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HomeMy WebLinkAbout45578-Z 1 oOfFait l'pG� Town of Southold 9/2/2022 ` P.O.Box 1179 0 o ` 1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43397 Date: 9/2/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 600 E Legion Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 143.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45578 dated 12/16/2020 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: covered entry addition and alterations to existing,single family dwelling as applied for. The certificate is issued to Hart,Michael&Lauren of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45578 11/15/2021 PLUMBERS CERTIFICATION DATED 5/2/2022 Hardy lumbing A o 'zed i nature FaLlre TOWN OF SOUTHOLD BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY dol � 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#: 45578 Date: 12/16/2020 Permission is hereby granted to: Hart, Michael 4705 Center Blvd Apt 507 Long Island City, NY 11109 To: make alterations to an existing single family dwelling as applied for. At premises located at: 600 E Legion Ave., Mattituck SCTM #473889 Sec/Block/Lot# 143.-4-11 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/17/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $376.00 CO-ALTERATION TO DWELLING $50.00 Total: $426.00 Building Inspector pF SO(/r��l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(cD-town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Hart Address: 600 E Legion Ave city:Mattituck st: NY zip: 11952 Building Permit* 45578 Section: 143 Block: 4 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Retrofit Electric License No: 60131 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures $ CO2 Detectors Sub Panel A/C Blower Range Recpt G8S Ceiling Fan Combo Smoke/CO 6 Transformer 40W UC Lights 5' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 2$ 4'LED Exit Fixtures Pump Other Equipment: Gas Oven, Fridge, DW, Micro, W/D Notes: Most Of House Renovation Inspector Signature: �j .� Date: November 15, 2021 S. Devlin-Cert Electrical Compliance Form so OW, Town Hall Annex Telephone(631)765-1802 54375 Maim koad Fax(631)765-9502 P.O.Box 1'179 G Southold,NY 11971-0959 BUILDING DEPARTMENT a` � s (I V TOWN OF SOUTHOLD rp LL MAY 1 0 2022A BUILDiNG DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: BuildingPPrmitNo. cJ Owner: � � {Please print) Plumber: �� � (�wV4.V\ (Please print I certify that the solder used in the water supply system contains less an 2/10 of 1% lead. I (Plumbers Signature) Sworn to before me this 2" day of C- , 20 22 ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK xqao��- No.01 MA6364702 Qualified in Suffolk County My Commission Expires 09-18-2025 Notary Public, I� County �o� olo * #*r.jcfc son TOWN OF SOUTHOLD BUILDING DEPT. couur+, 765-1802 A 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] , SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Pl [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION /I [ ] PRE C/O c�/G!0 REMARKS: 02�_Z� awn CPiJ l CSN LO u t 40 Pll — vvl, slvi-trI iF &V" yww\ ' q�A, 0v,/ DATE 2rzl INSPECTOR OE SOUIyo L 55-7 W) - # * TOWN OF SOUTHOLD BUILDING DEPT. co 765.1802 -y. INSPECTION [ ] FOUNDATION 1ST [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) *ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: ftoFooz an ke _ DATE I1 2I INSPECTOR � 'AAen_ 600 East Legion Ave—Hart Residence Fr D � DRAUDESIGN FEB2022 ARCHITECTURE & INTERIORS i. —. BUIL-Dire TOWN OF SOUI HOLD Southold Town Building Department Aft-John Jarski 54375 N&-25 Southold NY,11971 Regarding: Hart Residence 600 East Legion Ave Mattituck NY, 11952 Dear Mr. Jarski The approved permit drawings for the Harts residence at 600 E Legion Ave, dated 11-20-2020, callout for LVL's to be sistered into the floor system below the existing foyer. During demolition and renovation,it became clear that sistered LVL's were not necessary in this area. The contractor was instructed not to install these LVL's as the existing floor system in this area was sufficient. Sincerely, Brendan M. Maloney, AIA DRAFTdesign Architecture& Interiors t. 631.965.1855 draftdesign@optimum.net ,�`cRED ARC M. top �9�OF NEW�� 600 East Legion Ave—Hart Residence DRAFTDESIGN [RDDD ARCHITECTURE & INTERIORS SEP 2 2022 WILDING DEPT. TOWN OF SOUTDOLD Southold Town Building Department Att:John Jarski 54375 N&-25 Southold NY,11971 Regarding: Hart Residence 600 East Legion Ave Mattituck NY, 11952 Dear Mr. Jarski The approved permit drawings for the Harts residence at 600 E Legion Ave, dated 11-20-2020, callout for LVL's to be sistered into the floor system below the existing foyer. During demolition and renovation, it became clear that sistered LVL's were not necessary in this area. The contractor was instructed not to install these LVL's as the existing floor system in this area was sufficient. Sincerely, Brendan M. Maloney, AIA DRAFTdesigh Architecture& Interiors t. 631.965.1855 draftdesign@optimum.net ED A gC0 M �02� �A m � 0421110OQ'E" FOF NEWS 1 ik + S• k art��y Lt s� r 'N • � R ��� + 'may� ry, �• .. Y - .. f•1, ��®�St�ki±f t,1...� ,•�4. I r I r ---__ _-_ - -__ _. �=� .. .�:. _ � s�� . � . . ___. �- -a - - _� _,+ � � i` ci }s� 4�3�t��.2 s ..7•� z y±�. j '� 4 � � � � , � �j,'�.,: .. t rw k� ��� � l ' ��;� �- -� r - ��6 6 �. _ ■'d_ r .t. ,`fit ��`� � V A 3 ��{ 1 ,, _ �; i-' s, �, ., � , �� �';�. ,. %• ., � A 1 � ,, i � r .:r,: y � % ��� v � .. �_ �� F /,. �. .. �.:- ` t -- - rl //// I /A1� C^`� ,, � '� __ ,1 � .: , � '1 ,. �, _� � I � ��� ``` v �. s r 1 gem 2 m 10WS A I STATE �I l� t • 1 NEW B B 4 !3 9. /' e rs d ie _ lw i / • MO a • a° O��gUFFO(KcoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone (631)765-1802 Fax(631)765-9502 haps://www.southoldtowmy.gov 1# 9+ Date Received APPLICATION FOR BUILDING PERMIT For Office Use ON PERMIT NO. �� � Building In pect Applications and-forms rr'ust?be illed.out in their entirety:Incomplete; aO,wpncations will not be accepted. Where thA61icant is .noit'M owner,an pei's Authoriz tion form.(Page2)shall 6ecompleted � ��}s��->�-'�• .,F,.�,��,� Date: OWNERS)OF.PROPERTY Name: I !.e<1'�Ql.e�_��( Ure�n ( � m..__. scTM#1000143-cam- Physical Address: y Phone#: g Email: L Y 7cC�..as __... . 3__.... _.... A _l.©�.4___�.- .rna�.l�ccN,r, ._. Mailing Address: �O� ` �Q � (U 'I 1(, a CONTACT.PERSON.., r . / Name: - my-En a � Address:_,(Mailing Add _.._, e. __ ___VU Phone#: C�(�g —���..--(�._. �- Email: LHOr-\- 0 SA � t� ClJ►�r) __..._... .__m. ...... ............__.........__..__ ._ _._.�._. _..__..,__..._. ......... . ._ . ,...._._.._ �.__.._.,..._..._.....__..._ ... DESIGN PR ESI A IN OF S ON L FORMATION m .Nae:.W.._, .. e:ndara.."l __ Mailing Address: ._..__....._....�..___.___-_o'�v Phone#: VJ...3_�_-�l'DJ� — t18 J� 5 Email: U m...._ne�_.._- CONTRACTOR INFORMATION:'t Name: Mailing Address: Phone#: Email: DESCRIPTION OF PR6POk6.CONSTRUCTION ❑New Structure ❑Addition RfAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RrAo _ Will excess fill be removed from premises? ❑Yes 0N PC 1 PROPERTY.INFORMATION ; Existing use of property: Y2 Intended use of property: Yui der,-�al - - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes-fiNo IF YES, PROVIDE A COPY. V�^V Check Box After Reading: The owner/contractor/designeprdfessional is responsible for all drainage and storm water issues as provided by ;m Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the.Building Department for the issuance of a Building Permit pursuant to the Building Zone',,;, Or-inance'of the Town of Southold,Suffolk,County,NewYorkand"other applicable Laws,Ordinances or Regulations,for the construction of buildings, A_ addrtmo'k_alterations or for removal or demolition as herein'described The applicant agrees�t'o comply wkh all applicable laws,ordinances,bwlding code', housing cod"' regulations and to admit authorized inspectors on premises and m bullding(s)for necessary inspections,False statements made-herein are pshable"as a Class Amisd unie"meanor pursuant to Section 210A5&she New York State penif6a :- Application Submitted By(pri name): °c�d lad ❑Authorized Agent )10wner Signature FofApplicant- Dated STATE OF NEW YORK) COUNTY OF [ L� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the kl" &e (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 ' 1 day ofZA ,20 d(J N ary Public CHERYL ANN HENDRIKS Notary Public-State of New York PROPERTY OWNER AUTHORIZATION No.01HE6122800 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires Feb 22,2021 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 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD . Town Hall Annex-54375 Main Road -PO Box 1-1"79- Southold, New York 11971-0959 Telephone(631) 765-1802 -FAX(631) 765-9502 rogerr _southoldtownny.Qov - seand0-southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 422 lZo- Company Name, Name: n License No:: *�1 email - VVW , CA Phone No: �� 6C) ��, MI request an email copy of Certifica a of Compliance Address.: 0 2(fS JOB SITE INFORMATION (All Information Required) Name: k Address; -,45;�—) 4n -N e, Cross Street: Phone No.: ,. . - Bldg.-Perm it#: 5 _ - - email: Tax Map District: 1000- Section: f Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ilp D o 0� I91- OnV' G K��-cll�eti, �,cAAW+ h6(h; 01"n fl-ix V-60AAI Ke-r,)L ,t-cnY\ c4 A-!ajg be,&,wyy S c ars cl *Wr. Check All That Apply: Is job ready for inspection?: UJYES [:]NO MRough In Final Do you need a Temp Certificate?: DYES JZ]NO Issued On Temp Information: (All information required) Service Size 01 Ph° 03 Ph Size: A #Meters Old Meter# ❑New Service El Service Reconnect E] Underground ❑Overhead #Underground Laterals 0102 2 QH Frame QPole Work done on Service? 