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HomeMy WebLinkAbout48700-Z 1 sig oOSUFFot�.�oG Town of Southold 7/1/2023 P.O.Box 1179 y T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44241 Date: 7/1/2023 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1100 Haywaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-3-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/2/2022-= pursuant to which Building Permit No. 48700 dated 1/5/2023 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: interior alterations to existing single family dwelling as applied for. The certificate is issued to Arbour,Kathryn&Gentile,Andrew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48700 4/28/2023 PLUMBERS CERTIFICATION DATED 1 h ri d ignature o�Fot TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE Way • � '` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48700 Date: 1/5/2023 Permission is hereby granted to: Arbour, Kathryn 221 E 78th St Apt 4G New York, NY 10075 To: Demolish existing rear deck and interior loft and construct interior alterations as applied for. At premises located at: 1100 Haywaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-3-8 Pursuant to application dated 11/2/2022 and approved by the Building Inspector. To expire on 7/6/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $580.00 CO-ALTERATION TO DWELLING $50.00 DEMOLITION $244.00 Total: $874.00 Building Inspector pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Q �!�OUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathryn Arbour Address: 1100 Haywaters Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 48700 Section: 1 1 1 Block: 3 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 29 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 4. Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO 2 Transfer Switch UC Lights 5' Dryer Recpt Emergency StrobeHeat Detectors 1 Disconnect Switches 27 4'LED Exit Fixtures Sump Pump Other Equipment: Wine Fridge, Fridge, Oven, DW, Hood / Micro Notes: First Floor And Smoke Detectors Everywhere Inspector Signature: Date: April 28, 2023 S. Devlin-Cert Electrical Compliance Form OF SOUIyo� r,U�s�t�r # TOWN OF SOUTHOLD BUILDIN DEPT. �ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' Q lj� a_agaa — o k DATE1 l?,7 3 ANSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. `ycouffv 631-765-1802 INSPECTWN [/] FONDATION 1ST [ ROUGH PLBG. NDATION 2ND [ ] INSULATIOWCAULKING MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i �)N\✓lJs k� c�V Tfv�l� �- fin- w� DATE INSPECTOR OF SOUTyO� - - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ I LATIOWCAULKING [ ] 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: — c� 0fN 0.1 vv DATE INSPECTOR OF SOUTy� -7G ! roG _ # * TON OF SOUTHOLD BUILDI G DEPT. °ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: 4- DATE INSPECTOR L 1G 2023 ,� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer February-21,2023 Dest t Co�� I�2s�ectao�c Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Gentile 1100 Haywaters Road Cutchogue,N.Y. 11935 Building Permit Number—48700 Adds/Alterations Inspection—Insulation On February 16, 2023, I inspected the insulation installed at the noted location. The inspection covered the main floor exterior walls and the ceiling/roof for the alteration. The inspection results are: Exterior Walls—Batt Insulation provided and installed by General Contractor. Insulation provided rated as R-21. The insulation provided was done in compliance with the-applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Interior Walls—Batt Insulation provided and installed by General Contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3—Ceiling/Roof(Exterior)—Closed Cell Insulation provided and installed by General Contractor. Insulation provided rated as R49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The