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Home My WebLink About50134-Z oF soulya`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd COUNT% Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46051 Date: 03/22/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 880 Deep Hole Dr Mattituck,NY 11952 Sec/Block/Lot: 115.-12-13 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/06/2023 Pursuant to which Building Permit No. 50134 and dated: 12/15/2023 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 covered porch extension and garage addition with living space above (media room and bathroom), and "as built" additions and alterations to existing single family dwelling as applied for. The certificate is issued to: DKJK Family Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50134 03/06/2025 PLUMBERS CERTIFICATION: Mattituck Plumbing 12/18/2024 utho ' ed Signatur �o�SOFFBI,�-co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • , SOUTHOLD, NY a 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#: 50134 Date: 12/16/2023 Permission is hereby granted to: DKJK Family Trust 19 Judith PI East Islip, NY 11730 To: legalize "as built" additions and alterations and to construct new additions and alterations to existing single-family dwelling as applied for per Trustees, SCHD & DEC approvals. At premises located at: 880 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 115.42-13 Pursuant to application dated 11/6/2023 and approved by the Building Inspector. To expire on 6/15/2025.. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,109.50 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00 CO-ADDITION TO DWELLING $100.00 Total: $1,849.50 Building Inspector oF so�ryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: DKJK Family Trust Address: 880 Deep Hole Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 50134 Section: 115 Block: 12 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC.CODE Contractor: Electrician: Electec License No: 41377ME SITE DETAILS Office Use Only indoor R-. Basement r Service Solar F Outdoor W 1 st Floor (✓ Pool F Spa r Renovation F 2nd Floor Hot Tub r Generator F Survey ril Attic F Garage Battery Storage (— INVENTORY Service 1 ph F' Heat Duplec Recpt 33 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph F ' Hot Water GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 66 CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt 50A Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe, Heat Detectors 1 Disconnect Switches 15 4'LED Exit Fixtures Other Equipment: 50A Kiln, 100A Panel 30 Circuits /27 Used, Mini Fridge Notes: Garage Addition w/ Finished Room Above Inspector Signature: X d Date: March 6, 2025 Sean Devlin Electrical Inspector sean.devlin(c-town.southold.nv.us 880DeepHoleGarageFROG � LIE, � W L �EI Si p i_. JA N 1-.4 2025 Town Hall Annexi,Telephnne,(631);7.6.5--�802 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 p' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:IDCC . 1840, 7-62.y Building Permit No. S O 3 Owner: D Y---S k T o.-M, \t^ (Please print) Plumber: MATT- I yGK P[-UM Fr AIG (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. p (Plumber ignature) Sworn to before me this 4 d of 6</ , 20 7,L1_ CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk County Notary Public V �I't) f County Commission Expires Aug. 5,20 , 1 OF SOUTy�� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [�UNDATION 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 [ ] REN REMARKS: u✓ DATE INSPECTOR SO(/ly�lo _ # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]7FUNDATION 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 [ ] RENTAL REMARKS: cSUe—V eo( / - Ole , DATE INSPECTOR OF SOUlyO� * # TOWN OF-SOUTHOLD BUILDING DEPT. couffm 631-765-1802 f INSPEC ION 50 [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: l � Ul N A- �1/rCp4!�� DATE INSPECTORA-14)K.....) �o�aOP SOUTyo� # TOWN OF SOUTHOLD BUILD"EP . �autm,� 631-765-1802 INSPECTIO.N [ .1 FOUNDATION 1ST/ REBAR [ ] 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 [ ]. RENTAL REMARKS: ell 00m p. DATE INSPECTOR f� OF SOUIh°� # * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] GH PLBG. ] FOUNDATION 2ND [ INSULATIDN/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: d Pr f � DATE INSPECTOR Vil OF SOUIyO �® !3 ggo ve'v ho le, err # # TOWN OF SOUTHOLD BUILDING DEPT. coutm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [x ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL . REMARKS: Dv-a `e DATE �'�� INSPECTOR SOUlyo�o 1 # TOWN 'OF' SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION '1ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [._ ] INSULATION/CA " � ULKING [ ] FRAMING /STRAPPING [ ✓jFINAL a-� A [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]" ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ]. RENTAL REMARKS: DATE Xa-(e•a INSPECTOR �oo 4ee ' W 6 � \� lag SOUT * # -TOWN OF SOUTHOLD BUIL ING DEPT. coo 631-765-1802 INSPECTION [ ] FOUNDATION ST/ REBAR [ ] ROUGH PLBG. [ . ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [XI ELECTRICAL,(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C1 GW" �j RM DATE oZ INSPECTOR SOUIyo� # # .TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [✓] FINAL a-4_41a_tq- [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ]..PRE C/O - [ ] RENTAL REMARKS: 105L IO`4- Li -rkllA- L91f a4- DATE �'' I�' a INSPECTOR Qnjlf SO # TOWN OF- OUTHOLD BUILDING 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: .(A// AlAjapz- al&A57 oA o1Na4.<?d(on an e1L A__oA a'AA U� L) DATE 2,,p7 INSPECTOR s oil KE• 132 Clyde Street, Suite 1 B NT West Sayville, NY 11796 631.793.9684 rkent.tkac@gmail.com ARCHITECTURAL COLLABORATIVE, PLLC December 20, 2024 Town of Southold Building Department D Town Hall Annex Building 54375 Route 25 P.O. Box 1179 0 E G 3 2024 Southold, NY 11971 ' Attn: Town of Southold BUIMING pmr.��®FSQ�HULA Building Department—Amanda Nunemaker Re: Letter of Completion Krupnick Residence at 880 Deep Hole Drive Mattituck, NY 11953 Town of Southold Dear Amanda: I am writing on behalf of David Krupnick in connection with the interior alteration, including framing, plumbing, and insulation work, completed at 880 Deep Hole Drive, Mattituck, NY. To the best of our knowledge, based on the construction documents submitted for this project and our observations, the interior alteration, including framing, plumbing, and insulation work, has been constructed in accordance with the Town approved permit documents and the applicable provisions of the Residential Building Code of New York State. Thank you for your attention to this matter. D ARC,y Sincerely, U✓�`5`G��,�zo s. ,r�4�� lk Richard S. Kent, RA '� 027$92 0 The Kent Architectural Collaborative, PLLC 4k,OF n�J(5 DOM VrOW B�� oL� T suil 3' o �_ ry • Town of Southold N - O N , N 24 tji IMP WA • : -�� 5r�13� b C? DD` 0 EC 2 3 2024 EUn DING DEPT. TOWN OF SOTJTHOLD M I UV 1 1 • • • {C� lWlf i • 11 • • s , , 4 � I I �oo�SUFFatK�o� 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.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only J LE3 PERMIT NO. v Building Inspector: NOV 6 2023 Applications and forms must be filled out irf their entirety ,Incomplete' applications will not be accepted.,Where the Applicant is not the owner,an',", Owner's Authorizatiorrform(Page 2j shall•be completed _ Date: OWNER(S)OF PROPERTY: Name T)K0 d — vkmuly TKUS- _ SCTM_#10_00- 115— 12 -I3 Project Address- Phone#: Email: r1(_pn 1(I,�I q dVlCt II COIF, Mailing Address: CONTACT PERSON(.- Name:- Mailing Address: 1>1 Phone#:µ 5��^. zd_9 Email- Yu(�/?/C' I q rn& •Cd►�. DESIGN PROFESSIONAL INFORMATION Name: _w..�_��t a✓ r S_�War-f��_.#.4ssae� Mailing Address: -F;o a_k_Q 3 3 _C1 `�- Q.. .u�e _ _(_(q3_5- Phone#: (p3I- 3�1 Email: rn KSc�YC►1?i�'L°L►'�t�dM�il'�2•i'� CONTRACTOR INFORMATION:"" Name:.-50_e.C.I�Y1cU1.- wf�d! r0►1`S`�Yl'1�`� 'i_'�01!�' _ _ _..._ .. Mailing Address: 0285-0 tie�� -(q PD� 1C� ! 6 y .� _.� tuck_ �. _�r9 _ Phone#:-�3_� ?R�' �3I .Email: fuck-o Igoe dv-makleows*ud1 c,,.&r DESCRIPTION OF PROPOSED CONSTRUCTION J _, . . r Y ❑New Structure VAddition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ .200,OGID Will the lot be re-graded? ❑Yes [ o Will excess fill be removed from premises? Yes ❑No 1 PR OPERTY'INFORMATION , Existing use of property: LOcf j Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to d this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑°Check>Box After Reading: The owner/contractor/design professional is responsible fonall drainage and storm water issues as provided by . Chapter i36 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 fierein described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations arid'to admR authorizetl inspectors on premises and in building(i)for necessary inspections.False statements made herein are- punishable as a class A misdemeanor pursuant to Section 210.45 of;the New YorkState Penal Law. ' Application Submitted By a ID -K:K07j>d1 C� ❑Authorlized Agent Owner Signature of Applicant _�._.� ___ �.__._ _._• _�_ __ _ Date* V � STATE OF NEW YORK) COUNTY Og5 j;A-� ). ni, being duly sworn, deposes and says-that(s)he is the applicant (Name of individual signing c ntract)'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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file 0&5 it �. BARBARA H.TANDY Sworn before me this Notary Public, State Of wVbrk 6001 Ouslifled In Suffolk Co day of , 20 Commission Expires Q'Na`j Notary Public' PROPERTY OWNER AUTHORIZATION (Where the applicantis not the owner) / r J I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 'f• C•i�an'^N2TH:•^•4J'�••�lWrNe/KtiT(•^.9T^ .:Y-07C�la••l�((:�•ASS•"R;.rm.uiyoo^A'�W^SoMm�k ::i!E6N(f�=eWSI(%7L4a^149[F.IQ•".,�4M�s. `2�52^Y::N'�'9i1N9^*Saa•CAmlf:L0.'•:T.iVm•Ni;a'f!•:A1ddKn0•�a(STE�,y�• BOARD OF SOUTHOLD TOWN TRUSTEES SOUTH[OLD,NEW YORK t -W! ' PERMIT N0.9041 DATE: JUNE 21,201 ISSUED TO: IDAVID KRUPNICIC �`:•, PROPERTY ADDRESS: 880 DEEP HOLE DRIVE MA.TTITUCI{ SCTM# 1000-115-12-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in . accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 21. 2017,and in a consideration of application fee in the sum of$500.00 paid by David Krupnick and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: I `' .°t� I w• Wetland Permit for the as-built 9'6"long by 15'wide deck extension to the front porch;as- built section of 35'long by 1014"wide deck extension on the seaward side of dwelling;as-built ,K ` `.a replacement of a 10'wide garage door with a wall for added living space; and for the as-built e , r existing 20'.8"xl0'10"screened-in porch replaced with walls for added living space onto :; existing 2,304.6sq.ft.one-story dwelling;witlithe condition to establish and perpetually ,. maintain a 10'wide non-turf buffer from steps of dock seaward;and install gutters to leaders r' to drywells to contain roof runoff;and as depicted on the revised site plan prepared by Mark 3 Schwartz&Associates,dated June 30,2017,and stamped approved on August 4,2017. .� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, Y x and these presents to be subscribed by a majority of the said Board as of this date. • h les J.San - bsent A. '14icholasnip�-Absent •� \•N� 83,��.vem^n�„�+xx<y,�' il.,�tD'�' .y'n+xnwSS:mtSm.1�RLYL1adGYGem.vr.�x.Y�Sf//[Sy=n^r:•r. I I��:`." •'+ _ .i fti— V��} �'i:, � ``v'� � "•Y9a` :`�'i41 ��.:T•i G ;L°�4f •� ��5�!>• ' �:�'+j 1�% ' � � •Y ! `�'%�', a ''�;5: !!•.!\\' ;:(v� y'L}\a4'. s1i�Jd!� - ,,� :y �s�\s�,.�• _ •.