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HomeMy WebLinkAbout48366-Z yEE01 Town of Southold ao� aGy?� 12/10/2022 P.O.Box 1179 o _ 53095 Main Rd o� ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43675 Date: 12/10/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 49925 Route 25, Southold SCTM#: 473889 See/Block/Lot: 70.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/22/2022 pursuant to which Building Permit No. 48366 dated 10/4/2022 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: "as built"non-habitable finished storage room above garage with exterior staircase to existina single family dwelling as applied for. The certificate is issued to Leonardo,Paul&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48366 11/1/2022 PLUMBERS CERTIFICATION DATED Au ori e P ature �o�SUFF"�ao TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y . �47 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#: 48366 Date: 10/4/2022 Permission is hereby granted to: Leonardo, Paul & Stephanie 119 Oakside Dr Smithtown, NY 11787 To: legalize "as built" exterior stairs to existing two family dwelling as applied for. Additional certification may be required. At premises located at: 49925 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 70.-5-2 Pursuant to application dated 4/22/2022 and approved by the Building Inspector. To expire on 4/4/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $400.00 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $125.00 Total: $575.00 Buil cor pF SOUr�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Leonardo Address: 49925 Route 25 City:Southold st: NY zip: 11971 Building Permit#: 4$366 Section: 70 Block: 55 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt $ Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " FROG Inspector Signature: Date: November 1, 2022 S.Devlin-Cert Electrical Compliance Form SOUTH° * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS: firux �AAa_ DATE I u I% INSPECTOR OFSO!/lyo # # TOWN OF SOUTHOLD BUILDING ADEPT. 765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O REMARKS: '� G C6, w -DATE o d INSPECTOR pE SOGTyolo Li (6Xo& # TOWN-OF-SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG.a [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] "FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE-RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S l*NAV i DATE L " . INSPECTOR .. . , -r 1,� s r+ 'X ,. `� r �. i 1 T � �y . , ,�� tai, ,.�' - �� A � ' .. ,,� -� - �� ;f � � � - � �� ,4 �'`�� � .... ..� .., - .. t... J a �3=-••lliS 1 J I Q w,1ni • " _ h ChoueU + Ci ���Qi1�C5 tro rl L �+er Pon s Schoo . i kkls+. t •A. e i � 1 Prime_ V key_ Prime GO it E/ �. ♦ d Prime prime Prime Z, FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) M z O ROUGH FRAMING& N O PLUMBING Ln t v, r INSULATION PER N.Y. STATE ENERGY CODE d n FINAL ADDITIONAL CO MENTS o /a Co A Io 71 - crouA f429-3el "Z lb 26 22 Ale, ,-- eS.f m U/d Onto X �o O z x x d ro H Authentisign ID:48523FA8-D8AA-EC11-A22A-281878DCFF5B gUFFO(,�. =0�� COGyr2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only APR 2 2 2022 D, 12 Building4fffp rctor: BUILDING DEPT. Applications and forms must be filled out in their entirety:Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not.the owner,an Owner's Authorization form(Page 2)shall be completed. Date:3/23/2022 OWNER(S)OF PROPERTY: Name:Paul Leonardo SCTM # 1000-70-5-2 Project Address:49925 Main Road, Southold, NY 11971 Phone#:917-440-4726 Email:pleonardo.tmccarthy_@,gmail.com Mailing Address:119 Oakside Drive, Smithtown, NY 11787 CONTACT PERSON: Name:McCarthy Management, Inc. Mailing Address:46520 County Road 48, Southold, NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Jeffrey T. Butler, P.E. P.C. Mailing Address:P.O. Bo 634, Shoreham, NY 11786 Phone#:631-208-8850 Email: jeff@butler-ae.com CONTRACTOR INFORMATION: Name:NA Mailing Address: Phone#: J Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 51 Other Exterior Stairs $ Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes ®No 1 Authentisign ID:48523FA8-D8AA-EC11-A22A-281878DCFF5B PROPERTY INFORMATION _ Existing use of property:2 Family Residence Intended use of propert) Famlly Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RO this property? E]Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The'owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code..