insulation installation as verified by inspection on February 16,2023, is compliant with all applicable codes and conforms to the design specifications. The insulation was installed in compliance with the IEC Code for Existing Buildings, in particular Section R503 Alterations;Paragraph R503.1.1 Building Envelope. OF W r Nicholas J.Mazzaferro,P.E. 9F o 2�FpA 4'0' 0570gy R�FESSIONQ� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) d y d � ------------------------------------- FOUNDATION (2ND) l D Um evs e, e-r _o s S C Dn 4r,chorw fta�" y -- ROUGH FRAMING& PLUMBING SQWi r INSULATION PER N. Y-. STATE ENERGY CODE I FINAL ADDITIONAL COMMENTS �l 23 ?CLL 1?14 0!�- e c 4f Pf co rvi Sb e C_ /e c o m - b N y O x r� y x d b H a , TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 h=s://www.southoldtowmv.go Date Received APPLICATION FOR BUILDING PERMIT � y For Office Use Only PERMIT N0. Building Inspector: NOV A licationsand.forms`rimiisttie'fille`d,'outmrtheirentiretV.•Inco'm'plete ;�;. PP.,. apliations will not'6e�i'ccep_ted: 11Vhere the Appllcantls got the owner;;an - ,A:Vf„ - :. ¢eair..vdc.,y•�,.,. •...t,,.,Jr-;is : , ._.e:.,_,y,,.. ;,;.r..: ., �Ow'netsAitfiorizatioii�fo�m;,(Page�i)shall be completed: - •, .,.iM1.: dry„ _,tig,:>„ 'f:: i Date: 1Ut�cr 22 OVIIN 'OF PR P'llTY.. Name: A!J-�'-eE NJ (A:E� F(LC TSCTIVI#1000- Project Address: J I Q0Cf��O64 1-) l Phone#: c�� - 7J�� ✓CD� Email:Q Y &eV� V er)i i l l ei c) o(L., Mailing Address: ZZ f e q e), 6% opr4F,,i NYI y Do t? 5 CONTACT PERSON:- Name: �,- iLeEN Mailing Address: V A N GjTO)ti4 Phone#: Email: �f ►�ala���U� �!� --.. _ AL INFORMATION: DESIGN.PROFESSION.,. ..:,., Name: Mailing Address: b rDo V A1k('G C JQ OLi U e Qy Phone#: �p� ' /��3 J��/ Email:8 102y)Jr6fW U C CTOR.INFORMATION: CONTRA ` Name: �-j oe � Mailing Address: u 15 0 6-0 Phone#: l�Gl - ¢( Email: 1J JOL UCA) ® Mai(4 DESCRIPTION"OF PROPOSEDCONSTRUCTION' S ❑New Structur ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other 0J 2 O 4 WEE ALL $-/156, 4000. OD Will the lot be re-graded? ❑YesA�rNo 2 Will excess fill be removed from premises? ❑Yes ONO 1 ..' ... f, tj>.'. :fYt•l:T'' `i'JY/i'j- ?'•''f ROpERTYMOORMAT(ON '.;.:r.'.. t Existing use of property: 2-De10 Intended use of property: /?-, ✓/ //\�Z Zone or use district in which premises is situated. Are there any covenantsand restrictions with respect to this property? ❑Yes:KkNo IF YES, PROVIDE A COPY. - ., .:Y H:<rr r;: ...5 rt,..._.:.. ✓..'';.. n,..';. .;6'.,.�- ,',;:.,:- ,._ .. .;:.,'y:-='.,a'f: :::._;tf;J Check Box After Reading: The owner/contractor/design.professlonal is responsible for all drainage and to water issues as provideby Chapter 236 of the Town Code.APPLICATION is HEREBY 66E 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.appllcable`'laws;Ordinances or Regulations,for the'construction of bu"pgs;Y additions,alterations or for removal or demolitlon as herein described The a-p icant agrees to compty with all applicable laws,ordinances,buldinp code, p housing code and regulations and to admit authorized inspectors on premises ap"b in bufiding(Q for necessary inspections.Faire statements made heiein are punishable as a Class A misdemeanbr pursuant to Section210.45 of the New York State Penal law: Application Submitted By(print name): []Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK QuNo,01 BU6185050 in Suffolkffolk C0 County SS: Commission Expires April 14,2` .� COUNTY OF 1 Q kn/,Z"A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above lnammeed, (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 therewith. Sworn before me this day of 1 �Lfr�G�J '/� ,20 / (. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) (, 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 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, A NP rL(7-, 1 &N-VV( C residing at ��©o [,�`('W/�T�`2S �o+p, (Print property owner's name) (Mailing Address) do hereby authorize �LOV (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signa re) (Date)(Print Owner's Name) BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 01 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov— seand(�southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Qate: I I i Z3 Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288-ME Elec. email:REPelectric1 @gmail.com Elec. Phone No: 631-767-6034 ©I request an email copy of Certificate of Compliance Elec. Address.: PO Box 635 Mattituck, Ny 11952 JOB SITE INFORMATION (All Information Required) Name: aJ Address: J I a p ` u> /(/�S u oma--A-r7-- Cross Street: Phone No.: 267L03'4 Bldg.Permit#: 5�j a o email: Tax Map District: 1000. Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Q *-�9-tLao S—e-)- , �c/�e/-) — l ► . ice. CUL(-L t 5w, Square Footage: Circle All That Apply: Is job ready for inspection?: � YES M NO 21 Rough In FJ Final Do you need a Temp Certificate?: 1-1 YES rV-] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New ServiceM Fire ReconnectE]Flood ReconnectOService ReconnectQUnderground00verhead # Underground Laterals n 1 2 0 H Frame Pole Work done on Service? Y FIN Additional Information: /5'C7 . d � PAYMENT DUE WITH APPLICATION . Ilic �23 'Rec I sv `3 p 4g-7 00 BUILDING DEPARTMENT--Electrical Inspector JOWN OF SOUTHOLD Town Hall Annex - 54375.Main Road.- PO Box 1179 t. Southold; New.York 1.1971=0959'- ,,�� Telephone (631) 765-1802 - FAX (631) 765-9502 . rogerr(aD-southoldtownny.gov - seand(a southoldtownny:dov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 ti3 Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288-ME Elec. email:REPelectric1 @gmail.com Elec. Phone No: 631-767-6034 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 635 Mattituck, Ny 11952 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: ,31 �, r BIdg.Permit#: -7 a® email: c�✓Lf t n�-A L - Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 5w, Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO ®Rough In ❑ Final Do you need a Temp Certificate?: C] YES Z NO Issued On Temp Information: (All information required) Service Size 1-11 Ph E]3 Ph Size: A #Meters Old Meter# ®New Service❑Fire ReconnectE]Flood Reconnect❑Service Reconnect❑Underground ElOverhead # Underground Laterals.__.1 ^2 .LJ^ H Frame Pole Work done on Service? H Y I IN Additional Information: Vol/5'0 PAYMENT DUE WITH APPLICATION I I c `23 -Recd �3p 4g-700 \ PERMIT # Address: Switches � 27 Outlets tia a `l'1l GFI's 1111 Surface S Sconces I (e lip HH's UC Ets Fans FridgeI FiW rrExhaust Oven Q WAD I I Mini r Smokes DW I� L/ 1 Carbon 1 Micro Generator Combo 1� Z Cooktop Transfer AC AH Hood 4a�G-l—�✓ ' Service Amps Have Used Special: Comments b r 50' REVISED SUBDIVISION PROPERTY SOF. f0 APRIL 28,930 ZO JERSEMAP N0.763- 2 . sy O . n N40 I6 10 E � �,@ �a. 0,66 '16. 300.80' FV 35.8 W earNfN m ° �•° v v< D ON = u N O t s , 0a•N• D dro 0 4 O,e m 3 a L 37.1•-4 EO y i OCCK �� O4 N 2�1 C Gq YeWq}Q,TpNP m Y� 2 3 f0 ..EE�� Q - �I x b•4' 10W.22.91 \` O N O DECK O O y v - �'+�� 540045'20•W �.f 14.3---JL 3e.11 — I.o•s. 6 7 8 .4-4111 _. . S� . uwaurwolorcn uTE,urroq ow ADMTon ro Tnp owgv[Y a AVpUTp1,ov sEap,i" TEW OFI,(FNEIIYLgkE.TaiEE00(JTpNUBY SUFFOL%COUNTY HEALTH DSPARTl1EDT: oonEs of T 6 SURYSY ru nor aEa unc na uum sumeturx uo m sEAi aR FywnssEnsEusNAu.worEEPmasavaunrAUEoppr, n=DEC Q q e. D. cow Mwn rqe sugvE.a FgEvagFq aN0 On ms aEnuc To rnE rmr:co,mayr or,vcgwMFxTu NiE1,Ll allo�Elaxe YtxTLU1VA.lS1[4lYWEP1.ooARanTEEsw� mLPCATIorm ARE wr TAwsFmAw,E To aomoxu wsrnonm,x DA aamEouEHr; The sewage disposal and water supply facruties for this locatiot have been inspected by this department and found ' GUARANTEED TO to be satisfactory-StPL a. r,.t-,pE+ Chief of^G'e'nne'r"al-Sngineleorinng. 