��,,�,•\ems°"�' •'-Ss•;!,,:ss• -a r r.. .t-�'• Michael J.Domino,President O��QF SQUTjyDI Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G • Q Telephone(631) 765-1892 A.Nicholas Krupski 00UN'N Fax(631)765-6641 �y ,�� BOARD OF TOWN TRUSTEES TOWN OF SOUT14OLD CERTIFICATE OF COMPLIANCE # 1427C Date: December 6, 2017 THIS CERTIFIES that the as-built 9'6" long by 15' wide deck extension to the front porch; as-built section of 35' long by 10'4"wide deck extension on the seaward side of dwelling; as built replacement of a 10' wide garage door with a wall for added living space, and for the as- built existing 20' 8"x 10'10" screened-in porch replaced with walls for added living space onto existing 2 304 6sa ft one story dwelling; with the condition to establish and perpetually maintain a 10' wide non turf buffer from steps of dock seaward,• and install gutters to leaders to drywells to contain roof runoff; At 880 Dew Hole Drive, Mattituck Suffolk County Tax Map #1000-115-12-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 8, 2017 pursuant to which Trustees Wetland Permit#9041 Dated June 21, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of.law. The project for which this certificate is being issued is for as-built 9'6" long by 15' wide deck extension to the front porch, as built section of 35' long by 10'4"wide deck extension on the seaward side of dwelling,• as built replacement of a 10' wide garage door with a wall for added living space-,and for the as built existing 20' 8"x 10'10" screened-in porch replaced with walls for added living space onto existing 2 304 6scLft one-story dwelling, with the condition to establish and perpetually maintain a 10' wide non-turf buffer from steps of dock seaward,• and install gutters to leaders to drywells to contain roof runoff. The certificate is issued to DAVID KRUPNICK owner of the aforesaid property. p 4 Authorized Signature ''>..'..ti�•y}:L•`S:". �;n?i'S .Y1�i �.� �'Cid'y�'�ai,r �. ;��f�i:•`-'• ,M'"w ;�- _•n 9�;yo .:r`',a;,yy?i.`•f�, , . ., . ',- ,'".. .: � Lr`�^"•S$"�tQ7riT�.`+.:^.'�_:S.w_�t&.�'",�1tI91J'775�''T��1",.'i^.'Pa"Ie.`72+SP.P�B�.`'_S'A34'r.7J�:s'UT..':^.sT.SFd�`."i.L3'Te:."�l�!L'Q^^=�L^�AAY3�ifR.sL•�d7T.RT1.'%G�.:FL�Q�'!6(t'Cif°n^�:v1`tJ'rJ_`Y/'��'h2'f�=�`�2 IN BOARD OF SOUTHOLD TOWN TRUSTEES F SOUTHOLD, NEW YORK t°�? PERMIT NO. 10202 DATE: AUGUST 17,2022 °•' ISSUED TO: DKJK FAMILY TRUST t -, PROPERTY ADDRESS: 880 DEEP HOLE DRIVE,MATTITUCK 5 SCTM# 1000-115-12-13 ` AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 17,2022, and in consideration of application fee in the sum of$250.00 paid by DKJK Family Trust.and subject to the Terms : `s and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the 4 a+ following: Wetland Permit to construct an 852sq.ft. attached garage with a second floor recreation allmedia room onto the landward side of existing permitted dwelling; and as ;r depicted on the site plan prepared by Mark Schwartz&Associates, received on July 1, _ 2022, and stamped approved on August 17, 2022. -� ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written., l ra CA _ syr .d,.��"�,.:e��tc.�-i�oaa��y��rrs�or�:at:u�r:�r�,��:•ssra�srnos.��'a, .,sr��sren�.��c„s._vr .�,u,�?s�.c.��atsossar�uux�sr��r��crs,:c�� - 5iv ��'``'�`�.-,, o _ t,� � 'nr` v �.�. ego.;-::4 �.ti-:l,- •',•;� �, # .Z� •1'` �,� �" �'` ��L. °lv,�e..�.° e.v ,. "ntt4�`i ,'W.!G?�'`�b/�1 .°.L .a... ,' �� '�♦ `�t5." A'�.J�-j.r-'�`. ',e.J{s;4 �,r,. �i st.,,, .c"r ,;';'.ty:,..k9j8..r � .nr�_-• .,�' _ -:rr.., 'fir �'•5.i ,Glenn-•'Ooldsmith,President `�QF S0 Town 14a11-Annek, ® 54a,75 Route;96 A.lVictiolas Krupski,Vrce President �Q . �® P.O..'Box 1179 Eric S.epenosk'i �1 _ Southold,New York,1197,1. Liz( llooly G. e� Telephone(63.1) 765-1892 Elizabeth Peeples Fax(631)765 6.641. •��cQUiVTY.,� BOARD."OF TOWN TRUSTEES,• TOWN OF'SOUTHQI;D CERTIFICATE OF C;OMPLIA' 10Ex 2217.C Datec:Januq 29;2025_ THIS CERTIFIES that the:.construchon:of,an1852sq ft.attached gar"age with a second floor recreational/media'room onto the landward side of•exikl'"'permitted dwelling,, At 9'9b'beep..'H61e Drive,.Mi ttituck= Suffolk County Tax Map#1000-11'5 12.13., Conforms.to the apphcahon for a Trestees.Permrt";heretofore fled pit 19 office'-Dated:July 1 2022'pursuant`#o,which,Trustees,Wetland Permit;#10202 Dated August 17`,"2022;;.was:issued;and;conforms to:all:of the: .r`equrements:snd',conditions of'tfie applicable provisions;ofjlaw.r'The pra� ect: for�whiclik'thts�cerhficate�s being�ssped is;for the constnictton of an 852sq ft:,attacfied garage 'With-a second•floor recieatiorial/media room onto'the:landward'side&f.Iexisting permitted_dweller . The'certrfcate is issued:'to'DKJK'FAIyIILYTRUSTowners of the aforesaid:property:; 4r,-- Authorii6d,"Slena6re-, DWL c53c}ff 5 7Y JA N 3 1 2025 Town le Glenn Goldsmith,President �of SQUr Town Hall Annex A.Nicholas Krupski,Vice President �� Q01 54375 Route 25 P.O.,Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples � � � Telephone(631) 765-1892 Fax(631) 765-6641 p�ycoulurt,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 14, 2024 DKJK Family Trust c/o David Krupnick 19 Judith Place East Islip, NY 11730 RE: 880.DEEP HOLE DRIVE, MATTITUCK SCTM# 1000-116-12-13 Dear Mr. Krupnick: The following action was taken by.the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 14, 2024: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to-Wetland Permit#1.0202, as issued on August 17, 2022. This is not an approval from any other agency. If you have any questions, please dCVnot=hesitate to contact#tiffs office: Ta f x Sincerely Glenn Goldsmith, President Board of Trustees GG/ec As NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC IhD 1 413&04349 PER.MT 'Under the Environmental Conservation Law JCL Permittee and Facility Information Permit Issued To: Facility; DAM B KRUPNICK KRUPNICK PROPERTY 890 DEEP HOLE DR 880 DEEP,HOLE DRISCTM 1000-115-12-13 MATTITUCK,NY 11952 MATTITUCK,NY 11952 Facility.Application Contact.- EN-CONSULTANTS 1319 N SEA RD SOUTHAIVIPTON;NY 11968 (81)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: .Mattituck Facility Principal Reference.Point: NYTM-E: 709:273. NYTM N; 4540.684 Latitude: 40°5925.8" Longitude: "72°30'43.7" ]Project Location: 880 Deep Hole Drive - Watercourse.-Deep.Hole Creek Authorized Activity: Construct a garage addition to.existing dwelling,abandon existing septic system,. install nevi se tic system.remove existing shed and stone patio,install plantings,install ramp and float at seaward erid of existing dock and Gut dilapidated bulkhead/groin to grade. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 4/17/19. "(CKW) Permit Authorizations Tidal Wetlands-finder Article 25 Permit ID 14739-04349/00002 New Permit Effective Dater 4/18/2019 Expiration Date:4/17/2024 NYSDEC Approval By acceptance of this permit,.the permittte agrees that the permit is contingent upon:strict compliance with the ECL,all applicable regulations,and all condition$included as part of this 'Permit Permit Administrator;KEVIN A KISPERT,Deputy Permit Administrator Address: NY$DEC Region 1 Headquarters 'SUNY @,Stony Brook)5.0 Circle Rd Story Brook,NY 11790-3409 .'MAuthorized Signature: Page 1 of 7 d NEw PORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION Facility DEC LD 1-4138-04349 Distribution List EN-CGINSULTANTS Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY To ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERNIITT'EE OBLIGATIONS NAT,URAL RESOURCE PERMIT CONDITIONS - Apply to the.FmllovvIng Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous. location on the worksite and adequately protected from the weather. .2. Notice.ofC_ommencement.At-least.48 hours prior to commencement of the project,the permittee: and contractor shall sign-and return the top portion of the enclosed notification form certifying that they are fully awarc.of and understand all terms and conditions-of this permit. Within 30 days of completion of prgjeet;'`the bottom portion of the form must-also be signed and returned,along with photographs of the.,, 4 work. a. Concrete Leachate During.construction,no wet or fresh.concrete or Ieachate shall be allowed to escape into any wetlands'or.waters of New Fork State,nor shall washings from ready-mixed concrete trucks;`mixers,.or other devices be allowed to enter any wetland or waters. Only watertight or waterprpofforrrms shall,be used. Wet concrete shall not be.pouted to displace water within time forms. 4. No Ccmnstruction Debris in We#lund.o�r Adjacent At'ea. y debris or excess material from r1.tv..r-.�...,-�.a�:,+ a. a -..- ":...e y c .t .:.:< ._ u <.,n h..a-`c.nr. r<ry construction ofthis prolect shall_�be completely removed from the adjacent area(up land)and re �imoved to an approved upland area for disposal. No debris is permitted in wetlands andf or protected bufte.r areas: s: Mattrials.Dis&sed at Upland Site Any demolition debris,excess construction.materials, and/or excess:exeavated nii rials shall be immediately and completely disposed of n an a ithomtized solid uvaste, management facility,These materials shall be suitably-stabilized as not to re-enter`any water body. management . wetland or wetland adjacent'area. 6. No'Disturbance to Vegetated TidaTWetiands. .There shall•`l a no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. T. Storage of Equipment;Materials The storage of construction equipment-and materials-shiall be. conf as within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. Page 2 of 7 NEW YORK STATE.DEPARTMENT.OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738=04349 S. Seeding Disturbed Areas All areas.of soil disturbance resulting from the-approved project shall be stabilized with appropriate vegetation,(grasses,etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site.remains inactive for mote than 48 hours or planting is-impractical due to the:season;then the area shall be stabilized with straw or hay mulch or jute matting until,weather conditions favor germination. 9. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt; slag,flyash,broken concrete or demolition.debris). 16. Use of Treated Wood,',,Tfie:.use of wood treated with Pentacblorophenol'orpther wood treatment not specifically approved by the Department for use in weflands and/or marine waters,is strictly -prohibited in the coristruetion of structures that will be in contact with tidal waters. I I. Float Installation The float shall be installed only.at the approved location with a in mum water depth of 2%S&L measured at apparent low tide.. 12; TYo Dredging.or Excavation No dredging,excavating or other,alteration ofshoreline or underwater areas is authorized:by this permit,nor shall issuance of this permit be construed,to suggest that the Department will issue.a permit for such activities in the future. 13. No Permanent Structures on Dock No permanent structures shall be installed on dock/catwalk/float without first ohtaining written Department approval(permit,modification,or atnendrnent): 14. Docks at lroperty Dines DocWycafiwalks/floats must not: a: extend laterally beyond property lilies, b.. interfere with navigation,or c.. interfere with other landowners riparian i ights:. 15. Pilings.at,P ;Pihnp_shall,zwt: a. ex d Iateirally beyond property'Imes, Y M C b., interfere,with navigation,or y i c: interfere w ih`,other landowners!pariah rights.. 