01' ❑N Additional Information: PAYMENT DUE WITH APPLICATION 0 ) 41 Electrical Inspection Form 202OAsx- BUILDING DEPARTMENT-Electrical Inspector y � TOWN OF SOUTHOLD Town Hall Annex -54375-Main Road - PO Box 1-179- Southold, -1-79Southold, New York 11971-0959 Telephone (631) 765-1802 -FAX(631) 765-9502 rogerr southoldtownny.gov.- seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION .ELECTRICIAN INFORMAIN (AAll Information Required) Date: Z Zoe Company Name: �(pI— - Z. LOU Name, I�S.6n License No:: email: �,� , Phone bio:� re uest an.email co of Certifica a of Compliance q PY� P Address.: 1�t0 S JOB SITE INFORMATION (Mt Information Required) Name: Address; -1 - nj.e, Cross Street: Phone No. Bk--g.-'—P nit`#: - Tax Map District: 1:000° Section: Block:. Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) h"n O ISSN G `t4�eti, lc�nl�Pn Y661'�: 0,"A 1�� 9-00 kA 1 AemL'_k-- Y\ c -4 Alp 113e ins t',A— '4h cl *wr_ Check A{t That'Apply:' Is job ready for inspection?: UJYES ❑NO JDRough In EQFinal Do you need a Temp Certificate?: QYES JZ]NO Issued On Temp lnformatiom (All'informations required) Service Size"`01 Ph-' E]3 Ph. Size:. A #,Meters Old Meter#.. New Service 0 Service-Reconnect Underground 0 Overhead #'Underground Laterals ®I []H_Frame[] ole Work done on Service? QY �N Additional Information: PAYMENT DUE WITH APPLICATION 0 6 Electrical Inspection Form2020.x1sx- PERMIT# Address: Switches f" Outlets GFI's N Surface - I .1..31 ... ... ,.. . _ .. ...._ - __ .. - Sconces %TJ H H's' _. uCLts 'j Fans FYid'g"e. __........- HW _ .. .. Exhaust Oven // 'W/D i (iL Smokes DW ( Mini. C rbori �.._. `Mi-O'o....._�.... : . ............. -... ...:G:enerator. :• Combo:;' _.... _ 'COoktop _'.Trans€er. J lu ..t.n...:.,..,�...."...,y..w.y'�n:i..-,.:,0,«.�x,:.. ...n•.n:_...�..:,._...�.....a........�=... _ .. .,r. ,- .. .r.,.: r. .. .. , :. � .....,v,. �— ..... r...i.. .. ... r .. ._.. �..r..•:. .. ......... Ac . AH 'Hood Service ,r. .'m _ . - A ps �-Piave -'Usecl— p Comments: Lv'..A V ` T .titt' BUILDING DEPARTMENT-ElectricaFilretpec%rL - 9 202,E �--•-' ' TOVVN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO �. � 1t�� t, , Southold, New York 11971-09�,Qom - �x - "„Y.J a.:.•i , ,e- . ..: i'.S a;.i:�.rrs Telephone (631) 765-1802 - FAX(631) 765-9502 roaerrt7a southoldtownny.Qov - seandQ_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z,U� Company Name: ` 1c Name: 7 License No.: email , Phone No: 2 [El request an email copy of Certificate of-compliance Address.: , JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: ��"} email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) <56 ILVI CSL Check All That Apply: Is job ready for inspection?: [21YES E]NO E]Rough In ❑Final Do you need a Temp Certificate?: IWYES ❑NO Issued On Temp Information: (All information required) Service Size E]1 Ph 03 Ph Size: IQb A #Meters Old Meter# 0 New ServiceService Reconnect [] Underground ®Overhead #Underground Laterals 0i 02 QH Frame aoie Work done on Service? [DY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx I SURVEY OF PROPERTY SITUATE MATTITUCK EAST TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK L�G S.C. TAX No. 1000-143-04-11 W ��3 SCALE 1"=20' d �� AUGUST 28, 2020 ° ° d I NOVEMBER 20, 2020 ADD PROPOSED ADDITIONS a 7735 a 0 AREA = 11,281 sq. ft. �0„ ° D '° ' d 0.259 ac. FOON A OONc. MON 6 0 � . ° ° u ..D O EDGE OF.PAVEMENT CERTIFIED TO: z S t 07 E' Michael Hart 0 ." -'L4MP V/ �OOND Lauren Hart 0') o POS Q v 1 ONC MON, Water Mill Abstract Corp. °° First American Title Insurance Company LoanDepot.com U!a N N N 77'3g,0pn CO C. 0 O O C) 180.00 W -4 07- -m 0 M Ln yz Y WINDOW CHIMNEY 07 e ,0 - m r1. c °. .d' 'd 24.3' O ccs a) Q J n 0 10.3_ GONG 7.5 V EXISTrn . . POO BE REPL�P GED ° e to WITH N4 V'4009 py r F 012L GA7E� NCE 7.5 0.1'E. GATEUi HOUSE 7- 3.5 3.50 0 J io } a. mcri o 00 ) a DL `.GONG. PATIO•:' _N ) ED O C O J ) w ° e n .,• no m-C iY1 v�D1$ o rn R°;)a ) ° 16.9' 3.5 a e Z ZA 'Z7� n �1 (,A )� t °• e Z m )) c7 a e n ) z )) C 7- 0 z ) m UNAUTHORIZED ALTERATION OR ADDITION } TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 3.2! ) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 5.3EMBOSSED SEAL SHALL NOT BE CONSIDERED CO FRAME 0 S TO BE A VALID TRUE COPY. N SHED N ^' (J CERTIFICATIONS INDICATED HEREON SHALL RUN N 8.3 3.2' ISLY TO THE PREPARED, AND ON HIS BEHALFON FOR WHOM TTO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND / TO THE ASSIGNEES OF THE LENDING INSTI- O 0.NC TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. `e/W THE EXISTENCE OF RIGHT OF WAYS CONCDFIDU6`So4, ,, ORD, IF MON. CyaEASEMENTS �Nk INS CE ANY, NO H WNAREFNOTCGUARANTEED. C t�•�� .O� O �4/N b PREPARED IN ACCORDANCE WITH THE MINIMUM STAND"•l.� J200 k ANO �', BY THERDS L,I FSL mE'�SUAP.P 0 D(WD ADOPTED AS D FOR SUC U .,ME� � K-V TITLE SQ`F,IA'h_ �� SATE LAND yf 66 o a lQ �gh,LQ 39'FNOF o? 7N ogV T O 1P $o.S ,, s w, e OCIC4 En cc Cr N.Y.S. Lic. No. 50467 F DoF LQT 0 cq�jA /`Fo /" 711 f y/1,/s 9 AQ Nathan Taft Corwin III off NoVFMeF woF�T P q F pR Land Surveyor 0 F qS OF Ve4T Successor To: Stanley J. Isoksen, Jr. LS. F/(F S .-FoR1(FY,� Joseph A. Ingegno L.S. Ha• T86 coil Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jannesport, New York 11947 Jannesport, New York 11947 2oiRD t ri p rj-*,0 w i E D L < T "r\m"h E IDENC �E I I A rUILDIII() --i ;�R'(rArINT AT 8 AN, TO FOR THE !',IG r, r 7 r, 0 AT"C' N - TV,O I.,ED U F) ED CC)"'C"ET' %E: C • Lj FRAVNG PLUMBING Z .TION 600 E LEGION AVE .. MATTITUCK ., NY flOINIC-TRUICTiON MUST -J I I I Cz LETE F09 C.O. I- R,E 7,1 STC" ,1 1,','AT Elrl, RU CF F Lu EET THE SW LL fl' ITS OF THE CODES OF NEW FURSUAIJ TO ClHiAPTER 236 11. C`� NOT RESPONSIBLE FOR OF THE TM'v'14 CODE, ;D.1 CONSTRUCTION ERRORS. V LL -F U ry a-1 n < LIST OF DRAWINGS : ARCHITECTURAL DRAWINGS 20 DEWEY LANE SHEET # TITLE SCALE: HAMPTON BAYS, NY 11946 A1.0 TITLE SHEET N.T.S. A1.1 NOTES AND DIAGRAMS N.T.S. COPYRIGHT NOTICE: A1.2 STRAPPING DETAILS N.T.S. THE FOLLOWING DRAWINGS ARE AN A1.3 NAILING SCHEDULE N.T.S. INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE A1.4 INSULATION DETAILS N.T.S. ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION iff A2.0 PROPOSED SITE PLAN 201-011 AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER EX3.0 EXISTING FOUNDATION PLAN 114" = 1'-0" LOCATION. EX3.1 EXISTING I ST FLOOR PLAN 1/4" = 1'-0" ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN EX3.2 EXISTING 2ND FLOOR PLAN 1/4" = 1'-0" CONSENT OF DRAFT IS IN VIOLATION OF --------- EX4.0 EXISTING ELEVATIONS 1/4" = 1'-0" LAW AND STRICTLY PROHIBITED. IF AN EX4.1 EXISTING ELEVATIONS 114" = Y-O" ITEM BEARING THE SEAL OF THE EE ARCHITECT IS ALTERED,THE ARCHITECT 00,'' SHALL AFFIX TO HIS ITEM THE SEAL AND FOUNDATION PLAN 1/4" = 1'-0" THE NOTATION"ALTERED BY"FOLLOWED TF BY HIS SIGNATURE AND THE DATE OF A3.1 PROPOSED 1ST FLOOR PLAN 1/4" = I'-T SUCH ALTERATION, AND A SPECIFIC FIF DESCRIPTION OF THE ALTERATION. A3.2 PROPOSED 2ND FLOOR PLAN 1/4" = V-0" LIL LJL A3.3 PROPOSED ROOF PLAN 1/4" = Y-O" A4.0 PROPOSED EXTERIOR ELEVATIONS 1/4" = 1 -101" 1,4 LJL- JE A4.1 PROPOSED EXTERIOR ELEVATIONS 1/4" = 1'-0" ............. Al 0.0 PROPOSED WINDOW AND DOOR SCHEDULE 11411 = 1 1-01, A10.1 PROPOSED WINDOW AND DOOR SCHEDULE 1/4" = Y-0" ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF E3.1 PROPOSED 1ST FLOOR ELECTRIC PLAN 1/4" = 1'-0" SOUTHOLD,THE CODE OF NEW E3.2 PROPOSED 2ND FLOOR ELECTRIC PLAN 114" = Y-0" YORK STATE, 2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. L---------------------j j -------------------------- -------------------------------------------------------------L ------------------1-1 L-----------------------------L------------------------------------------------------------------IL------------------- HART RESIDENCE ")LY W17H A'L.L CODES OF L= I -%-yvl-�IX STATE & TOWN CODES 6 0 0 E LEGION A V E MATTITUCK , NY 1 1952 SCTM# �=�fNZBA 1000-143-04-11 �ill 0 A R D 6G iPLELTT1,W!*%-TSI TEES DATE: OCTOBER 01 2020 All exterior lighting ISSUED: Installed? replaced or repaired shall conform 2020-09-26 DESIGN PRESENTATION to Chapter 172 2020-10-03 BID SET of the Town Code 2020-11-20 PERMIT SET P u 111t!1 E3 I ALL PLUMBINGW h\l M�Mql /1-1 1"ATER L DRAFT Y F Nom. 7-10N TITLE SHEET ARCHITECTURE + INTERIORS C-AD _-Qjv7 /* (., ENTBEF "`t"'-1C-1 7E OF ORE 'DE 20 DEWEY LANE HAMPTON BAYS, NY 11946 k rN. OCIUIANCy -8 USED 11V V/ sy -EA4 TER E: DRAFTDESIGN @OPTIMUM. NET CEyS7OT T: 631 -965- 1855 - 2110 OF L E-A D. GENERAL NOTES: 1. LL N � � A CONSTRUCTION IS TO CONFORM TO N.Y.STATE AND LOCAL BUILDING CODES. ENERGY NOTES: n, 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT 0 REQUIREMENTS. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ry, 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS N.Y.S. ENERGY CONSERVATION CONSTRUCTION, LATEST EDITION AT THE TIME OF REQUIREMENTS. PERMIT APPROVAL. j � V.T.R. II0 EXISTING 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR 2. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF AND Z-- .T.R. v.T.R. TO CONSTRUCTION. NOTIFY ARCHITECT IN THE EVENT OF ANY CONFLICTS OR PROFESSIONAL JUDGEMENT THAT THE PLANS AND SPECIFICATIONS CONTAINED IN ROOF 4 DISCREPANCIES. THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY CONSERVATION cz 1 5. DO NOT SCALE THESE OR ANY DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE W �� -'� CONSTRUCTION CODE. PRECEDENCE OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE 3. EXTERIOR DOORS DOORS TO GARAGE U=.40 MAX. ' 202 BATHROOM 2 ; PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTION OF THE 4. WINDOWS,GLAZED DOORS AND ALL OTHER GLAZING U=.58 MAX. � . 