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HomeMy WebLinkAbout34733-Z ao�p cpm Town of Southold 8/10/2021 o P.O.Box 1179 y 53095 Main Rd E' 41 4 r r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42223 Date: 8/10/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1855 Kenneys Road, Southold SCTM#: 473889 See/Block/Lot: 59.-7-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/6/2003 pursuant to which Building Permit No. 34733 dated 6/2/2009 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: >_ bathroom addition to an existing single family dwelling as applied for. The certificate is issued to Hoffinan,Glen&Miller,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 34733 7/9/2021 PLUMBERS CERTIFICATION DATED 10/8/2012 M mbing Aeating Author' e Signature FORM NO. 3 TOWN OF SOUT.HOLD 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. 34733 Z Date JUNE 2, 2009 Permission is hereby granted to: GLEN HOFFMAN X05 NEW YORK,NY lr&91-F DOD 3 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 29792 at premises located at 1855 KENNYS RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0007 'Lot -No. 012 pursuant to application dated JUNE _ 2, 2009 and approved by the Building Inspector to expire on DECEMBER 2, 2010 . Fee $ 150 . 00 V Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 3 q 73 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. 29792 Z Date OCTOBER 8, 2003 Permission is hereby granted to: GLEN HOFFMAN 333 EAST 34TH ST APT 8N NEW YORK,NY 10016 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1855 KENNYS RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0007 Lot No. 012 pursuant to application dated OCTOBER 7, 2003 and approved by the Building Inspector to expire on APRIL 8, Fee $ 150 . 00 Au i ed Signature ORIGINAL Rev. 5/8/02 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: Ar 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) [ion-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 epmpleted 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.Op,Alterations to dwelling$50-00, E 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: House No. Street Hamlet Owner or Owners of Property: [.per,--� �j f o P;,,L4�-� Suffolk County Tax Map No-1000, Section. Block 7 Lot l Subdivision Filed Map. Lot: Permit No. 3 7 3.3 Date of Permit. _I- Z— 01 Applicant: Health Dept.,Approval: Underwriter's Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplica► t Signature ®�aoF sovr,�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devline—town.southold.n us Southold,NY 11971-0959 ® �® y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Glen Hoffman Address: 1855 Kenneys Rd city:Southold st: NY zip: 11971 Budding Permit# 34733 section: 59 Block. 7 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46628ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 100A Switches 2 4'LED Exit Fixtures 11 Pump Other Equipment: W/D, 100A Meter Main Disconnect, 20 Circuit Panel - 19 Used Notes: AS BUILT NO VISUAL DEFECTS " Bath And Service Inspector Signature: Date: July 9, 2021 S.Devlin-Cert Electrical Compliance Form As _Hall. 53095 Main-Road `--. ..--._-_- _ Dy • P O Box 1179 Fax (63 1) 765 �• - �eYork 11971-0959 •( �, Telephone (631) BUILDINC'DEPARTMENT TOWN 0 SOUTT30LD CERTIFICATION Building Permit-No. - - (Please_,pnn() Plumber. v �U/�-+ i43 41—l�-���, rS (Please pant) I certify that the solder used in the water supply system contains less than 2% 0 of I % lead (Plumbers Signature) pa S%�om to before me this 0 a ,i3 of 20� DENISE KING Notary Public,State of New York Reglstratlon #011<16041757 l oualified In Suffolk County My commission Expires May 15,2 Votary Public, oitnty 765-1802 B�ILDING DEPT: NSPECTION { FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ,"INSULATION [ ] FRAMING [ ,;] FINAL [ ] FIREPLACE & CNIMNEI/f REMARKS: DATE l �� o � INSPECTOR 70-iso: BUILDING DEPT. INSPECTION [ ] FOUND ION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REM ,6? ax DATE D IN ass-iao2 UILDING DEPT. INSPECTIO [ ] FOUNDATION IST RO PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL 8 CHIMNEY REMARK DATE I D INSPECT J 765-1802 B T. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Z ` DATE d INSPECTOR �" so A TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ] ROUGH PLI3G. FOUNDATION 2ND INSIULATION FRAMING / STRAPPING [ZFINA FIREPLACE & CHIMNEY I FIRE 11 INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION REMARKS: o 0/7 -4 V/ DATE /0 xz4 Aco INSPECTOR. SObry� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH BG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM . BKS: DATE / ® �� INSPECTOR rjf so 3473--3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST I ROUGH PLI3G. ] FOUNDATION 2ND ] INSULATION ] FRAMING / STRAPPING [,XF I N A L /ez_ P, FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OF SOUIyo� •� � l � # TOWN .OF OUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- DATE EMARKS: ,DATE INSPECTOR '- Wi IL�ILnYAM i ;1- > l'1 MW ME 00 EW/ FEW - 6UAKL Ur dL•aLln . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC . . . • . . . . . . . .. . . . . . .. .. . . . . TEL: 765-1802 TRUSTEES . . . . . . . . . .. . . .. .. . . . . . NOTIFY: fCALL . . . . . . . . . . . . . . . . . . .f•• Exanined.......�� � ...... 20.... �n MAIL TO: . . . . . . . . . . . . . . . . • - • - Approved........��.�...., .. Permit ` ................................... Disapproved a/c ... ..... ..... ................................... .......... ................ 1 • • I• - pector) n APP CATIO UILDING PERMIT Date. .. 6 _ , 20.03 INSTRUCTIONS a. 'This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY tVM, to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name, if a corporation) (Mailing address applicant) State whether applicant is timer, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ........ � ......C. . ................................................................... Name of owner of premises GtQvo.: „1..144 ait).. - �6.ebo :s ....mu�.t d� .................. (as on the tax roll or latest d . 1:� I a licant is; corpo tion, signature of duly authorized officer. . . ....... ... .. .... •(Name and title of corporate officer) --••••• •- -�!Builders License No /�/.��/..J.. Plumbers License No. .��.7.'t�.,I� :�? . Electricians License No. LX.f?. n...... - Other Trade's License No. ..... r1 1. Location of land on which proposed work will be done.. .`.!�.`...`. .. ............................... ......................... ....................�J.. .': ��G'h.................. House Number trbbt Hamlet County Tax Map No. 1000 Section ... q...... Block .......7 ....... Lot ...... .L.o-0:-o-.. -•- Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of enisesand a�intended use and occupancy of proposed construction: a. Existing use and occupancy .. 'S��C !l:R G:��.............................. ..:...................................... b. Intended use and occupancy L�. ..,.�.. .(`ems:�.............. . . . .. .. . t 3. Nature of work (check wlhicm applicable): New Building ........., Addition X .... Alteration .......... Repair ............ Removal ............. Ilemolition ............ Other Work ....................... .. . . 4. Estimated Cost .. .� ..�; . .r fee .............................................. (to be paid on filing this application) 5. If dcaelling, number of dwelling units � !.: ....... IbT.mer of ckaelling units on each floor ....�>..5...... If garage, number of cars ....I....... il/.�1':.......... ......... 6. If business, commercial or mi�aed occupancy, sliecify'nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: , Front... (;�....... Rear .L�?�......... Depth ... .. height ......�..7............... Nmmber of Stories ............... y� y Dimensions of same suture with alterations pr additions: Front . Rear ..... ........ Depth ..... Height. r------1.,X......... Number of Stories ......'........ a. Dimensions of entire new construction: Front ......4�....... Rear .....'..... Depth ........ Height .........E-2 d............ Number of Stories ...../.............'.. 9. Size of lot: Front .......���......... Rear ....7 S!`......... Depth ...../..5j�......... 10. Date of Purchase ......:!�...__...... Nam of Former Owner Php[�_.�_) �....�J.!"w�Q�r 3...... ll. Zane or use district in which,premises are situated ....q-t"aei k-j........................................ 12. Does proposed constructionviolateany zoning law, ordinance or regulation: .....06.............. 13. Will lot be regraded ....A.) ..I.."�""...��.....J Will excess fill be removed)from premises: YES �A 14. Names of Owner of premises lUiu►v. .l.lU. (t,l.... Address ... ................ Phone No. .............. Name of ArchitectX.AA111.6rK .� ':L�N l V" u�`1" .a Q v��/c�S"�� 1 / ' .. .... Address ... .... .1��:D-........... Pthone No. .....Name of Contractor :� .......... Address. ,. .Y Phone No.&.9k-�sof. 15. Is this property within 300 feet of a tidal wetland? * WIS .......... NO ..... *Ir YES, SOLMM TC)4N -S PERMIT MAY BE RE()ITIRf,. PLOT DIAGRAM Locate clearly and distinctly aXI buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street n--rms and indicate whether interior or corner lot. 7' srnlr clr raga x<>��. � C �r \ COUNIY (lr' ',�V .1. . SS....... q0,�j 1 e� j} f A .....................being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named, le is time ... Qr /1Cr ......................................................................... (Contractor, agent, corporate officer, etc.) :)f said owner,or owners, and is duly authorized to perform or have performed Uhe said work amxl to make and file this application; that all statements contained in this application are true to the best of his knowledge arxl belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,before me this :20 ... ............day of ©G 3.._ Notary Public ........... ... ......... . ................. �ONNIE9'f (Signature of Applicant) Nohrgr Public,SteteOf lfee VA No.01006095328,%foalt Co ft Term f xpina JOM 20yL ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y 2 5 V2�own Hall Annex'- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy. 1110P hone 631 765-1802 - FAX 631 765-9502 E �..t rogerr southoldtownny.gov seandt'�southoldtownny.clov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6.8.21 Company Name: REP Electeric Name: Robert Paladino License No.. 46628ME email: 111,10-1119011+;g Or., t =, Phone No: O✓ I request an email copy of Certificate of Compliance Address.: ox ox 635 114UU Route 25 mattituck, NY 11 9b2 JOB SITE INFORMATION (AII'Information Required) Name: Glen Hoffman Address: 1855 Kenneys Road Cross Street: North Road /Soundview Phone No.: 917 750 5577 Bldg.Permit#: 34733 email: glenhoffman@me.com Tax Map District: 1000 Section:59 Block: 7 Lot: 12 BRIEF DESCRIPTION OF WORK (Please Print Clearly) See permit. Small extension, new box See-permit. Small extension; new box See hermit. Small extension, new box Check All That Apply: Is job ready for inspection?: O✓ YES O NO E]Rough In []Final Do you need a Temp Certificate?: ❑YES ✓ONO Issued On 6.8.21 Temp Information: (All information required) Service Size 01 Ph 03 Ph Size: A # Meters Old Meter# O New Service O Service Reconnect [] Underground F-1 Overhead # Underground Laterals 01 02 OH Frame OPole Work done on Service? DY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx vY Y PERMIT# Address: Switches Outlets GFI's Surface Sconces I H H's UC Lts Fans Fridge HW Exhaust �� Oven Dryer r Smokes DW Service G ( [ S Carbon Micro - 1,0 enerator Q Combo - Cooktop �a!" ransfer-' AC AHuGcl� Mini � r - -Special: -- - - - -- -- ------ ----- �- - --- - ------ _ -- --- ------�-- ----�----------- ---- - - - ----- -- Comments r - --. - Glen Hoffrrhan 1855 Kenneys Road - r" APR Southold,,IN.Y. 11971 _ ti 6 (917)-750-8577 WAbG i QIVN O, C?[.�,.4�1.p 4.6.05 .- To: .6.05 .Tv: Sout:},old Down Dep't of Buildings 631-765-9602- Building Dbp't: As per our phone conversation on4.6.05, 1 have a permit out for an extension that was added to my home at the above address. I hereby request an extension of the permit iperiod-(set to expire on 4/8105), in order to schedule,the final inspection bei able to schedule up to this point. Please accept my apologies for not be yoo for your consideration in this matter. B Bards, offrinan I OF SO�r�ol h O Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 �Q oly00M BUILDING DEPARTMENT TOWN OF SOUTHOLD July 18th, 2006 Glen Hoffman 333 East 34th Street Apt 8N New York, N.Y. 10016 RE: 1855 Kenny's Road SCTM# 059 0007 012 Dear Mr. Hoffinan, Please be advised that your Building Permit#29792 issued October 8th, 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of$150.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SOUjyol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 �yI'OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 22°a 2007 Glen Hoffinan 333 East 34th Street Apt 4 New York, N.Y. 10016 RE: 1855 Kenny's Rd. (addition/alterations) 2nd NOTICE SCTM: 59 7 12 Dear Mr. Hoffman, Please be advised that your Building Permit#29792 issued October 8th, 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$150.