ _. - _.... .-_._ -- --- __..:-_ -___ - --- _ -- R - -- -- ---- -- ____ - -- - -- --- -- n r� ---T T__ Q = -- -- - -------- -- EQUIREJ;ENTS OF THE CODES OF NEW _ __ �1L ---------- REQUIREMENTS ____ _ - r- - --- - -- - - - - - - YORK STATE. NOT RESPONSIBLE FOR - - - --- - --. - - -- -- - _- D NOT PROCEED W1 COtiEPLY W-I-TN_-HAP R 4� __- _ -_ - _ _ E- - - __ - - _- - - DESIGN OR CONSTRUCTION ERRORS. TH-_ -- - PREVENTION — - _ __ _-_- ----_ __ -__-: -- - - . ..-- --------- - _ - - ----- --- - E � L11Z � �1 FR aMING_UNTiL SURVEY_— -- FLOOp-DAMAG - - -_- ... .... -- --- - ----- _ - - -- - -- -- - III :D �! OF FOUNDATION_LOCATION __ -_ -:_- - -- -- : __.. _-- _-_ _-_- ---- SOUTH�LD TOWN_CODE._ _ __- __ — - -- _ F - ----. - -- -- - ---.. . . - --- _ - _ __ -- - _ __ - - COMPLY WITH ALL CODES O HASco 0 Ili _ _= - - -- =- __ =_ ----- -- -_ - ---- -- - - -- - --- -- _ -- - -- - - -- - _____ _- - ---- -- --- -- - -- --- - --- --_ - -- - - - --__ _ - -- --- NEW YORK STATE & TOWN CODES - - T - - _ ...__ __ --- - _ - -._ _.. -- - - __ --- ----- _ ___mm�__ -- - - -- _ - __ --- _ _ ---�- _ _:_ --._ - - _------ -- - - - ----- ...- -- - _-- ----- ---- ----- - -- - - - -- - -- - _._._._.. _.... -_- .-------- - -- ------- --- 11 AS RE RED AND CONDITIONS OF - -- -_ _ - -- __ - - - - - - ---- - - --- - 11 - - - �� c � SOUT�OLD TOWN ZB4, ---- -- --- ---- -- -- - --- - _:- - ___ ---- _ --- .- - -= ____ - - - - - - -- - __ - - - � - - ._ - SOU �-_ Olv .A G BO _-- -- -. - _ _ -. . -- - -- _ - - - - - - -- SOU T HOLD TOWN TRUSTEES - --- - - - -_-_ - __ _ _ __ _ - -- __ -- - - _- --__ — - - - - - - - --- - _ - - mm. - o ! __- -- _ - - - f 7 _- - - - N.Y.S.DEC - -- -- _-_-: _ _ :: -_ I __ -_ _ - III - 1 - - - -� :�]] _ - -- - __ -- --- - � --- --- - _—] M.-------- M------�:=______=______:___ IL ____ _v___m__­_______m_____m____ - [o I - l - _. --_ CERTIFICATION OF __ __= --- ..._ - ( -- __- --_.. _ -_ __ -_ r ff -- ( - _ ._....._ _ -- - _ - - .. -- I -= _ - I _ --- � C4 m NAILING & CONNECTIONS - __ I -- = II- I II - ___��._ __ __: --� __. s ll ff I REOUIRED. ------- .. ._....-._-.-._ ��I - EDf - -- --- - -- --.� l - - -- -. _..� _. _.. ..--- - - -- - _ - -- - - --..., .- - -- _ - __ T in--- -- --- - - - - - -- L -- --- . _ - - - -... - -- - E -- - - - - - -- - -- - - -- r - - - Lj -- - - - - --_- - �Ii _- - ---_ . -- ----- -- - - - �� _:--. 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WOOD-_-I (Iblfi"OC z ......--------- ------- . ----- to I V4 Ill ------- --- SINK N G 1�J. FI OUR w S140 VF I FAI INq H ATI01' c) xl,�Tl CFI1 ING: 1,13o VVAIR1 w co 11 �f„I c FIOOR: R')l 77 �4 Fl,CYr SFI SLOPE"1/4"PER FOOT PITCH TO DRAIN sr mrr --------- - ........... - --------- ------ ............ ------- ............ --------------------- ------- 2y�� P I FDI ATIF .................. P1 1_JN11',1NG SG 3FIE:MAFIC, i TS7FRMITF SHIFLD 1-3�40­114 I VI I I , 7/4" '-:IFf-I FlITCA-1 FI AT-/ 1. uAS1,1-1 8"Pf- FOUNDA110N WAI I k - 1—V4Y7__1/4 I VI V DAMPPRU()f FXIE'PIQR /4- 5,TFF( flITCH PIATF 6 M1 POIY VAPOP RARRIFiR Fj r P1 lb"XP," CONC. FTG. 'TF 171 P Ff AP 7 #4 FXISTING FOUNDATIC) r; J II Ililil �1 III [ - —- ul� r b illy � . � Ill III � �/ Mils � �� � �`'����,. w� IIII' J l LOT. ------- 7------------ I A I I I f 1, A, J- 1 prrlrrrJ Ill SEC I iON A- A Au Illllpl lj� Ills nll ST. imirgiW gli'm L(I la G -Two IIII 4 CD Ua n , I' I 1 I =rr _ � tt ri - - -`_ _ - -- = u r-i r - -- -- - - - «.� III --- 1Y -- -- chi n I - - - - - - - - - ------ -- _ ---- - Ili A,I_T f lA_fIVE FQC-�--OPENING PROTECTION - - - - - -- „-� ,r I vl - - TAE3LE 16Q9.1.4 - - - I �II' c' - - ---- - -- - WI N D B 0 f I l i_._ U i..�3 R S FRO 1 r...C I I0 N FA S I..N N a ------.-----. - =---.