5ALL FIREPLACES ARE TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION ~EXISTING � DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. � ' _ 1 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE AIR. 150 - 200 C.F.M. FLUE TO HAVE TIGHT SEALED DAMPER. MAXIMUM AIR V W 1 2"0 _ ARCHITECT SHALL NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. LEAKAGE NOT TO EXCEED 20 C.F.M. - 2-0-4 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 6. ALL THERMOSTATS SHALL BE ADJUSTABLE 450-75°F;FOR COMBINATION HEATING& ' r-Z 0 2"0 ',2'0 ; PROTECTING ALL WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, COOLING THERMOSTATS,THE RANGE SHALL BE 450-85°F. _ ' 1 ' ' DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND 7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVEry U uv oRY i GOOD PRACTICE. A MINIMUM COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES Q W�c 8. PROVIDE SMOKE DETECTORS AS PER N.Y.S.CODE. LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. Q 1 1 9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 8. INSULATE ALL WATER PIPES AND DUCTS AS PER CODE. 2ND FLOOR i TUB 2 0 ' MANUFACTURERS REQUIREMENTS. 9. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140°F MAX. 10. CONCRETE IS TO BE 3000 P.S.I.MIN.ON 2 TON/S.F.SOIL BEARING CAPACITY. VERIFY 10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT X0 , z 0 10.0. 1xx SOIL BEARING CAPACITY IN FIELD. WATER FLOW TO A MAXIMUM OF 3 G.P.M.@ 60 P.S.I.WATER PRESSURE. TO 1 BUTLDING WALL 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE MOST UNDER BATH TUBS. C.O.I 1 � CURRENT ENERGY CODE;MINIMUM EER (EFFICIENCY)SHALL BE AS SPECIFIED IN THE 12. 'TECO" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING MOST CURRENT ENERGY CODE. , 1 ____ i CONDITIONS. 12, THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES _ z �, i _____ _ -- �------ �`o ____ 13. ALL FRAMING LUMBER TO BE DOUG-FIR#2 FB = 1150 P.S.I. TABULATED IN THE MOST CURRENT ENERGY CODE. 2 0 D E W E Y L A N E z'0 _ ------� _ ----r---- _ "-; - ; r- ; E=1 AM.P.S.I. 13. ALL BUILDING MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE ADEQUATELY r - ' ALL HEADERS&GIRDERS TO BE DOUG-FIR#2 U.N.O. FB=1250 P.S.I. PROTECTED BY A BARRIER LOCATED ON THE "WINTER" WARM SIDE OF THE HAMPTON BAYS, NY 11946 2'0-; 2'0.1 �2°0 2"0; 2°0-� 2"fd-.+ ; 1 1 ; 1 ' ; ' ; (EXCEPT WHERE NOTED OTHERWISE) E=1.7M.P.S.I. INSULATION. uv oRY , ' uv oar NK 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF 14. ALL EXTERIOR DECK FRAMING LUMBER SHALL BE PRESSURE TREATED. INSULATION AT PLATE LINES,BAND JOISTS,AND CORNERS. QIC WASHER WAC i n FRESH AIR 15. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF PLANS, rz z"0 T0 2'0 VENT WITH ONE PERMIT. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ADDITIONAL FIRSTr----- FLOOR3.0 3"O z°0 ' FINISH GRADE STRUCTURES BUILT USING THESE PLANS. © COPYRIGHT NOTICE: c.o.I I C.O. c.o.l I C.O. .1 16. PRE-FABRICATED FIREPLACES&FLUES TO BE U.L.APPROVED. 3'0 , C.O.C.O. THE FOLLOWING DRAWINGS ARE AN C.O.I 3'0✓ 3°0 1 17. BRIDGING TO BE SOLID BLOCKING NOT TO EXCEED 8'-0"O.C. INSTRUMENT OF SERVICE AND SHALL 4'0 18. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 107 TO EXISITNG POWDER ROOM XXX LAUNDRY CLOSET (7 OSI BATHROOM 1 103 KITCHEN HOUSE 19. ALL FLITCH PLATES, MICRO-LAMS AND GIRDERS TO BEAR ON SOLID WOOD REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND TRAP SANITARY SYSTEM POSTS AND HAVE SOLID BLOCKING TO FOUNDATION WALL. DESIGNS CONTAINED HEREIN ARE EXISTING EXISTING EXISTING EXISTING 20. ALL JOISTS AND RAFTERS TO BE BRIDGED @ 820"O.C. INTENDED FOR THE SPECIFIED LOCATION 21. INTERIOR BEARING WALLS TO BE BLOCKED @ 4'-0"O.C. AND CLIENT. UNDER NO 22. STEEL ASTM A-36 PAINTED,BOLTS AS NOTED(A307),WELDS-E70XX,REINFORCEMENT CIRCUMSTANCES SHOULD THEY BE USED ASTM GR.60. BY ANOTHER PARTY OR IN ANY OTHER 23, THE RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR LOCATION. ADMINISTRATION OF THIS CONSTRUCTION PROJECT. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF CELLAR FLOOR LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC Cj)==EXISTING PLUMBER RISER DIAGRAM DESCRIPTION OF THE ALTERATION. SCALE: N.T.S. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS DRAWING SYMBOL SCHEDULE MATERIALS SYMBOL SCHEDULE SO THOL DE HE CTHE ODEO F N OF W SOUTHOLD,THE CODE OF NEW YORK STATE, 2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING V.T.R. V.T.R.IXISTING CONSTRUCTION AND SAFETY. II� I�.- ROOF 4 I+ BUILDING SECTION Em CONCRETE BLOCK 1 1 202 BATHROOM2 REFERENCE DRAWING NUMBER 1 EXISTING a CAST-IN PLACE CONCRETE 1 -- a ------- ' - "" 211' 2°0'1 WALL SECTION or ELEVATION 2°O �2'0 r20 - REFERENCE DRAWING NUMBER WOOD STUD FRAME CONSTRUCTION-(Small Scale) HART RESIDENCE ' 1 1 LAV ORY ' 1 ; 1 ' w/c DETAIL WOOD STUD FRAME CONSTRUCTION-(Large Scale) boo E LEGION A v E 1 TUB � 2ND FLOOR ; z 0 ; 1, z^0 0 3' 100 EXTERIOR REFERENCE DRAWING NUMBER MATTITUCK , NY 1 1952 C.O.I ' BUILDING WALL INSULATION SC 1000-143-04-11 , 1 2'0�- - �'----- --?-�� rF=211�0ROOM NAME- NUMBER WOOD- FINISH �_____-r -�- Y-----_� BATHROOM 4 ' z'0DATE:OCTOBER 01 2020 2'0.-qz'0� 2.0; �z°0 2'0' z'0-q 2-0--1 LAV4tORY ; ' LAV CRY 1 � 1 � WAC WASHER Q W FRESH AIR PLYWOOD-(Large Scale) ISSUED: r2' ' 2"0 2'0 VENT2020-09-26 DESIGN PRESENTATION FIRSTr----- FLOOR C.O.I s'0 2^m 3"0 z°0 FINISH GRADE IN1.01 INTERIOR DOOR TYPE 2020-10-03 BID SET C.O. c.o.l I C.O. C.O.I 3"0 3"0 3'0 1 C.O.C.O. 1 YP UM BOARD 2020-11-20 P SKS\ 4'0 �107J BATHROOM 317= �1 OSJ BATHROOM 1 103 KITCHEN HOUSE TO EXISITNGMq�o �T�\ EXISTING EXISTING UNDRYCLOSET EXISTING EXISTING TRAP SANITARY SYSTEM LEVEL LINE m� ` CONTROL POINT OR DATUM I � I � I I 1 =] TILE SHOWER ADDED *WASHING MACHINE RELOCATED p + THIN SET TILE BED 4211� o OF NE CELLAR FLOOR NOTES AND C� PROPOSED PLUMBER RISER DIAGRAM PLUMBING RISER SCALE: N.T.S. 1i WOOD BEAM GIRDER ` e m o BLOCKING . ° m STEEL PLATE 5 U-) o JOIST / 0 STEEL COLUMN METAL STRAP HANGER — 5 6 w lol METAL STRAPS 6 W z 5 5 cl� I— METAL STRAPU STEEL COLUMN W C4PICAL JOIST HANGER NYOT ATE lial TO SCALE I r/ V 1 r a� I Q Q u a CONCRETE PIER U d WALL SHEATHING NAILING SCHEDULE RAFTER Zone 5 Zone 6 FIELD 12"O.C. 12"O.C. 20 DEWEY LANE SILL PLATES METAL STRAPS PORCH BEAM / COLUMN ANCHOR HAMPTON BAYS, NY 11946 Q EDGE 6"O.C. b"O.C. STUD WALL U NOT TO SCALE ALL%"EXTERIOR PLYWOOD WALL SHEATHING TO .m BE SECURED WITH 8D COMMON NAILS-2 Y2'x 0.131" METAL A PATTERN AS INDICATED ABOVE @ COPYRIGHT NOTICE: 00000or THE FOLLOWING DRAWINGS ARE AN Y110. ANCHOR BOLT ,�S INSTRUMENT OF SERVICE AND SHALL RAFTER / PLATE / STUD CONNECTION 42"FROM CORNERS v,OS�R� REMAIN THE PROPERTY OF THE SIMPLIFIED WALL SHEATHING NAILING SCHEDULE ARCHITECT.THE CONCEPTS AND NOT TO SCALE@q1 2 DESIGNS CONTAINED HEREIN ARE 9 NOT TO SCALE INTENDED FOR THE SPECIFIED LOCATION ° AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED c o X UP TO 4'-0"USE 2Y2'-#b WD SCREWS @ 16"O.C. BY ANOTHER PARTY OR IN ANY OTHER < UP TO 6'-0"USE 2Y"-#6 WD SCREWS @ 12"O.C. LOCATION. 4 UP TO 8'-0"USE 2Y2'-#6 WD SCREWS @ 9"O.C. ANY CHANGES MADE TO THE PLANS bo NOT BY DRAFT, OR WITHOUT WRITTEN 3 CONSENT OF DRAFT IS IN VIOLATION OF HEADER & POST TIE DOWNS ° LAW AND STRICTLY PROHIBITED. IF AN 0 1 ITEM BEARING THE SEAL OF THE 5 SHALL IAFF X TO HIS ITEM T E SEAL AND WALL STUD NOT TO SCALE THE NOTATION"ALTERED BY" FOLLOWED ° 3 BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 00000� Tr' 11° ° 3 1 3 3 1 3 FLOOR JOIST METAL STRAPS 0 RAFTER GLJE AND SCREW 5/4 X 6 MULLION/ASTRAGAL ALL CONSTRUCTION TO CONFORM PRVOR TO INSTALLATION. USE 1 1/4"WOOD WITH ALL APPLICABLE PROVISIONS SCREWS FROM PLYWOOD SIDE @+/-9"O.C. 3 OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW BLOCKING 1 YORK STATE,2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING WALL STUD CONSTRUCTION AND SAFETY. RIDGE BEAM 3 METAL STRAPS MULTIPLE UNIT *NOTE:ALL UNITS RELABELED& SINGLE WINDOW ON SITE READY FORR INSTALLATION 1 /2" PLYWOOD PANEL DETAILS HIP ROOF PLAN: 10 TO 30 DEGREES O O6 RAFTER STRAPS NOT TO SCALE NOT TO SCALE HART STUD STRAPS @ SECOND FLOOR BOX I EXTERIOR WALL MATERIAL RESIDENCE 1: 3 2 2 3 3 2 3 3 2 3 02222NOT TO SCALE •I• 600 E LEGION AVE FASTENERS AS NOTED M A T T I T U C K , NY 1 1 9 5 2 IN SCHEDULE .I. TM# zzxI IEEO1000-143-04-11 j 2 1 1 2 2 1 2 2 1 2 i DATE: OCTOBER 01 2020 ISSUED: • I 3 2 2 3 3 2 ® 3 3 2 3 2020-09-26 DESIGN PRESENTATION 0 i I. 2020-10-03 BID SET ® I2020-11-20 PERMIT SET i o GABLE ROOF PLAN: 0 TO 10 DEGREES GABLE ROOF PLAN: 10 TO 45 DEGREES ANCHOR BOLTS m I PLYWOOD AS NOTED RED CARRIAGE BOLTS M M AR� 2 x 12 CCA GIRDERS � 'I' 0�5 CPN Qf° �F I � m r � WINDOW GLASS I I. I, i. ROOF SHEATHING NAILING SCHEDULE � . WOOD POST ANCHOR BOLTS Zone ] Zone 2 Zone 3 Zone 4 �-°42172 -10 ° FRONT VIEWv� 1/2"PLYWOOD WITH INtV ®° o® POST ANCHOR FIELD 3"O.C. 12"O.C. 3"O.C. 4"O.C. 1"#b SCREWS EVERY b" IN FIELD AND EVERY 4' WINDOW SILL EDGE 4"O.C. 6"O.C. 3"O.C. 4"O.C. STRAPPING , AT INTERIOR EDGES DIAGRAMS 2'-0" 4'-0" ALL%"EXTERIOR PLYWOOD ROOF SHEATHING TO CONCRETE PIER (J BE SECURED WITH 8D COMMON NAILS-2 Yz"x 0.131" • :�: �•,� MASONRY WALL d 4'-0' 2'-0" a PATTERN AS INDICATED ABOVE • FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, TOP VIEW 2 X 4 WITH REFER TO TABLE 602.3(1) -FASTENING SCHEDULE OF THE 3"#8 SCREWS EVER'(9" 2015 INTERNATIONAL RESIDENTIAL CODE ON NEXT PAGE. &!N DECK RAILING / POST ANCHOR 070T FIRST FLOOR & SILL ANCHORS 1 /2" PLYWOOD PANELS PLYWOOD STORM PANEL SHUTTER DETAIL SIMPLIFIED ROOF SHEATHING NAILING SCHEDULE OT TO SCALE TO SCALE NOT TO SCALE O SCALE : 1-1 2" = 1'-0" O / NST TC? SOAL€ TABLE R602.3(I) TABLE R602.3(I) CONTINUED FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b'c SPACING AND LOCATION ROOF FLOOR 4-8d BOX (2y"x 0.113");or 3-8d COMMON (2R"x 0131");or 216d CO3 3-16d BOX (3Z"x 0.135");or " Z J . 