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. OF SOUry�l � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • 0 Telephone(631)765-1802 Southold,New York 11971-0959 �yI'M BUILDING DEPARTMENT TOWN OF SOUTHOLD October 31 st, 2007 Glen Hoffman& Barbara Miller 333 East 30 Street Apt 9-13 New York,N.Y. 10016 RE: 1855 Kenny's Rd. (Additions/Alterations) FINAL NOTICE SCTM# 59.-7-12 Dear Mr. Hoffman&Ms. Miller, Please be advised that your Building Permit#29792 issued October 8th, 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 150.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. O�*®f SO!/r�®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �l • �� y�®UIVT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 27th, 2009 Glen Hoffman Barbara Miller 333 East 34th St. Apt 8-N New York, N.Y. 10016 Re: 1855 Kenny's Rd. SCTM # 1000-59.-7-12 Violation To Whom This May Concern: Your building permit # 29792 for construction of an Addition/Alteration has been referred to me because you have not responded to requests to obtain your certificate of occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to contact me at (631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m., or legal action will be taken against you. espectfuIly YoursLIcri o I g Department �QQ�1 Local Criminal Court TOWN OF'Southold Docket No.'(s) VIOLATION INFORMATION STATE OF NEW YORK)' , - Glen Hoflinap COUNTY OF SUFFOLK ss 1855 Kenny's Road - )Defendant(s) TOWN OF SOUTHOLD) Southold, NY 11971 The undersigned Town Employee of the Town of Southold, being duly sworn, says that On and before May 13,2009 at 1855 Kenny's Road, Town of Southold, County of Suffolk; State of New York, the defendants Glen Hoffman wrongfully, intentionally; knowingly, recklessly, with criminal negligence, committedthe offense of violating Southold Town.Code Sectio- n,144-15(A) § 144-15. Certificate of occupancy required; application. -A. No building hereafter erected shall'be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector: To wit; the defendant is occupying a single family dwelling and utilizing an accessory garage without,a certificate of occupancy for either structure. This complaint is based on personal observation, and records and files of the building department. SWORN TO BEFORE ME THIS �1 DAY OF 0 r/n Signature of Official Administering Oath. C plainan Notary Public Title Town of Southold, CONNIE D. UNCf� Notary Public State of New York Qualified inhSusflfolkOGounppyy Commission Expires April 14,Z0� ..., ., :{ y —a-- , .-.,...._ .- -r-r-.,.,. .,...-n�r"rd-•s'«r•Z`.-a'+a,.•..:.,.az-.mrc�i.:mss„ .�;.J'-S`.',a;�^r�`'f%;+',4�n ""r7:`k^. ','.u,�""'��+y..i' `,'>x.^n:^;r,.•c.'_:x^�tM�sarsnr,:e, '- � ,,..r...r-•. . ,, TOWN OF SOUTHOLD APPEARANCE T1 ET ; ' Southold,New York,11971 ,Issued to: commission of the offense of- CC C00amciA J A" How"") I - 4 --i� . . Last Name First Name ,a,,. M.I. AA1 Number and Street contrary to the provisions of City or Town State Zip " • Section / YOU. ARE HEREBY directed to appear at the,,,Jugtib, y �` Court, Town of Southold (Town Hall) 53095 Main Road..,,; of the code of the Town of Southold (State Route 25), Southold, New York 11971. Dated: ��/:/:�7; - � - Issued and subcribed Onthe -� - b - — — ---- at AF �,y�=o'clock in the M. Nmpe,, -j - in connection with your alleged TitleIm-, A<�l')19 4'X19 IF YOU FAIL TO APPEAR ON THE DATE AND TIME IND'IATED, A C AIN SUMMONS OR r WARRANT FOR YOUR ARREST MAY BE ISSUED. ' �o��®F SOUTH®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G ® aQ Southold,NY 11971-0959 �Q �yOwn,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 16, 2010 Glen Hoffman 205 3�d Ave, Apt 8H New York, NY 10003 RE: 1855 Kennys Road,Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy Application of Certificate of Occupancy. (Enclosed) V Electrical Underwriters Certificate. A fee of$50000 \ ' Final Health Department approval. y Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34733-Z additions/alterations 4V SOUry® 01 v Town Hall Annex ~® �® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yC®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26, 2011 Glen Hoffman 205 3rd Ave., Apt 8H New York, NY 10003 Re: 1855 Kennys Rd, Southold TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: epplication for Certificate of Occupancy. (Enclosed) b*) Electrical Underwriters Certificate. 