----__-_ cN� X r�F . @1 f> �C __-- SC FiEDU'-E f=OI' W00[) STRUC i IIf�AL_. PANELS z , FA INFF' SPACING (INCHI ,) Nm/ N'f ATHFF';TI'IF'PII G -- -._- --- ANr.:r_ 1 - - -- - I„I> C hI r As Ir�l I, I ANL.r_Sr AN XI I r r r ANT. r_ s r I I_r N _ - TYPE- <2 FEET St"A11 <4 FFE'T' SPAN <6 F I r:T SPAN <8 Fr:.ET _-- -- -..-.-- - ...... -. _..... . ------- I� -- - __ ---- - - - - --- - -- -_ - _ 2 111°'#6 - - -- - �y 4 WOOD SCREWS 16 16 12 9 cor: I i _,.,. 15fm FFI T UNIIrRI ACYM_NT NTUPP GfFI, - -- - -- -- -- - `� ( IIII Wf7(7171SC g:WS 16 16 16 12 1/2' 4-PIY FIF Cf�X c�HF,ATHING // F� r.Nff dvA(1: - - - ��, fP L&_, �. 2X4 rd,. , Ci7,(•, WOOD STRUCTURAL. PANF..L.S WITH A MIIJIL4LIM THICKNESS OF 7/16" AH1.) MAXIULIM � � t I II I I � --- -..:- -- -- --- - -__-- �u � „ PANEL. SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN �/ !I I �`� �/a" suPFrooF 2/b Fi A`� -- - - - - - - OIJE_- Ah�U FWO--- STORY BUILDINGS. I1ANEL-S 71IALL BE PRECUT I0 COVER GLAZED -- ,f_..._:'...-...-_.--.-----:.:.: = ---=- 1__....:. - _,: �.. _- -. ------ OPENINGS WITH ATTACHMENT I-IARD n/ARE PROVIDED. WINO ,r" WOOD I c}, 7 i 7 7 --. .-- _._.. ----- -- -....--- --- -- ----- --- ----- I.EFEf, f0 SECTION 1609.1.4, 1609.6.5 AIID -FAB ILE 1609.1.4 __:�- - ___- - _ = ___ - -.- W -- - - m ---- rl�i _ c _ �NIf f IIN,IArVNCC,& li - -- II00 Jr rU ..�--TF�R SASJI-_�_I- I.... I Fxrl,r;l„F wni^I; r - , _ - - _ RAPRIFR Tl'VFK VAPUJRFIFA'TW G /P f.f". ,f IFF[ROCK _ - - �- FOR PAr1EL SPANS' / _ O C 4'0 ��/I�i._ SPAN 4 ;,Fir. ( =:.J CFIiiNG r. WAII it 23132" APA SPAN--RAIL-A) 48/24 SHEA-THING GRADE PLYWOOD � L- -,� � r; I ....._...___._ - -- : (OVEF�I__AL AROUND OPENINGS 4 ) Sill: - -- _ - - _ _ - lX4 f71 PI-Arf= -- ----- ---. ... --- A I -ACHING S 11RUC I URAL PAN1 I_: FASTEN TO BUILDING w/ rFl<<ii it (l H11-Fr' � - - :. WU0[)wSCWE W IEI 16 0�VILJII_L_D OR STAINLESS S1I f.L- _f -- - - --.. ----- - - - -- -- -- -=- r �aF - --- I C r I 11 /- �: -. ..: - . w I� Al_TERIIAiIVf LASTNER fOfi SHl.1iIf: R TO E3UIL_DING. r______ 0 TLC_ NUTS ATTi"iC'r�F TO f31-DG. wj #10 ( VI WASHERS} ;y, =I FNI) I i „mal,�mpmmapl almmaaaaaaamaalmp�m , m ll' M AC F 11 N F f�OI_T (l) 12" O.C. 16"X� 4CONC.=_ InIF.a I aanapa Min ..F ' o�� I I I I Lo _,... _ 771 �, SEA I .. u �, _ m" E) ;� 3 � « Y: m�lll�am�lallllpallla II rh � IIII , --------------------- F. MAI`l 1 --URF CATAI.OGLIE N0..IMFtFR DESCR[PTION G SS GL.A.ING 11�ARlR 11I-. UNIT AREA 15T. I fl_, QTY. 2ND. FL.QTY: MIDI. I).P. MTN. C).r'' UNIT D.P. NOTFS „ �I rI ' k., , S.F. S.I.. - -- S.F., 70Nf-5 - - II ,�.,» ,IxJ SUPFRSF'=Al. ---- 1850 3/0X4/6 CFid_. HUNG 5.1 9.7 0.33 1..3.5 2 40 I I SUPERSFAL IT50 (2)3,OX4/6DF3F.. FILING 5.1. 9.7 0.33 13.5 1 - -- 40 - --- - --- --- - �I WIND-PORNF DEB1'i53 PROTEC HON FOR WOOD STRUC ]URALPANEL -- --- - - - -- -- - -- -- - -- -- - -- --- - - IIII �., ' I-OR WALL. OPENING PROT[.'-CTION OF120 MPH 3-SF(,OL1D WIND GUSTS SUPERSF-AL --1850 -- --3/0X5/0IT3I.. HUNG 5,7 10.8 0.33 1.5.0 - 2 4'> - - Ip�pryI ( MAXIVUF,4 ME ROOT-- LJEIGf-i T: 3:=i') , - , „- ,.,.,�- , ,,, Ir _ --- -- ^- - .._.--- .. - ------ A ,�.TI:I�Ia �, SUrERSLAI i,b30 (2)3�oz/ur)r3m. iNkINl] 5,7 10.8 0.33 15.0 2 3 45 m SUPERSFAL 1850 2 4X2 8 M. HUNG - -2.4 .. -4.'5 0.33-- 6.2 2 40 I I I I IIIII I� am mmin��� � mnm� h - - - - - - - -- -- -- -- gll / '/ - c- - r, a� , _ o ro Juuu IIF ^ : - -- 7b23- 8 0X43 0 G.hl. I.)C3OF, G'f1.0 G4.0 2 40 U..,F DFSI�Gt`! I'&�E":SSURF UPGI.AD4:-FOR CODE COMAE LIANCC= I I IF 4"MAT RU 52.62 3/OXG/8 rTJTRY DR 20,0 5.0 0.35 21.0 1 35 I� a_ mmmmm�mmmwmm�,, mmmum...., mmwmAmmmmmmmwawmm7m...�.., wmma^mmRamwmmowwmma .� mm:mma�awommmam>w mmm ..,.,� �mipivawrw� .. :... " , .. ,: mmmmm�nimmwmmmimpmmmm.io,i.^mm.^mimp.^rmmmmp...^�a�. nmsamalmmamamolmooio,uma�mimm,a, mmaocwp ...., .mwK.mm "ouoea;o^oa ommmw auammmm,,.,, mmnmwmmm,. rmm,, �w� I u � ,I I�m "^ monnpmsammmun rv,,.m,,.,..