24 2"SLB-FLOOR TO JOIST OR GIRDER - MMON x 0.162) BLIND AND FACE NAIL 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE TOE NAIL ( � 3-1 Od BOX (3"x 0.128");or � � O 3-3"x 0.131"NAILS 3-1 bd BOX (3Z"x 0.135");or - 25 2"PLANKS (PLANK&BEAM--FLOOR&ROOF) AT EACH NEARINGFACE NAIL � 4-8d BOX (2y"x 0.113") or 2-1 bd COMMON (3 ,"x 0.162") ^ W 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON (2.V2 ) PER JOIST,TOE NAIL"x 0.131" ;or 3-16d COMMON (3y"x 0.162");or v ) ~ I I I Z 3-1 Od BOX (3"x 0.128");or 4-1 Od BOX (3"x 0.128");or w 26 BANS OR RIM JOIST TO JOIST END NAIL 3-3"x 0.131"NAILS 4-3"x 0.131"NAILS CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,LAPS 4-1 Od BOX (3"x 0.128");or 4-3"x 14 GA.STAPLES,4"CROWN W 3 OVER PARTITION [SEE SECTIONS R802.3.1,R802.3.2 AND 3-16d COMMON (3Z"x 0.162"); FACE NAIL 20d COMMON (4"x 0.192";or NAIL EACH LAYER AS FOLLOWS:32"O.C. TABLE R [802.5.1 (9)] or AT TOP AND BOTTOM STAGGERED ' I l Od BOX (3"x 0.128");or 24"O.C.FACE NAIL AT TOP&BOTTOM W ''-�`� 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) [ TABLE R802.5.1 (9) FACE NAIL LLJ SEE SECTIONS R802.3.1,R802.3.2 AND TABLE R [802.5.1 (9) ] 27 BUILT-UP BIRDERS AND BEAMS,2"LIMBER LAYERS 3"x 0.131"NAILS STAGGERED ON OPPOSITE SIDES AND: 4-1 Od BOX(3"x 0.128");or 2-20d COMMON (4"x 0.192");orU 5 COLLAR TIE RAFTER,FACE NAIL OR 1 y"x 20 GA.RIDGE 3-1 Od COMMON (3"x 0.148");or FACE NAIL EACH RAFTER FACE NAIL AT ENDS&AT EACH SPLICE � STRAP TO RAFTER 4-3"x 0.131"NAILS 3-3-3""x BOX (3"x 0.128");or Q Q x 0.131"NAILS 3-16d BOX NAILS (3y"x 0.135");or 2 TOE NAILS ON ONE SIDE AND 4-16d BOX (3Z"x 0.135");or 6 RAFTER OR ROOF TRUSS TO PLATE 3-10d COMMON NAILS (3"x 0.148");or 1 TOE NAIL ON OPPOSITE SIDE OF3-16d COMMON (3�R"x 0.162"); 4-1 Od BOX (3"x 0.128");or EACH RAFTER OR TRUSS 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS or AT EACH JOIST OR RAFTER,FACE NAIL 4-3"x 0.131"NAILS 4-1 Od BOX (3"x 0.128");or 4-16d BOX(3y"x 0.135");or 29 BRIDGING TO JOIST - 01 ( W128") EACH END,TOE NAIL 3-1 Od COMMON (3"x 0.148");or TOE NAIL 4-1 Od BOX (3"x 0.128");or SPACING OF FASTENERS ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS 4-3"x 0.131"NAILS NUMBER AND TYPE 2 O D E W E Y LANE INTERMED 7 OR ROOF RAFTER TO MINIMUM 2"RIDGE BEAM 3-16d BOX (3A"x 0.135");or ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c EDGES IAeE HAMPTON BAYS, NY 11946 (INCHES)h SUPPORTS 2-16d COMMON (3"x 0.162");or END NAIL (INCHES) 3-1 Od BOX(3"x 0.128");or 3-3"x 0.131"NAILS WOOD STRUCTURAL PANELS,SUB-FLOOR, ROOF AND INTERIOR SHEATHING TO FRAMING &PARTICLE BOARD WALL SHEATHING TO FRAMING WALL [SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] © COPYRIGHT NOTICE: 16d COMMON (3X"x 0.162") 24"O.C.FACE NAIL 30 #V2 6d COMMON (2"x 0.113") NAIL(SUB-FLOOR,WALL) THE FOLLOWING DRAWINGS ARE AN 8 STUD TO STUD (NOT AT BRACED WALL PANELS) l Od BOX (3"x 0.128");or 8d COMMON (2Z"x 0.131") NAIL(ROOF) b 12 f INSTRUMENT OF SERVICE AND SHALL 3"x 0.131"NAILS 16"O.C.FACE NAIL REMAIN THE PROPERTY OF THE 31 1%2"- 1" 8d COMMON NAIL(2 Z"x 0.131") 6 12 f ARCHITECT.THE CONCEPTS AND ` 16d BOX (3A"x 0.135");orDESIGNS CONTAINED HEREIN ARE STUD TO STUD AND ABUTTING STUDS AT INTERSECTING 12"O.C.FACE NAIL lOd COMMON (3"x 0.148") NAIL;or 9 3"x 0.131"NAILS 32 1 y"- 1 y4" 8d (2y"x 0.131")DEFORMED NAIL 6 12 INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO WALL CORNERS (AT BRACED WALL PANELS) - 16d COMMON (3 Jr"x 0.162") 16' O.C.FACE NAIL CIRCUMSTANCES SHOULD THEY BE USED 16d COMMON (3A"x 0.162") 16"O.C.EACH EDGE FACE NAIL OTHER WALL SHEATHING 9 BY ANOTHER PARTY OR IN ANY OTHER 10 BUILT-UP HEADER (2"TO 2" HEADER WITH y"SPACER) 16d BOX (3Z"x 0.135") 12"O.C.EACH EDGE FACE NAIL LOCATION. 1 y"GALVANIZED ROOFING NAIL, J 6'HEAD DIAMETE ANY CHANGES MADE TO THE PLANS 5-8d BOX (2y"x 0.113"►;or 33 Y2'STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING OR 1"CROWN STAPLE 16 GA., 1 y"LONG 3 6 NOT BY DRAFT, OR WITHOUT WRITTEN 11 CONTINUOUS HEADER TO STUD 4-8d COMMON (2Z"x 0.131");or TOE NAIL CONSENT OF DRAFT IS IN VIOLATION OF 5� 1 )P4"GALVANIZED ROOFING NAIL, 4"HEAD DIAMETE LAW AND STRICTLY PROHIBITED. IF AN 4-1 Od BOX (3"x 0.128") 34 2)32"STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING OR 1"CROWN STAPLE 16 GA., 1 y"LONG 3 6 ITEM BEARING THE SEAL OF THE 16d COMMON (3e-"x 0.162") 16"O.C.FACE NAIL ARCHITECT IS ALTERED,THE ARCHITECT 1 y"GALVANIZED ROOFING NAIL;STAPLE SHALL AFFIX TO HIS ITEM THE SEAL AND 3"x 12 TOP PLATE TO TOP PLATE BOX(3"x 0.128");or 12"O.C.FACE NAIL 35 y"GYPSUM SHEATHINGd GALVANIZED, 1 Z"LONG; 1 y"SCREWS,TYPE W or S 7 7 THE NOTATION "ALTERED BY"FOLLOWED 3"x 0.131"NAILS 1 )Ik4"GALVANIZED ROOFING NAIL;STAPLE BY HIS SIGNATURE AND THE DATE OF 8-16d COMMON (3Z"x 0.162"); 36 GYPSUM SHEATHINGd7 7 SUCH ALTERATION, AND A SPECIFIC DOUBLE TOP PLATE SPLICE FOR SDCs A-D2 WITH or GALVANIZED, 1 Z"LONG; 1 Z"SCREWS,TYPE W or S DESCRIPTION OF THE ALTERATION. SEISMIC BRACE WALL LINE SPACING<25' 12-16d BOX(3y"x 0.135");or FACE NAIL ON EACH SIDE OF END 12-1 Od BOX(3"x 0.128");or JOINT (MINIMUM 24"LAP SPLICE WOOD STRUCTURAL PANELS, COMBINATION SUB-FLOOR UNDERLAYMENT TO FRAMING 13 12-3"x 0.131"NAILS LENGTH EACH SIDE OF END JOINT) bd DEFORMED(2"x 0.120") NAIL;or DOUBLE TOP PLATE SPLICE FOR SDCs Do,Dj,OR D2 37 Y4"AND LESS 8d COMMON (2Z"x 0.131") NAIL 6 12 AND BRACED WALL LINE SPACING>25' 12-1 bd (3 "x 0.135") 38 y 1 8d COMMON (2y"x 0.131") NAIL;or 6 12 ALL CONSTRUCTION TO CONFORM 16d COMMON (3 Z"x 0.162") 16"O.C.FACE NAIL 8d DEFORMED (2Z"x 0.120") NAIL WITH ALL APPLICABLE PROVISIONS BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR l0d COMMON (3"x 0.148") NAIL;or OF THE CODE OF THE TOWN OF 14 BLOCKING (NOT AT BRACED WALL) 1 bd BOXY x 0.135");or 12"O.C.FACE NAIL 37 1 Y8,"- 1 Y 8d DEFORMED (2Z"x 0.120") NAIL 6 12 SOUTHOLD,THE CODE OF NEW 3"x 0.131"NAILS YORK STATE,2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING 3-16d BOX (3Z"x 0.135");or 3 EACH 16"O.C.FACE NAIL FOR SI: 1 INCH =25.4 mm, 1 FOOT=304.8 mm, 1 MILE PER HOUR=0.447 m/s: 1 KSI=6.895 MPa CONSTRUCTION AND SAFETY. 15 BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST OR 2-16d COMMON (3 Z"x 0.162"); 2 EACH 16"O.C.FACE NAIL BLOCKING (AT BRACED WALL) 4 EACH 16"OCFACE NAIL A. NAILS ARE SMOOTH COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FOR FRAMING AND SHEATHING CONNECTIONS SHALL . . or HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN:80 ksi FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON),90 ksi FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 ksi FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. 4-8d BOX (2 "x 0.113");or 3-16d BOX(3Z"x 0.135");or B. STAPLES ARE 16 GAUGE WIRE AND HAVE MINIMUM 4 INCH DIAMETER CROWN WIDTH. 4-8d COMMON (2y"x 0.131");or TOE NAIL C. NAILS SHIALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. 4-1 Od BOX (3"x 0.128");OR 16 TOP OR BOTTOM PLATE TO STUD 4-3"x 0.131"NAILS D. 4-FOOT EY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. HART 3-16d BOX(3A"x 0.135");or E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2) 2-16d COMMON (3"x 0.162");or END NAIL RESIDENCE 3-1 Od BOX (3"x 0.128");or F. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 mph,NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS 3-3"x 0.131"NAILS SHALL BE SPACED 6"ON CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES,EAVES,AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 3-1 Od BOX(3 Jt"x o.128");or 6 0 0 E LEGION A V E 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON (3A"x 0.162"); FACE NAIL G. GYPSUMI SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. MATT I T U C K , NY 1 1 9 5 2 or H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS SCTM# ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF 1000-143-04-11 - A 2 'x .113");or OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON (2Z"x 0.131");or FACE NAIL PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 2-1 Od BOX (3"x 0.128");or I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND 2 STAPLES 1 V4" TOE NAILS FROM THE CEILING JOISTS TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. DATE: OCTOBER 01 2020 3-8d BOX(2Z"x 0.113");or 19 1"x 6"SHEATHING TO EACH BEARING 2-8d COMMON (2Z"x 0.131");or FACE NAIL TABLE R602.3(3) 2-1 Od BOX (3"x0.128");or REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c ISSUED: 2 STAPLES, I"CROWN 16 GA., 1 4'LONG 2020-09-26 DESIGN PRESENTATION 3-8d BOX (2JIP2"x 0.113");orULTIMATE DESIGN 2020-10-03 BID SET MINIMUM WOOD MINIMUM MAXIMUM WALL PANEL NAIL SPACING MINIMUM NAIL WIND SPEED Vult (MPH) 3-8d COMMON (2 JI"x 0.131");or STRUCTURAL NOMINAL PANEL STUD SPACING 3-1 Od BOX(3"x 0.128");orPANEL SPAN THICKNESS (INCHES) WIND EXPOSURE CATEGORY 2020-11-20 PERMIT SET SIZE PENETRATION RATING (INCHES) EDGES FIELD 3 STAPLES, 1"CROWN, 16 GA., 1 �"LONG (INCHES) (INCHES O.C.) (INCHES O.C. B C D 20 1"x 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1"x 8" FACE NAIL 6d COMMON 4-8d BOX 2 x 0.113" ;or 1.5 24/0 Y 16 6 12 140 115 110 ���� PN M Mq l y" ) (2.0"x 0.113") 3-1 Od BOX (3"x 0.128");OR 8d COMMON 1.75 24/16 7 �� 16 6 12 170 140 135 3-8d COMMON (2y"x0.131");or (2.5"x 0.131 ) �b 24 6 12 140 115 4 STAPLES, 1"CROWN, 16 GA., 1 V"LONG FLOOR FOR SI: 1 INCH=25.4 mm, 1 MILE PER HOUR=0.447 m/s: "��� �4211O 4-8d BOX(2A"x 0.1 IT);or A. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS. THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16"ON CENTER SHALL BE APPLIED WITH \\ OF N EN' TOE NAIL 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON (2Z"x 0.131");or PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. NAILING SCHEDULE 3-1 Od BOX (3"x 0.128");or B. TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL BRACING REQUIREMENTS SHALL BE 3-3"x 0.131"NAILS IN ACCORDANCE WITH WITH SECTION R602.10. 