7mee of$25.00. inal Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. ' Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 34733 — addition/alterations SO!/T�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yC4UNTN,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 8, 2012 Glen Hoffman 205 3`d Ave, Apt 8H New York, NY 10003 Re: 1855 Kennys Rd, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. (contact your electrician) A fee of$25.00. Final Health Department Approval. /Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#795-1892) Final Planning Board Approval. (Planning#795-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 34733 —Addition/Alterations i 5ebtlat"o R jr r r P$ f u 41 38' Lj } G1•�W=N-P i-d Or • Cf��Jai 1 . 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Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code' REScheckSoftware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\MILNERrck PROJECT TITLE:ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/27/03 4b �'�DEE, DATE OF PLANS: SEPTEMBER 2003 PROJECT DESCRIPTION: < 1855 KENNYS RD ` SOUTHOLD,NY COMPLIANCE:Passes Maximum UA=28 Your Home UA=21 25.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 52 21.0 6.0 2 Wall 1:Wood Frame, 16"o.c. 187 15.0 0.0 14 Window 1:Wood Frame:Double Pane with Low-E 8 0.330 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 52 30.0 0.0 2 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 li with this Code. Builder/Designer Date 2 3 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld DATE:09/27/03 PROJECT TITLE: ADDITION Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling 1: Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: [ ] I 1. Window 1: Wood 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: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: 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 with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] 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. [ ] I 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. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: t ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I 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. [ ] 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),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ l I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ l I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] 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 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. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% 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 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to lot Up 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 by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" 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 r NOTES TO FIELD (Building Department Use Only) i r 6'-6" UNDERi'rRITERSCER!Fi�' ,, 7" REQUIRED --------------------- A A APPROVED AS NOTED -------------, , DATE: � �?� y .-----------------, ' y B.P.#,.._ Z-2-- FEE: i BY: ��— NOTIFY BUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE o FOLLOWING INSPECTIONS: '- ------------' -'-- i 1 00 t. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. 3. OU H - FRAMING & PLUMBING ------------ I-------- ------ ----------------------------------- 4. FINAL CO- CONSTRUCTION MUST MPLETE 777 OR JEE CONSTRUCTION SHALL MEET THE - -------t---------------------- ' UIREMENTS OF THE CODES OF NEW K STATE. NOT RESPONSIBLE FOR MIN. OXENI IGN OR CONSTRUCTION i ACCESS OPENING ' ERRORS. ' EXISTING HOUSE mrull COM. Y WITH ALL CODES OF ► K STATE & TOV1N CODES'AS-AEQ F3 ED AND CONDITIONS 0%- L-- ;'L-- - REAR ELEVATION _ SOUTHOLD TOt"1NZBA SCALE: 1/8"=1'0" SOUTHOLD TOWN, PLA,;".",;; JL OUTHOl0 TOM OUT FOUNDATION PLAN N.Y.S.DEC FLOOD ZONE COMPLY WITH CHAPTER "4,6" FLOOD-DAMAGE PREVENTION SOUTHOLD TOWN COQ-. Pl-U44,19ER CERT/F/C nA� r /O rF 1 E ATER .71L T BEFORE OF C U OLDER USU IN{W SUPPL Ys y T �:. EXCEED 2110 OF I o,L F r - RIGHT ELEVATION SC ALE: 1/8"_1'0' PLUMBING ALL PLUMBING WASTE 6'-6 i0o &WATER LINES NEED 7" 1 4'-9" 1'-9' -._-- -_- _-- _-- ----_-___-_- ._-. _-- ___- .