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,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(s)for necessary inspections.False statements made herein are, punishable as,a Class A.misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print ame):Ruth Love BAuthorized Agent ❑Owner Signature of Applicant: �a �� Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ruth Love being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therew'th. Sworn before me this JC � day of 20 TWMASA VACARTMY ry Pubiic umvy Pubw 8tata of Now YOM Sdifolk County-No.5004700 06 miasloe ExpUa NQVQM MUMKI If UMNI R AUTHORIZATION (Where the applicant is not the owner) Paul Leonardo residing at 119 Oakside Drive, Smithtown New York, 11787 do hereby authorize Ruth Love to apply on m 'f pjUo the Town of Southold Building Department for approval as described herein. PAUL CeohArdo 03/23/22 3/23/2022 Owner's Signature Date Paul Leonardo Print Owner's Name 2 ��o�Og�yFFOIK�oGy BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerra-southoldtownny.gov — seand cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/3/2022 Company Name: Electrician's Name: Owner see below License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Paul Leonardo Address: 49925 Main Road, Southold, NY 11971 Cross Street: Bay View Road Phone No.: 917-440-4726 Bldg.Permit#: email:pleonardo.tmccarthy@gmail.com Tax Map District: 1000 Section:70 Block: 5 Lot:2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Above garage non habitable space. Building department requires electrical inspection. Square Footage: TZ a T Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑Rough In 0 Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size F11 PhF-13 Ph Size: A # Meters Old Meter# F1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION 10 oz�� � BUILDING DEPARTMENT- Electrical Inspector Gym TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownnygov — seand(cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/3/2022 Company Name: Electrician's Name: Owner see below License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOE SITE INFORMATION (All Information Required) Name: Paul Leonardo- Address: 49925 Main Road, Southold, NY 11971 Cross Street: Bay View Road Phone No.: 917-440-4726 Bldg.Permit#: email:pleonardo.tmccarthy@gmail.com Tax Map District: 1000 Section:70 Block: 5 Lot:2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Above garage non habitable space. Building department requires electrical inspection. Square Footage: I a A-1 CircleAll That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0z 0 IvS PERMIT # Address: Switches Outlets� I GFI's �j Surface Sconces H H's �W I UC Lts Fans Fridge HW Exhaust 1 Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments MCCARTHY MANAGEMENT, INC. LETTER OF • 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 w o, JOB NO. (631) 765-5815 FAX (631) 765- 8 6 ATTENTION - TO W n �l9 pH RE: 4m t IL I �. e avi aura I Coo WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications I ❑ Copy of letter ❑ Change order ❑ i COPIESs THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. WCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 ' DATE � 9- JOB NO. (631) 765-5815 FAX (631) 765-5816 ATTENTION ��' RE: TO_ � Old v td ll i WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: I ❑ Shop drawings ❑ Prints `:; ❑ Plans ❑ Samples ❑ Specifications j ❑ Copy of letter ❑ Change order ❑ COPIESDATE No. DESCRIPTION � r 02l THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. - OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE JOB NO. (631) 765-5815 FAX (631) 7 5-58161� ATTENTION TO 1 O RE: 12 7# 10 D a -r7Q -5 -c2- WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: El Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of.letter ❑ Change order ❑ i i COPIESDATE NO. DESCRIPTION t I 1 B. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS BUILDING DEPT COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. ! 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(n Be McASuxXlID xon¢oM[AWYBeTwePN TTre vMInCAL 2RTDRE HANDRAD.FITITNGS OR BFNDINC$ARE USED TO PROVIDE i[ THEOP T S ---ATA ADIAQwT2aPM5A1wwTA ONTDNOUS TRANSITION BETYle&i FLIGHTS,TRANSITIONs AT WINDBB LPADa9f.eTNm M aRWTOTITRCSD DPPIfi WIINai ANYPLOM OF 3IA@3 SHAH.NOP IXCeED--.y MORE READS TNA MGM,THE PROM il -.FTAT. ORUS®A- TIIAN>A wpt rys NAOSIAAT OF A FLGHT,THE HANDRAa FIEIGHT AT THEFITIINGS OR BENDINGS RSU.]321wpDert TRP.Sw. SHALL BE PFRMHTFD TOIX®38INCHES(956 AAQ. 11` e1.4*x M.ATPORS waioe4 TBFwM Stott rove w MEAD D®rnoPNm IP35 THAN 1a a9pmS �LY-�- RII NP X 1'DCKaM O.s51M NeA.9ORep BRTw®uixE veRncAL nwems oPTirewamnosP 8311.].81 HANDRAIL PAOIECTION. FROTBClHB9 oPApAam^PT'RHwus wx limptwisernoNS wOH Txe HANOFTFI STKRWATPROJECT MORE THAN 01/i pCtmS(I II MM)ON EITTffR WA121➢tE wwD MTaPwta StUIt NAVE ATREAD DPrm OPxmlaSs Sg1E OF 1'HE STAIRWAY. TBAN 61N 1151M60AT Arvv P01NLwRliw Tire pESR wamtoPTire EX=ON:WF.NOS1NGS OF LANDN`OS,FLAORS OR PASSINGFLGH'IS ATTR RTDa1V ANY PLOHP Oe ST-.Tim WtaERwpDeRTREAD EEPTH ALRLwE3xALLNm EXpisDTimsMA11P5PwtNOPs iR£.Su ax PRO]ECTINTO THE STAIRWAYRIDUCING TTa:pP.SRANCE AT PA3SA'G (� ntAN3l11Nptrys MAO.mrvslnHNn.Y SHAPED wmvmlS ATTIre (lW WD4,F IBi SIDS SITY.PPOO -NOTMORE TFW1612pC}@S wAll[IItre SHAW ee ALlAwe0 wP11mS tlm SAME HSaNf OF SPAat3 AH (165MM)DTIO TIDi STAIXWAY.PROVIDED THAT THE STABIWID'IH AND TREADS ANO sxwu.Nmee ReQum®Tn aewmmt i{ANpRAp"pc.v ws ARE NOT REDUCED TUTEES THAN THAT REQUBtED. Cx(0AT 95 OPTire RBCI'ANGIIIAR'1W-Al.DA- ANRwPPx3ecnox RTx SPOW.sPAatwwvs sxAW eew 8311.].83 HANORAapFARANCB LL HAATMADS ADLACUTTO A WALL SHALL. W A SPACE OF NOT LESS TITAN Q PSU.is3NmiNm��D�i 112 p(T@4(38MM)B61W'PFI9 TIDI WAIL AND THE HANDRAILS. = M AT-.-GSANDPIADR3aP3PArewAr33HAWHAYB EXISTING FOUNDATION PLAN EXISTING EXTERIOR STAIR PLAN � w�� x15 OP CURVwSIRewTTire NOSaK Nm GREAT 1TxAx w�cpps M11.71ACONGNDDY. (1�1�iORwB£VELNm GRxAIPA TITAN 12 wCN(12]M1p AN0ffi!G n/ O r O sa wCB O9 sO0AxD NOP N08e THAN 1-W HANDRABSSFIAL.BE CONTINUOUS FOR TI�FUIL[ENGIN OP THE PLGHT, 1L pm5 O1 tAM)sxALLBe wovmeD or SPAIIwAYE.IIre OIES'184I FROMAPoMPDOtECTLY ABOVETHE'IOPRISFR-. FLGNTTDiDSS n NOSP`G NIOaA'RON SHAW NOTIX®TI®SMALBTP NOSata DNECILRNEORTHEIAWPST AM OP THE Pll OSTS ORSRAa ENDS SHALL W N Ttw+Ne wCR rys esaa wnvw ASTARwAr. BE REIT/RNFD OR SNAIL TPRD10iA]E pNEWH.NS[S OR SAFELY IFBMWAIS. a ON:ANmwC PROIeC1ION ISNm REQUpEDwI®16TNBDlRAD PXCFPGWS: Prot tSrm lBc9'pANUppff(z19 Mtq. 1.HAPOSTCONTINUrrYSHAtI.HEPFRBffITEDTOBENTFBRIWQOR A NEWIa POST AT A TARN IN A FLGHI'WII}I WINUFIIS,AT A LANDING.OA nwSRC 70 BE COMPOS IXTPRIOR SIA]RTRPAD931WI.COBw1.Y M01TIre A VOLmlAWFSTLREAD. W x 2. 3 ON ANOSrt-naNasml2 AVOLUTE,TURNOUf OR STARTINGEASINO SHALL ALLOWED 0 W TatMINAT80VERTHE IAWEYTTREAD. � ID Z� a5t�i.