16. No.Structures on Pilings_ No structures,other-than structures.specifically authorized by this permit,shall be constructed on pilings without..further,authorization from the department(permit, modification or amendment): 17. Establish'vegetated Buffer -To protect the values of the tidal wetlands,,a permanent vegetated buffer zono:shallbe established.There shall be no disturbance:to the natural vegetation or topography within,sit area extending tO'linear feet landward of the tidal wetland boundary.. Page 3 of 7 AM NEW YORK;STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1qW Facility DEC Il)1-4738-04349 I& Install,Miiutain Erosion.Controls Necessary erosion control measures,i.e.,straw bales,silt fencing,etc., are to be placed on the downslope edge of any disturbed area: This sediment barrier is to be put in place before any disturbance of the ground occurs.and is to be maintained in good and. functional condition until thick vegetative cover is established. 19. Sanitary.Systems above Groundwater- Sanitary system(bottom of tank and leaehing pools)shall be located a minimum of 2 feet above seasonal high groundwater. 20.Long Term Plant Survival The permittee shall ensure a mininii in:of 85%survivatof plantings by the end of 5 growing seasons: If this goal is not met;the pemit holder shall`re-evaluate the restoration project to determine hovv to meet the mitigation goal. The permittee must submit these re-evaluation plans.to.ihe depart ent for review along with the,armual report for that respective calend_ar year.The report must be submitted by January 15th of each calendar year and sent to: .Y NYS DEC-gegion I Bureau of..Marine Habitat.Protection,Attention.Compliance 50 Cirele,�Road Stony Bpook,NY 11790 21. L cidental Disturbance to Vegetation It is the responsibility.of,the applicant to remedy any incidental disturbances resulting in damage or,removal of wetland vegetation. Upon completion of",,, construction:activities,any disturbed areas shall be planted with.the appropriate marsh vegetation. Please contact the Bureau.of Marine Habitat at(631)444-0295 for more information. 22. Contain Exposed;;Stnckpiled.Soils All disturbed areas where soil-will be temporarily exposed or. stockpiled for.•longex than 48 hours shall be contained by a continuous line of staked bayb,Oes,/`silt curtains'(or other NYSDEC-approved devices)placed on the:seaward side between the f ll and the, wetland or protected buffer area Tarps are authoAted,to.supplement these approved methods. 23. Mi iiutai l t rosion Controls ,All erosion control devices shall bo maintained in.good and functional cgneitton until-the project has been completed and the area has been stabilized. 24. .Bnikbead The dilapidated bulkhead is.to be out to.grade by hand at low tide from the seaward side of'the bulkhead so-asnotto disturb-�the�ex-isting,-wetland,vegetation.-No°maehinery-operatioo,is pe- mitten landward of the bulkhead.. - -- _- - tP im 'State Nbf Liable for Damage The State of New York$hall in no case be liable for.any.,-damage.or injury to the.s#vcture or work herein.-authorized which may be caused by or result flit ire operations. undertaken by the.'.%ate for the conservation or improvement of navigation,or for other purposes,and no claim.or right to.comprsation shall accrue from any such,damage. t Page 4 of N19W YORKSTAT.. IE VEPARTMNT OF CONSERVATIONENvIRONMENTAL. . Facility DEC M,1473"4349 order Removal or Alteration of Work If future operations by the State of New.York -.i J . 20. 'State May 1h ' nion of t.he requirean alteration in the position of ,e_stru�,ture,or-work herein authorized,or if,in the 0pi unreasonable obstruction to'the free navig4tiOn Department-of avironmental Conservation it shall cause b the I people of the Stater Or cause afety or welfare of of:said waters or flood flows or endanger the health,Is es,of the State,the owner may be ordered by the.Department to loss or-destmetion Of the natural resOurc remove or alter the structural work,obstruoti.ons�,or hazards caused thereby Without expense to the State,. the suw,ture,fill,excavation,.0.r'Other and if,upon the expirationor revocation.of this Permit, , eted,the owners,shAlL without modification of the`watercourse hereby authorized shall not be c Aom-P1 time and manner as,thd-Department of t.State,and to�such extent,and in such expense to the P all or any portion of the uncompleted structure"fill Environmental Conservation may require,remove laim shall and restore to its f gable and flood capacity of .watercourse, No c former condition the.navi , r alteration,, be made against the Statee-Of New York;on.account of'any such Mmpv.al 0 alteration, :Z7, S.tate Mgy Require Site Restoration If upon the expiration or revocation of this Permit,the project hereby authorized has not been completed,,the applicant shall,without expense to the State,and to such extent-and in such time and manner as the Department-of EnviiorunentAl Conservation may lawfully require,remove.all or any portion of the uncompleted structure or fill:and restore,the,site to its. former condition.. No claun shall be made against the State of New York On account,Of any such removal or alteration.- 2& Conformance With Flans A permit activities authorized by this t must be in strict conformance d by the applicant or ap I the permit application. with.the approved plans submitted p ,=v.s l agent as part of t 'Such approved plans.were prepared by John C. .Ehlers, one sheet last tevised'-2/26/19-(upland NVOk): dock plans,(two sheets)prepared by En-Consultant% last revised 7119/18-,all Atanpe4NYSDEC approved,on 4/17/19. 29. Precautions Agam' st Contamination of Waters All necessary ' precautions betaken to fu Is preclude contamination of any wetland or waterway by suspended solicL%sediments . e .; solvents,-materials lubricants, lA coatings,PAilits,"concie?te,leachate or any other environmentally del6teridus associated with.the Proj eet. GENERAL CONDMONS-APPlY WALL Authorized Permits: 1. Facility Inspegtion by The Department The permitted site of facility,including ing.relevant levant records,is subject to inspection at reasonable hours and intervals by an authorized repregentalve.of the Department of EavironradiolConservation(the Department)to defermine whether the permittee is complying ing with Such representative pursuant to ECL'71-03 01 .this pamit and the,ECL sentative may order the.work suspended p, arid SAPA 401(3). Thepemittee,shall pfovide-.a person to accompany the Department's,representative during an inspection ction to the permit area when requested by the Department -conditions.must be available able A copy of this permit including all referenced maps,drawings and special avail f duce a copy of or inspection bytho Department at all times the project site or facility. Failure.to-PrO the:,permit upon rcquest,by a Departme0t representative is'a violation of this permit. Page 5 of,7 NEW YOROTAT9 DEPARTMENT OF ENYIRONMgNTAL CON8ERVATION Tacifity DEC ID 1473844349 x. Relationship of:this Permit to Other Department larders and Determinations Unless expressly provided for by the Department;issuance of this permit does.not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3; Applications For Permit Renewals,MI)difications or Transfers The permittee must submit a. separate written'application to the Department for permit renewal,modification or transfer of this permit. Such applicatioriziiust iirclude-any�fti S or supplemental information the,Departmentrequires. .Any renewal,-modification or transfer granted by the Department must'be..in writing. Submission of applications for permit Tonewal,modification or transfer are to be submitted tQ: Regional Permit Administrator I Y DEC Region 1 Headquarters `SuNY @ Stony Brool,450 Circle Rd, Stony Brock,NYl 1790-3409 4. Subb iission of Renewal Application The permittee must submit a renewal application at least 30 days.before:permit expiration for the following permit authorizations:Tidal Wetlands. h, 5, Permit Modifieationis,.Suspensiolns and R evocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The, grounds for modification,suspension or revocation include; a� materially false ot.+nacctarate statements in the permit application or supporting papers; failure by the permittee to comply with:any terms or,conditions of the pemm it' f c: exceeding.the scope of the project as described in the permit'application;; d;a newly discovered material information:or.a material change in environmental conditions,relevant tecbnology or applicable:law or regulations since the issuance of the existing permit; e. noncompliance w tlii previously issued permit eonditi4ris,.orders ofthe cainmissioner`,any roviszon of the Enviroi7irierital•Conservation Law or�tegulatiots-of�the Department irelated to the Oermitted activity. b: Permit Transfer Permits are transferrable unless specifically prohibitedby statute,z gelation or another permit:concLtion. Applications for permit transfer should be submitted prior 0 actual transfer of ownership. ` Page�6 of 7 NEW YORK STATE(DEPARTMENT OIt.ENVIRONMMNTAL CONSERVATION Facility DEC:ID 1-4738-04349 NOTMCATION OF OTHER PERMITTER ORLIGATIONS' Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state,or federal:agencies,.expressly agrees to indemnify and hold harmless.the Department of Environmental Conservation of the,:5tate.of New York:its representatives,employees, and agents("DEC")for all claims,suits;actions,and damages't(Ythe-extent attributable to,the permittee's-acts or ornissions.infcoiuiection with the permttee's undertaking of activities in connection with,or operation and mairifenance of,the facility or facilities authorized by tl espeimit whether in.. :compliance or not inrcompliance with the terms and conditions of the permit. This indemnification does not extend to any,cf,iJms; suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts>or omissions,or to any claims,suits,or actions naming,the DEC and arising.under. Artiele 7g of e New York Civil Practice Laws and Rules or any citizen suitor civil rights provision under federal or state laws.. Item]::Termittee's Contractors to Comply with Permit The permitted is responsible for informing its independent contractors,employees,,agents and assigns of their responsibility to comply with this permit,including.all special conditions while act as the pernn ttee's:agent with respect to the permitted activities,and such persons shall,be subject to the same sanctions for violations of the.Environmental Conservation:Law as those prescribed for the permittee., Item C:Permittee Responsible for Obtaining Other Required Permits The permittee sqespoiisPble fQ7 obtaining any other permits;approvals,lands,easements and rights=of- way thatmay be required to carry out the activities that are authorized by this permit.. Y' .Item D:No Right.to'I'respass�or Interfere.with Riparian Ill ts- Thii permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perfiirm the permitted"work nor does it authorize the impairment.pf any rigbts,titles or interest in real or personal property held or vested in a person not a party to the permit:F, t Page 7.of 7 NEVI YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Reglon 9 SUNY @ Stony Brook,50.Circle Road,Stony Brook,IVY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.nygov PERMIT RENEWAL January loth, 2024 David Krupnick 800 Deep Hole Dr Mattituck, NY Re: DEC Permit# 1-4738-04349/00002 Krupnick Property -800 Deep Hole Dr, Mattituck, NY SCTM # 1000-115-12-13 Dear Permittee:: The Department of Environmental Conservation (DEC) has completed a review of your request to renew the above referenced permit. Pursuant to the Uniform Procedures Regulations (6NYCRR Part 621)your permit is hereby renewed with a new expiration date of 4117/2029. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Sherri Aicher Regional Permit Administrator das cc: BMHP file ` tvd;tNvci�ac Ltap�rtm�a�%n� a{poamEiria Ef1YlP'AEAYfiEitttdt Cp R51 $lon" v-F M`lnUox--j gfk rap iiicaeess ggn gma X DEC Permit Applications X 0' Sign Ito onage Vour Service; -F extapps dec ny gov/cfmx/extapps/envappsrndex cfmwiew detail&applld 1271938 v j J2 MyCharleston (i� Adobe Creative Cloud 0 '=PlusPortals-Redike... 