1 ,1 Services MAP OF LAND LOCATED AT OP m_ NASSAU POIN't 1 TOWN OF SOFT-i OLO COUNfY-Or-SUFFOLK r _ . 1 5tIR11�YED FOR .`" •. .. pp AARON - NOVICK THE OFFSETS ANO DIMENSIONS SNO E E(CTE V A�1S� co R°� D.AM 16-3-a2 •, ARE NOT MTENDEL TO WALDE N TNS SU11 G T -NAIL O -PIPE OFFENCE$RETAINING WADS FOOLS SUi OR SCALE;•,!�Q'307 ADDITIONS OR ANY OTNEq CONSTRUCtION OR r- 1 .n LICENSES LAND�\1101 10-STAKE ■.MONUMENT RANONG ANL SHOUW THEREFORE NOT SE DOD �'� ,•3 Z l"1,•IAL L.ocs�r�ON S rp A-UTILITM POLE "Rolm Svc.POPosfs THE EXISTENCE OF RIGHTS OF WAY _ ERA �a ofog tM Lurl tf1 VG IL JM NQ. n-2� AND/OR EASEMENTS OF RECORD IF Area`" 25,855 s.f. ANY, NOT SHOWN ARE NOT UNAUTHORIZED ALTERATION OR ADDITION GUARANTEED. TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Premises known as: COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 1100 Haywaters Road, Culchogue ENPOSSED SFAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO TNF PERSON FOR W14OU THE SURVEY IS PRE PA„1 D. AND ON HIS 9FHALF TO THE TITLE COVI'A", GOVERNMI N'AL ACENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. tiny OA� f 4 N / � •°° � 'oma \'� �qs, // �°�'�° �� `RC1• / m rry i 9mve( LL w u bo Aw �V, ?' AP DB EOT o/ Q\ 9000 p, K, 4�,� of NEw EOfJ 0'q ,tQ' 'PELWMY0 * o r � $oil LAND SJ Certified to: Survey of Lot 9 WESTCOR LAND TITLE INSURANCE COMPANY EMINENT ABSTRACT, INC. (EA3136-S) REVISED SUBDIVISION PROPERTY OF ALONZO JERSEY U:S. BANK, NATIONAL. ASSOCIATION FILED APRIL 28, 1930 AS FILE NO. 763 ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR KATHRYN C. ARBOUR AND ANDREW GENTILE situate in the Town of Southold Michael W. Minto, L.s.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 111 Block 3 Lot 8 87 Woodview Lane Scale 1 "= 40' Surveyed April 14, 2022 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 w a so so e1 Iso w EMAIL: mikemintolspc®gmoil.com ( IN FEET I inch = 40 ft. L : .-, APPROVED As u I a l :• l.,T•'I FAT D DATE• 5 a-3 B.P. IJ 1- 4- 00 I CeB � FEE g� ON Qj BY cb NOTIFY BUILDING DEPARTMENT AT w N #�.....r t t ? 631765.1802 8AM TO 4PM FOR THE c om FOLLOWING INSPECTIONS: -°� X. e i R 1. FOUNDATION-TWO REQUIRED o w r FOR POURED CONCRETE 2: ROUGH-FRAMING&PLUMBING; B. INSULATION L0 4. FINAL-CONSTRUCTION MUST _s �, ' �C3 a BE COMPLETE FOR ALL J � � V- 11 �; ,� � 9 ; � .�� ALL CONSTRUCTION SHALL MEET THE 9 7T • �� •�� , RE(�UIREMENTS OFTHE CODES OF NEW O v �, YORK STATE NOT RESPONSIBLE FOR J(ES 1�t 3"I.d� '"°. DESIGN OR CON5TRUCTON ERRORS L 197 40M 5Lr—p- 24 - tl ..4 '.:�•".i • �7 r .+,.�� tom,+ X12'1 s #�W � OCCUPANCY OR a q USEI,lS�� UNLAWFUL o 0�1 Ll NO WITHOUT CERTIFICATE ,f OF OCCUPANCY' 1111� 'H s_L. C,,.,<<�:._ _ = �J4=`,t1/ YC STATE & TOWN CODES �S REQUIRED AND CONDITIONS OF o : .— SOUTHOLD TOWN ZBA VIA � ' :.> ` { — , — SOUTHOLD TO BOARD 5 F �.! \I' M t .v.M �w.AR lMn'"aP S E� M £' „. ..+A _Y { - { • :, — J w t = _-. _ —= SOUTHOLD TOWN TRUSTM EC E a _ T-0 wjtwvneT'*a 47 I .. .. -- Fire rpr pion yy NYS Code _ I ' t' TRUSS PLACARDING REQUIRED ► !a . PLUMBER CERTIFICATION It ON LEAD CONTENT BEFORE 1AV_„ I—! CERTIFICATE OF OCCUPANCY " ? I I SOLDER USED IN WATER . ' L—i 4 _W... SUPPLYSYSTEM CANNOT EXCEED 2/10 OF 1% LEAD.. .. . . 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" dx I D _i ILL ` ` ' °` MATINw R Fri CL i s \ C� PA n4� P r a ! \ . . rQ _ r4 Cp F LY ... Y4 211 HSS 5X5X112 PEW W I ter 9 ft& 'FETA, L:. (Y- Base Plate X7 eU L t 114 -" I .. ; �— 14 "0 Simpson TITEN !, Jr j[PP- P>Ltqt Anchor Bolts " ' p , 211 4,000 PSI Non Shrink Grout f "Steel Base Plate if °I Pedestal ' �.•`_..- ••i' :t •d �'"••.• .• ,fes r' 4 f�,G Ml M 4 <•d, q•. ^„-ry I as.I •a• a `4 3� � f��' `• �`y .. - � 4. 8d - IL:.