~^�sm+: imwuammommaaamwoipeiunwmmu^irwi~zl�r�"°-e:cta�mmawmFwmlalrmaalm,iauuaaixMi�sNio i^m^mm:'I z WIND LOAD PAI-1-1 CONN EC"I"11111"'110IN AND CONSTRUC'1`110111�1, DETAII.- DRAWINGS li- THE FOLLa1J[NG. APPROVED, USP MFTAL CONNECTORS FOPPROPER WIND RESISTANT & GO,'.)r-> CONSTRUCTION" FOLLOW MAN.FA(.-,TUf;7,,E'_s, F,.EconMr.--ENDE.D INSTALLAT[ON INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY'.CAPACITY'. p C5 F > m a) 2i \ ///"/ 0 KING STUDS 0 Z Z IFII LU R AETER < 70M PLATE < >CIRFPPLE STUD C/3 0 B T \� \� WA.L.STUD I RIDGE A FIFADII Lrocm OU BATHTUB D BLE JUST SIBLWAI t------- RAITFIR --........................ co JACK STUDS'IsT 1 DX5 Ii i CONNECT TO I SIDE 01COl'NERS ANICHON' To FOUNDATInN Oil ANCHOR 13�)ITS PFD z In.CONNECT TO TO I SI DF OF At.i_cokNEOs-bN BATH SPA TJI`S1 0 HAVE A DOUBLE ri-ocRJOISTS UINDri,Foil,AD SUPPORT z 2ND_ T DX5 HOT-[)DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP I- I SP-mufn-�. u-SCRIPT ION —AM It I CKfflU LOCATI07SP DESCRIPTION APPLICATIONAPPI IC s RAFTERlm(3EI,�?ANC FIOR PLATES OF IS T-FLOOR.CONNECT Ti ALLL110l_=S; LSTA12 [1-1m.xi 2"2.Oga.STRAP APPLY To r'A(,F1 JACK STUD Roof' L-STA24 1-1/4"x2.4"20ga.STRAP APPLY CV7R RIDGE:To EACH RArfff� 1 1 Bg,)-SLOPE I IANGER APPLY TO F-Act IJOIST DIRECT ION WITH(2)JOISTS.UNDER WALL. 0 _jArPiuY----- - ____ ____I FORJOIST'NOTDIRECTLY UNDER PARALLEL WALLS,R�OVIDE FLOORSTO EACH r 1I­RW/THR _1615ENT u�3opRt7 TYI ANCHOR TO EACH CRI PPLE STI ID -210 _8q�SLOPF"HANGER APPLY 10 EACH RAFTER LEDGEI� 'Tt] THE OTI THREADED BUD. AL IN ------ BI OCKING((T24"CC .... .......... ------------- .. ... -------------------------- !it WAIT STUD----­VIl,, THROUCII EYILALIST VENTS Sit I FM ED AND II LOCATED BY CON'11'ACTCR, METAL STRAP -- = I—.____._ ( �.�. �� \ \ CR�C<ET AT`FOP.SIDE cr- 0 0 U) F1111A BOARD CI I MNF-Y RAFTER AS REOUIRED VENT ILA I ION CHANNEL SF[L PLATE(S) cle) v["m,rILATION T E R S MAIII .r \� \\ =_-_77 RAF WOOD (�':'5 WALL SHI�AIIHING I JOIST SIBEWAI I FI.ASHING ( N ri BLOCKING III FOJNnA1ION TOP PLATE— )q — 11LOCKINCC r-INISHWALLANDTAOSTURE g 2XI[FI)u,R �� STAPPI PING TO IF ATTACHED To WALL STUDS Cp�48'-Oc LAP Fi ATTIC SHALL Rt'r,Tzovil WITH yx,SOFFIT JOIST ANT)At 1.WINDOWA�OOR OPFI JACK STUDS ATWAI I. --MAINTAIN GAP A 171 OOR JOIST DFPI'IT�,---P-'N--Lj--m-r.51,E7R APNICATION nr-TWE'll VVAI L FINISH AND MINIMUM III FRI VEN FILATIMG All:�A -(3UTTER AVOID SOAKING WALL STUD I LESS THAN 1/150 OF THE AREA OF Tf-117STIACIEVENTILATED. ALLOPFNINGS WO0DCIRDFR-­- I I S1 Al L 4'0"U.C. Rool TIC -NT--CONTIN.SC RE.71NED VI A. SHAI L BE COV`Fi WITH CORROSION- _R LSTA24 1-1/4"x24"20ga.ST-PAP AND JACK STUDC, _-UTiED EDGF AT z I CONTIN.Sol rrr/Exr,PLYWOOD NI IIION ALL OPFNINGS PROVIDE I RF.SISTAN I MIAAI li -O.C.__ FLASI I TO FORM Cl I LOCATION I NUI DESCRII 0"1 t FIG33 C1 IN CI 1 INI i MI-%3�014. 8"-14" LSTA30 1.1/4"x3l)`1,3ga.STRAP AND JACK S7UDS, AND SO AS TO MAINTAIN A'R SOFFITED SAVE co 101, IIII GAP TO PREVENT CAPILLARY CONI C.,FT., ON At 1.OPENINGS _�Y 4­6"RAFTER RT10 10 3/4"x 18ga.TYDOWN VNICILM 1 AC I!ON EACH RAF:I ER PROVIDE BLOCKING BETWEEN JOISTS TI AT ARE SPICED AND NSiAL.L4'0"O.C_ I I - --- -_ I CONlNFcT_To_ i VENTILATlc')N OVER 31-ARING WALLS AND I IEADFRS AN D JACK STU DS 8"-12"RAFTER RT20 21-1/8'x 20q,,3.TYDOIAlm XNCHOR cy) 01 EACI N, SOFFITED EAVE DETAIL 14"-I G" LSTA16 I 1/4'x3r)"13ga.STRAP KEEP 11,00]'ING I S OF IT U FLASI i IN G l� 7 x ROOFING LAPS BAS117 ------------ 2ND FTOORWALF FLASHING 4 INCHFS. A I III ............ 