8d BOX (2y"x 0.131") 4"O.C.TOE NAIL C. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATING. PLYWOOD SIDING RATED 16 O.C.OR 24 O.C.SHALL BE PERMITTED AS ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-16 AND PLYWOOD SIDING 16 O.C.SHALL BE USED WITH STUDS SPACED 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON (2y"x 0.113");or NOT MORE THAN 16"ON CENTER (ROOF APPLICATIONS ALSO) 1 Od BOX IT x 0.128");or 6"O.C.TOE NAIL 3"x 0.131"NAILS 3-8d BOX (2Z"x 0.113");or 23 1"x 6"SUB-FLOOR OR LESS TO EACH JOIST 2-8d COMMON (2Z"x 0.131");or FACE NAIL 3-1 Od BOX (3"x 0.128");or A 103 2 STAPLES, 1"CROWN, 16 GA., 1 )P4"LONG zU-) 00 Cf �/ z W 8402.4.5 RECESSED LIGHTING. RECESSED LUMINARIES INSTALLED IN THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN TABLE 8402.4.1.1 CONDITIONED AND UNCONDITIONED SPACE. ALL RECESSED LUMINARIES SHALL BE IC RATED AND LABELED AS AIR BARRIER AND INSULATION INSTALLATION W Z HAVING AN AIR LEAKAGE RATE NO MORE THAN 2.0 C.F.M. (0.944 US)WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT 1.57 P.S.F.(75 PA)PRESSRE DIFFERENTIAL ALL RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. COMPONENT AIR BARRIER CRITEREA INSULATION INSTALLATION CRITEREA WATER BASED ULI81 p A-M&B-M `" " A CONTINUOUS AIR BARRIER SHALL BE INSTALLED rY f LEED COMPLIANT _11)AWFACMED RECESSED LIGHT EN>;l{}StJRE IN THE BUILDING ENVELOPE. DUCT MASTIC&UL181 ;` r""' Arne IN IXATION GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR PERMEABLE INSULATION SHALL NOT BE USED A5 FOIL TAPE DK ON ALL Q SEALING MATERIAL. I CONTINUOUS AIR BARRIER. ' I U DUCT CONNECTIONS i BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. Lj THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ` _17 ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR U ! s" ti THE INSULATION IN ANY DROPPED CEILING/SOFFIT r CEILING/ATTIC BARRIER SHALL BE SEALED. -It 4SHALL BE ALIGNED WITH THE AIR BARRIERa � � / ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WAIL Q DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. Q CAVITIES WITHIN CORNERS AND HEADERS OF FRAME t1 -- � •. t._ - ' ' THE UNCTION OF THE FOUNDATION AND SILL PLATE SHALL '..� J WALLS SHALL BE INSULATED COMPLETELY FILLING BE SEALED. TYPICAL WALL PENETRATIONS TYPICAL CEILING SUPPLIES �''� ?' THE CAVITYWITHAMATERIALHAVINGATHERMAL THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE RESISTENCE OF R-3 PER INCH. - — WALLS EXTERIOR WALLS SHALL BE SEALED,NOT TO SCALE NOT TO SCALE EXTERIOR THERMAL ENVELOPE INSULATION FOR KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CC1TiNUG41S 13EAO OF SEALANT CONTACT AND CONTINUOUS ALIGNMENT WITH ���A (R ;�yD E� THE AIR BARRIER. WINDOWS, SKYLIGHTS& DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS&FRAMING, I WATER BASED UL181 AND SKYLIGHTS&FRAMING SHALLE BE SEALED. 20 D E W E Y L A N E \ A-M&B-M RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER, RIM JOISTS SHALL BE INSULATED. HAMPTON BAYS, NY 11946 LEED COMPLIANT DUCT MASTIC&UL181 � ° RECESSED LIGHT TO CEILING SEAL FOIL TAPE DK ON ALL FLOOR FRAMING CAVITY INSULATION SHALL BE DUCT CONNECTIONS NOT TO SCALE INSTALLED TO MAINTAIN PERMANENT CONTACT FLOORS(INCLUDING ABOVE WITH THE UNDERSIDE OF THE SUB-FLOOR DECKING, THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED OR FLOOR FRAMING CAVITY INSULATION SHALL BE GARAGE AND CANTILEVERED EDGE OF INSULATION. PERMITTED TO BE IN CONTACT WITH THE TOP SIDE n, FLOORS) INSTALLED ON THE UNDERSIDE OFOF SHEATHING,OR CONTINUOUS FLOORFICOPYRIGHT NOTICE: FRAMING © TAPE ACCESS PANEL AND EXTEND FROM THE BOTTOM TO THE TOP OF THE FOLLOWING DRAWINGS ARE AN SHUT WITH ULI81 " ALL PERIMETER FLOOR FRAMING MEMBERS. INSTRUMENT OF SERVICE AND SHALL FOIL TAPE - _ °° EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL WHERE PROVIDED INSTEAD OF FLOOR INSULATION, REMAIN THE PROPERTY OF THE CRAWL SPACE WALLS BE COVERED WITH CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO ARCHITECT.THE CONCEPTS AND .. , R3.3 PIPE INSULATION--1 s OVERLAPPING JOINTS TAPED. THE CRAWL SPACE WALLS. DESIGNS CONTAINED HEREIN ARE °.. ON ALL PIPES �r- INTENDED FOR THE SPECIFIED LOCATION CARRYING FLUIDS DUCT SHAFTS,UTILITY PENETRATIONS,&FLUE SHAFTS AND CLIENT. UNDER NO c 105°F>SS"F SHAFTS&PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BF SEALED. CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER +- 4 to - 1 BAITS.IN NARROW CAVITIES SHALL BE CUT TO FIT,OR LOCATION. NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION ANY CHANGES MADE TO THE PLANS " l THAT ON INSTALLATION READILY CONFORMS TO THE F AVAILABLE CAVITY SPACE. NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF AIR SEALING SHALL BE PROVODED BETWEEN THE.4l, 4.1_ GARAGE SEPERATION GARAGE AND CONDITIONED SPACES. LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ARCHITECT IS ALTERED,THE ARCHITECT - RECESSED LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO DRYWALL THERMAL ENVELOPE SHALL BE AIR TIGHT&IC RATED. , SHALL AFFIX TO HIS ITEM THE SEAL AND THE " LLOW BATT.INSULATION SHALL BE CUT NEATLY TO FIT BY HIS OS GNAOTURE AND DTHE D BY" OE OF ED AROUND WIRING AND PLUMBING IN EXTERIOR TYPICAL AHU SEALING TYPICAL PIPING INSULATION PLUMBING AND WIRING WALLS,OR INSULATION THAT ON INSTALLATION SUCH ALTERATION,AND A SPECIFIC READILY CONFORMS TO AVAILABLE SPACE SHALL DESCRIPTION OF THE ALTERATION. NOT TO SCALE NOT TO SCALE EXTEND BEHIND PIPING AND WIRING. THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS AND BATHROOM FAN TO CEILING SEAL SHOWER/TUB ON EXTERIOR WALL TO SHOWERS&TUBS SHALL SEPARATE THEM FROM THE TUBS SHALL BE INSULATED SHOWERS&TUBS. NOT TO SCALE ELECTRICAL/PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL WATER BASED UL181 I ON EXTERIOR WALL OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL A-M&B-M LEED COMPLIANT BE INSTALLED. ALL CONSTRUCTION TO CONFORM DUCT MASTIC&ULI81 t , r-InNo for soot' a HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE THE BUILDING THERMAL WITH ALL APPLICABLE PROVISIONS i FOIL TAPE DK ON ALL tt�dP�nwall�, .h�rre� ENVELOPE SHALL BE SEALED TO THE SUB-FLOOR OR DRYWALL. OF THE CODE OF THE TOWN OF Bulli-�* dl at. DUCT CONNECTIONS � !� + , e SOUTHOLD,THE CODE OF NEW , �Ht r IWHEN REQUIRED TO BE SEALED CONCEALED FIRE SPRINKLERS YORK STATE,2020 ICC AND ALL Ilk :. bift Into bm SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY CONCEALED SPRINKLERS THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS OTHER LAWS GOVERNING BUILDING SHALL NOT BE USED TO FILL VOIDS BETWEEN FRE SPRINKLERS CONSTRUCTION AND SAFETY. a.,� COVER PLATES AND WALLS OR CEILINGS. ., .... µ �.} .` .. THIS RESIDENTIAL BUILDING IS REGULATED BY CHAPTER 4 OF THE 2015 tECC. --•--- :— SpKla►air-war-ng;max ALL DUCT WORK WILL BE INSULATED WITH MINIMUM R-8 INSULATION. ALL HOT WATER CIRCULATING PIPING WILL BE INSULATED WITH MINIMUM R-3.3 PIPE INSULATION. TYPICAL FLOOR SUPPLY TYPICAL FLEX DUCT CONNECTION Seal rlrouN NOT TO SCALE NOT TO SCALE � f"ll°pen' HART of wifIf " and doo`s _.�.�� RESIDENCE — Seal a"Owl �...�� too plates !:, - ► - on extt*ti01 I `' Seal drywall to 6 0 0 E LEGION A V E .�' wally first Stud M thewa'1 '=t MATTITUCK , NY 1 1952 SCTM# 1000-143-04-11 `� .:� rf"�..� r�,„•.� I I �a�t�s ad r311 wire rl�ttrit�arts A i � I w. I i DATE: OCTOBER 01 2020 ' I ISSUED: I , t face to dr *6 joln581 s ! I 2020-09-26 DESIGN PRESENTATION Bra^,:h hr.- mko.0"sr 3�jjoir; ownp or wlhh�aullll tc -10-03 BID SET2020 2020-11-20YER Sn3r pi35t)'C 619nri ical b�wSeaI l ! 9 \� PN M Mq y�l { bottom plate 1 e on exterior v T-- aeP':ti+C1 q. �� a ii y.r a"a-Na 1 {. Seat along ilii ► of t?OttCrri of firrst � 4- stud in;ttter;or w,'t't or, � � rvb r backer' . rid, C+ellk# \ O ,� Pralriit;ans.seal stud balk first stud to } F E. pass drywall behind 11 O r f 1 O `I C �3 n t-'Ing foam at top p�at�w�+�re stud -- �sad;acem to an , INSULATION DUCT SEALING DETAILS / DIAGRAMS - IECC R403.3.2 COMPLIANT ELECTRICAL BOX SEAL DIAGRAM WINDOW SEAL DIAGRAM TYPICAL AIR SEALING AT WALL FRAMING DIAGRAM DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE z (,n , 00 W v I � z2 W z 0, r Lu W n, 0 U H w U _ � Q Q o � � W p S7 0 NlolF INC. u° z p ' o ADAMS PLACE, Rz c Q Z _ �. u- ARBORVITAE O N M - - - ��Zs'' 20 DEWEY LANE Lu U ►� K FENCE _ M -82 — // o HAMPTON BAYS, NY 11946 CHAIN LIN oMi / W o 9 ® ® E � o _ _ _ _ _ - - z W a ® 6 45 GAT , _ _ _ _ _ _ _ _ _ 8.2: .^ ° 2 YL FENCE E Q'W• - ` C� © COPYRIGHT NOTICE: ..: �O O VIN FEN ;* Vit` I / �_ THE FOLLOWING DRAWINGS ARE AN f'1 A N CURB 0 A` / ^ O SERVICE AND SHALL Cp C. w / //y�� INSTRUMENT F N "V REMAIN THE PROPERTY OF THE / ARCHITECT.THE CONCEPTS AND • a ^ v• �?,:r .�Y• I "' _ J DESIGNS ° , �,:. � �.,.� / e CONTAINED HEREIN ARE I. °• IV ESN Y k �,.;.,.,,fr I o a DR A x•.`sr,�,. ti .r i.a"� / O INTENDED F ALT %' y i:Ac( r OR THE SPECIFIED LOCATION O ASPH I :. I / (O v a J +y`W ' y / CJS C� UNDERAND CLIENT. 40 CIRCUMSTANCES SHOULD THEY BE USED 36. BY ANOTHER PARTY OR IN ANY OTHER I / LOCATION. ANY CHANGES MADE TO THE PLANS WOODNOT BY DRAFT, OR WITHOUT WRITTEN STEP II CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ° - ITEM BEARING THE SEAL OF THE PROPOSED 24"x24" O' I ARCHITECT IS ALTERED,THE ARCHITECT ° BLUESTONE PAVERS Q.. I SHALL AFFIX TO HIS ITEM THE SEAL AND ° SET IN GRASS o I THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF •,�•,r ® ••.. O I k/1• SUCH ALTERATION, AND A SPECIFIC "s• I U : I �02 DESCRIPTION OF THE ALTERATION. oftftftft WN a O L i— r� I SWIMMING POOL SETBACK_ DRAIN I _ _ _ O Lu L� ❑❑ ', 'i'` I I GRATE LJ= ALL CONSTRUCTION TO CONFORM ❑❑ ❑ Q CHAIN LINK FENCE 40 h WITH ALL APPLICABLE PROVISIONS °. ❑❑❑❑❑❑ I 9 ^ OF THE CODE OF THE TOWN OF a C30Q� SOUTHOLD,THE CODE OF NEW a 192 . 