0 St.John the Baptist... Q Adobe Acrobat J YAR r STATE ; Services News Government jEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CO NSERVATION j t New$earch' Or use the,browser back button to get to previous page DEC Permit Application Detail . .. .. . ..... .... . ...... .. . .. .. . 1=4738-04349/00002 e Krupnick Property e • 880 Deep HoleDRISCTM 1000-115-12-13,Mattituck,NY11952 A . . Southold A .. Krupnick,David B A Tidal Wetlands A •. . . Modification A - 05/052023 e Issued as of 000,2024 A A Minor A . . MOD TO EXTEND PERMIT TERM @ ® • Type IlAction Not Applicable ANorte Designated The proposed activity is not subject to review in accordance with SHPA.The A application type is exempt and/or the project involves the continuation of an'eki§ting. operational activity.. A •- This project is located in Coastal Managementarea and is subject to the Waterfront Rev'ital¢ation and Coastal Resources Act. A .. Issued as of 01/102024 ® f 0 04AM629 JU1. ,924 - • 1000-115-12-13-Tax Map Number,(each county) , f Jyr'v s' - Danielle A STANGO-TORRE TOWN 3F SOvUTI €;I SUNY@Stony Brook'50 Circle Rd,Stony Brook,NY 11790 Tel`(631)444:0365 Please email the Regional Office for additional information or questions regarding this application. New search Or use the browser back button to get to previous page Search Wizard Instructions gOFF01,� � BUILDING DEPARTMENT- Electrical Inspector 0�0 COGS, ��. yam►i TOWN OF SOUTHOLD o z } Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(absoutholdtownny.gov — seand(ob-southoldtownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: / aLl - Company Name: r e C_i'c C_ 1 4--' Electrician's Name: j ho M ws cam{ License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 2kD Cross Street: oOc, 1-!-a I Z Phone No.: Bldg.Permit#: 'p 1 3 1F email: Tax Map District: 1000 Section: 5 Block: I Lot: 13" BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I Square Footage: Circle All 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 R2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION Io (2� • � J BUILDING-DEPARTMENT- Electrical Inspector pro Gym::: TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 N Southold, New York 11971-0959 y o Telephone (631) 765-1802 - FAX (631) 765-9502 ©� Lmesh(c�southoldtownny.gov seandC�southoldtownny.gov APPLICATION FOR-ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (An Information Required) Date .a Company Name: � e C_i-c f� Electrician's Name: j ho M V;s N c-( License No.: MC-_ g 1 3 7 7 Elec. email: Elec. Phone No: I - 5�1 1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 0cr - PLC Cross Street: S'� i=�_�, I I L Lc Phone No.: Bldg.Permit#: S. —O 1 ,311 email: Tax Map District: 1000 Section: I l s Block: I Lot: 13° BRIEF DESCRIP TION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): >�� -L N`F l(c`� ,.-. �� 19'r1� I �t C��(�-,a.�$ .. �\f�l �J.h, y •) r • i Cf Square Footage: 9-o� Circle All 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 F H Frame. Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION / b,7 aloe VW ?� 't 16 (2�f p s013cl PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's ' - �� UC Lts Fridge HW POOL Fans Mini Fr. C W/D PanelPump Exhaust r Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat � Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combok Cooktop Minisplit Blower AC AH Hood Blower l ( ) Service Amps Have Used Sub Amps jD0 Have Used Z`] Comments a V,� -may, � A qbAft a60e bal amp APPA 015 ca D(A�� oyt 6� V 687 Old Path . . .. . Hauppauge,.NY-11788 631.793-.9684 rkentAkac@gmail:com ARCHITECTURAL COLLABORATIVE, PLLC July 9; 2024 Town of Southold Building De artment p Town-Hall Annex Building: -54375 Route 25 ; P:O. Boz 11:79 JUL . 1. 5 2024.. . - . . Southold,.NY 11971 DIM. Attn: -Town:of Southold pUT}10L �0 F G D Building.Department-.Amanda Nunemaker Re: . ..Krupnick Residence at. 8.80 Deep Hole Drive Mattituck; NY 11953. Town of Southold Dear.Amanda:: This letter pertains to perMI. ppli,catioh4#.50134: Please refer to the attached revised drawings A-3., A-4 and A-5.dated 07A 2024. Theserevisions are amendments to the permit application referenced.above and include min6 structural.ch6riges;.interior dimensions; and window:/ door changes:All items:Were field vedfied:and reviewed for,corhpliance. There are no changes to.*the . - building envelope or footprint: Please let us know if you:have:any questions. :. ED Aq 5 �PFtD Sincerely; �27ag2 Richard S. Kent, RA TF -1 The" Kent Architectural,.0 LC Bunch, Connie From: Bunch, Connie Sent: Saturday, March 22, 2025 2:58 PM To: 'rkent.tkac@gmail.com' Subject: 880 Deep Hole Drive, DKJK Family Trust BP 50134 Hello, Can you please confirm if the new septic system was installed at 880 Deep Hole Drive in Mattituck.The Health Dept. permit is R10-19-0049 issued 4/7/2021 and was included in the DEC permit as well. Thank you, Connie Bunch Principal Office Assistant Southold Town Building Dept. connieb southoldtownny.gov 631-765-1802 P.O.Box1179 Southold, New York 11971 1 P NEW SUFFOLK AVE LAND NOW OR FORMALLY HAY BAY w/SILT FENCING CONSTANCE&PAUL ry CONNOR $ UM ITSOFCLEARINGTOBE NO MORE THAN 20'FROM PROPOSED WORK AS EL 4 EL 6 EL 8 S 87"19'20"E 212.28' EL 10 EL 10 INDICATED SITE PUN 0 •- �r,Y J{ el 6\ o•T�N I 1211 CU.FT 2 \ I \\ ON r� \ / 1.V 62.9' q2 C 7'Zi' 43.8' .-.. 84.1' ¢ z 55.2'Tq(40N TURF BUFFER { II / a , .� EX STING L'd R 2 Q F E E P Ts x P p II/ v D •O ,- A L E �� \ I Eo 0 S'F 1 •`�\ I I� M 65-deep !S \ \"'max / O E E K 22.3' ,' \\ tll EXISTING �I B'dia.3'deePSOILoPn DRYWELLILOCATION1 STORY a PORCH 126.6 CU.FT �` /�75.9' HOUSE - - 59.4'TO NTUkF BUFFER '1 — DOCK /•6' • b w16.8' 7n 26.4' TVANSMouP' �_' o B A S I N Nlm �_ w PROPOSED _ _ O W U ` — B'da.3'deeP \8'dIA S'deep V Z DRYWELL I I DR W 34.0' 2 STORY - I I YWELL :Pg Z e I^ n 44.0'TO N N TURF B R GARAGE .126.6 G°'FT\ / \ /211 CU.FT F- W m¢ �In ao D; o Q APPROVED BY 33.3' - BOARD OF I BUSTEES TOWN OF SOUTHOLD Z a ?$-:�i(��• L _ Im 0 _ - — — — — DATE 1Nu.PsT n,zo:y — _ EL6— _ -------------- ---'-- "-'----'---'- - -'-- 8 3ggggg EL4 — _ _ — 'N `L9 of aF N 87"19'20"W 187.11 DRNEWAY AREA:3440 SO.FT. `_ drL AT 100 0 RUNOFF.2'/HR:575 CU.FT. _ p PIPE INSTALL:(3)8'dla.,Sdeep DRYWELLS f� Ivr� =� UNDERGROU TOTAL CAPACITY:633 CU.FT.Oka) (J r C x _6 »MAINTAIN 29m1n SEPERATION BETV/EEN DRYWELLS AND SEPTIC« `"13 LAND NOW OR FORMALLY LORRAINE WENDT SITE DATA: saMelDaD-usua3 V DESCRIPTION: SO.FT.AREA: LOT COVERAGE: ¢ V ccu c1 • 49�W.ri. ~ Fd' x SITE PLAN U SCALE:1"=10'-0' Cmu MEkTS&BOUNDS Pr` ZtEREOggDy BV:JOHN EHLERS LAND SURVEYOR DATED:05-21.2014 ¢ 1 ELEVATIONS REFRENCE N.G.V.D.1929 DATUM ql p 3]g y Opr FLOOD 2ONEANNOTATFDFROMF.I.R.M. P FNfi`Ni xmr 36103C002H z z . PROPERTY OF KRUPNICK W a 880 DEEP HOLE DRIVE MATTITUCK,SOUTHOLD,NY Z 0 SCTM M 1000-115-12-13 Z �`d C7F z� TOTAL LOT AREA=21,056sf;0.483ac Z.7 AREA LANDWARD OF WETLANDS 19,703sf W N di m GWMZ IV=600GPD Z p o e O-< SANITARY AS BUILT PLAN BASED ON SITE SURVEY JOHN C.FREERS LAND SURVEYOR SURVEY DATED 12.11.14 LAST REVISED 7.11.19 °"'+>•4, NEW S U F F O L K AVE ELEVATIONS REFERENCE NA 3 FEMA FLOOD ZONES PER PANEL EL 6103C0482H {. q SCDHS PERMIT R10.19-0049 � SEPTIC SYSTEM INSTALLED e 100'WETLANDS (1)1,500gaI SEPTIC TANK o erc>a�°• SETBACK (5)POOL SHALLOW GROUNDWATER CLUSTER FIGURE 14:HIGH GROUNDWATER LEACHING FOR 5 BEDROOMS LIMITS VEGETATED WETLANDS ON 8ULTANTS 8-6-18 DWELLING AS DETERMINED MINED BY EN-CONSULTANTS (00 PUBLIC WATER N SEPTIC TRIANGULATIONS 587.19.20„E CORNER ST DP 212.28' B 17' es.& BAS MENT \`10 —'/ M WATER W EM NCE 17' METER p �O 1 � CHIMNEY `� 00 2c O _— B 36.6' o I / 5 BED D L vP 11 / 2.273sf 51.6 EP DWELLING It / U FF tD.t' A D o W PUBLIC WATER B l w 45' J F DE K DRIVE O Ep O O DWELLING SCDHS WWM APPROVAL STAMPSDOCK s AND\ TUB PARKING o PUBLIC WATER os r u o \ O W m N W N \ c 0 _ \ SUFF ..COUNTY DEPARTMENT OF HEALTH SERVICES Z ROVAL OF CONSTRUCTED WORKS FOR —8- _ ASINGLE FAMILY RESIDENCE INLET ( Date 49 or _ HS Ref No R10.19-0p49 __ z -------_-_ —'t---__ ---yam UG DRAINPIPE Q Wd. N87,19'20"W The sewxoe sposal and water supply lacili>es al hs lcauon have been < 0- 7 cO 187.1 1' \ inspected an or c Iffied by Cnis DepaNmenl or other a9enc es and found "o �Q7 to be salsfa ry FOR A MAXIMUM OF 5 BEDROCMS. Y�� DWELLING �� a U Jr PUBLIC WATER I- z Oz Y,NE aR P.E 'HIEf Z O@oa of vVasfew ter htanagemenl gee Q Q—_ N DWELLING [COO PUBLIC WATER o 00 °0 O o ,{ N � SITE PLAN ti SCALE 1"=30' S W B �Fo 0835a4 AROFESSIONP� o < Y MAP OF DESCRIBED PROPERTY a NEW SUFFOLK A VE. LOCATED AT MATTITUCK, TOWN OF SOUTHOLD, CO. OF SUFFOLK, ST. OF N.Y. SCTM NO. 1000- 115- 12- 13 N S 87019'2091E 21Z28 'FENCE GEN.1.9 S HEDGE OIL+/- SCALE: 1"=20' I I t BOULDER P.T PLANTER Mtn I I ABOVEI G GROUND �ti y I N -Zto I .. LN ES KHOLER O.N O 0 o y z A I I •®ACCE Nw EM i , - 2.9 43.9 - o+ 7 I I 1 STORY I W W . I Y i GRAVEL m � wo % I I FRAME DWELL. I o g DRIVEWAY k NO. 880 N I m 4 5 O I M . 41 22.2 8DL4 X�'DW Z lull °o �wooD y........ m /DECK _Q �/111 E: a[.RAMP FDCED DOCK —--` ....... o ❑ m = 45.1 I:' .yam: 4 W \ \ 40.0 BRICK . c . cz Q O 0 j ' .....: ::: ...... o W ROOF o \ \ TYPICAL I 33.9 I..' 8D/A'X4 DW :.pZ 2 \ \ U/LDECK ---� ----J SAVE TYPICAL 0 C B. ..C.B. SURVEYED: 14 JUNE 2024 UNDER GROUND PIPE N 87019'20"W 187.11 pF NEtNY THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO �� G EROSION CONTROL THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE THEREFORE,THEY ARE NOT INTENDED TO MONUMENT THE PROPERTYUNES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. UNAUTHORIZED ALTERATIONS ORADDMONS TO,THISSURVEYISA VIOLATION OF D ? 2024 �' r SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES ' LJ , OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR ■ o CONC. MONUMENT TYPICAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY, p a CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM UNDERGROUND UTILITIES AND y-,` 0;n fa fit pa rtmi a n$ THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TIRE COMPANY, GOV- LAND .50869 SEPTIC LOCATIONS BY OTHERS ERNMENTAGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS SEPTIC Bp Y 11961olc° ARENOT TRANSFERABLETOADDITIONALINSnTEMONS OR SUBSEQUENT OWNERS. NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, 631.849.4750 SUBSURFACE,AERIAL EASEMENTS,SUBSURFACE UTILITIESANDIOR SCTM 1000- 115- 12- 13 STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. v PROPERTY OF KRUPNICK T_ 880 DEEP HOLE DRIVE tr 4 rn a MUATTITUCK.SOUTHOLD,NY W p fi SCTM C 1000.11512A3 TOTAL LOT AREA-21,0565P.0.4830C 1I L 7 AREA LANDWARD OF WETLANDS 19,703<:f ! W E s GWMZ IV-600GPO { a^�e�.' SANITARY AS BUILT PLAN BASED ON SITE SURVEY JOHN C EHLERS LAND SURVEYOR SURVEY DATED 12,11.14 { W LAST REVISED 7.11,19 - � '1 I/ l� ` �- ELEVATIONS REFERENCE NAVD BR - 'L E�� , FEMA ROOD ZONES PER PANEL 35 f03C0482H 9 °+ SCOHS PERMIT R10-1/30049 to I 100' WETLANDS �- SEPTIC SYSTEM INSTALLED I r SETBACK (1)1,5009a1 SEPTIC TANK (5)POOL SI iALLOW GROUNDWATER CLUSTER UM(i5 DF .Nhik Cai�'.1MINA/TRi rAr,,�Wp FJR 59EiXrO,;vAS VECE?ATLO NFTLANOS "RLFM'� �' I- —I AS DMERMINED BY Ek-CONSULTANTS 8-6-:B DWELLING I� _ PUBLIC WATCR SEPTIC TRIANGULATIONS 1� SB 1 G' Q L CORNER ST DP I 212.2P' I A 366 46' it P 17' S1g L Z� 4 9h5 NEkI / YIATER ■ Cr VNEI Yl 1p, �I L? L S BEC 1p D''t Fr2t051' 9 P�'� LJ I DWLLUNG t L I C A 0 J I PUBLIC VIAIEP 46, ..7 m 9 c n \ D[ �RfVE �' ^ —f� ko1 �I arvD Eo _ r DWE! R L ING 1 sco..s..envu aPe3cva srAuns s $ L7. PARKING ��-� FUQ IG WATER _ iL' CJLLJ1 