0 BASF F AST flNG WRAPS CORNT'l F�IDSF CAP OF SAME '!AL AS Rool EXTFINDSUN)FIRSHING AT �,A"F IF, -IING re S�Dl 4FINFClIF S A 1) APS AIL TD10 SHI S flNGL-,SAT i Mll A INCHIFS I HIROUGii-i VENT on Al WOOD JOIST 0 TOP PI/VTE XA/ CIRDER/1-I z co) UDE UJALL FLAC5HING- IST TTOORWAIA. STAPPING,10 BE ATTACI-IFF)TO WALL STUDS(,�)4?roc WOOD,10F7 III AND ALL WiND0VV/f-;OuR OPENING JACK STUDS METAL FLAFHfN�-a AT ALL E,4vE,',SIDEUjALILS, -MMFE)FDrE1,SO WALL STUD AND F-,A<FS --FIROVIDE WE RAFTERS/ Dfpf" t _fNS'1ACL4'0'O.C. AS TO F017,1`1 IDPAINAGIL SHANNELIS ANID 4- 8" 1 STA3;, 1/4"x36"1894a.S1 RAP ANri,],',CK STUDS PFEVEN-1 CAFl I All AC-I ON L CCAFIOT_TS"F"NORIFIR DESCRIPTION APW icNricN PIRF-MANUFACTURIFT) KFFP SI FATHING MIN 1-1/2" ON At L OPENINGS ALLJO15-1 S CONNII TO A F1 USE!HEADER TO BF SUPPORTED WIlt I RAFTFRIPLATE RT15 IYDOWN ANCHOR CDNNFCF EACH I N I FROM PEAK TO ALLOW Fur THIF PROPER-STFEL CONNECTOR. Ill ALL 41)"O.C. RAFTER TO PLATE OVER RIDGE To Al R PASSAG rl FOB!F,SFTFIR jOISTS APROX.1/2"HIr3i THAN LVIL HEADERS 8.1-16.1 MSTA48 _I 14"x48" STRAP AND JACK S I UD3 CoNi TO SLOPE ON At I OPFl PLATF/VIAI L SF`TH4 STUD PLATE ANCHOR'I.. CONNECT OVER TO ALLOW FOR SHRINKA(7.&REDUCE Bul"IF,0!ITS ATES To i STI I D OF ROOF ---------------- DI It_SILL PLAY[" GASKET UJCOD JOISTS -OPI CONC.SLAB 2,,b /2xP, CONTINUOUS I)OOD PLA'IL:\I \ rYP_coNc-F-OUNDA-1 ION A GASKET TERMI I Iz SHIELD 61,1173FLOOR SILL ASKE 6 111 POLY DALIPPROOF EXTERIOR GRANULAR FILL 1/2 1 7001-T, a 48" S-TA,2,, WIN POLY ON EXTERIOR STr EL.COLULIN ;7, ROOFJACK L ,,V,u,� 4 .1, d h n / LLE�� A, �T 4" x 1/4" x 0" 6, EEL, r7woWii T,,",Ip AND 150-11 711 I-LA LA WITH 1/2" x b" Hri"P E3,1LT F-LA31'I I li AT CONC. USE Will T6 SCUA SIDIF S AND TOP 1,1, FIDUT ROOFING,LAP, CONC.SLAB I STEE 5EAM COVPAC I L i��DOTINC 77G. ----a ANCHOR BOLT CONNECTION X I — — -,\ (U�P_13i"S58 OR 13P583) RE WASHFIRS, ,I fop,L01 71 FOUNDATION S/8"Ill Amc -�R2NI-OIRCING BAR -CTION r 51TEEL COLUMN JI DRAIN Tit F. ANCHOR BOLT CONNI A 1` 10 KIPS G -M XITIUMSPACING SUl I IN, I FI ASHING I AT'S III Sit L Pi ATE i in rot INDATION ROOFING AT E30TTOM ISTORY 72 (CRAWL SPACE-1ACr OR 0UN11iLT_1flN) TYPICAL BEAM DETAIL TYPICAL-CONC FOUNDATION.APPI Y PILASTERS MIN 3"STl COT UMN ANCHOR7D TO 24"y24"Y12"CONC.F"FG, Sit I PLATE. ATE 70 FOUNDATION 2 STOR I FS, 35"OC WFIFRF NFFDFD FOR STRUC-TURAIL BRACING, BAWL OR FOUNDATION STEEL PdOTTOM 12EEARING WAI 1.110 I_TOrA 111-NFIz To FICUNDAI:CNI D 2 S70 F1,1 I F S 5711 00 GI ROOF JA(--<S 4 VENTS DETAIL SUBFLOOR --- - ------------- IIICONIC.SLAB DOOR FRAME ii 10110�AANH 6 4 r�4 n F.-__-,I 1 0---JOIST COMPACTIF111 F, Sl'�2X3 .......... STE r L li 4" ALA �6R BLOCKOU F — IT �/✓ j' \l q Ili V P.I.PI ATE ------ i 6)<6 Ujmm 'J/ / 4 llc>p.IVE!JJAT NO1GHJOIS1 AND Al 11 ICAiT AVITI I A NA'LING PLA71 E IF NEFDI 1121,A!R SPACE Al-Fill AND D BE AP�?Ok 1/2"CRI HIGHER THAN .......... /I.Till OF wool) S'FEEL BEAM11"CA1 LOWIFOR SHRI GIRADF x (PROVIT)F STRAPPING TO Ki IS ALIGNED) 6------ A J BFAIAS N GX5%Aj 12' _vv_m_ " 11"�j c c� -Pcr. ICI SUIRFLOOR i __NOTCH BEAM FOR MUDSILL IF R11701-IRFID �IAYII 1 -1, ViN 6'A --REINFORCING BAR NOTCH EQUALS 114 DEPTH OF BEAM --------RFJNI ORCING RAR �J I LE J0117T I TILE -L-r UNDER DFAM AT POINT 12" SHEET METAL/3co ri. STEEL BEAM T OF'CONTACT WITH CONCFM'Tz OR CONC.BLOCK ILI J,n,2n l'i If ill, L"Ifffffill ill]]- I I-- TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLAI�S BENEATH BLARING WALLS AND COLUMNS. SHIMS 10 LE PFAM PLATE(1301-71 1)70 Bill RFT,EORCF FOO INGWiTH(2)44 RFIjNI­RCANG,LAl 3"MINII BEARING SURFACE FOR WOOD BFAM G A R A IS r-1 DOOR B LOCKOUT �A POCKET BEAM F10 0 _SFSU�S_T�, NI l c) Ii j 3: ............ ...........- A III IN'G.- Si It,11 r )I U E r-&' A t-4 C;0 N T E-14 8: WIND FRAMING NOTES ............ ROOF F RAM OC(--Uf=AN-(--Y CLASSIFICATION R3 RESIDENTIAL �1).RIDGE-TO-RAFTER ASSE,IMBLY: > �1-1 1-1-x 21)gauge strap shall be attached to each pair of in accordance to table 3.4. NAIL NAIL 0 MIIII hen NOTES JOINT DESCRIPTION E�ULQING USE R E, a collar tic,is used in lou of a ridge strap,the number of I i common nails required CITY. SPACING --------- W in narlin end of the.collar tie ...................... ­J i ?: CONST RUCTION NOTES: nerd not exceed the talnuInted norni of 8d nnil-,in the,strap. RAFTER TO U WNLL:3-8d COMMON EACI I TOE-NAIL f',UlLDINC-s l ----------- < 1 OP PLATE 10'�AALL:4..8d COMMON RAFTER TOTAI_ SO.. FT, OF CONSTRUCTION LVG. SPACE. 1328 S.F. raARArrE: P34 S,F% STOIR�.Ar-,TE. 510 5�1=. -------------_ -------- 0 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO4,1AI L ASSENIRLY: n CEILING JOIST S'W�ll 3-8d COMMON EACH WS intent and framing details.They are intended as a construction aid,not a substitute Lateral frorningand shear wRII connections for rafter,ceiling or trus�,to top plate shall be in F=RF5SRIF`TIVE AS F77, N.Y.&. RESIDrENTIAL CONSTRUCTION CC Z)E Al for generally accepted good building practice and compliance will current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10"AALL:4-8d COMMON JOIST TOE-NAIL EDESIGN GIRITERiA lees 6FIC HICii-4 WIND RD_710N WOOD FRAME CONSTRUCTION MANUAL-.- -- State building coder.-rho General Contractor is rest ichi for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CFII.ING JOIST TO AS PER TABLE 3.7 EACH FACf': FRAMINS ELEMENTS AS f-ER FLOOR PLANS, CROSS SECTION AND GENERAL- NOTES construction details and procedures to ensure a p rofossion ally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBr LAP NAIL . ........ sound and a weather proof completed product. shall be connected with uplift connections in accordance with table 3.3c. _7 EXT. nALCON[ES Cl:IL INGJOIST LAP,'; A.:,PER TABLE 3.7 EACH FACE OVER PARTITION WFCM_SIC LAP NAIL 1DF:CKS AO 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ------------ 11.1 meet",current federal,state,county and lonal codes,ordinanres and regulations,etc. Wall studs above and-lods below a floor level shall be attached with uplift connections,in COLLAR TIE A'3 PER TABLE 3.4 EACH FACE ATTICS w/© STORA6P 10 C) "TO RAFTER WFCM-SBC END NAIL ATTICE, w/ STORAGE 20 These codes are to be considered as part of the specifinations for this buiIding and arcordance\hith table 3.NW When wall stud,,;above do not fall in line wifli studs below,the ---- DF-75fGN LOAC) CALCULATIONS >- should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 1.-Ed COMMON EACH TOE (LIVE LOADS FSF) ROOF (GROUND SNOW LOAD) 45 nl� Z accordance with table 3.3. TO RAFTER END NAIL ROOT'15 (OTHF-R THAN 5LEFr-ING) 4,0 Z 3).Dimensions shall take pli over scaled clmwirig•s. RIM BOARD 2-I 6d COMMON END ROOMS (SLEFIl 30 o C) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER NAIL ............ all be connected to the foundation,sill plate,or boltorn plate.with uplift STAIRS F,S 40 LIJ Z 5 First wall stud,.;shall _J ill 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: 6;AURQRAIL,5 (ANY DIRECTION) 200 II ------------- responsibility for construction coordinating with thorn plans,nor responsibility for foundation and slab-'on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY C, Xgg construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION OTY. SPACING NOTES ------------ 0 0 preratitions and program,,;in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall Il used with the anchor bets.Anchor boll I-OArD PATH SEE CONSTRUCTION ANZ)l PATH CONNECTION < U specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacir)q, TOP PLATE TO 2-16d COMMON PER I-ACE NAIL (ROOF - FnUND4TION.) r)ETAIL PAGE 4 GENN�TE,_FAGzEPA( EFRAL NOTE z C) 0 anchor bolts are to be spared between i inches from the end of a sill plate arid all TOP PLATE FOOT SEE NOTE:I I _.................