-- _----_-... ----___._--.--_______....---.._.__---___-- _...._ TESTING BEFORE COVERING A21 --- -------- - _�. .._ .:_..^..._ ... _.` ._.. ._._ ._.._. ...._ ._.W.._._ ._-.._._ ._ CERTIFICATION ......_._.. .... .. .. ..... . .. ....._.. ... ..........._ O NAILING & CONNECTIONS �' ❑ «. - -__.-_A_A A:A A: :A : A._._._. __._._.A .A .:A._ - A _ A:: w A- .:Awry.:AJw^A :A :.: REQUIRED. r o X6 R 4 CJ®16 OC FM' USE - - - - - - 2'_8" _ .. ._ ._. . _. _ _. . .. _ - _. to S ' -yFU CERTIFICATE _l. . . . . - - - -- �CUPANCY LEFT ELEVATION ALL CONSTRUCTIOI SHALL EXISTING HOUSE SCALE: 1/8"=1'0• WET THE REQUIREMENTS OF THE Q4DESoENEW YORK STATE. FLOOR PLAN ADDITION 1888 KENNYS RD., SOUTHOLD PAGE 1 OF 3 DATE September 21, ®GALE 1/4" = 1'0" DRAWN 131' M, HAND ROOF: RIDGE VENT 12 1St.FLOOR EXTERIOR WINDOW/DOOR OPENING SCHEDULE ASPHALT ROOFING QTY. WIFGR. GAT.NO.DESCRIPTION UNIT S.F. EGRESS S.F. GLAZING S.F. U-VAWE ZONE EXPOSURE MRH MIN.DP UNIT DP NOTE 15# FELT UNDFRLAYMENT (p 2 ANDERSEN A21 AWNING 4.O 0,8 2.6 0.33 5 B 1111-1/2" 30 30 1/2" CDX SHEATHING MRH 2X8 RIDGE 2X6 RAFTERS 916"OC 2X4 CJ R21 INSULATION (CEILING/ROOF) ®16"OC ALTERNATIVE FOR OPENING PROTECTION WOOD STRI.^.TURAL PANELS WITH A HINIMIM THICKNESS OF Tile"AND H—IT IM SIDING PANEL SPAN OF S FEET SHALL BE PERMITTED FOR OPENING PROTTSTION IN ONE-AND TWO-STORY GLILDINSS.PANELS SHALL BE PRECUT TO PJM^BLAZED WH. CEDAR SHINGLES = OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 15# FELT UNDFRLAYMENT _ - - _ (REFLT¢TOSECTION 16031.4.16036.5 AND TABLE 1603.1.41 1/2" CDX SHEATHING O \ TABLE 1609.1.4 2X4 STUD) GD 16"OC WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS R15 INSULATION Q) I FASTHER S1­N3 nN HEsI I FASTNER PANEL SPAN ZFEET<PANEL FEET<PANFI FEET<PANEL TYPE <2 FEFT :PAN c 4 FEET SPAN c 6 FFFT SPAN�8 FEET 2-1Y2•k 5 QWOOD SCRE AS 15 i6 12 9 2-112*tl 15 18 15 12 FLOOR: WOOD SCREWS 3/4" SUBFLOOR 2X8 JOISTS 816'oC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL P.30 INSULATION FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS SILL: (MAXIMUM MEAN ROOF HEIGHT:35') 2X6 PT PLATE / 10" TERMITE SHIELD SILL GASKET SHUTTER ASSEMBLY N.T.S. i —_— I FOR PANEL SPANS: III—III FOUNDATION: II �—III—�� _ �� —III—III—III—III—III= 0<4'0 WIDE SPAN \ =III= 8" CONC. BLOCK WALL =III= =III=III=10 =III—III=III=III= 23/32"ARA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD —III: DAMPPROOF EXTERIOR —I 1=III=III= I z —III—III—III—III—,� {OVERLAP AROUND OPENINGS 4") ' =1 16"X8" CONC. FTG. —III= =III_=111 =III=III=III=11 ` — — — — ASSEMBLY: i —1 I=III-1��=t, III-111-111—III—��I ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ 11 III=111=III=111=111=111=111= -111-111-111 1=111-111=111=III' X110(w/VIJASHERS)GALVINIZED OR STAINLESS STEEL III=III=III=111=III=111=III-,° o . ° =III=111=III-111=III=111=III= WOOD SCREW @16"O.C. III=III=III=III=III=III=II, � .II—_. _ ___ '_`- 11=III=III=I IIIII=III=III_' I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III 410 TEE NUTS ATTACHED TO BLDG.w/410 (W/WASHERS) MACHINE BOLT @ 12"O.C. C ROSS SEC T10N I�. �I II h'' r'I• MULTIPLE SECTION ASEEMBLY I I 1 14'THICK BOLTS.2'00 II II I I 11 11 I II 11 I '. II••. SHUTTER ASSEMBLY 1j]I - N TS- J FOR PANEL SPANS: 11 1 1 I I 11 WIDER SPAN 23/32•APA SPAN-RATED 42/24 SHEATHING GRADE PLYWOOD I ''0 rl•' „• CONSTRUCTION DETAILS E WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTOR :D IE AP AROUND OPENIN3S4 I, II CONNECTION LOCATION: PART NUMBER: NOTES: 2 4 3TRONG49ACKS.24°Dc I I 1 g83EMBLY RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS 11.PREAsscMBLE PLYWOOD TO aa's�•10.w:wnsHERsI GALv1NIzm OR STAINLESS STEL-L WOOD 5.-- .R" RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER 21.ATTACH 6—TURAL PANEL,FA-TEN TO SUILOINS APPLY TO EACH RAFTER coo,WASH—) a EE-W O iIw.ED OR sTAINLEss sTEFy NOTCHED RAFTER RAFTER-TO-PLATE RT15 (USE WITH SPTH4 CONNECTOR) ALTERNATIVE FASTNER FOR 9HItTTER TO BUILDIN'B RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD •10 TEE NUTS ATTACHED TO ISLE,-.1•10 w,WASHERS, ' RIDGE 1--E eDLT.12'D.D. RIDGE 21,10.FLOOR WALL-TO-IST,FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT-I APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST.FLOOR-UNDER-SILL PLATE MSTA36 OR 8516-RE WITH 3" SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2"SPACING BETWEEN THE END Stub ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS RAFTER FOR ALLOWING P LT ANCHORBDLTCONNIF-ON FOINOATION S'M DIA ANCHORING CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDCWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION Isioav 72-OC 4'Id ROOF VENT CRAWL SPACE OR FODUNDATIONri TOP PLATE FASTEN WITH(2)16d SILL PLATE TO FOUNDATION STORIES 3s,cc ROOF TOP PLATES COMMON NAILS 0 6"G.G. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1 STORIES 57'OC SLABHIN-GRADE 4 WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS ('"1 \ WALL STUD (US=LBPS5S OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION ATTIC 1 v4 uu 1 vz 1114 3 2ND.FLOOR WALL STUD KING STUDS I,.. 7�:^,IYi F� - Fmi A{;,h /Li„S, / 2ND.FLOOR PLATE CRIPPLE STUD SH WER WOOD JOIST SUBFLOOR S LOOR 3 RIM BOARD HEADER 3 BLOCKING F.A.I.1 1/41 1,2 WOOD JOIST GIRDERMEADER IST. FLOOR TOP PLATES JACK STUDS 3" WOOD GIRDER WOOD JOIST a IST FLOOR WALL STUD TYPICAL HEADER CONNECTION J015T FRAMING OVER WOOD GIRDER J015T FRAMING FLUSH WITH GIRDER/HEADER BASEMENT TYPICAL MULTISTORY CONNECTIONS 1ST.FLOOR WALL STUD 0 a•c.I. TO APROVED SEPTIC SYSTEM HOUSE IST.FLOOR PLATE SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP SUBFLOOR SILL GASKET PLUMBING SCHEMATIC WALL STUD WALL STUD— RIM BOARD TERMITE SHIELD N.T.S. BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DBL.SILL PLATES DOUBLE JOIST DOUBLE JOIST DOUBLE SILL PLATE (TO OVERLAP JOINTS) " FOUNDATION WALLa FOUNDATION WALL o+ A DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS IST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUIIDATION ANCHORING ADDITION 1858 KENNYS RC)., SOUTI-IOLD PAGE 2 OF 3 September 21, 2003 SCALE 1/4" = 1'011 DRAWN BY M. HAND WIND FRAMING NOTES NAILING SCHEDULE FL,4N CONTENTS: NOTE5 GENERAL 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Qom, SPACING NOTES BUILDING USE RESIDENTIAL DWELLING 9 P. q � u CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TD 8'WALL:3-8d COMMON EACHTOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION 52 S,F, 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAILDESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with 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'WALL:4-8d COMMON JOIST 19(35 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND CzENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOISTLAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE 20 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the DESIGN LOAD 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 2-8d COMMON (LIVE LOADS PSFJ EACH TOE ROOF (GROUND SNOW LOAD) 45 accordance with table 3.3. TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END ROOMS (SLEEPING) 30 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 40 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: GAURDRAILS (ANY DIRECTION) 200 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY rJ'2S.F. 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 NOTES precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY• SPACING p p g P q LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUDTO 24" FACE ,. Sym-' . . or exceeds manufacture's specifications and applicable codes. Type I exterior shearwalls with a minimum of 7/16 inch wood structural panel on the exterior STIR 2-16d COMMON OCNAIL FIRE PROTECTION SEE FLOOR PLANS attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and (SMOKE 4 CO2 DETECTORS) 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE 9YP P 16d COMMON such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEACER ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOISTBAND JOIST2-16d COMMON PER FACE NAIL , , length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OF.BLOCKING determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: GROUND WIND SEISMIC FROST WINTER ICESHIELD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOD 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTYSPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST T0: PER TOE MODERATE SLIGHT TO concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL 45 LBS. 120 B SEVERE 3 FT. 11 NONE - 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: TO HEAVY