L SUFFOLK-OUNTY DEPARTMENT OF MEAITH SERVICES Q f \ \ ` APT P OVAL OF CONS ERUCTED YVORKS FOR ASINGLE FAMILY RESIDENCE _ -- —___ — LET LeR -- N _ s e N -- n i sII I le44.nxf - � Rlallwwe 7!. I'I JG ORAIhPIPE Th.e ' s r:d 6/1 'Deolulre�4a ones ageces an:l lIep — fJ8T191��t'' 187I ` � Tne soosa.lKO water«cxMieaees al DWELLIhJC MIR ;rORAMA%11.1uMOr a eEDRcom-, r 1 PUBLIC WAILR Ll= i W- VK1:Ir C a'e� `% .j U L"i U4 x o' 11:aua(.,vM I L ylla� l I� o 1I8 t: DWELLING I i PUBLIC lYpz �_ LLLLL -� ��A A 2 4 2025 :F `cII �o 1 a SITE PLAN �' ��1 SCALE 1"=30' kI �nOFESSIO�P� 1 z z PROPERTY OF KRUPNICK 880 DEEP HOLE DRIVE W A. MATTITUCK.SOUTHOLD,NY W�'•^ SCTM p 1000-115-12-13 r4 z<e W TOTAL LOT AREA=21,056sf,0.483ac W 7 AREA LANDWARD OF WETLANDS 19,7039f y z GWMZ IV=600GPD z O-s SANITARY AS BUILT PLAN BASED ON SITE SURVEY -JOHN C.EHLERS LAND SURVEYOR W(4 - SURVEY DATED 12.11.14 rn LAST REVISED 7.11.19 o vult�o NEW S U FF O L K AVE ELEVATIONS REFERENCE 3 T 1 FEMA FLOOD ZONES PER PANELANEL 6103C0482H a w SCDHS PERMIT R10-19-0049 v' SEPTIC SYSTEM INSTALLED r� x i oo'WETLANDS (1)1,500gal SEPTIC TANK CK (5)POOL SHALLOW GROUNDWATER CLUSTER FIGURE 14:HIGH GROUNDWATER IFACHWG FOR 5 BEDROOMS LIMBS OF VEGETATED WETLANDS AS DETERMINED BY EN—CONSULTANTS 8-6-18 DWELLING t00 PUBLIC WATER 00 SEPTIC TRIANGULATIONS ` S87'19'20"E CORNER ST DP 212.28' B 1r6 51.6' f2� II EBASN MENE\`10 — WATER 17' • • METER LLJ V' �o I GO 00 rn v1 2c / o 36.6- O 5 BED D L $ 2,2730 51.6 EP DWELLING $ _ y FF 10.1' A o o L.LJ PUBLIC WATER ~ m l w 46' —1 i 1I \\ O DE K 0 O ODRIV i m \ HOT AND EP = DWELLING SCDHS WWM APPROVAL STAMPS wCL n \\ Tub PARKING o PUBLIC WATER o� - W s N W F O o n n _ \ N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 'm 2 : \\ \ _ AP OVAL OF CONSTRUCTED WORKS FOR " a \ '8- ASINGLE FAMILY RESIDENCE f» INLET Date �+ �1 H.S Ref No. Rto-to-ooas _ Z ---'� UG DRAINPIPE Q LJ N87'19'20"W Thesewage forcerdiesposai dbytet isDeply artmentoroteragenconhavebeenund d LO 187.1 1' \� inspeded an or certified by this DeparlmeN or other a9ences and l0untl D'01 to be salisfad o ry FOR A MAXIMUM OF 5 BEDROOMS. r yc� DWELLING ¢(>w PUBLIC WATER ---( L I——Jz CRAI KN ER.P.E„ HI Z ZOZ 11 Office of Wastewater Management Q�=0 Tn:D Li dJ o N DWELLING �w� PUBLIC WATER g Yo? coo $ 3 m �fN rye ¢ mN SITE PLAN SCALE 1"=30' ROFESSIONP o Y / / DECK 'ji `%�v2YRT�FFJ YY'T-�� //i// / /"r / / i j///.• //` /r pZzzz uWf�i R I b 12 I 12 s c5 3 1.INSTALL[OLIARTIFS UNDER RIDGE AT I6.O.C.SSFE SECTIONAA) ].ALL LAY OVER DI LALNNI2ED N6 5CAEWS WITH BWASHERS AT EACH R A FT E R 3.INSTALL FIRE BLOCKING.FIRE COLLARS.CAULKING.d,INCOUNGS .10 I ugly D. SFRAMED CHLANEY/DUCT MCASSES.VVENTS.PIE 0.PENETRATIONS.d, t+ . �p I �• ip wRn PER CODE ll gLI � Irv') 4.APPLY 3/4•THICK FIR COX SHEATHING OVER ROOF iRAME O 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND N ` II^•` pIRECTLY TO THE DECK ALONG EAVES. ROOF PLAN d 6.USE ICE 6 WATER BARRIER UNDERIAYMENT. 'T I I 7.ICEfiWATE0.BARRIERTOBEUSEDINALLVAWU.RIDGES.INTE0.5ECTIONS SCALE: 1/411=1' IS WITH ROOF AND SIDE WALLS"ICAL)AND J'PEWITER DO NOT INSTALL UNDERLAYMENT ON WET/DWP PLYWOODIII SHEATHING MUSTBEDRYAND CLEANPRIORTOINSTAWNGUNDERLAYMEM. 1 - UNDE0.UYMENT 15 NOTTO BE LEFT EXPOSED TO EUMENTS AT END OF THE WORKDAY.COVER WITHHEAVY4)UTYTARPUNTILALL0.00HNGISPROJECT NORTH COMPLETE. I/ 9INSTALL ASPHALT ROOFINGA PER MANUFAC URNS WR TEN INSTRUC ED ONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS.11.12 GAUGE WITH AT LEAST 3/B'DIA.HEADS.LONG ENOUGHTO PENETRATE THROUGH PLYWOOD. d I / n DNJ RR USE 6 NAIU PERSHINW.NA[UTODEFLUMWITHSHNGLPSB0TNOT CVRING IMO SHINGLESURFACE.E. I ID.VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE CORA-VENTS—I ATSOFFITS.CORA-VENT X.5 AT ROOF-WALL INTERSECTIONS,OF COBRA I I RIDGE VENTAT RIDGES.AND GAF MASTER VENT LAVER FOR LOW PITCH ROOFS. \y,�EReDARC CONTRACTOR TO INSTALL SOFFIT VENT ALONGWALL SIDE WITH TRIM TO 3A /� CONCEALVENT. p.GUTTERS,DOWN"..,DRYWEUS TO BE INSSALLFD I REPLACED AS REQUIRED. - 4 —1 DRAWN:MH I NIS SCALE- 11411'-W N - _ * JOB N: F6—1 07,2018 22339OQ- SHEET NUMBER: orNEN A-6 Vx x" /EXIM GBASEMENT 4/1 / z 0, 8'-3" 8+ /5 REBAR 0I2Y% / cz J I /;' % , --------------------- IO IS REBAR 012'OC/ 05 0.EBAR 0I2'OC /60 FT4(FVP), r e r t r r P _ L ' ' tl o e 0 9.-2.. 20'-4.r 'E A I A �o 1u3 GARAGE a " FOUNDATION PLAN U 1).8'THICKFOURED CONCRETE FOUNDATION.X00 P,I.TOP OF [� FOUNDATIONTO—CH EXISTING(VIF). SCALE' 1/4"=1' 2).FOUNDATION TO HAVE 16'XB'CONCRETE(2X4)KEYWAY IN FOOTING, ay FOOTINGS TO HAVE 2.05 CONTINUOUS REAM ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000E CAPACITY). I 3).4•CONC.SUB.REINFORCED,/6X610/10 WELDED WORE FABRIC OVER 2' S—}►N PROJECT NORTH (MIN)SANDON6'GRAVELSLOPETOPOFAABTOOVERHEADDOOR(S) FOR DRAAG IlO INE 1/B':I2•(MIN).NOTCH 2•DOWN AT DOOR OPENINGS. E /5 VERTICLE REBARTO BE INSTALLED AT WALL 016'OC.IWO SLAB AND DOOR APRON. r\ V 4).PROVIDE 2XL ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R TEK TERMRE SHIELD AND FOAM OR FIBERGLASS Q .. --SILL GASKET. e ! i 3).PROVIDE5/E'DIA.ANCHOR BOLTS AT 3'-0 O.C.AND W/11.0.OF COMM. c i _----_________________ ____________________ ________________________ i MTERSECTCNSAND SPLICED JOIWEANCHO0.BOLTS TO HAVEA MINIMUM T IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOUT. v5 -•a.• _________________________________ va 1____________________________ ____ ----- BEATTACHE0T0 SILL PLATESWRH 3K35QUARE WASHER ANpNW. 20'-3^ ��EEDS��yi� I �a 1 DRANT):MII/MS N SCALP: 1/4'=1'-0' ' n' �.�z2339 OQ� FcMiap•07.2DI8 ' ' ,1 EX.DINING ROOM EX.LINING ROOM z Q' a EX.MASTER BEDROOM W 0 \Y� a c EXISTING KITCHEN EX.BATH v LL EX.BEDROOM ----• JIN 0 �--' -----'nn /1 1 w WWEXISTI\NG PORCH EX.BATH •�M� p U � � 5' 0" 4'-10" BATH /�, ----------------• 1`/ G Q c V , Ai J� X.MUM =� M II E BEDROOM EX BEDROOM X. DR ------------------------------ -p 1.- • F 131:3/6XIjML= t4 R, ED Z 9'-41{f 20'-61h" rtP oDE _--__ __ C ep 1ST. FLOOR PLAN a a A A SCALE: 1/4"=1' t2 3 PROJECT NORTH GARAGE uJ I.E%TERIO0.WALLS TO BE FRAMED WISH 2X60FI2 STUD5 AT I6'O.C. 0 ,_____N ____________]2V Y1_CERIH4-------� ___________________ 1D 2.EXTERIO0.5HEATHINGTOBE3/4'THICKFIRCD%PLIYJOOD.I ALL �' N GRETN10ARDEXFERIORMSUtATIONPEROWNE0.111). WALL LEGEND 6 PROVIDE 3.71D0 DFI2 HEADERS OVER ALL BEARING WALL OPENINGS ----------- -- f1 RT UMFSS OTHERWISE NOTED.ALL OPENINGS OI•Ea 3 FT.TO HAVE2 JACK - {[_ STUDS ON EACH SIDE OF OPENING,PROVIDE I)ACK STUDS ON EACH •--------------• WALLTOBEPEMOVED SIDE FOR MK:ROIAM HEADERS. ^ N O E%ISEN4 WALL C uu 4.INSTALL FIRE BLOCKING•FIRECOUA0.f•CAUW NG.e e N COLINGS (MAX.IOOC)AND INTERSECTING WAILS.LOAD.BEARING WALLS. i FRAMEDCHIMNE/DUCTCHASES.VENTS.HPEPENETRATIONS.dI ® NEWWALL f Q PEA CODE. 5.ALL EXTERIOR OPENINGSTO HAVE DESIGN-PRESSURE UPGRADES WHERE NOTE: y APPLICABLE PROVIDE DEBPJ PROTECEION PANES WITH FASTENING I NT.:2X4 S OF EXISTING WALLS ARE FROM FlNISHFD WALL SE6JI �_C' HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. SINi.:2X4=4-flY.]%6=b12'.E%i.:2X4=4'.2%6 a6'j t 6.INSTALLS/8•TVPEJ FIRE RATED WEET0.0CKON WALLS AND COUN4. DNfENSIONS OT NEW WALLS ARE FROM STUDS DOOR UNDER STAIR AND TO HOUSE TO BE Ifmin FIRE RATED WITH TEXT./INT_2%4-}t/2•.2%6-5•U2.1 STEELIAMB AND SELF{LOSING HINGE. sO11.3/A�)OO Mt/1'STEE HEADER 1 ,SgEDA,? DRAWN:ME/MS CIA N �IN * SCALE 114'=1'-0" 30'-10" " A 0 1,-, Q� FTbmny 07.2018 II ' 111--a��iii O N Ll B r^ 30'-10° Y O > 0 .] Z t-1 C U O DECK W SW DECKING ON ACQ SLEEPERS LAYOVER EXISTING ROOF w OVER UM FLASHED.MM TO TE INTO ADDNION. j�TTACH lO 3/P-TfiG E%T:SHfG. DECKTO LAYOVER ROOF oho I( ON2%IOTAPFREDJOISTS'ALL' —ACQSIEUDIS 1 SPOST�TO BE FIASHM.INSTALL EPDM.FIASHMG AT NEW LLL LTCABIFIWUNOTER'OWNE0. ROOF MfERSECTION FW4306115 0611R F�/��HDIj�-.,f) f ]/6 L " --a."-.--'c�—+F 12 0 3fi HALF WALL A! Z c•e •� Ts _ $� iii�SSS:::2 L LL8 io 0'-4" A MEDIA ROOM: :CATHEDRALCEIUNG• 2ND. FLOOR PLAN14- =N SCALE: 1/4"= 1T rv' W PROJECT NORTH S/ N e N E Sq 0 EXTENO0.WALLS TO BE FLAMED WRN 2%6 DFF]SNDS AT 16'O.C. f' m C. 2.31VADVANTECFISUBEI.00R U V 3.E%TERIORSHEATHING TO6E3/4'THICKFISMXPLYW0OD.INSTALL WALL LEGEND O D EX T a GREMOARTERIOR NNIATION PER C M ME). o r = 4.PROVIDE 3.2%BDF/2 HEADERS OVER ALL BEARING WALL OPENNGS - ________________ WALLTOBEREMOVED d i[II LAMEST OTHE0.WBE NOTED,ALL OPENINGS OVE0.3 FT.TO HAVE 2 JAG o' STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK SUDS ON EACH O F%ImNG WALL FN'• SIDE FOR MICROIAM HEADERS. u `rfO x S.ihTTALL Fl0.E BLOCKING.FI0.E COLLARS.GUWN4.nc IN CERWCS ® NEW. P� (MAIL IV OCJ AND INTERSECTING WAUS.IOAD-BEARING WALLS. F7'l FRAMED CHIMNEY/DUCT CHASES.VENTS.PIPE PENETFATIOXF,m W PERCOD. K, DIMENSIONS OF MISTING WALLS ARE FROMFlNISHEDWALL /\ U 6.All OPMNCS TO HAVE DESIGN-PRERURE UPGRADESWHERE (INf.:2%4a41/3'.2%6�61l2'.FM.:2X4�4'.2%6�6'] r In •' 11.3/4%11•TB MLHDk (f APPLICABLE PROVIDE DORI-PROTECTION PANELS WITH FASTENING 2 2 __ -- KWMARE UNIESS OPENINGS HAVE IMPACT GLAZING ODAENSIONSOF NEW WMLS ARE FROM SNDS 2-TW3046 7.IWALt SMOKE/CO DETECTORS PER CODE. IE%T./Mf.:2%9 30'-10" ,�EFRED ARC G\y VIN r" tip, m0 DRAWN:Mill MS SCALE: 1/451'-0' JOB 0: Febm"7,2018 SHEET NUMBM' Op NE`N A-5 PROJECT NAME/LOCATION: KRUPNICK RESIDENCE "ADDITIONS & ALTERATIONS" 17 — _ — _ _ _ As-Built Amendment to Permit # 50134 ! 880 Deep Hole Drive I EXIST. DECK ! Mattituck, NY 11953 ! Town of Southhold ! ARCHITECT: r?- — — — — — — — — — — — — — — — — — — — — — —%_ - . . d 1 fir• L — ARCHITECTURAL COLLABORATIVE, PLLC 687 OLD WILLETS PATH HAUPPAUGE • NEW YORK • 11788 t I 631.793.9684 d ° I rkent.tkac@gmail.com I � • , d d `d d d F. L ' I d d d d d a EXISTING BASEMENT d d I � � I L li - - - - a � ! d d ed a d• I I ( EXIST. DECK/ n V. Od ° ' PORCH — J dp F_ - d dl 14 d d w_d I d Y < I 10 1/2" 8'-3" 8 1/2" #5 REBAR @ 1 2" I .. O.C. @ FTG (TYP) EXIST. DECK/ - - - - - - - I d I PORCH r- - - - - - - - ° A, d I I • • I ` I . I O #5 REBAR @ 1 2" add / d Ie O.C. @ FTG (TYP) Ln d a d x , .d N d d — _T "I � N _� NEW DECK/ OSLAB POURED OVER FOUNDATION WALL I 1 Ln c j PORCH a I • . Id d m - - - - - - - - - - - - - - - - - - - -� I _ J _ _(2) 2x8HDR c� o L2xG F.J. I _ _ _ _ _ NE_W 10"x 3'-0" MIN BELOW _ _ 4"1 POST (TYP) N=II @ I G" O�I I GRADE POURED CONCRETE J II I I PIER FOOTING (TYP 3) FOUNDATION NOTES: I®I I . 8" THICK POURED CONCRETE FOUNDATION, 3000 PSI. TOP OF —— —— —— I FOUNDATION TO MATCH EXISTING (VIF). .r 2. FOUNDATION TO HAVE I G"X 8" CONCRETE (2X4) KEYWAY IN 4"1 POST (TYP) 5'-G11 FOOTING. FOOTINGS TO HAVE (2) #5 CONTINUOUS REBAR. O I ALL FOOTINGS TO REST ON UNDISTURBED 501L (MINIMUM - 9 2 20 4 I 151-0113000# CAPACITY). m I 3. 4" CONCRETE SLAB REINFORCED WITH GXG 10/10 WELDED WIRE FABRIC OVER 2" (MIN.) SAND ON G" GRAVEL. SLOPE TOP OF SLAB TO OVERHEAD DOORS) FOR DRAINAGE, 1/8": 1 2" REVISION 1 , AS-BUILT 2024.07.09 (MIN.) NOTCH 2" DOWN AT DOOR OPENINGS. #5 VERTICAL AAMENDMENT TO PERMIT#50134 B. REBAR TO BE INSTALLED AT WALL @ I G O.C. INTO SLAB AND d = I DOOR APRON. REVISION: DATE: GARAGE I I 4. PROVIDE 2XG ACQ. SILL PLATE UNLESS OTHERWISE NOTED. "A I N SLAB-ON-GRADE I SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET, SEAL: 1" 5. PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND WITHIN RED 1'-0" OF CORNERS, INTERSECTIONS AND SPLICED JOINTS. �� ,aD S �� ANCHOR BOLTS TO HAVE A MINIMUM 7" EMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL a I PLATES WITH 3X3 SQUARE WASHER AND NUT. 0z7892 O FOUNDATION PLAN COPYRIGHT @ 2024 OF Nti� A-3 SCALE: 1/4" = 1 '-0" b: I DRAWING TITLE: 1 I I FOUNDATION PLAN L - - - - - - - - - - _ - - - - _ - - - - - - - - - - - J .