­.............. _. NAfLl -SCHMDULE SEE 0ENERA U.. 05).Refor to the Winclowand Door schedule for exterior openings. corners. "TOP PLATES AT 4-.16d COMMON JOINIS FACE ...... 'T" INTERSECTIONS EA.SIDE NAIL SEE R-OOR PLANS AND WINDOW &C�417T-AIL-E D 6).The General Contractor is to ensure that ma.sonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STU-I-)-TO 24" FACE or exceeds manufacture's sp��cifiratinn-s and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood rtructi real panel or thr,exterior 2-16d COMMONFIRE PROTECTION O.C. NALL SEE FLOOR FILANS attached with Ed common nails at 6"o.c.at the panel edges and 12"o.c.in file field,and ........___ ­ 0__........ (SMOKE 4 C2 DF-7ECTOR-5) 7).The General Contractor is to consult with the owner for all built"-in items 1/2 inrh gyprum wallboard on the interior attached with 50 cooler nails at"I"ci�r.at panel HEADER TO 16d COMMON 1611 O.C. FACE TRUSS DESIeSN NIA STANIDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,closets,trims,etc- edger and 10"o.c.in the field shall he in accordance with the length requirements sliecif ed HEADER ALONG EDGES NAIL ---------------------------- in table 3.15a-b. TO['OR BOTTOM 2-16d COMMON PER 2x4 STUD END E'NERC-i'll' CAI.-CULATIONS RFSC�4F-CK 3.5 RELEASE 1 0 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x 6 STUD NAIL _3 6)-TYPE 11 EXTERIOR SHEARWALL.CONNECTIONS: FOUNDATION NOTES Type 11 exterior shearwal!ls slinll meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1).The General Contrar.lor and Mason to review plans,elevations,details and notes to ENDJOIST OR BLOCKING delerniine intended heights of finished floor(s)above typical grade. CLIMATIC & GEOGRAPHIC DESIGINCRITERIA 7).INTERIOR SHEARWALL CONNECTIONS: F'L 0(")R F R A M I CC) Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD C14 NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT cl�l 2).All footings to rest on undisturbed(virgin)soil. interior shearwallr are used,Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES HAZARDS CITY. SPACING LOAD (Mll CATEGORY DEPTH TEMP. REQUIRED CY) 2.4.4.2 and 2.2.4 respectively. 3).Provide 112"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE MODERATE SLIGHTTO concrete or masonry wall occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,IOTI PLATE OR GIRDER 4-Ed COMMON JOIST NAIL 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-Ed COMMON EACH -1 OF 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates sliall be have steel connectors in accordance with table TO JOIST ENE) NAIL be installed with#4 re-bar,18"lonqat 12"o.c..Use approved epoxy for installation. 3.5. ------- 1_0 A BLOCKING 1-..AC I I TO[-_ ROOF SHEATHING REQUIREMENTS FOR WIND ),-%DS- 2-Ed COMMON 5). 1 otherMse noted,all slabi;on nfi grade to be,2500 p-s.i..Concrete to be -To Joist E N I.) NAIL NAIL SPACING NAIL SPAClNG ATINTERMEDIA'TE 9).CATHEDRAL CEILING ASSEMBLY: SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN T rid poured on 4 inch thick sand or gravel fill with 6Y6 wire ri reinforcing.Interinr slabs BLOCKING TO: EACH TOE HE PANEL FIELD' Where a ridge is to be used as a structural i the rafters shall either be notched and 3-16d COMMON to be minimum 3-1/2 inch thick. BLOCK NAIL 4'PERIMETER EDGE ZONE Ed COMMON @?6"O.C. Ed COMMON((�6"O.C. SEE NOTES:1,3 anchored on topc of the bearn or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE LLJ along the open cNng Seto the building.Conneclbns to the ridge and walla all shall be be Z co 6).Crawl spaces to be provided witina minimirm 18"x24"access opening.Install one LEDGFR STRIP 3-16d COMMON EACH FACE INTERIOR ZONE I'd COMMON @ 6-O.C. 8d COMMON Ca.)12"O.C. SEE NOTES:1 (BOTI I FIELDS) attached with theabove reNuirements. TO BEAM JOIST NAIL 7 8Y16 cast ii on foundation Verit for every 150 sq.ft.of wren. ---------- ---------- NO'TI :2 FOR PANEL FIELD 0 C-4 JOIST LEDGFR P1.R TOE Z DECK' AND COVERED PORCH NOTES: 3-Ed COMMON GALL ENDWALL RAKE AND i TRUSS 8d COMMON (01,4"O.C. Ed COMMON 0g,4"O.C. SEE NOTES:1,3 Intl 7).Dam roof extoric r of foun dation with bitu min ri contini aspersectiorR406of 10 TIFAM JOIST NAIL ...........................