21O YORK STATE, 2020 ICC AND ALL ° 2 PROPOSED PORCH FENCE O L q ^O ^ OTHER LAWS GOVERNING BUILDING O ° ° CONSTRUCTION AND SAFETY. REMOVE EXISTING STOOP a• d D O \� ° ° 00 C� BLOCK CURB v ° a � U BELGIAN v.. a C �e p,VELDRIVEWAY G 0 ® ER ° GR Y EISENB 06045 GAR HART ° RESIDENCE 600 E LEGION AVE MATTITUCK , NY 1 1952 SCTM# 1000-143-04-11 SETBACKS AND SQ. FT. R-40 RESIDENCE DATE: SEPTEMBER 18 2020 LOT SIZE: 11,281 SQ.FT. ISSUED: LOT COVERAGE:20%OF LOT AREA 11,281 SQ.FT.x 20%=2,256 SQ.FT. 2020-09-26 DESIGN PRESENTATION 2020-10-03 BID SET PROPOSED LOT COVERAGE=1,640 SQ.FT. 2020-11-20 ' LTdFrT LOT COVERAGE BREAKDOWN HOUSE- 1,572 SQ.FT. SHED- 68 SQ.FT. U, ` TOTAL 1,640 SQ.FT. yT o�217o Q- :. F N F-N� AVAIL, 616 SQ.FT. SETBACKS PROPOSED SITE PLAN PROPOSED SITE PLANPRINCIPLE N FRONT YARD:50'-0" SCALE: I" = 10' - 0" REAR YARD:155' AD;15' 0"MIN 35'-0"COMBINED ----------------------i I I I I I I r--------- '------------ 1 I 0 n, I I 0 I I w I W z 1 cr� I � ; w I I (� v I � , w I ' I r/ V I I Q Q I I I I � I � I I I I , I I I I 1 � I � I I I I 1 � I � , 1 20 DEWEY LANE I HAMPTON BAYS, NY 11946 I � I I 1 I I � I � I 1 @ COPYRIGHT NOTICE: I THE FOLLOWING DRAWINGS ARE AN ' I INSTRUMENT OF SERVICE AND SHALL I ' REMAIN THE PROPERTY OF THE I ARCHITECT.THE CONCEPTS AND I DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION I i AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER I I � LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN ' CONSENT OF DRAFT IS IN VIOLATION OF 1 � I I i LAW AND STRICTLY PROHIBITED. IF AN ' I ITEM BEARING THE SEAL OF THE ' ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND ' I THE NOTATION "ALTERED BY"FOLLOWED I BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC I DESCRIPTION OF THE ALTERATION. WALL SCHEDULE �i I I I II LL- 'o(U EXISTING STUD WALL TO REMAIN `" EXISTING WALL TO BE DEMOLISHED „Iva EXISTING COLUMN(NEED VERIFICATION ON SIZE) EXISTING AREA TO BE DEMOLISHED ALL CONSTRUCTION TO CONFORM I x� ' "' WITH ALL APPLICABLE PROVISIONS I I OF THE CODE OF THE TOWN OF r' SOUTHOLD,THE CODE OF NEW ------ EXISTING DOOR TO BE REMOVED YORK STATE,2020 ICC AND ALL ---_ f . q�2Y / I ------ ------ ------------- - OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. I 10 ICi I ; C� ;o X' EXISTING 6"W x 4'D DROPPED WOOD GIRDER `L EXISTING 6"W x 4"D DROPPED WOOD GIRDER EXISTING 6'W x 4"D DROPPED WOOD GIRDER I EXISTING 6"W x 4"D DROPPED WOOD GIRDER _ HART ------------ --- -------------------------- HART . --- -- --- ----- ----- - .•, . .. DEMO NOTES: RESIDENCE ' -- --------lei— ---- --- —�---------------- I I I I lel NO EXTERIOR WALLS OR CEILING ARE TO BE OPENED 6 0 0 E LEGION AVE MATTITUCK , NY 1 1952 I III ' I SCTM# I ISI 1, ili 1000-143-04-11 ILII I I ILII I.I I I I I EXISTING 2x6 F.J. i•III ----- -@ 16"�C --- I ---- EXISTING 2x6F.J1.--____;I @ 16"O.C. I I DATE: III lel e!I I ISSUED: SEPTEMBER 18 2020 I II lel III i 2020-09-26 DESIGN PRESENTATION lei !I 2020-10-03 BIDS ll�li 2020j R—p - -�0 �J GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" 13 DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND EXISTING 6'W 4"D,DROPPED WOOD GIRDER VERIFY IN THE FIELD AS REQUIRED °42 1 4y SQ.FT. — 1ST FLOOR 1,282 SQ.FT. EXISTING 2ND FLOOR 746 SQ.FT. BASEMENT PLAN EXISTING BASEMENT PLAN TOTAL 2,028 SQ.FT. SCALE: 1/4 — 1 — 0 ' ATTACHED GARAGE 222 SQ.FT. zV) 0 ___-_____ : -----_---- �, W W z LLJ D � c� DROPPED BEAM ABOVELLJ U Q N ( loloo 106 FAMILY ROOM _f_ Q C.H:T-9 t n ------------------------------------------- DROPPED BEAM ABOVE 20 DEWEY LANE HAMPTON BAYS, NY 11946 PLATFORM AND STEPS TO BE REMOVED © COPYRIGHT NOTICE: � 1 07 POWDER ROOM �� t ---- ---' -- ---= c.H.:s-s' THE FOLLOWING DRAWINGS ARE AN T-5" 6.4 INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE II I CEILING HEIGHT ARCHITECT.THE CONCEPTS AND e DESIGNS CONTAINED HEREIN ARE --- -' INTENDED FOR THE SPECIFIED LOCATION EXISTING WINDOW TO BE REMOVED d d ° AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED a ° BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ° ° ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN ° ----- CONSENT OF DRAFT IS IN VIOLATION OF a ° ° LAW AND STRICTLY PROHIBITED. IF AN ° ITEM BEARING THE SEAL OF THE ° ° d ARCHITECT IS ALTERED,THE ARCHITECT a ° ° ---------- SHALL AFFIX TO HIS ITEM THE SEAL AND aTHE NOTATION "ALTERED BY" FOLLOWED ° d ° ----------- ----- ----- EXISTING STAIRS TO REMAIN UNTOUCHED BY HIS SIGNATURE AND THE DATE OF ---- ----- ----------- SUCH ALTERATION, AND A SPECIFIC a 0 08 GARAGE ° ----- ----- _ DESCRIPTION OF THE ALTERATION. a ° C.H:67 ° ----- ----- WALL SCHEDULE I 10'•10;"° ° EXISTING FLOORING TO BE REMOVED EXISTING STUD WALL TO REMAIN a EXISTING WALL TO BE DEMOLISHED ° a _ ° ° d a , \ EXISTING AREA TO BE DEMOLISHED ALL CONSTRUCTION TO CONFORM I ° I o :o ° 9'•5WITH ALL APPLICABLE PROVISIONS I ° I s EXISTING KITCHEN CABINETRY AND OF THE CODE OF THE TOWN OF ° APPLIANCES TO BE REMOVED ;;$ ` SOUTHOLD,THE CODE OF NEW I a I ° •, t EXISTING DOOR TO BE REMOVED YORK STATE,2020 ICC AND ALL i° d ° i a — EXISTING FLOORING TO BE REMOVED _ - OTHER LAWS GOVERNING BUILDING ° CONSTRUCTION AND SAFETY. i EXISTING WINDOW TO BE REMOVED ° ° d °a a 2?'.41^ --\____ _----- - I I T Em p� M 111� I $7 IN 111 I EXISTING WASHER AND DRYER TO BE RELOCATED / HART EXISTING BUILT INS DEMO NOTES: RESIDENCE C NO EXTERIOR WALLS OR CEILING ARE TO BE OPENED 600 E LEGION AVE �, 4118 _- ,,� MATTITUCK , NY 1 1952 :. - -_ .�4-1 =10 BATHROOM 1 i i i i _ SCTM# 1000-143-04-11 c.H.:a'-t° [.9T_TIE-HATC_H_ABO_V_E, I 101 FOYER I I C.H.;F-2 " 1 OD LIVING ROOM I I I DATE: C.H.:T-2 " I I I ISSUED: SEPTEMBER 18 2020 rk 104 BEDROOM 3 2020-09-26 DESIGN PRESENTATION C.H:a'-t _ - 2020-10-03 BID SET 4 a EXISTING STOOP TO BE REMOVED 2020-11-20 RRITI SET c GENERAL NOTES: 1\ ©0 7�4 LAI _ - - EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" I� " =� ► it DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 'r VERIFY IN THE FIELD AS REQUIRED y� 0.,110 1G FN SQ.FT. 8 3�" 1ST FLOOR 1,282 SQ.FT. EXISTING 2ND FLOOR 746 SQ.FT. 1 ST FLOOR PLAN EXISTING I ST FLOOR PLAN TOTAL 2,028 SQ.FT. SCALE: 1/4" = I' - 0" ATTACHED GARAGE 222 SQ.FT. ( I� 0 I I I I � � W I I I I I W z I _ I � I I W I 16' W I I"I M ry V 203 MASTER BEDROOM ., Q iW .., C.H.:T-5" :W I � n., I i I WINDOW TO BE REMOVED I II •• % III •• WINDOW TO BE REMOVED , I I }} I 20 DEWEY LANE t, HAMPTON BAYS, NY 11946 I I I I I I I , I I I I I I Em I 11 © COPYRIGHT NOTICE: 202 BATHROOM 2 I 10'-IIr i THE FOLLOWING DRAWINGS ARE AN C.H:r-51 I — INSTRUMENT OF SERVICE AND SHALL ----- - REMAIN THE PROPERTY OF THE I e I r i ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO #I# I�� IINIIlfflll {tllfl CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS I % I NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF I I LAW AND STRICTLY PROHIBITED. IF AN ------------ ITEM BEARING THE SEAL OF THE ------------ --------- ARCHITECT IS ALTERED,THE ARCHITECT I �N I - AN -- -- -" - THE NOTATION "ALTERED BY"FOLLOWED K_\ BY HIS SIGNATURE AND THE DATE OF �� ----- ----- SUCH ALTERATION, AND A SPECIFIC `� - --- -- DESCRIPTION OF THE ALTERATION. --------- ;201 BEDROOM 2 ----------- ---pN--- -- ----_---:--- - —_--- — WALL SCHEDULE C.H:T-5' I — r— EXISTING STUD WALL TO REMAIN — - - - -- EXISTING WALL TO BE DEMOLISHED _ EXISTING AREA TO BE DEMOLISHED ALL CONSTRUCTION TO CONFORM I•�I —_ _ -__- --- -- ___ WITH ALL APPLICABLE PROVISIONS - OF THE CODE OF THE TOWN OF •.r ;, SOUTHOLD,THE CODE OF NEW EXISTING DOOR TO BE REMOVED ! i - 2020 ICC AND ALL YORK STATE, WINDOW TO BE REMOVED _ - ; OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. i it !I I II ! ! HART —I - ---------------___ DEMO NOTES. RESIDENCE - t ------ — -- NO EXTERIOR WALLS OR CEILING ARE TO BE OPENED 6 0 0 E LEGION AVE I MATTITUCK , NY 11952 oo 1000-143-04-11 -_— _ ----- ----- — --- DATE: _ ISSUED: SEPTEMBER 18 2020 — 2020-09-26 DESIGN PRESENTATION ! _ - ----- _—_ 2020-10-03 BIDET--� 2020.11, i, GENERAL NOTES: 2 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" r DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND VERIFY IN THE FIELD AS REQUIRED SQ.FT. 1 ST FLOOR 1,282 SQ.FT. EXISTING 2ND FLOOR 746 SQ.FT. 2ND FLOOR PLAN EXISTING 2ND FLOOR PLAN TOTAL 2,028SQ.FT. N SCALE: 1/4" = I' - 0" ATTACHED GARAGE 222 SQ.FT. z � 0cl:�0 � W W z L �- w - ---- --------- oC u !❑ IL I �IELIEIEL IL - EXISTING STUCCO SIDING TO BE ❑❑❑❑ ! 20 DEWEY LANEE REMOVED EXISTING STOOP TO BE REMOVED HAMPTON BAYS, NY 11946 I 0 ❑ ' © COPYRIGHT NOTICE: ❑ ❑ ' THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND L--------------------J i i i DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION rl AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED �1---------------------------T1---------------------------------- -------------------1�-------------------�� BY ANOTHER PARTY OR IN ANY OTHER L LOCATION. �------------------------------ -------------------------------------- ----- --------------------- ------------------- ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN EXISTING STUCCO SIDING TO BE ITEM BEARING THE SEAL OF THE REMOVED ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND EXISTING NORTH ELEVATION THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SCALE: 1/4" = 1 f - 0" DESCRIPTION OF THE ALTERATION. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF EXISTING WINDOW TO BE REMOVED EXISTING WINDOW TO BE REMOVED SOUTHOLD,THE CODE OF NEW YORK STATE,2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. v. RESIDENCE ':n; :;.Y:.tisk, r•• :.,` `,•. •I• Y•ti >:} 600 EL E I N V G O AVE Jill :.' M T AT IT K N 1 UC Y 1 952 1;• �F7FY',t `Y•� Ll�Ll t• , i f ti:• FEASCTM# �4' 'aS`•' •t•• ••)' of 1ti'l.