• I THIS AS-BUILT DRAWING IS PROVIDED AS AN _ AMENDMENT TO THE PERMIT APPLICATION ON d d °" ` tl FILE (#50 1 34). REFER TO ORIGINAL PERMIT APPLICATION DRAWINGS FOR BALANCE OF CONSTRUCTION DOCUMENTS. x. 5'-1 1" 9'-0" 1'-0" 9'-0" 5'-1 1" DATE: DRAWING NO.: 01 I 30'-10" 2024.07.09 01 DRAWN BY: BMF/JBRAm3 PROJECT NO.: 23.64 PROJECT NAME/LOCATION: KRUPNICK RESIDENCE "ADDITIONS & ALTERATIONS" As-Built Amendment to Permit # 50134 880 Deep Hole Drive EXIST. DECK Mattituck, NY 11953 Town of Southhold ARCHITECT: CD y Bak ; 4 i ARCHITECTURAL COLLABORATIVE, PLLC 687 OLD WILLETS PATH EXIST. DINING ROOM EXIST. LIVING ROOM HAUPPAUGE • NEW YORK • 11788 631.793.9684 rkent.tkac@gmail.com EXIST. MASTER BEDROOM EXIST. KITCHEN o i 0 �OEXIST. 04 P BATH EXIST. BEDROOM 7 0 17"/�j o I EXIST. MASTER EXIST. BATH WALK-IN b CLOSET EXIST. +i I BATH 51-011 III ---------------- 1 0 0 �c--If�o- N 8070 SLIDER Who D2 (3) 2x 10 HDR. 2x I 0 FJ @ I G" C.C.. EXIST. PORCH 23 o -- - EXIST. MUD ROOM Ll X x EXIST. EXIST. � X r1'-10"LIV8" - - - - - - - - - - - - - - BEDROOM BEDROOM m (3) 1-3/4"x 14" ML 30G8 NEW. PORCH CONT. HDR FLUSH — — — — — — — —CASED OPENING — ADDITION _- - _- - -_ - - — - - - - w .I J z C=T) 0 10 (2) 1-3/4" x l 4" LVL q W ~I CONT. HDR FLUSH cJ (2) 2x8 HDR. --------- -------- G880 CASED OPENING 2G80 2G30 _ (2) 2x 10 HDR. I I I DN (2)2x8 HDR - 3OG8 5/8" TYPE 'X' GYPSUM (TYP.) 1 m 7'-4" UNDER STAIR, GARAGE CEILING, � I I I NEW STEP TO FIRST FLOOR NOTES: AND SEPARATION BETWEEN i I GRADE PER CODE I . EXTERIOR WALLS TO BE FRAMED WITH 2XG DF#2 STUDS AT I G" O.C. GARAGE AND RESIDENCE 45 MIN FIRE DOOR I 2. EXTERIOR SHEATHING TO BE 3/4" THICK FIR CDX PLYWOOD. ALL NEW ELEMENTS ARE DESIGNED TO MEET THE W/SELF CLOSER INSTALL GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). STRUCTURAL REQUIREMENTS OF THE 2020 NYS " i PER CODE 29'-1 1 1 5'-0" 3. PROVIDE (3) 2X 10 DF#2 HEADERS OVER ALL BEARING WALL RESIDENTIAL BUILDING CODE. NEW SHEAR WALL m OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 ELEMENTS ARE DESIGNED INDEPENDENTLY FROM THE m FT. TO HAVE (2) JACK STUDS ON EITHER SIDE OF OPENING. EXISTING STRUCTURE. EXISTING SHEATHING AND BRACED p PROVIDE (3) JACK STUDS ON EACH SIDE FOR MICROLAM WALLS ARE TO REMAIN AND ARE CONSIDERED REVISION 1 ,AS-BUILT 2024.07.09 o i z o HEADERS. COMPLIANT BASED ON THE TIME OF CONSTRUCTION. AMENDMENT TO PERMIT#50134 _ 4. INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, ETC. IN z " `� CEILINGS (MAX. 10' O.C.) AND INTERSECTING WALLS, z c� N ° �' z N HANDRAILS AND GUARD RAILS (TYP.) REVISION: DATE: O�� Q m N LOAD-BEARING WALLS, FRAMED CHIMNEY/ DUCT CHASES, Q m NEW GARAGE �i_ VENTS, PIPE PENETRATIONS, ETC. PER CODE. R3 1 1 .7.6 HANDRAILS SHALL BE PROVIDED ON NOT LESS CEILING AT + 1 2'-1 1/2" THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE SEAL: ---� N 'f? UPGRADES WHERE APPLICABLE. PROVIDE DEBRIS-PROTECTION OR MORE RISERS. PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE ED Af� IMPACT GLAZING. R3 1 2. 1 . 1 GUARDS SHALL BE PROVIDED FOR THOSE G. INSTALL 5/8" TYPE 'X' FIRE-RATED SHEETROCK ON WALLS AND PORTIONS OF OPEN-SIDED WALKING SURFACES, C� CEILING. DOOR UNDER STAIR AND TO HOUSE TO BE 45 MIN. INCLUDING STAIRS, RAMPS AND LANDINGS, THAT AREc\j . FIRE-RATED WITH STEEL JAMB AND SELF-CLOSING HINGES. LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY ,n OZ TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN d z o 3G INCHES HORIZONTALLY TO THE EDGE OF THE OPEN m I SIDE. I �T OZ7892 z X I F11,5T FLOOR PLAN Q, OF E� z cv \ R3 1 2. 1 .3 GUARDS SHALL NOT HAVE OPENINGS FROM COPYRIGHT©2024 N Z THE WALKING SURFACE TO THE REQUIRED J Q m N A-4 SCALE: I/4" = I '-O" GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 DRAWING TITLE: INCHES IN DIAMETER. 1 ST FLOOR PLAN CONT. (2) 1-3/4"x 20" ML W/ I" STEEL PLATE HEADER(FLUSH) THIS AS-BUILT DRAWING IS PROVIDED AS AN AMENDMENT TO THE PERMIT APPLICATION ON FILE (#50 134). REFER TO ORIGINAL PERMIT APPLICATION DRAWINGS FOR BALANCE OF CONSTRUCTION DOCUMENTS. 5'-1 1" 9'-0"X 10'-0" HIGH P-0" 9'-0" X 10'-0" HIGH 51-1 1" I DATE: DRAWING NO.: 2024.07.09 DRAWN BY: BMF/JBR Am4 PROJECT NO.: 23.64 PROJECT NAME/LOCATION: KRUPNICK RESIDENCE "ADDITIONS & ALTERATIONS" As-Built Amendment to Permit # 50134 880 Deep Hole Drive Mattituck, NY 11953 Town of Southhold ---------------- ARCHITECT: .. ------------ j1 II II t ._a. ................ ARCHITECTURAL COLLABORATIVE, PLLC ' 687 OLD WILLETS PATH � ' II I ' II HAUPPAUGE • NEW YORK • 11788 I II II II II II II II II 631.793.9684 II ' rkent.tkac@gmail.com 1 I I I I I 1 1 1 I I I II II I I I I II II II II II II j1 II � I II II II ' ' II II II II II II II II II � � II I I I I II , I I , II II II II II II II � I II II II ' I II 11 II II I , II I , ' 1 II r_______________________________________ IIIr____________________________________________� I II II , I I II II II II II II , I II II II II II 11 II , I II II II , I II II I I I I I I I I I I I I I I I � II I II t l I I I I I tl II I II II t I II II , I II II II I II II II II II II I II II 11 I II II II I II ' I II I II II , I I II I I I I I I I I ' � II II II � ' II II II 111 1I Ii II I I I I I 14'-1 O" II II II II II II II I II , I II I " PITCHED ROOF CRICKET, ICE NEW GUARD RAIL +3G _ I AND WATER SHIELD AND DECK m ASPHALT ARCHITECTURAL ROOF 1 1 II II 1 5/4" DECKING ON ACQ SLEEPERS OVER EPDM, SHINGLE WITH ALL NEW II -� I FLASHING, EPDM TO ATTACH TO 3/4II TAG Q FLASHING AT VERTICAL INTERSECTIONS EXTERIOR SHTG. ON 2X 10 TAPERED JOIST. ALL , POST TO BE FLASHED. INSTALL CABLE RAILING 11 II O 11 II II • � II II II II II 5070 SLIDER I I 1 1 (3) 7-1/4" ML. I _ N (3) 2x 10 HDR. Q DN I I I i i i I II 1 , N O 5'-011 I I I I I I I I I I I �- p z I , 11 m I I I LOW WALL +42 I Q = -------------------------------- LU 2 - 0 N o BAR Z `� Q U N d I I U.C.R.I SINK N co Q c— BAR COUNTER O N '"' SECOND FLOOR NOTES: 1 . EXTERIOR WALLS TO BE FRAMED WITH 2XG DF#2 STUDS AT I G" O.C. °� 2. 3/4" ADVANTECH SUBFLOOR. 9'-4 I/2" I O'-2" I O'-4" 3. EXTERIOR SHEATHING TO BE 3/4" THICK FIR CDX PLYWOOD. INSTALL GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). 0Z 4. PROVIDE (3) 2X8 DF#2 HEADERS OVER ALL BEARING WALL Q r- - OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 REVISION 1 ,AS-BUILT 2024.07.09 ° FT. TO HAVE (2) JACK STUDS ON EITHER SIDE OF OPENING. AMENDMENT TO PERMIT#50134 N i z N N PROVIDE (3) JACK STUDS ON EACH SIDE FOR MICROLAM I? NEW MEDIA ROOM Q m 5 HEADERS. REVISION: DATE: . INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, ETC. IN N CATHEDRAL CEILING CEILINGS (MAX. I O' O.C.) AND INTERSECTING WALLS, N + 14'-411 SEAL: •-'ED LOAD-BEARING WALLS, FRAMED CHIMNEY/ DUCT CHASES, �� ED,�R A,gCy - VENTS, PIPE PENETRATIONS, ETC. PER CODE. FtD S. G. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �i I I — �i 7. INSTALL SMOKE/CO DETECTORS PER CODE. N W m I I Q �'9T 027892 04 Uj � o I I ► SECOND FLOOD PLAN �OF tj U N I I I Z N Z COPYRIGHT 0 2024 N m a m N A-5 SCALE: 114" = I '-011 25'-1 1" ( DRAWING TITLE: ASEMENT CW 13 2ND FLOOR PLAN (3) I-3/4 x I I" ML. DR. d THIS AS-BUILT DRAWING IS PROVIDED AS AN AMENDMENT TO THE PERMIT APPLICATION ON FILE (#501 34). REFER TO ORIGINAL PERMIT APPLICATION DRAWINGS FOR BALANCE OF CONSTRUCTION DOCUMENTS. DATE: DRAWING NO.: 30'-I O" 2024.07.09 DRAWN BY: BMF/JBR Amb PROJECT NO.: 23.64 REVISIONS: N E W S U F F O L K A V E APP OVED AS N9 ED DATE-1 s 1.3 B.P.# HAY BAY w/ SILT FENCING FEE ,6 BY: LAND NOW OR FORMALLY NOT BU LDING DEPAR AT COMPLY WITH ALL CODES 0 �-Ivf( 631-765-1802 8AM TO 4PM FO THECONSTANCE & PAUL " „`- ,;;;i Oo NEW YORK STATE &TOWN COPE �li N FOLLOWING INSPECTIONS: AS REQUIRED AND CONDITION r CONNOR 4 1. FOUNDATION-TWO REO IRED LIMITS OF CLEARING TO BE FOR POURED CONCRETE '��T6b,'�yq 00 2. ROUGH-FRAMING&PLUMBING ul PG i,"Yu NO MORE THAN 20' FROM 3. INSULATION PROPOSED WORK AS 4. FINAL-CONSTRUCTION MUST �- SOUTH OLDTOVATRUSTEES EL 4 EL 6 EL 8 S 87019'20" E 212.28' EL 10 EL 10 INDICATED ON SITE PLAN BE COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE ` r------------------------ -- ------------------ O REQUIREMENTS OFTHECODE OFNEW (� (� ` - YORK STATE. NOT SCHD RESPONSi LE FOR \ / DESIGN OR CONSTRUCTON ER ORS ,B3 / / 8'dia, 5'deep UCCUPANCY OR e 6 •0� �. m DRYWELL USE IS UNLAWFUL ( O I 211 CU. FT _ ,. �0 WITHOUT CERTIFIC, T . 2 i W OF OCCUPANCY O J r 6 .,9? �'C \ z 43.8' f .•�• PURSUANTIN ORM WATER TO CHAPTER 236FF -� 84.1 , Z ,� , l U, 55.2' T ON TURF BUFFER I , ' _ OF THE TOWN CODE. z f O P'LUV,131NG w C t 1 - f O ALL -yam r ( rn f EEC STING GRAV L &WATER Li r rJ5 r)• � � h�� .tea cx, ~ �n TESfi1NG &Et UR"'COV:F=IN ►-•-+ ID E E P s �� v / N r DRIVEWAY _ (ter ( f f ALTERED ��. �� JJ � ) I Oo f O PLUPISEP CERTIFICATION H O L E �'� (-�� (�1 M i 8'dia, 5'deep _ d" ON LEAD CONTENT BEFOr \ 1 �) - , DRYWELL O CERTIFICATF. OF OCCUP,,, 22.3 211 CU. FT / ofi W SOLDER USED IN WA;" , C R E E K _ � � N SUPPLY SYSTEM CANNOT (-�� (-�'I ` \I f EXISTING 18'dia,3'deep / / I SOIL I �^ �" ", EXCEED 2/10 OF 196 LEAD. pN I DRYWELL I I I O I LOCATION 1 STORY 4 PORCH 1,26.6 CU. FT /1 / ELECTRICAL 1 \ / INSPECTION REOUIRED )'Ot� 75.9' HOUSE 59.4 TO N TURF BUFFER DOCK �• U C6NCREl E DO NOT PROCEED WITH � J.6' (3.6''' .6' ` \ p w 18.8 in 2 •4 FRAMING UNTIL SURVEY., `pVASHo- OF FOUNDATION LOCAT17'ti STEPS z 06 \ V 40.0' - / HAS BEEN APPROVED: O j ° \ \ 5, WW z ° BASIN m �� \ \ W PROPOSED _ _ _ ° W LU rr-- J�� \ 8'dia,3'deep / / 8'dia, 5'deep U Z IL" 7(Y.41 LL\4 34.0' 2 STORY DRYWELL DRYWELL D o _ I I l O l nC � LU 44.0' TON N TURF B R GARAGE 126.E CU. FT 211 CU. FT Z °O .0 7- w 1 n, I S �'n' r�' ( �F� 3 3.3' _ z I31ower door �. �� (��\ ,C Q\ and ductwork rn o testing required. Ln o N v 7l7 x . T. J J� J -- EL 4 _ - \ \ EL 8 Must provide Manuals o � X r..0 ` D, J and S as per w N 87019'2011 W 187.11' DRIVEWAY AREA: 3440 SQ. FT. -o In AT 100% RUNOFF, 2° / HR: 575 CU. FT. NYS Energy Code UNDERGROUND PIPE INSTALL: (3) 8'dia., 5'deep DRYWELLS m TOTAL CAPACITY: 633 CU. FT. (211ea.) � U cn rn >> MAINTAIN 20'min SEPERATION Additional N BETWEEN DRYWELLS AND SEPTIC<< Certification w LAND NOW OR FORMALLY May Be Required. LORRAINE WENDT SITE DATA: SCTM # 1000-115-12-13 All exterior lighting w installed,replaced or U DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: repaired shall conform V PROPERTY: 21,056 ACRES 0.483 ACRES to Chapter 172 of the Town Code GROUND DISTURBANCE: 7580.0 SQ.FT. EXISTING HOUSE: 2304.6 SQ.FT. 11.0 AREA: EXCAVATION: FILL: PROPOSED ADDITION: 889.2 SQ.FT. 4.2% Q ADDITION: 34 CU.YD. 22 CU.YD. Fire separation EXISTING EAST PORCH: 250.1 SQ.FT. 1.2% q Te aired as per V DRYWELLS: 24 CU.YD. 27 CU.YD, EXISTING WEST DECK: 471.5 SQ.FT 2.3% NYS Code SITE PLAN- x SCALE: 1" = 10'-0' TOTAL: 3915.4 SQ.FT. 18.7% � RED qR MEETS & BOUNDS ��C7 v1 � BY: JOHN EHLERS LAND SURVEYOR DATED: 05-21-2014 * DRAWN: MH/MS ,�► ' '� '9 �22339 Q� SCALE: 1!4"=1'-0" �0 JOB#: ELEVATIONS REFRENCE N.G.V.D. 1929 DATUM OF NEB February 07,2018 FLOOD ZONE ANNOTATED FROM F.I.R.M. SHEET NUMBER: 36103CO482H S. REVISIONS: zo o H o z � w o Q ❑❑❑ ❑ 0 I I I Yl III I' E]EIF-] [:IF,-,'I' F] DEID F-][:][:] J 11 1111 Mill 11111111 1111 E17❑ FIE]❑ E:1 F c❑ o � a I I F �L-[ V.- xv v xx PROPOSED EAST ELEVATION o o SCALE: 1/4" = 1' A w � 0 u � w �Z A 0 N v X O 71 ca vein c00v a) � v � W _ -C7 .F I Hill III Ei L HIM F1x uooc� u o=oo s c�000 I I 1 11 1 x 000=1 I I I I I I I U. � I==== � 0000 1000 - c000ro H I-T VF-" I 1 11 1 1 1 1 1 11 LIE I 1 11 1 i-j �0000 �r0000 000 =l = R E D c�`sVINRc ti �� DRAWN: MH/MS PROPOSED NORTH ELEVATION 'i SCALE: „4�_, N �� * JOB#: 1' O February 07,2018 SCALE: 1 4" = �� 22 39 OQ— SHEET NUMBER: OF N FV REVISIONS: A I FJTITJ4, I �- 4 H O o W 30 o 5o oaao LlCDC I . . W w PROPOSED WEST ELEVATION o o SCALE: 1/4" = 1' Q . � w a w � Q 0 0 N N ^ v `~ x o " � z 00 � cou LnU N w v W 00- - �O - - W E-+ U O N d ERE aR C 5 ti * N DRAWN: MH/MS PROPOSED SOUTH ELEVATION r SCALE: 1/4"=V-0" .tl 4. SCALE: 1/4" = 1' N 02 9 0 JOB 3 3 February 07,2018 0 N E`N SHEET NUMBER: A-2 REVISIONS: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — I w � /EXISTING BASEMENT iColn / f W Bo �'--� 9'-10" , „ „ 10�2 8 —3 81/ #5 REBAR @12"OC W � I / / z----- / _ • I _ 45 EBAR @}Z"OC #5 REBAR @12"OC / / � o � @ FTG. (TYP� / &@ FTG.