____......... ------------ - --- ---------------------- 9 to N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END NOTES the below grade portion of exterior walls prior to linckfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON TO JOIST JOIST NAIL -fill NOTES ARE ONLY BEREFERRED TO IF MENTIONED 1111 SCHEDULE Narl ONLY. 8).Diatinge as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joistr,to be bolted to each post with washi:�rsand nuts. BAND JOIST TO- 2-16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE- I of the Girders on concrete pinrs shall be anchored with propcirsteel connectors anchored 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side roof peak, - attachments required shall be used. 'JF,T,_ I _ES ROOF SHEATHING: ��::41 FRAMING NOI into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and li the 4 foot perimeter edge zone 77 NAIL NAIL 1).All framing techniques and methods as proscriptive design of 1905 SBC High Wind 3).Posts supporting girders shall be anchored ton 112"A 2"xl 2"thick concrete tenting. JOINT DESCRIPTION CITY SPAC ING 2).Tabulated 12 inch o.c.nail spacing assumes rhoathing attached to rafter truss framing members with G>11.49. Edition Wood Framing Construction Manual. Use a minimum 1'12"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. -------------- For framing members with<0.42<G<0,49,the nail spacing shall be reduced to 6 inelies o.c. below grade.Porches with covered roofs shal'have 12"dia.concrete piers for the,girders. AS PER TABLE 3.8 2).Unless otherwise noted,all training and structural wood material to he 1/2+BTR. STRUCTURAL PANEL Ed WFCM-STIC 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter!truss framing mombers with G>0.41).For Douglas Fir. 4)_Deck joists to have blocking at 8'0 c.c.. CEILING SIdEATHING: framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 3).Floor-,,walls,ceilings and rafters to be spared at 116 inches o.c-unless noted 1`�)�A min irnum of 10 inch flashing shall he installed br,,tween the building and lorlger. NAIL otherwise. JOINT DESCRIPTION NAIL. Ledger to be of to building with 1/2"dia.bolts with washers and nuts CTY. SPACING where needed. ........... WALL SHEA"T"'11ING REQUIREMENTS FOR WIND LOADS: NA C NJ Y 4).Unless otherwise noted,all bearing will headers to be(2)2YI0 42-f BTR.Doug.Fir. GYPSUM roo 7" 0 C EDGE ......................... each side of all 5d COOLERS SHEATHING LOCATION NAIL SPACING NAIL SPACING AT iNTEWAIH)IATE NOTES Bearing wall headers to have(2)jark studs and(2)full length studs on e 6).Concrete piers shall be a rininimurn 6"above grade. r10 WAI C' F I Ft(".) openings.LVIL header,to have(3)jack studs and(2)full leng0i studs on each side of WALL SHEATHING.- AT PANEL EDGES SUPPORTS IN THE PANEL FIF LD openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7) All joists to be.supported with hangers and anchors.Each Joist shall also bp am-�hcred ..........--------------- SEE ll BOTH FIELDS) - NAIL NAIL 4'EDGE 70NE Ed COMMON 6"O.C. Ed COMMON @�)12"O.C. NOTE_ P NEL FIELD openings between 4'11 arid Kii arid 2x6 wall openings between 6111 arid 8T.Provide fire to girder(-,), JOINT DESCRIPTION ......... .......... 