[ 1 c.L �( ( F a s a a d a s a 44 f - l",J .. , .. \MG E�y � f'^' 3. See Plans t 311 _"�DO No. 5 Rebar . See Plans Isolafied Footin Detail A . N PLAN CONTENTS: �rn OCCUPANCY CLASSIFICATION R3 RESIDENTIAL � ""4WIND FRAMING NOTES �GENERAL NOTES BUILDING USE DWELLING 1) R[DGETORAFfERASSEMBLY: 1-114'x20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. BUILDING HEIGHT ft When a collar'Us Is used in leu of a ridge strap.the number of 10d cornmon nails required TOTAL SO. FT. OF CONSTRUCTION ��.. X ; CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND Ctrl � in each end of the collar tie creed not exceed the tabulated number of 8d nails n the strap. DESIGN CRITERIA 1).The Information within this set of construction documents Isrelated tobasic design 2).RAFTER-TO-WALLASSEMBLY: 2015 ICC WOOD FRAME CONSTRUCTION MANUAL Intent and flaming details.They are intended as a conshwilon aid,not a&gilt W Lateral taming and shear wall connections for rafter,calling or miss to top plate shall be inIbir ne with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES •� � 01 State Ii building The Gennaaccepted good �lCon pracom is responsible with current Nstandard or trusses shalew York accordance to l 3attached to�l top plate and the S.When a rafter or tiruss;do not llwell In �top plate shall be attached to EXT. BALCONIES 40 construction details and procedures to ensure a professionally finished,stracturafly the to the wall stud with uplift connections.Rods overhanging the rake side of the building DECKS 40 00 tV sound and a weatherproof completed product shall be connected with uplift ons in accordance w/o STORAGE 10 dance with table 3.3c. 0%W 2).The General Contractor isrespponsiblefor ensuiringthat all wMcand construction 3),WALL-TO-WALL ASSEMBLY: ATTICS w/ STORAGE 20 meets current federal,state,county and local codes,ordinaries and regulatlons,etc. Wall shute above and studs below a floor level shall be attached with uplift connections DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 25 O t ry These codes are to be considered as part of the specifications for this building and accordance with table 3.3b,When wall studs above donot fall Inlnewith studs below,the (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 "p a O should be adhered to even if in variance with the plan, studs shall be attached to a common member In the loon assemblywith uplift connectors In accordance with table 3.3. ROOMS (SLEEPING} 30 3).Dirnernbris shall take precedent over scaled drawings. STAIRS 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DI ECTION 200 First nil studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXPOSURE CATAGORY 4).The engineer has not been engaged for construction supervision and acmes no connectors.Steel straps*Wl have a minimum embedment of 7 inches in concrete -� responsiblityforconstrudloncoordinatingwiththeseplans,norresponslblityfor foundation and slabo4rade,15Inches Inmasonry block fourdatbns,orlopped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION construction means,methods,techniques,sequences,or procedures,or for safety the plate and naiad In accordance with table 3.3b.When steal straps are lapped under the ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE I Lo precautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch square washes stir be used with the anchor bolts.Anchor bolt ; specHic use expressed or Implied In the use of these plans, spacing Is to be spaced and sized in accordance to table 3.2s.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE I anchor bofts are to be spaced between 6-12 Inches frorn the end of a sill plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ' 5).Refer to the WlrKtow and Door schedule for exterior openings. cornets- FIRE PROTECTION SEE FLOOR PLANS i 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE t EXTERIOR SHEARWALL CONNECTIONS: (SMOKE & CO2 DETECTORS i orexceeds manufactures spedflostbnsand appttcablecodes. Type I exterior show walls with a minimum of 7116 Inch wood irtrurtural panel on the emerfor TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION attached with 8d common nails at (1"o.c.at the panel edges and 12"o.c.In the field,and ,,, 7).The General Contractor Is to consult with the owner for all built-in Items 112 Inch gypsum wallboard on the intmlor attached with 5d conler nails at 7"o.c•at pard ENERGY CALCULATIONS !R ESCHECK 4.6.3 such as bookcases,shelving,pantry,closets,trims,etc. edges and 1(r o.r In the field shag be in accordance with the length requirements specified In table 3.15a-b. 8).Wind load requirements shalt be taken into account during constnxfion. 