(TYP) / co I ri 1 I .q D I h7 I `- ------------------------------------------------------- I - X v ' I •v V 4 V a .v , Q V d .v V 4 p a .v • M m O v ++ o 1 ' @� 4X4 i ' p CO \ , p I (2)2X6 POM vI rn U cn U) O W I . I I I I . I 1 a I n I I d I I 1 GARAGE N w 1 I N u N II • II }).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION PLAN O FOUNDATION TO MATCH EXISTING(VIF). SCALE. 1/4" = 1' Q' I 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). W EON, 3).4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2" S N PROJECT NORTH I i I I (MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. E #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND V DOOR APRON. V I 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 0 D i 5). PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, ' c `--------------------- --------------------------------------------------------------- INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A p 4 - v c •4 p a p e •V .t° i MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO -------------------------------------------------------------------------------------------- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. E� DgRc 5'-31h" 20'-3" 5'-31/2" C�� wiN S 30 —10 * ' e' A N DRAWN: MH/MS * SCALE: 1/4"=1'-0" 022 3%g �0 February 07,2018 Of N SHEET NUMBER: A-3 REVISIONS: EXISTING DEC< EX. DINING ZOOM EX. LIVING ROOM a CjEX. DBEDROOM a w O r� tAdidonPll �rtifiCtit� EXISTING KITCHEN M--13e Requirede 0 EX. BATH ,J •-oVP EX. BEDROOM I 1 I m VO" I I , , 1 1 , O ' , , 1 1 G `------� --' =_u B ` � WALK-IN � > 0el� * CLOSETA EXISTIN 5 a 9'-10" EX. PORCH � EX. BATH p Z MASTER , rr ll 5' 0„ 4' 10'1 BATH --------------- O w C _ C a00 (3)2XI0 HDR W/D °O 1 , 1 I - t I I 1 EX. MUD ROOM 1 1 EX. BEDROOM EX. BEDROOM L -------------- ------- ---- - ' 45min FIRE RATED 11133'-0" 1 ' DOOR PER CODE -- ------------------------------ o I 0 co 1 1 1 1 1 1 1 1 1 1 1 1 1 I N = W N v V �// s 1 1 1 1 1 1 1 1 1 1 1 1 11-I 1 1 I c ♦ �}C �, O O m p ��--�--��-� �-------- -� ` N M w 1 I to @ L"i, ... O p(2)2 Pa c� (3)1-3/4X14 ML 4 in FIRE ED p w J x 9'-41/2" 20'-61/2" D RPE ODE ----- -- V rn U 1ST. FLOOR PLAN N A A SCALE: 1/4" = 1' i W 0 o W X X S N PROJECT NORTH [� W N � N M M \ E /1 GARAGE 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. u u N ---- 12'-�I/2:CEILINQ--------•----- -------- ------------- 2. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALL V) i � N GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). WALL LEGEND d' 3. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS r 00 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 1 I �______________, [�] STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH WALL TO BE REMOVED � SIDE FOR MICROLAM HEADERS. In 4. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS EXISTING WALL 0� (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 3 i i = FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. NEW WALL F�1 PER CODE. X V I N 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE NOTE: APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ' ' \ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6= 6"] �, t 1 6. INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING. DIMENSIONS OF NEW WALLS ARE FROM STUDS DOOR UNDER STAIR AND TO HOUSE TO BE 45min. FIRE RATED WITH [EXT.1 INT.,2X4= 3-1/2",2X6 = 5-1/2"] STEEL JAMB AND SELF-CLOSING HINGES. 1 (2)1-3/4X20 ML w/1"STEEL HEADER I 20'o" �,�, q�,c Ev 1 N c,Ole, yid 15-5" 15'-5„ fin-, '-10" DRAWN: MH/MS 30 ,�-,� * SCALE: 1/4"=V-0" "�. JOB#: NET O2 339 O�� February 07,2018 SHEET NUMBER: B ` OF NE�� -4 REVISIONS: -- ------------- _ . , � ---------------------------------------------------------------------- .% ------------------------------------------------------------------------------------ 1 1 1 1 1 1 1 I 1 1 1 „ I 1 I 1 � ' 11 11 „ ll „ 1f 11 1 1 I 1 1 1 1 1 1 1 1 1 " 1 1 II 11 11 11 1I 11 11 11 � ' 11 1 1 1 1 11 11 11 11 1 I 1 I 11 11 1 I 1 I 1 1 I 1 11 11 II 1 1 I 11 1 1 11 11 z 11 11 1 I 1 1 1 1 1 1 11 11 11 11 11 , 1 11 11 II , 1 11 11 11 , I 11 11 11 , 1 11 / 1 11 , 1 11 11 II , 1 1 , 11 11 , 1 1 , 11 11 , I 11 11 II 11 II 11 II , 1 11 11 11 11 1 , 11 1 1 1 I t 1 1 11 1 1 , II 11 11 1 II 11 11 1 , 11 11 11 1 , 11 B11 11 1, tl 11 11 1 , t l V11 1 1 f l 11 30'-10" 1 1 1 1 , 1 1 Fr1I� „ 1 1 , 5 -2 1 1 25 -8> 14'—3'1 1 1 , 1 , 1 1 rrl ram+ DECK H w 5/4"DECKING ON ACQ SLEEPERS LAYOVER EXISTING ROOF OVER EPDM,FLASHED.EPDM TO J TIE INTO ADDITION. ATTACH TO 3/4"T&G EXT.SHTG. Q DECK TO LAYOVER ROOF 1 ' ' ON 2X10 TAPERED JOISTS.ALL w/2X ACQ SLEEPERS 1 i i F-1 0000 POSTS TO BE FLASHED.INSTALL EPDM,FLASHING AT NEW CABLE RAILING PER OWNER. ROOF INTERSECTION FWG30611S-60611R IR I , , 1 � 1 11 (3)2X10 DF#2 HDR . . ' . 7 /4 iAL M ER D 1 I 1 1 1 1 -PDW 12 5" r 1DN t 1 1 1 1 1 1 1 1 I 1 1 Q1 I I I 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------- 1 S °C p O m � ' 3'hHALFWALL ---------------------------------------------------------------------------- x All 1 1 1 N I I 0 t- V I 1 2'-4" X O 10'-4" � z w - (D i O 00 Co NI v A �4EDIA ROOM A m u o ;CATHEDRAL CEILING i Q 2ND. FLOOR PLAN U) U m N Cq tilt o N SCALE: 1/4" = 1' N o W Co 1 1 W si x 1 1 x N 1 1 N 1 1 W S N PROJECT NORTH I 1 N 1 1 N E W i 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 00 ' ' 00 2. 3/4"ADVANTECH SUBFLOOR V 1 , 1 1 3. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALL WALL LEGEND 0O GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). V) d1 1 oC r--------------+ 4. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS --------------, WALL TO BE REMOVED U) N N to UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK rn N STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH p SIDE FOR MICROLAM HEADERS. EXISTING WALL 00 X ' ' X 5. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS NEW WALL M , M (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ' ' 1 PER CODE. NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL \ u 1 6. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE C!J �3 1 3/4X11-7/8 ML HDR j INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4--",2X6=6"] x ( ) APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DIMENSIONS OF NEW WALLS ARE FROM STUDS 2-TW3046 7. INSTALL SMOKE/CO DETECTORS PER CODE. [EXT./INT.:2X4= 3-1/2",2X6 =5-1/2"] 151-5" 15'-5" 10 4 IN �� t( �,5L, ti to B --� DRAWN: MH/MS SCALE: 1/4"=1'-0" N JOB#: 02 339 y0� February 07,2018 N ENI SHEET NUMBER: A-5 REVISIONS: ---- -------- ----/--- ---- -------- ---- -- ------ -------- ----%''' :-�-- -------- -------- f--- --- ---- --- ---- --- ---,�-- - ----- / - ---- ---, ----"-- ---- --- ----/--- --------r-------- --- --—�----'� / ---/---` ---�----�--- ---/•=--- -------- --j=--- ------ ------ - II 1 , It 11 I 11' I 1 a / I I / / / � / T 1 ,� h+•1 1 w � / 11, AllI - � I II JJJ II 11 1 d' II II / It / II 1 I I �f1 it u FF�-LL.JII I I I t l I I r'l F-••1 00 °O C ----------------------------- C/ I W/ ' I > I DECK RR @16"OC g II 1 AREA:82.4 SQ.FT. I AREA:24.0 SQ.FT. 100%RUNOFF:2"/HR: I I 100%RUNOFF:2"/HR: N 13.8 CU.FT. i I 4.0 CU. -�•`--I---------- ------------T------------------------------- ----------------------------- -- JI 1 , 'Inn 0 C1\ � �+•0�••� X CU mm // ---- --- ----�"--- —-- --- -- --------f�--- ----------Z��/-/------- I1 O x 0 H I "OC I .�., m " i- GC I , N X I f � -ml12 .F+ 1 1 I � V I Z' I ' 1271 I 6 N O W I , J RR @16"OC i .G Q k 1. INSTALL COLLAR TIES UNDER RIDGE AT 16"O.C.(SEE SECTION A-A) A ; I V ; ' 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. w a w ; GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. g f w I i i 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS � ; t (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W i I AREA:532.6 FT. w w 100%RUNOFF: 2"MR: AREA:532.E SQ.FT. I ' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ' I 7 � � 1 I ' 90.0 CU.FT. O „ �O 100%RUNOFF:2"/HR: ' 1 PER CODE. 1 90.0 CU.FL ' V I I `✓ I g i ; 4. APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME, O N N I 1 N N ; ' 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND (n DIRECTLY TO THE DECK ALONG EAVES. 6. USE ICE&WATER BARRIER UNDERLAYMENT. ROOF PLAN �► 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS i1 { IGlXIO WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. SCALE. 1/41� 1= H I I RR @lb OC , I 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING W I ;12 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE S N PROJECT NORTH to i� I 12 1 ; WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS V ' I COMPLETE. 1 1 I i 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. E x 1 I , USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH ATE.+ LEAST 3/8"DIA,HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. - 1 I I ; USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 ' 1 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA -D,9 �_ _ ; RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. �5� RC► ' ______________________________ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO REV I N{- CONCEAL VENT. SC, �----------- -------------f------------------------------- 3- �_u 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ' N N ! * DRAWN: MH/MS SCALE: 1/4"=V-0" OQ- JOB#: OF E\N`� February 07,2018 SHEET NUMBER: A-6 REVISIONS: 1-3/014 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ML RID GE 12 2X4 @ 16"OC 12 2Xi2 LAYOVER PLATE(TYP) (3)1-3/4X14 ML I w/(2)3/4"STEEL 2X6 16" C 12 R ,L�1G @Q 16 OC I Ln �} I � ' N O ' I D o p 0 3'h HALF WALL N z 3/4"SUBFLOOR z z_ O O 3'X3'DECO B RACKET __� 14"T11560 WOOD-I FJ @16"OC W W 45min FIRE RATED -- FH I Fffl— DOOR wl STEEL JAMB, SC HINGES(fYP) 5/8"TYPE-X FIRE RATED N SHEETROCK ON WALLS &CEILING 2X6 ACQ SILL PLATE TERMITE SHIELD SILL SEAL(TYP) Lr ' ' V1 4"CONC.SLAB.REINFORCED w/6X6 10/10 WELDED WIRE FABRIC O ti .� 8"PC WALL OVER 2"(MIN)SAND ON 6' GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" O W P4 DOWN AT DOOR OPENINGS.#5 VERTICLE REBAR TO BE SECTION A-A. INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. 16"X8"CONC. FTG. Q (2)#5 REBAR SCALE. 1/4" = 1' W �� ll � V p, U W Q H ono 1-3/014 ML RIDGE 2X10 DF#2 RR i6"OC (3)1-3/014 ML w/(2)3/4"STEEL RIDGE 2X6 J i 'OC N v i m m v O +3 XO Ln v XI DF#2 R 16"OC Lr> v � brio u Ln U ce)00 � in v N .0 W o 3'h STAIR WALL p0 O Th CABLE I RAILING N WALL AT ROOF M W INTERSECTION 3/4"EXT.SHT. 3/4"SUBFLOOR EPDM — - -— r•r 2X ACQ,16"OC --------; 14"TJ1560 WOOD-1 FJ @16"OC u 5/4 DECKING 2X10 @16"OC _ _ L_ I (3)1-3/4X14 1 ________J - FLUSH BEAM. 5/8"TYPE-X FIRE RATED SHEETROCK i I ON WALLS AND CEILING 1 i I' ---------L--------- , 1 ` 1 F-1 04 45min FIRE RATED DOOR w/STEEL JAMB, ----- - SC HINGES(fYP) ----- _ LNDG. �ERE0 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC ; Q ? 8"PC WALL 0 OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOORS) FOR DRAINAGE.1/8":12"(MIN).NOTCH 2" �' �� -4 DRAWN: MH/MS SECTION B-B. A DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE • . M (!� �` " * SCALE; 1/4"=1'-0" 16"X8"CONC.FTG. INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. — _ -— Y )—� JOB#: SCALE. 1/4" = 1' (2)#5 REBAR � 223 f-1Q- February 07,2018 op N ESN SHEET NUMBER: P A-7 REVISIONS: CARRY ROOF LINE UP TO MEET DECK WALL.ATTACH TO Th RAILING 2X12 LAYOVER PLATE 0 3/4"EXT.SHT. EPDM 2X8 @16"OC 2X ACQ,16"OC . 