2 R--- and blocking where applicable. CTY. SPACING IN I CRIOR ZONE Ed COMMONSEE 6"U.G.O.0 Ed COMMON Cc�12"O.C. S O'f 3 8).Covered Roofs shall be assembled and anchored the same manner as a typical blillding. STRUCTURAL Ed COMMON AS PER TABLE 3.9 5).All rush beams/headers to be installed with heavy duty ri hangers and PANELS WFCM-SBC N 0'T E S anchnir s where applicable to all connecting joists PLUMBING NOTES 7/lf"OSB 3"O.C.EDGE ------ ------- PLYWOOD 6d COMMON 6"O.C.FIELD THESE NOTES ARE ONLY BE RErERREDTO IF MENTIONED IN SCHEDUI 1:NOTES ONI.Y. 6).ll up floor joists Linder walls that run parallel to the flocrjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential .......... Floor-,to have cerarnic file installed shall be verified for proper load capacity unless noted Construction Code, GYPSUM 5d COOLERS 7" O.C.EDGE 1).For wall sheati wiffiiii 4 feet of corners,the 4 foot edge zone attachment reqiiii-ernents shall on planr- WALLBOARD 10"O.0.FIELD be used. lot 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide block in gihridqi in q in floor joists at 8'0 o.c..Use solid blacking in floor joists FLOOR SHEATHING: 2).Tnbulotod 12 inch o.c.nail spacing a7surnes shrmthing attached to rtud fraryi;nq members w:Ih provide ad0(JLJatP bracing arid plaits to protect arid secure the structure.Verify with the, JOINT Sr G>i Forframing members with 0.42<G<,the sprcings shall the reduced to 6 inches o.c. under all hearing wAls- 3).If wall studs,plates orjcistsare cut out during installation for-any plunihing related work, �E9CRIPTION I NAIL NAIL 8).Provide insuliflon battles a+eave vents between rafters.Instal draft blocking as slate code and maruracturo's recommendation for maximum Il size and spacing permitted. (7� STRUCTURAL PANELS 6"O.C_EDGE 3).For exterior panel siding,galvinized box nails shall be permitted to be subftitOnd for common nails. neeni HVAC SYSTEM NOTES VORLFSS " Ed COMMON 12"O.C.ll fi)�Unless Otherwise noted,all roofs and walls to have a minimum 1/2"thick,4--ply Fir 1). Mocharricalsubcontraclor is rospons'l for adhearing to all applicable codes arid Safety N"I"ES' CDX exterior shnnIhing grade plywood.Plywood to cover over plates and header.,;. requirements. WALL I-E-C-4END TI IESp'NOTF:�S ARE ONLY TO BE REFERRED TO IF '10).Unless otherwise noted use 3/4"thick I'll S Fir or Advantech plywood subtloor MENTIONE adered h P1.400 adhesive and screwed to floor joists.Finished floor to be installed 2).HVAC subcontractor is to fully coordinate all system data and requirements with the D IN SCHEDULE NOTES ONLY. NEW WALLS ovensuhifloor as per manurfacture's instructions. equipment supplier. 1).Nailing requirements are bared on wall sheathing EXIETfNC-r WALLS F"77217077777==11 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed6"on-center at the pand edge. If wall sheathing 11).All bathroom walls to have 1/2"thick moisture-resk;tant shopfrock.Garage walls and Contractor and owner for final roview and approval. IS,nailed 3"on-ccliter at the panel odge to obtain higher ceilings and over furnace to have 5/8"thick tyri sheetrock-All other parts of building --------- i TO BE REMOVErD to have regi ilar 1/2"sheetrock.All walk;to be taped and finished. shear capacities,ri requirements for structural ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 12).All roof with a pitch less than 4:12 shall be installed with<in Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates,,hall be used to maintain load path. approved equal.Flat reefs slinil be applied with a Fiberglas base sheet with an EPDM 2).Vlhpn It sheathing is coiltinuous over connected torch down type materil over. 2).All electrical work shall be approved by a qualified Underwriter. mernbers,the tabulated nLJMbN'tofuails shall be permitted to I-)(-red ured toll-16d nail per foot. aml;'i'yl II 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide clotnc-.Iors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. Ala I.e. 0 n. iVIIINIIfl!mZ T