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) • Z FOUNDATION NOTES: Type If exterior shearwalls shall meet the requirements of table 3.15"times the appropriate 1).The General Contractor and Mason to review plans,elevations.detalls and noise to length adjustment factors in table 3.16. Number of Number of determines Intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: Joint Desai tion Common Nails Box Nails Nell Spacing 2).All footings to rest on undisturbed(virgin)soft.Assumed bearing 3tx10psf Allowable sfdewall lengths provided n table 3.14 shall be perri ttad to be increased when ROOF NAILING intarlor sh oarwals are used.Sheathing and connections shat be in accordance with .r 3).Provide V2"expansion joint materiel between concrete slabs and abutting 2.4.42 and 2.2.4 respectively. Rafter to Top Plate(Toe-nai14 3.8d 3-8d per rafter concrete or masonry wails occutng In exterior or unheated Interior areas. 8}.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-hailed} 3-8d 3-Sd per joist Header and/or girder connectone shall be attached with uplift connections in accordance Ceiling Joist to Parailel Rafter(Face-nailed) 5-16d 5-16d each Itph be Any newwith #4concrete walls being" o g at I ed to_Lim a concrete ptrr yforcture nhall with table 3.5.Window sill plates shall be have steel connectors In accordance wfth table Ceiling Joist La Over Partitions Face-nailed 5-16d 5-16d each I � be ksatalled with#4 re-bar,18"ting at 12'o.c,.Use approved epoxy for Installation. 3.5. ng PS ( } lap � .i}. p.a 5).Unless otherwise noted,all sorbs on grade to be 2500 i..Concrete to be Collar Tie to Rafter(Toe•nailef) 2-10d 2-10d per tie 9).CATHEDRAL CEILING ASSEMBLY: Bloddrig to Rafter(roe nail 2-8d 2-10d each end •" poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge Is to be used as a structural beam,the ratters shalt either be notched and to be minlnum 3-1/2 inch thict anchored on top of this bea rn or slope connectors stmt be attached to each rafter-b4idgs Rim Board to Ratter(End Nailed 2.16d 3-i6d each end 6 Crawl spaces to be provided with a minimum 18'x24"accese opening.Install one �the�calling part of the building.Connections to the ridge and wall shall be be WAIL FRAMING )• with the above d hw attached 8x16 cast iron foundation Ment for every 150 sq.ft.of area. ave rsqulamerrts. Tap Plate to Top Plate(Face-Walled) 2-16d(1) 2-16d(1) per foot 7).Dampproof exterior of fourrdation with bitaxmnous coating as per section R40B of DECK AND COVERED PORCH NOTES: Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side � N.Y.S.Residential CoinstruwtJon Code.A 8-ml polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. ft below grade portion of extorbrw ells prior to backfilling. All fasteners,hangers and anchors to be gafvirked or stalnfess steel. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges L � 8).Drainage as per section R406 of N.Y.S.Residential Construction Code. 2}.Orders for deck joists to be bolted to each post with washers and nuts. Girders on concrete plans small be anchored with proper steal correctors anchored 7a or Bottom Plate t0 Stud O moi• FRAMING NOTES Into ex>r�te with a mindrxxm 112."dila x 7'long anchor bolt with washers and ruts. I P (End Nailed) 3-16d 2-40d per stud 4m 1).All frernlng tactrniquee and methods as prescxipt:va dr.ip-.of 2015 3).Posts supporting girders shag be anchored to a i2 x12'xl2'thick conasw footing. Edition Wood Frwing Consinxxtion Manual. Use a minimum im die x r long anchor bolt with washers and nuts.Footings Shag be 3 ft below grade.Concrete pliers to be used with of porcthea/dedcs with roofs a pergolas. � 2).Unless otherwise noted,al framing arch stnr�ral wood material to be#2+BTR. Bottom Plate to Floor Joist,Band Joist,End joist or Blocidng(Fig Nailed) 2-16d(1,2) 2-16d(1,2) per foot Douglas Fir. 4).Declk joists to have biking at 811 o.c.. 3).Floors,well,ceilings and ratters to be spaced at 16 inches o,c.unless noted FLOOR FRAMING ng 5).A minimum of 10 inch flashing shall be tnsrthfled between the building and ledger. othermse• Leger to fastened th building with 1t2"dila.butts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nalled) 4-8d 4-10d per joist 4).Unless otherwise noted,all bearing wait headers to be(2)2x10#2+BTR.Dori.Ft W NO " re needed. Bridging t0 Joist(Toe-nailed) 2-8d 2-10d each end •em Bearing wall headers to have(2)jack studs and(2)furl langth studs on each side of d 6).Concrete plers shall be a minimum 6"above grade. Bloddrig to Joist(Toe-nailed) 2-8d 2.10d each end openings.LVL headers to have(3)Jack smuts and(2)full length studs on each side of Blocking to Sill orTop Plate(i'oe-nailed) 3-16d 4-16d each block U openings.Bearing wall window ells shall also have(2)window sill plates for 2x4 wait 4 AI Joist$to be supported with hers and anchors.Each Joist shall also be anchored openings between 4'1 and 8'0 and 2x6 wall openings bowman 511 and 8'9.Provide fire to glrder{s� Ledger Strip to Beam(Fade-naikQ 3-16d 4-16d each joist and blocking vire applicable. Joist on Ledger to Beam(roe-nailed) 3-8d 3-10d per joist 8).Covered Roofs shell be assembled and anchored the same manner as a typical building. Band Joist to Joist(End-nailed) 3-16d 4-16d r' ist 5),All flush beams/headers to be Installed with heavy duty gahAnlzed mangers and ( �} � � anchors where applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(foe-naiied) 2-16d(1) 3-16d (1) per foot 6).Double up ffooriourts ruder walls that run parallel to Ube floor joist and under baftbs, 1).Al watersupply,drainage and venting to be installed as per N.Y.S.Residential ROOF SHEATHING Floors to have ceramic tie installed shall be verified for proper bad capacity unless noted Construction Code. on�,& Structural Panels(See Notes 4,5 and B) 2).Verify sop8c system with the Englneerfor Suffolk County Health Department approval interior'Zone 8d 10d ti'edge 112'field un Provide wring walls. Ing In floor joists at 8b*.Q.Elsa sold blocking in tbor joists Perimeter Ed Zone 88d 10d 6'd 10d 6'edgge 160 old under all bearing walls. 3}.ff well studs,Plates a joists are tort out curling Installation for any plumbline related work, Edge 16'Wd provide adequate bracing and plates to protect and secure the structure.Verify with the Gable End Rake with up to 1'Rake Overhang 8).Provide insulation baffles.at rave vents Between ratters.Install draft blocdng as state code and rnanufacturs's recommendation for maximum hole she and spacing permitted. nom' HVAC SYSTEM NOTES CEILING SHEATHING g).Unless otherwise rated,of roofs and walls to have a minimum 1/2'thick,4-ply Fir 1} Mechanical subcontractor is responsible far adhearahg to all applicable odes and safety Gypsum Wallboard 5d coders 5d coolers 7'edge 110"field CDX exterior sheathing grade plywood.Plywood to cover over plebes and headers, requirerrnennts. WALL SHEATHING 10).Unless otherwise rated use 314"trick T&G PTS Fir or Advantach plywood subfloor 2).HVAC subcontractor Is to fully coordinate all system date ar►d requirements with the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112"field adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subfbor as per manufacture's instructions. 