5/4 DECKING 2X10 DF#2 @16"OC TAPER TO 7-1/4" EXISTING ROOF 2X12 LAYOVER PLATE P 5/8"TYPE-X FIRE RATED STUD WALL TO ' U SHEETROCK ON WALLS DECK H AND CEILING -1 FBI] F-1 ff u FEE EE BBI EXISTING EXISTING ElLi I N • U a Oa H a; T^ u 4"CONC.SLAB 0 8"PC WALL c� REINFORCED _ _� _ _ SECTION C—C a . o . . i 16"X8"CONC. FTG. SCALE: 1/4" = V (2)#5 REBAR W Q W W W 24 OC 4 11 a U 1 1 � ( I � � ( 1 � I Ito • � J ( .. I J ) ' - � � � II t I #10 STAINLESS STEEL I / f / J 1tl\ 'J ' 3 1 1/2 1 1/4 oln OR GALVANIZEDWOOD SCREWS W/(T•' WASHERS @ 12"O.C. I I I On IJ W.C. LAV. 13" f I it l I I) 12"O.C. 12"DC I I F.A.I. lz" — — I — ' • • •• I • • `' Nv m � o I 3/4"APA PLYWOOD 3 1 1/4 M SHEATHING C\ aV, 1/2"APA RATED SHEATHING I / I C.O. x Ln l l GRADE PLYWOOD I I I I I x [o ^ + (ALTERNATIVIVE:7/16"O.S.B.) I • , \ /,• I I /•• I 1 • I I 1 / • O • O x o 1/2"APA RATED SHEATHING y� I I 1 O 1 I GRADE PLYWOOD I 1 I 1 t I 4 F, V. (ALTERNATIVIVE:7/16"O.S.B.) I 1 I / l I l I I 'L� 4 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED o °J I • I s J •• • • 4"C.I. SEPTIC SYSTEM #10 STAINLESS STEEL / I ' ( 1 ' I I I I ' ( ' TRAP HOUSE I. •� k ar u m OR GALVANIZED ' 2X4 DF#2 WOOD SCREWS W/ �j1 STUDS ' ! / ' U WASHERS @ 12"O.C. • � . � •• �� •�� PLUMBING SCHEMATIC: N � WINDOW SILL -APICAL WINDOW OPENING � �� o w 3 111 \ 1 I I OR GALVANIZED #10 STAINLESS STEEL (LESS THAN 4'-OX8'-0"OPENING) l I I U T WASHERS @ 12"O.C. WOOD SCREWS W/ N• 1 •S• TYPICAL DOOR OPENING (LESS THAN 4'-OX8'-O"OPENING) 2U2X4 DOO ASSEMBLIES F#2YSTUDS CONNECTED W TOGETHER WITH STAINLESS STEEL E'4 OR GALVINIZED BOLTS W/WASHERS AND NUTS Cn T-0"O.C. V TYPICAL MULTIPLE OPENINGS 0 (MORE THAN 4'-0XV-0"OPENING) PRESCRIPTIVE DESIGN PER R402, 2015 IECC: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FLOOR SPACE CEILING N R30 49 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) R-VALUE R-VALUE: *EXCEPTION FLOORS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" IF FRAMING MEMBER IS R19 FENESTRATION 0.30 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO TOO SMALL U-FACTOR: U COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED• (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. GLAZED ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SLAB(HEATED) (2'PERIMtETER). R10 FENESTRATION NR �r HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHCR: FRAMED WALL SKYLIGHT R-VALUE: R20 U-FACTOR: 0.55 BASEMENT WALL (CONDITIONED SPACE) 15/19 \��'GREpgR R-VALUE: . . G�-�V_�N • Y DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: 3CJ February 07,2018 OF E\N.(o SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD o ° BOTTOM PLATE 0 RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD THROUGH—ROOF EXHAUST V a ENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP W A CRICKET AT TOP—SIDE OF VENTILATION CHANNEL l z RIM BOARD C HIMNEY AS REQUIRED Ma—i O RAFTER rT� SILL PLATEMAINTAIN S) � WALL SHEATHING RAFTERS VENTILATIONU WOOD JOIST FOUNDATION W � ' ' ' � ' � ' � � SIDEWALL FLASHING _ TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING 2x4 V� O STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC , SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A BARRIER TO LAP FLASHING FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER AND SO AS TO MAINTAIN AIR SOFFITED EAVE DESCRIPTION APPLICATION 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING IP ROOFING LAPS BASE W FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME O EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W WOOD JOIST � O x TOP PLATE W U GIRDER/HEADER W H SIDE WALL FLASHING A 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST F•-�� o �' AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0000 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS F KEEP SHEATHING MIN. 1-1 2 FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANC HDR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE �� o TERMITE SHIELD I �— SUBFLOOR c`�v SILL GASKET / WOOD JOISTS m m o CONC, SLAB NEOPRENE x ,n u TYP. CONC. FOUNDATION A GASKET ��` � � 0 M `'' � •v 6 MIL. POLY 2x6 /2x8 CONTINUOUS WOOD PLATE as rn M 0 - DAMPPROOF EXTERIOR - V . + � - 4 �. GRANULAR FILL ° � ' I BOLTED TO STEEL BEAM WITH Q ¢+ u 6MIL POLY ON EXTERIOR , x 0 ° ' n ` ' 1/2 " DIA. BOLTS © 48 o.c. STAG. v STEEL COLUMN "I . , w ,a • d • d ° ° \ ( ROOF JACK v m ° u ` CONC. SLAB STEEL BEAM \.n " ANCHOR BOLT EMBEDMENT: �� I `� eb V COMPACT FILL POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL `e u Q h '° BLOCK WALL: 15" I v V ° a e 0 n ROOFING LAPS TOP AND BOTTOM PLATELo U KEYWAY FOOTING ° /� 4 7 FLASHING AT ' 0` cn • a CONC. FTG. 'p Q'p G °' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �` WITH 1/2" x 6" ANCHOR BOLT N 1/2" GROUT ; ,^ ; O aj ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) `�` 0 W � REINFORCING �B AR �•• -' Fir DRAIN TILE pANCHOR BOLT CONNECTIONFOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 S10RY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL V.)TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM SLABAON TOGRADENDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL u U O �— SUB FLOOR Q" CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE ---IJOIST N COMPACT FILL , iUSE 2X8 DOOR I FOR B LOC KOUT STEEL BEAM � 4" SLAB P.T. PLATE �` W/ 6X6 WMM I I SLOPE M 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT V 1/2" AIR SPACE (WITH A NAILING PLATE IF NEEDED) • - AT END AND GRADE ° n ,""n""'��"-" C, Zf'D ES OF WOOD ,� 0 • e ° • '' e•'a ° TO B E APROX. 1 2" OR HIGHER THAN Mo. °' D °' D STEEL BEAM TO ALLOW FOR SHRINKAGE ° Q ° Q ° a c'��'D BEAMS I ° O ° a > 'e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" ° ° ,D ° D 6X6 W.W.M. ° I • 4 e e s I ' MIN. ,° `, ° 'n A'p /�'i ° `NOTCH BEAM FOR MUCSILL IF REQUIRED -- MAXIMUM O ° ^ I —I �--SUB FLOOR • c1 • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM -- D °' • ° ° DRAIN TILE I�----►I • D i REINFORCING BAR v e °° �— I GIST 12 '° e e SHEET METAL / 30# F=LT UNDER BEAM AT POINT L�'/� Os Oa — STEEL BEAM -, •• ' OF CONTACT WITH CONCRETE OR CONC. BLOCK _ITi_iTI -ram_ r m .� REDq o' ° 3.. PLATE (BOLTED TO B 5 �V IN �Cy TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A �• SHIMS TO LEVEL BEAM (v I 80 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. /3" MINIMUM BEARING SURFACE FOR WOOD BEAM Q \- y n DRAWN: MH MS GARAGE DOOR B LOC KOUT '�^•. ,�. * ,'�` ! "� SCALE: 1/4"=1'4' ��- ' N JOB#: BEAM POCKET N -` Febmary 07,2018 1 o2 e�2339 SHEET NUMBER: Q- OF N ES ON� A-9 REVISIONS: (0j" ENERAL WIND FRAMING NOTES NAILING SCHEDULE FNYSCODE: 2010EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL 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 g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 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 DECKS 40 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 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 ATTICS w/o STORAGE 10 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 EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 -16d COMMON END NAILJ ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 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: .. - STAIRS 40 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 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 QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 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 COMMO PER FACE NAIL JW 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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE z INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE a Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE a or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 -16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: w 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS) ® SEE FLOOR PLANS 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 HEADER ALONG EDGES NAIL � in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W be installed with #5 re-bar, long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � 5). Unless otherwise noted,all slabs on grade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. ( ) 0 > p anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). P P g � >. along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one ft attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL � W_1 8x16 cast iron foundation vent for every 150 sq. . of area. NOTES ^ DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dam roof exterior of foundation with bituminous coating as required b current TO BEAM JOIST NAIL a U P g q y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 w 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 COMMONJOIST NAIL a 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current 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 the 4 foot perimeter edge zone attachments required shall be used. 0 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL • NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd' AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted,all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS•. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES o 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 buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD „ g g g JOINT DESCRIPTION N °' otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m o 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X ^ E UW 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD Sd COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �" � 2 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. O x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: Cd V. @ x openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, M � E openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o � \ to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. rx PA and blocking where applicable. QTY. SPACING occ U ci. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge a zone attachment re uirements shall � 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Sd C01vIM0 WFCM - SBC ) g g q u7 U °� PLUMBING NOTES anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE a use N � � � 6d COMMO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.C . IELD on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL E111111111111111 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. f'" 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 0 U HVAC SYSTEM NOTES 8d COMMO un 1" OR LESS 12 O.C. FIELD O 9). Provide blocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists under all Dearing walls. NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX ex SOIL COMPACTION: using parallel rows of studs or staggered studs. exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.., adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TEOSTED BY AIL AT 12'LP OFIFTS FS SIONAL AGENCY FORCOMPACTION.OR TO HAVE FILL 4).flame and At groducts of combus around vents, stionpes . to ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected p members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required b current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. g P q y \��ERED ARC' 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 0 tiV►N ti 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. �4r4' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 1, n torch down type material over. NI i f9�• N DRAWN: H/puts SCALE: 1/4"=V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ,A . I / JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �223g OQ� February 07,2018 OF NE `l SHEET NUMBER: A- 10