>b1ANDwm wa ST-AYS. TI®tE SHAW BE APLooR OR 1ANDwG ATTxe TOP Asm BOPPON aPPwp1 11.MSGRDS� U Txe Dat�I10N OP TiUVM. REQHANDRAILSSHAILBEOPOn OFTTIEPOLAWINGTYPPSOR O R3 sxAu,BENOTIPSS TH�>vsi s�wa9Tx OPTPm PUGm 92v®.wa PROVIDEEQUNAIBNTGRASPAHD . W a I.ANDw03oP3xwevs0lTrea'OIANS-QU-S R-'E-ULART1re DPP1H 1.TYPEL m AT AND TI®TmAL AReA3HALLBe RFQ niAr THAT FIANDRADSF PO LESST AR CR WCHU12 Q MID AEATEltD6 aPA auAamaoapRwW ARAnluseauALiOTtma£Qure®LANowe DIAtA3'D'R OP NOT LESS THAN II/4 pCtD+S(3]AAS)AND NOT GREATaITHAN WaY1 -CT THESPAIRWAYNA9.SSTRA1aITP M THEO(91Hw]Ire 2U4MM 5t U- DABCOor oeix,Svei MiwLL aeNmlacS TTIANNwCxa4 ryU Ms0. ( MMOTLESEHANDRAD.MNOT CmCl11MDNOHALLHAV TH u- eX�ITON.wPI.00R OR urDpclsNm REQGOUTO ATTire Toeoe Ar &IMMT (IWOT IB33 TIIAN9pCJ@SONOF)ANDNOTGREATe1t TNAN W -..--S-.aitlUOwG SiwlS Ar EN'p.mED 6-1/6INCHES(I60MM)ANDACROSS SECDON OF NOT MORE THAN 2IN INCHP3 7 aARAGQ PROVIIIPDTIiATADOOR DOPE Nm SWWa OVER TIIESTAIXS. (5]MM).EDGES SHALL HAVER RADNS OPNOTIESS THAN 0.01 INCH(02S 8GG. R3t1.).]$PAmWAY WALgNG SURPACfl 2.TYPEa URPACe OPTREwOS AND IANDwOS OP srANwwY3 SxALL HANDRABS WrIH APPRAfETYR GREATER'rAANbU4INCIN5(16084•U SNAIL ENGINEER! liar wALXwm 5TTv2Pa THAT ore vfaivemicv.wu woes HAVE A4T8ASPABLE FWGER RECFSSAREAONBOTIISIDESOFTPRPItOFBH IIMITUtrPAL(z-P£acwiSLOPE). THE Ip RECESS SNAIL BEGIN WI'IHDJ 3l4 ppl(19 MM)Asx.mmm Vpt OFNOT LES THETALLEST PORTION VITHEPRODIM(22 HAVER DEPTH OP NOT Bec THAN SH6INIX(8 MM)WPDIIN]lB INCH(328AG BEWW I THE-T PORTION OF THE PROFBB THIS REQUIRED DEPTH SHALL * SWTNOTLESS TlWiMBKH(IOWTOAIBVH.THATBNOTpBT►M RtI,O.TO CODE]ESSTHAN 1-S/dACHES(45MM)BHAWTPmTAELESrPORTIONOFTLD'.WASSTF001EDGESSHALLHAVEA RADNS OF NOT IBESTHAN001INCH(0.25MAG. R311.].8.6EXTFRIOR PLASTIC COMPoSr1E ,PLASTIC COMPOSITE EXTERIOR HANDRALLS SHALL WMPLT WR'H'IT{E 2MDJGMQUlMKEI4'ISISOFSECDONR5W12 �� JEFFREY T.BUTLM,P.E ATEACHPORPWd1IN0 aa mxoTa1CR 4X4 AGO P T, 5 PLATFORM COLUMN CONNECTIONS •TTr. CL Lr cn $ EXISTING REAR ELEVATION CC E� R d D LE t fi ow/ '--jr ° i CID DEC fl 5 2022 TOWN twLulf4u JEPT OF Ent►TM+h+,, F AGE: 2020 NYS UNIFORM CODE: x SCOPE OF WORK: 8311,7 STAIRWAYS. SECTION R312:GUARDS THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE ILEGALIZE.EXISTING SET OF EXTERIOR STAIRS NOTE: WITH 2020 RESIDENTIAL BUILDING CODE 8311.7.1 WIDTH. 8312.1 GUARDS. ALL LUMBER THAT COMES IN CONTACT WITH PUBLISHED BY NEW YORK STATE. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH CONCRETE WILL BE ACQ LUMBER. HE AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 8312.I.1 ALL FASTENERS FASTENERS FOR PRESSURE THE REQUIRED HEADROOM HEIGHT,THE CLEAR WIDTH OF STAIRWAYS THROUGH WHERR312.1E AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND 8312.1.1 WHERE REQUIRED. TREATED WOOD ARE TO BE HOT DIPPED T THE BEST OF OUR KNOWLEDGE,THESE PLANS LANDINGS.SHALL BE NOT LESS THAN T,IN INCHES(787 MM)WHERE A GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN SIDED WALKING GALVANIZED OR STAINLESS STEEL PER R3173 COMPLY WITH THE TOWN OF SOU I'IIGLD ZONING AND CONSTRUCTION CODES. HANDRAILIS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED HANDRAILS ARE INSTALLED ON BOTH SIDES. MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCDRDANCE GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO WITH SECTION R311.7.10.1. THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED R311.7.2 HEADROOM. AS A GUARD. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES APPROIV251 AS NOTED (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE R312.1.2 HEIGHT. TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, PLATFORM ON THAT PORTION OF THE STAIRWAY. PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES DATE: ,7ti B.P. 3�p EXCEPTIONS: (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT LWHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. TIS,EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE FEE:NOTIFY FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED EXCEPTIONS: -6 - 80 gUiLCIf,: �/.. T!•019 Al HEADROOM MORE THAN 4-3/4 INCHES(121 MM). 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE 76 S 1 g02 8 A°vl TO ;n T T{-?E FOLLOWING SECTION R.311.7.10.1. CONNECTING THE NOSINGS. 