MODERATE Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOC(ING 2-8d COMMON EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs ) SHEATHING LOCATION NOTES P 9 g• Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:15 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1 (BOTH FIELDS) 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTE:2 FOR PANEL FIELD DECK AND COVERED PORCH NOTES: JOIST ONLEDGER 3-8d COMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 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 IOIST PER END NOTES the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 8).Drainage as per section R405 of N.Y.S.Residential Construction Code, 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING. the 4 foot perimeter edge zone attachments required shall be used. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING ) P 9 9 9 9 9 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 D Unless otherwise noted,all framing and structural wood material to be 42+BTR. WFCM-SBC 3).Tabulated 4 inch c.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Douglas Fir. 4).Deck joists to have blocking at s'0 o.c.. CEILING SHEATHING:EAT H I N G: 1 9 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION OTY SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE ( ) WALLBOAM 5d COOLERS 10"O.0.FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all SHEATHING LOCATION NOTES openings.LVL headers to have(3)jack studs and(2)fu11 length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL S-I EAT H I N G: SEE NOTES:1,3(BOTH FIELDS) 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire NAIL NAIL NOTE:2 FOR PANEL FIELD and blockingwhere applicable. to girder(s). JOINT DESCRIPTION OTY. SPACING PP INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5).All flush beams/headers to be installed with heavy duly galvinized hangers and PANELS 8d COMMON WFCM-SBC NOTES anchors where applicable to all connecting joists. PLUMBING NOTES -; 7/16"OSB 3"O.C.EDGE 6d COMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6.).-Double up floorjoists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOE 6"O.C.FIELD `'. Floors to Dave ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM7" O.C.EDGE 5d COOLERS 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall on lans: WALLBOAI� 10"O.C.FIELD f:- p ` FLOOR SHEATHING:EAT H I N G be used. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7. rovide\blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with r' and all bear n walls. 3 .If wall studs,plates or joists are cut out during installation for an plumbing related work, ) P 9 g g t t 9 ) P 1 9 Y P 9 NAIL NAIL G>0.49.For framing members with 0.42<G<,the nailspacings shall be reduced to 6 inches o.c. provide adequate bracing and Tates to protect and secure the structure.Verif with the JOINT DESORPTION 9 ��_•,;1 P q 9 P P Y QTY. SPACING Prow a nsulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. .,. STRUCTURAL PANELS6"O.C.EDGE 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. n d. 8d COMMON HVAC SYSTEM NOTES 1"OR LEES 12"O.C.FIELD ).U hhervvise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir P g pp y NOTES: WALL LEGEND Q dxterior sheathin rade I ood.PI I)-Mechanical subcontractor is res onsible far adhearin to all a livable codes and safet g g plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 1 nlesi otherwise noted use 3/4"thick T&G PTS Fir or AdvanFinished ech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN)CHEDULE NOTES ONLY. NEW WALLIS ad ered with PL40O adhesive and screwed to floor joists.Finished floor to be installed equiment sulier. over subfloor as per manufacture's instructions. ppp . 1).Nailing requirements are based on wall sheathing EXISTING WA 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-centx at the panel edge.If wall sheathing ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher WALLS TO BE REMOVECE - - - shear capacities nailing requirements for structural to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall Io doubled,or alternate connectors, 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabilated number of nails shall be permitted 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ADDITION IB55 KENNYS RD., SOUTHOLD PAGE 3 OF 3 September 21, 2003 SGALE 1/4" = 1'0" DRAWN BY M. NAND