11).All bathroom watts b have 112"thick moisture-resistarrt sheetrodc.Garage wails and 3k QAC subcanhactor b provide Anal system layout drawling and submit it to the General 5d coolers 5d coolers 7"edgef 10'field callings and overfUmace to have 518"thick type-x sheetrodk.AI other parts of building and owner for float review and approval.Cortuclor Um Wallboard to have regular 112"sheetrock,All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING 12).All rod with a pih:h less than 4:12 steal be Installed with an Ice&Water tertian or 1).AS electrical to be Installed as per N.Y.S.Residential Construction Code. Strhxtiral Panels approved equal.Flat roofs shat be applied with a Fiberglas erase sheet with an EPDM 1'or less 8d 10d 6'edge f 12'field torch down type material over. 2).AN electrical work shall:be approved by a qualified Underwriter. 13).All sill plates and wood in contact with concrete to be pry treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide datioctonr throughout as per section 8317 (1)Nailing requirements are based on wall sheathing nailed 6"on-tenter at the panel edge. Alternate nailing schedules shall be Installed with a foam sill gasket and cop-r4ax termite shield or approved equal. of N.Y.S.Resldenftal Construalon code. be used where wall sheathing nailing is redumd. For example,if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or altemate connectors shall be used to maintain bad path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 Inch o.c,nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49, OF NEIy, Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak.the 4 foot `� oft, J• CO 0 Load Speed Depth Design Undeflayment perimeter zone attachment requirements shall be used. °oy Temp. R aired (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G4.49.For r. ,�. ,a 25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes framing members with<0.42<G<0.49,the nail spacing shall be reduces to 6 Inches o.c. r �4 to Hes 6 For s Moderate ( } peace greater than 130 mph,blocking Is required which transfers shear Toad to two additional rafters(3 rafters M tatal)I �r Y 4 (7)For exterior panel siding,galvanized box nails shall be permitted to be substibitof for common nails. ., SIONP��` N V C6 -Y v ON DETAILS WIND RESIST"•ANT CONSTRUCTION CONNECTORS � •� � o CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTI � cn CONN CTION LOCAlON: PART NUM -NOTES: RIDGE-TO-RAFTERSLSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. �$ c . - RAFTER-TO-PLATE RTI 5 APPLY TO EACH RAFTER .(USE. NOTCHED RA RWITH SPTH4 CONNE TOR RAFTER pLATE-TQ=WgL STUD SPTH4 APPLY TO E&K MI RIDGE 2ND. FLOOR WALL-40-IST. F-QQR W. KLFTA OR MSTA36 APPLY TO EA W D In HEADER-TO-JACK.- STUD LSTA12 APPLY TO EACH JACK T'UD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO gACH CRIPPLE SHEAR WALL HOLDDOVON ANCHOR ADI APPLY TO EACH 1ST. FLOOR—UNDER—S:LL PLATE MSTA36 OR RS16—RWR E UNDER DOUBLE SIU. PLATE L USE VMTHUAM RM 3"' ARF W M •RS T►sA U��IL'TIJ 'lALILiJIT10N M 411ltJCT10 i TO� u m •� xffcmlmjQv M" t®1 PROVIDE 1/Y SPAt�P�f3 '�" •� RAFTER BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOVoA�K3 CORNER STUD AMID IMT OII�AO t�T .w. V . RAFTER IN TALLATION TO SAAR OL MAN TO T+ou 1 s m Mw FASTEN WITH 2 18d TOP PLATE ©0 ":O�l NA�.S, d"O.C. aLKAMPO ATM mmacniMmm, =� �� . Att TOP PLATE .::_p WWI ' wrap. " R.� ® � WALL STUD SIDEWALL ENDWALL WALL STUD L N A# An lumw low .vel 2ND.FLOOR WALL STUD p 2M.FLOOR PLATE CRIPPLE S'YUD u WOOD RVABOARD ---•-- 1R CLOCKM WOODJOIST W. FLOOR TOP PLATLS . GIRDERIHF.ADER .I 8 WOODGWER WOOD JOIST 1ST FLOOR WALLSTUD BAN NO 1ST. FLOOR WALL STUD 1 ST.FOOR PLATE t SUOFL.00R SKL AMTS WALL STUD WALL STUD RrASHaD - ® TIER!' TE i�OT1'01�1 PLATE PLATE SUSFLOOR - DOUBLE 81L PLATE - 0131..SLL PlJ1T-68 .• ' €�1TMTUL'I DOUBLE JDIST _ {TO OVERLAP' ). ' FOUNDATION WALL � ' FOLUMTION WA4L..' i • �SSIONp�'� 1