1. FOUNIDATIO?: - TV.:,O 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN 8311.7.3 VERTICAL RISE. SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 g 2. ROUGH A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED i Ll!'v1PING OR POUF ' C;: "'ATF INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. VERTICALLY FROM A LINE CONNECTING THE NOSINGS. . - F�,�.';;; a'; �^. 3. INSULATION R311,7.4 WALKLINE. 4. THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL IF R312.1.3 OPENING LIMITATIONS. JAL , MUST - PLE11- '! ,T ,. CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OFTRAVEL REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING a i 6 COP�IPLE p0, ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A ALL CONSTRUCT'_";, S iALL P,IEET THE 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) SPHERE 4 INCHES(102 MM)IN DIAMETER. DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR EXCEPTIONS: YORK STATE. NOT RESPONSIBLE FORSTAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT REQUIREMENTS OF THE-CODES OF NEW1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE WITHIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE EXISTING PLATFORM DESIGN OR CONSTRUCTION ERRORS. z ADJACENT WINDERS SHALL BE USED. OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. W/ 5/4" X 6" IDECKING 8311.7.5 STAIR TREADS AND RISERS. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT L STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(11 I MM)IN DIAMETER, EXISTING FOOTING, TPP. �( `� SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND EXISTINS 2X12 W 2X6 en ; COMPLY WITH ALL CODES OF a DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. -alu ( NEW YORK STATE & TOW\ CODES RUNNERS. PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE `I- n 64" ` �� AS R EQ U I P,--�n A''';-) (',C r - W T I) J S O':_ [NYIR311.7.5.1 RISERS. REQUIREMENTS OF SECTION R317.4. z ® Y THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF I t0 THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH 1EXISTINrs 2X12 W 6 (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF 8311.7.8 HANDRAILS. - 1 c a J v THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30Z DEGREES(0.51 RAD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH _ � r 111- Y LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED VERTICALLY,TO FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. to to THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH- cV N Q DIAMETER(102 MM)SPHERE. R311.7.8.1 HEIGHT. D ~ OU Z c0 EXCEPTIONS: HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE LTHE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL LL ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHAF- STAIRWAYS. EXISTING l2) 2X8 QL X OCCUPANCY OR II, 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES WITH SECTION R311.7.10.1. (965 MM). (K w tK o EXCEPTIONS: EXISTING 4X4 ACQ POST, 1 -�� - � 11%5 � USE IS UNLAWFUL w ANCHORED, TPP. 1�-, WITHOUT CERTIFIC [NYJR311.7.5.2 TREADS. 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED z z THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229 MM).THE TREAD OVER THE LOWEST TREAD. I X DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE N x x F OCCUPANCY Ul PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER 1 3 2 z RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH In READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE `� (3 i THAN 3/8 INCH(9.5 MM). START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS w 1.1 W , Rat 1.7,5.2.1 WINDER TREADS. SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). EXISTING PLATFORM WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES 1` - W/ 5/4" X 6" DECKING (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST R311.7.8.2 HANDRAIL PROJECTION. PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THEHANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER EXISTI WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS NG, 2X12 SIDE OF THE STAIRWAY. Additional THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY FLIGHT OF STAIRS.THE LARGEST WINDER TREAD DEPTH EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING w Certification • MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES Way Be Required. U WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. X EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN 8311.7.8.3 HANDRAIL CLEARANCE. ACCORDANCE WITH SECTION R311.7,10.1. HANDRAJLS ADJACENT TO A WALL SHALL HAVE A SPACE.OF NOT LESS THAN LL R311.7.5.3 NOSINGS. 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. Q . v I *I ' m NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE EX I ST I I*�G FOU I IDAT I ON PLAN�*'l EX 1 ST I NG EXTER I Oi, STAR f'L,4N iL to � m A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH R311.7.8.4 CONTINUITY. (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, O CfJ PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1 A FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL i- NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING � r PROJECTION BY MORE THAN 3/8 INCI1(9.5 MSI)WITHIN A STAIRWAY. BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD EXCEPTIONS: DEPTH IS NOT LESS THAN I I INCHES(279 MM). I.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BF INTERRUPTED BY A Q NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR e > R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. OVER THE LOWEST TREAD. X O PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE 2,A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO PROVISIONS OF THIS SECTION AND SECTION R507.2.2. Z TEin RMINATE OVER THE LOWEST TREAD. R31 1.7.6 LANDINGS FOR STAIRWAYS. cz THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH R311.7.8.5 GRIP SIZE. STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR }- O SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.FOR PROVIDE EQUIVALENT GRASPABILITY. LUp- a LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH 1.TYPE I. ( / m AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE LIL OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE u' DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 MM). 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). 2.HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL TYPE II. 8311.7.7 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL H BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. E Csl EER: HORIZONTAL(2-PERCENT SLOPE). THE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH(19 MM)MEASURED E OF NE VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WITHIN 7/8 INCH(22 MM)BELOW ° Q� E� e�� 0 CO THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT ° e EXISTING RAIL TO CODE * �� c -)3 LESS LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE e r- ": Ly- PROFILE. YPROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT fl LESS THAN 1-1/4INCHES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). Z EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). Q EXISTING SIMPSON �A X3493 R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. ,s TECO HANGERS, TPP. PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE 2"MINIMUM �FESS1nN REQUIREMENTS OF SECTION 8507.2.2. SIDECOVER .�5 Simpson Strong-Tie 14 JEFFREY T. BUTLER, P.E. I'BS44 AT EACH POST FOOTING O -A tYl EXISTING 4X4 ACQ POST, PLATFORM COLUMN CONNECTIONS ANCHORED, TYP. . • Z O o M Ci ' OC O D I I I 1 1 I 1 1 I 1 1 I 1 1 1 1 O V C1 1 1 I 1 1 1 1 1 Ill 1 I 1 i 1 1 1 1 l CD r/A, � 1 1 1 1 1 1 1 1 O O 1" •• _ z � � o EXISTING IREAIR ELEV,4TION OC d0 � � W r � O X ,nip o W a, 0 U $ m LL U) � L Q � 3 U z LU V � Q APR 2 ? 2022 P A G E BUILDING DEPT. TOkAV OF SOUTHCICC � O r