•.. 1000-143-04-11 ♦.. 1 a: I "f ..e.= .v �i ri: t'• .;;?• ��.�+;�rr :;.� EXISTING STUCCO SIDINGTO BE r 4 t T ,.: +:�;.w`'•:�;' •7: :.;.` REMOVED DATE: SEPTEMBER R 18 2020 ; ,I. t, } 1-7 71F J 't• .=i 1}t ISSUED: . I � �,,,•� t.' I .�.:1... •. t ., .syr.... ... .. .. ..: .• , 5t:, I .j:. •.`t ;w1. 2020-09-26 .� �'>'.'•`. DES IGN PRESENTATION 'l C I :a t' 2020-10-03 BID SET 2020-11,21-47 1 1 1=1 I PERF1i�5 <o i � -------------1 ---------� — �1 --------------------------------------------------------------------------------------------------------------- r------------------------------------------- -1 EXISTING 2 EXISTING EAST ELEVATION ELEVATIONS SCALE: 1/4" = V - 0" z U-) 00 r n W v I I-- W z EXISTING STUCCO SIDING TO BELZ REMOVED 7---F, -T---F, LLJ I I �- '�`� W —— Q l 20 DEWEYA �12 L N E HA BS NY 11946 MPT N O AY . . ........ ... ....... . . ... . . © COPYRIGHT NOTICE: THE FOLLOWING DRAW INGS ARE AN INSTRUMENT OF SERVICE AND SHALL _� �� REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND EXISITNG SOUTH ELEVATION THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC SCALE: 1/4" = 1' - 0" DESCRIPTION OF THE ALTERATION. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS EXISTING WINDOW TO BE REMOVED OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW YORK STATE, 2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. EXISTING STUCCO SIDING TO BE a: REMOVED — - — --- — . -- - --- — — - -- --- z - - - - - - - -- --- ------- - - _ - � HART - RESIDENCE FUFI 600 E LEGION AVE .;.:::>;•:: I MATTITUCK , NY 1 1952 i SCTM# 1000-143-04-11 i I i EXISTING STOOP TO BE REMOVEDLL LIT > --- -- T DATE: SEPTEMBER 18 2020 -L I' ❑�❑ ', - ----- ISSUED: ❑� 2020-09-26 DESIGN PRESENTATION 2020-10-03 BID SET ET -! --1- 1- 2020-11-2 L ��tMF ETRE ------------ t \9T �4217� �� EXISTING WINDOW TO BE REMOVED EXISTING 2 EXISITNG WEST ELEVATION ELEVATIONS SCALE: 1/4" = I' - 0" r--------------------- I I I I I I r--------- L-----------, I In I I � O I I I ; ; f— I z I 1 1 cz ' w I I I I 1 � I w ' I I— ry I I I � I I U I I tY I I I I r) Q I � I � I � I � I � I � I � I � I I I � 1 � I 1 I I 1 I I � ' 20 DEWEY LANE 1 , I HAMPTON BAYS, NY 11946 I 1 I I I I � � I I � I , @ COPYRIGHT NOTICE: I THE FOLLOWING DRAWINGS ARE AN i I INSTRUMENT OF SERVICE AND SHALL ' REMAIN THE PROPERTY OF THE I , ARCHITECT.THE CONCEPTS AND UNVERIFIED PORTION OF FOUNDATION DESIGNS CONTAINED HEREIN ARE ' INTENDED FOR THE SPECIFIED LOCATION I , 1 � AND CLIENT. UNDER NO I i CIRCUMSTANCES SHOULD THEY BE USED I BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ' ANY CHANGES MADE TO THE PLANS I NOT BY DRAFT, OR WITHOUT WRITTEN I ' CONSENT OF DRAFT IS IN VIOLATION OF I , LAW AND STRICTLY PROHIBITED. IF AN ' I ITEM BEARING THE SEAL OF THE ' I ARCHITECT IS ALTERED,THE ARCHITECT 1 , SHALL AFFIX TO HIS ITEM THE SEAL AND ' I THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF I , SUCH ALTERATION,AND A SPECIFIC i I DESCRIPTION OF THE ALTERATION. SISTER LVLS TO FLOOR JOISTS TO RE-INFORCE FLOOR SYSTEM i 'o U 'cel I ZI^ xl� ALL CONSTRUCTION TO CONFORM I "' WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW ' ------------------- ---------- YORK STATE,2020 ICC AND ALL I ------------- ------------- - - OTHER LAWS GOVERNING BUILDING 1 CONSTRUCTION AND SAFETY. j 10 d I CS,O SISTER LVLS TO FLOOR JOISTS TO RE-INFORCE ' (D 10 FLOOR SYSTEM �------- --------------------- cn U i XI W I • -- --_- 1 -_-____--- ---- ---- ------------------------------ .__ HART ® RESIDENCE ------------ -- 600 E LEGION AVE MATTITLICK , NY 1 1952 ' SCTM# ' KEY 1000-143-04-11 _EXISTING 2x6 F.J. EXISTING 2x6 F.J. l @ 16"C.c.— N Q EXISTING WALL TO REMAIN 166"O.C. - - l ____ EXISTING 2x6 F.,J._ @ 16 O.C. DATE: SEPTEMBER 18 2020 PROPOSED WALL l i 2 x 8 ACQ DECK ISSUED: JOISTS @ 16 O.C. l i 2020-09-26 DESIGN PRESENTATION W l' 2020-10-03 BIDSET-- _ 2020.1 I ctii l l' co GENERAL NOTES: ------ -- EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" 00 (2) 2x GIRDER 10"0 SONOTUBE � LOCATED UNDER DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND Q EXISTING COLUMN VERIFY IN THE FIELD AS REQUIRED FBF �IFJ� 44 ACID POST SQ.FT. ABOVE 24'-171, 8 1ST FLOOR 1,282 SQ.FT. PROPOSED 2ND FLOOR 746 SQ.FT. BASEMENT PLAN TOTAL 2,028 SQ.FT. PROPOSED BASEMENT PLAN ATTACHED GARAGE 222 SQ.FT. N SCALE: 1/4" = I' - 0" zu -------_- __-______ o Lu W z ' I V r -- -=Y------------------- BATHROOM - -BATHROOM ---------------- RE-LAYOUT ----------RE-LAYOUT PLUMBING FIXTURES ADD SHOWER TILE FLOOR AND SHOWER WALLS 20 DEWEY LANE IF1061 FAMILY ROOM MODIFY STEPS AND LANDING HAMPTON BAYS, NY 11946 C.H.:T-9 =5 17041 CENTER WINDOW IN BATH ROOM 3, � r��" _ © COPYRIGHT NOTICE: 3-1/2"x 7-1/4"A.P.B.HEADER FOR ._, ._r , - -DN THE FOLLOWING DRAWINGS ARE AN PROPOSED WINDOW �/�12 `i s 3} INSTRUMENT OF SERVICE AND SHALL ------------------ " WALL ALIGN BATHROOM WALL WITH GARAGE REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND 107 BATHROOM 3 _'=�I e j -��, DESIGNS CONTAINED HEREIN ARE C.H.:T-9 $+. C� a INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO Qa a d CIRCUMSTANCES SHOULD THEY BE USED a a BY ANOTHER PARTY OR IN ANY OTHER LOCATION. a a ANY CHANGES MADE TO THE PLANS o i NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF a ° LAW AND STRICTLY PROHIBITED. IF AN a ITEM BEARING THE SEAL OF THE EXISTING STAIRS TO BE LEFT UNTOUCHED ARCHITECT IS ALTERED,THE ARCHITECT -Ln ° a ° -------------- SHALL AFFIX TO HIS ITEM THE SEAL AND d a a --- ----- THE NOTATION "ALTERED BY"FOLLOWED ° ° ' ----------- BY HIS SIGNATURE AND THE DATE OF a ° " ----------- ---- -- SUCH ALTERATION, AND A SPECIFIC =GARAGE a _____ _____ ---------- DESCRIPTION OF THE ALTERATION. a DN UP D 3-1/2'x 7-114"A.P.B.HEADER FOR PROPOSED WINDOW a ° a ° IN102f4. /D, ALL CONSTRUCTION TO CONFORM 6" " " 323" wl WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF a a ° SOUTHOLD,THE CODE OF NEW YORK STATE,2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. ' a ° FRIDGE a I a 4 I d ° a See CLOSE UP WINDOW FOR RANGE 1103 KITCHEN o C.H.:7-11" 4" HART 11 MICRO ` P RESIDENCE 600 E LEGION AVE NEW DOOR TO BEDROOM IN1.01 MATTITUCK , NY 1 1952 e r-I" SCTM# 1 OS BATHROOM 1 i _ _ I C.H.:B'-1" I I �CI 1000-143-04-11 �6T IC-HATCH AB ROOfA i 1101 FOYER <;':. .;, r;:•#: ,,:..;: I REPLACE CONCRETE STOOP WITH WOOD EXISTING WALL TO REMAIN C•tC..•8-2�"' I I C.H.:B'-2�„ -- — FRONT PORCH 4x4 ACQ.POST WRAPPED IN AZEK DATE: SEPTEMBER 18 2020 ' Q PROPOSED WALL ' ISSUED: Lu Lu 2020-09-26 DESIGN PRESENTATION Cie 104 BEDROOM 3 Z z _ p 2020-10-03 BIDDY T U C.H.,8'-1 _ u 2020- QT. SSE o GENERAL NOTES:UJ �� +i = J' - ----- -- o EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" " I' - --- -- - _ - ------------------'- DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND N>, + Q VERIFY IN THE FIELD AS REQUIRED X421713 O� SQ.FT. __!— EQ. 4'-2" EQ. 1ST FLOOR 1,282 SQ.FT. PROPOSED 2ND FLOOR 746 SQ.FT. 1ST FLOOR PLAN PROPOSED I ST FLOOR PLAN PROPOSED WOOD STEPS TOTAL 2,028SQ.FT. SCALE: 1/4" — „ _ I - 0 ATTACHED GARAGE 222 SQ.FT. 3-1/2"x 7-1/4"A,P.B.HEADER FOR 3-1/2"x 7-1/4"A.P.B.HEADER FOR PROPOSED WINDOW PROPOSED WINDOW W7 W8 I I 0 I I _ I 10"FROM INTERIOR FRAME WALL TO WINDOW R.O. LLJ I I 10"FROM INTERIOR FRAME WALL TO WINDOW R.O. I I I Z I w D W5 3-1/2"x 7-1/4"A.P,B.HEADER FOR I i PROPOSED WINDOW W FULL ` CENTER WINDOW IN ROOM �--- 20 LL — IN2.0 — �:; II I II I I I I i 1/�JT� cr� 6'-I Ij" 31'" 4'-I I" <„ W o Q Q I SHELVING I I M 4-0" i 6'-1 Ili" 31" --- 3-1/2"x 7-1/4"A.P.B EADER R PROPOSED INDOW W4 _ I I 2 4 FFICE_ I IN2.oi I 20 DEWEY LANE C.H.:T-5 W6 HAMPTON BAYS, NY 11946 I O I I I 3-1/2"x 7-1/4"A.P.B.HEADER FOR I PROPOSED WINDOW © COPYRIGHT NOTICE: 2-021 BATHROOM 2 I THE FOLLOWING DRAWINGS ARE AN I _ _ I INSTRUMENT OF SERVICE AND SHALL C.H.:T-5�" " I _- REMAIN THE PROPERTY OF THE e -__ -__-_ -___ ---------- L ARCHITECT.THE CONCEPTS AND LINENS HEREIN ARE INTEND ORDESIGNS CONTTHE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED IBM BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF I I LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE - ARCHITECT IS ALTERED,THE ARCHITECT I 1,203 MASTER BEDROOM _ ______ SHALL AFFIX TO HIS ITEM THE SEAL AND c.H.:r-s° DN THE NOTATION"ALTERED BY" FOLLOWED --- ----- _ BY HIS SIGNATURE AND THE DATE OF ----- ----- SPECIFIC ' " ' SUCH ALTERATION, AND C •- ' •' •' DESCRIPTION OF THE ALTERATION DN ..i 3-1/2"x 7-114"A.P.B.HEADER FOR W3 PROPOSED WINDOW --- ___ _ --— — ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS : :::•'. KING — i OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW --- YORK STATE, 2020 ICC AND ALL s' !•� � � I I OTHER LAWS GOVERNING BUILDING I CONSTRUCTION AND SAFETY. I, I ART RESIDENCE 6 0 0 E LEGION AVE oo MATTITUCK , NY 1 1952 _ SCTM# KEY 1000-143-04-11 - ---- --- -- -- - Q EXISTING WALL TO REMAIN — DATE: SEPTEMBER 18 2020 _ PROPOSED WALL ISSUED: 2020-09-26 DESIGN PRESENTATION "I! — --------------- 2020-10-03 BID SET 2020-11-20 PERMIT SET GENERAL NOTES. �\ aoPN M _ EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1 DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND •I " "%"p ;l �p - - ---- VERIFY IN THE FIELD AS REQUIRED \�T 04 21-7'3 _4 SQ.FT. 1ST FLOOR 1,282 SQ.FT. PROPOSED 2ND FLOOR 746 SQ.FT. 2ND FLOOR PLAN PROPOSED 2ND FLOOR PLAN TOTAL 2,028 SQ.FT.. N SCALE: 1/4" = I' - 0" ATTACHED GARAGE 222 SQ.FT. Z � 0C:�0 � W W z J PROPOSED STONE VENEER ON CHIMNEY STONE T.B.D. REPLACE SIDING IN ALL STUCCO AREAS r,d W ry V moi_ Q ------------ - ---------- - EXISTING ROOF AND OVERHANG TO REMAIN — i ' 1 WRAP EXISTING PORCH BEAM IN AZEK — -INFi sr,s r i ❑❑❑ —❑ MAXIMIZE HEIGHT UNDER BEAM _ 20 DEWEY LANE iq - HAMPTON BAYS, NY 11946 4x4 ACQ COLUMN WRAPPED IN AZEK D D = _ — _ Y' PROPOSED WOOD DECKING — — ` 'i — --- -- -- 4 x 4 AZEK TRIM x 12 AZEK SKIRT BOARD © COPYRIGHT NOTICE: PROPOSED WOOD STEPS WITH AZEK RISERS THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL _ — REMAIN THE PROPERTY OF THE I I ARCHITECT.THE CONCEPTS AND L-------,-------------J i I i DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO I I CIRCUMSTANCES SHOULD THEY BE USED i ----------------------------r-� -- ------------------------------------------------------------L -------------------L� BY ANOTHER PARTY OR IN ANY OTHER I I I LOCATION. L----------------------------J---- ------------------------------------------------------------- --------------------j ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN PROVIDE a x 4 AZEK TRIM ON ALL WINDOWS AND DOORS CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED PROPOSED NORTH ELEVATION BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SCALE: 1/4" = 1' — 0" DESCRIPTION OF THE ALTERATION. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW YORK STATE, 2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. EXISTING BRICK CHIMNEY TO REMAIN REPLACE SIDING IN ALL STUCCO AREAS PROPOSED STONE VENEER ON CHIMNEY STONE T.B.D. J; _ HART - - _ RESIDENCE EXISTING SIDING TO REMAIN -- IHL I — — (PAINTED TO MATCH PROPOSED) TIF ---- --- ! 6 _ 6 0 0 E LEGION AVE Z 1 ® MATTITUCK , NY 1 1952 -- — 3 SCTM# -- ----- — 1000-143-04-11 s' _ r y DATE: SEPTEMBER 18 2020 li L - -- -- -- - __ - - - ISSUED: - '4 2020-09-26 DESIGN PRESENTATION t 2020-10-03 BIDE 1W2 - -- - — _ C 2020.11- 'E I ti 1 , I -----------------------------------------------------------------------------------------------------------------------------LT---------------------------------------------------- � 1 1 op PROPOSED 2 PROPOSED EAST ELEVATION ELEVATIONS SCALE: 1/4" = I' - 0" z � 00 0 UW W z I I 1 1 , 17 11111I- - - LL W EXISTING BRICK CHIMNEY TO REMAIN Q T 7 -- _ EXISTING SIDING TO REMAIN (PAINTED TO MATCH PROPOSED SIDING) Ll LIL L-TWI _ _ - - 20 DEWEY LANE - - _ - - HAMPTON BAYS, NY 11946 I - I I © COPYRIGHT NOTICE: Ix4 AZEK WINDOW CASING ON ALL DOORS AND WINDOWS - - - _= THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL r_ REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND REPLACE SIDING IN ALL STUCCO AREAS DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED �1 ----------------- ---------------------- ------------------------7---------------------------------------------�-� BY ANOTHER PARTY OR IN ANY OTHER i i i i i LOCATION. ------------------- ---------------------- ------------------------- ----------------------------------------------� ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND PROPOSED SOUTH ELEVATION THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SCALE: 1/4" = 1' - 0" DESCRIPTION OF THE ALTERATION. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW YORK STATE,2020 ICC AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. -- - EXISTING BRICK CHIMNEY TO REMAIN HART EXISTING ROOF AND OVERHANG TO REMAIN - - -- IT 7 RESIDENCE -_- 600 E L E G 1 0 N AVE WRAP EXISTING PORCH BEAM IN AZEK - -- -- M A T T I T U C K , NY 1 1 9 5 2 (MAXIMIZE HEIGHT UNDER BEAM) - - J - ; - 6 - 5 SCTM# Tfl --- - _ --- - 4-1000-143- 0 11 iI L --_ - �- y 4x4 ACQ COLUMN WRAPPED IN AZEK -_ - PROPOSED WOOD DECKING i i I III � I 4"x4AZEK TRIM -__ - - _ - DATE: SEPTEMBER 18 2020 _ - - EXISTING SIDING TO REMAIN 4"x 12 AZEK SKIRT BOARD =_ (PAINTED TO MATCH PROPOSED SIDING) PROPOSED WOOD STEPS WITH AZEK - - - ILL ISSUED: -- - 2020-09-26 DESIGN PRESENTATION I T N T �l 2020-10-03 BID SET 2020-11-2l EKM"P---,,, 0 0 \OF NE . .,, PROPOSED 2 PROPOSED WEST ELEVATION ELEVATIONS SCALE: 1/4" = V - 0" WINDOW SCHEDULE TYPE QTY. ELEVATION DESCRIPTION UNIT SIZE R. 0. SIZE HEADER/HEIGHT LOCATION WINDOW# Roots# LOCATION COMMENTS WIDTH WIDTH 0 CALL NUMBER HEIGHT HEIGHT w I-- WINDOW# BTM OF HEADER ELEV. I I Z ANDERSON 400 SERIES W2 EL MATCH EXISTING W4-RM#107-BATHROOM 3 cz AWNING WINDOW EACH UNIT LLJ SEE MANUFACTURER 11 '' I- l� q I 2' -4 s' ROUGH OPENING U �u X DIMENSIONS T-4111 I— AW251 �/ LLr-rl n < WINDOW# BTM OF HEADER ELEV. ANDERSON 400 SERIES WI EL MATCH EXISTING W3-RM#103-KITCHEN DOUBLE HUNG ® ® WINDOW EACH UNIT SEE MANUFACTURER B I 2' - 7 ROUGH OPENING X DIMENSIONS 20 DEWEY LANE 3'-o'-a" (2)TW26210 HAMPTON BAYS, NY 11946 DIRECT MULL WINDOW# BTM OF HEADER ELEV. © COPYRIGHT NOTICE: W3 EL MATCH EXISTING W3-RM#207-MASTER BEDROOM W4 EL MATCH EXISTING W4-RM#204-OFFICE THE FOLLOWING DRAWINGS ARE AN ANDERSON 400 SERIES CASEMENT WINDOW INSTRUMENT OF SERVICE AND SHALL EACH UNIT REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND SEE MANUFACTURER - DESIGNS CONTAINED HEREIN ARE C 2 2' -4 a" ROUGH OPENING �]EX DIMENSIONS INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO 4'- 0" CIRCUMSTANCES SHOULD THEY BE USED CW 14 BY ANOTHER PARTY OR IN ANY OTHER LOCATION. WINDOW MEETS NY STATE EGRESS ANY CHANGES MADE TO THE PLANS REQUIREMENTS NOT BY DRAFT, I E CONSENT OF DRAFT IS IN VIOLATION OF WINDOW# BTM OF HEADER ELEV. LAW AND STRICTLY PROHIBITED. IF AN ANDERSON 400 SERIES W5 EL MATCH EXISTING WS-RM#201 •BEDROOM 2 ITEM BEARING THE SEAL OF THE W6 EL-MATCH EXISTING W6-RM#XXX-UPPER HALL ARCHITECT IS ALTERED,THE ARCHITECT CASEMENT WINDOW SHALL AFFIX TO HIS ITEM THE SEAL AND EACH UNIT THENOTATION"ALTERED BY"FOLLOWED SEE MANUFACTURER BY HIS SIGNATURE AND THE DATE OF D 2ME 2' -4 8' ROUGH OPENING SUCH ALTERATION, AND A SPECIFIC X DIMENSIONS DESCRIPTION OF THE ALTERATION. 4'-0" (2)CW 14 WINDOW MEETS NY STATE EGRESS DIRECT MULL REQUIREMENTS WINDOW# BTM OF HEADER ELEV, ALL CONSTRUCTION TO CONFORM ANDERSON 400 SERIES W7 EL MATCH EXISTING W7-RM#201-BEDROOM 2 V.I.F.WINDOW CLEARS CHIMNEY&FASCIA WITH ALL APPLICABLE PROVISIONS DOUBLE HUNG W8 EL MATCH EXISTING W8-RM#201 -BEDROOM 2 V.I.F.WINDOW CLEARS CHIMNEY&FASCIA OF THE CODE OF THE TOWN OF SOUTHOLD,THE CODE OF NEW WINDOW EACH UNIT YORK STATE, 2020 ICC AND ALL SEE MANUFACTURER OTHER LAWS GOVERNING BUILDING E 2 2' -5 s" ROUGH OPENING CONSTRUCTION AND SAFETY. X DIMENSIONS 4'-0h" TW24310 HART RESIDENCE EXTERIOR DOOR SCHEDULE 600 E LEGION AVE LOCATION M A T T I T U C K , NY 1 1 9 5 2 WINDOW# ROOM# LOCATION TYPE QTY. ELEVATION DESCRIPTION LEAF SIZE R. 0. SIZE HEADER/HEIGHT COMMENTS SCTM# WIDTH WIDTH 1000-143-04-11 CALL NUMBER HEIGHT HEIGHT DOOR# BTM OF HEADER ELEV. DATE: SEPTEMBER 23 2020 DI EL MATCH EXISTING DI-RM#101 -FOYER GLASS TO BE TEMPERED SIMPSON WOOD FRONT DOOR ISSUED: 3' -o" SEE MANUFACTURER 2020-09-26 DESIGN PRESENTATION A I X ROUGH OPENING 6'_g° DIMENSIONS 2020-10-03 BID SET 2020-11- EMIT S T.B.D. e 10P51 M �,� 04 21 I O F NF ' PROPOSED WINDOW AND DOOR SCHEDULE A 1 o . o INTERIOR DOOR SCHEDULE TYPE QTY. ELEVATION DESCRIPTION LEAF SIZE R. 0. SIZE HEADER/HEIGHT LOCATION COMMENTS WINDOW# ROOM# LOCATION v� WIDTH WIDTH ( 01- x x 0 CALL NUMBER HEIGHT HEIGHT cr� n w WINDOW# BTM OF HEADER ELEV. IN 1.04 EL+6'-11"A.S.F. IN 1.04-RM# 107-BATHROOM 3 L.H.SWINGIPRIVACY LOCKSET W z SIMPSON INTERIOR ZS WOOD DOOR w cr� SEE MANUFACTURER A 1 Tx-411 ROUGH OPENING II tt V ® 6, _8„ DIMENSIONS l� Lu T.B.D. L_I_ u QQ WINDOW# BTM OF HEADER ELEV. SIMPSON INTERIOR IN 1.03 EL+6'-1"A.S.F. IN 1.03-RM#XXX-BACK HALL R.H.SWING/PASSAGE LOCKSET ASSESS FRAMING AFTER DEMO-MAXIMIZE HEIGHT OF INTERIOR DOOR WOOD DOOR 2' -4" SEE MANUFACTURER B I X ROUGH OPENING _j L.4!d 51 - 10" DIMENSIONS 20 DEWEY LANE HOLD ORDERING DOOR T.B.D. HAMPTON BAYS, NY 11946 POSSIBLY CABINET DOOR CONSTRUCTED IN FIELD WINDOW# BTM OF HEADER ELEV. © COPYRIGHT NOTICE: SIMPSON INTERIOR IN 1.02 EL+6'-II"AST. IN 1.02-RM#XXX-BACK HALL L.H.&RH SWING/DUMMY KNOBS WI ROLLER CATCHERS THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL WOOD DOOR REMAIN THE PROPERTY OF THE ®® SEE MANUFACTURER ARCHITECT.THE CONCEPTS AND \ C I 21- 10" DESIGNS CONTAINED HEREIN ARE/ X ROUGH OPENING DIMENSIONS INTENDED FOR THE SPECIFIED LOCATION 6' - 31' AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED HOLD ORDERING DOOR T.B.D. BY ANOTHER PARTY OR IN ANY OTHER POSSIBLY CABINET DOOR CONSTRUCTED IN FIELD LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF WINDOW# BTM OF HEADER ELEV. LAW AND STRICTLY PROHIBITED. IF AN IN 1.01 EL+6'-11"A.S.F. IN 1.01 -RIM# 104-BEDROOM 3 L.H.SWING/PRIVACYLOCKSET ITEM BEARING THE SEAL OF THE SIMPSON INTERIOR ARCHITECT IS ALTERED,THE ARCHITECT WOOD DOOR SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY"FOLLOWED D 1 2, - 6„ SEE MANUFACTURER BY HIS SIGNATURE AND THE DATE OF X ROUGH OPENING SUCH ALTERATION, AND A SPECIFIC ® V -811 DIMENSIONS DESCRIPTION OF THE ALTERATION. T.B.D. WINDOW# BTM OF HEADER ELEV. ALL CONSTRUCTION TO CONFORM IN 2.03 EL+6'-11"A.S.F. IN 2.03-RIM#20t-BEDROOM 2 CLOSET POCKET DOOR HARDWARE WITH ALL APPLICABLE PROVISIONS SIMPSON INTERIOR OF THE CODE OF THE TOWN OF WOOD DOOR SOUTHYORKSOLD,THE TATE, 202000DICC ANOD ALL DOOR SEE MANUFACTURER E I 2' - 8" OTHER LAWS GOVERNING BUILDING X ROUGH OPENING CONSTRUCTION AND SAFETY. 61 -8„ DIMENSIONS T.B.D. WINDOW# BTM OF HEADER ELEV. IN 2.01 EL+6'-1 I"A.S.F. IN 2.01-RIM#204.OFFICE L.H.SWINGIPRIVACY LOCKSET HART SIMPSON INTERIOR WOOD DOOR IN 2.02 EL+6'-I I"A.S.F. IN 2.02-RIM#201-BEDROOM 2 R.H.SWINGIPRIVACY LOCKSET RESIDENCE F 2 2, - 8" SEE MANUFACTURER X ROUGH OPENING ® 61 -811 DIMENSIONS M AO IION T IT U C K , 1 9 5 2 T.B.D. SCTM# 1000-143-04-11 DATE: SEPTEMBER 23 2020 ISSUED: 2020-09-26 DESIGN PRESENTATION 2020-10-03 BIDC� _ 2020-1 .z \T� �217CJ ��' n Q-1 PROPOSED INTERIOR DOOR SCHEDULE A, 0 --------- --------- _O ( n cr_l Lu v / � W z r �NN Ww i,�,•. 1y-,. r TF/ l FIXTURE LEGEND Q PROPOSED WALL SCONCE SURFACE MOUNTED LIGHT --_------------ -' — `^ - PORCELAIN FIXTURE P »:. SURFACE MOUNTED PENDANT LIGHT 06 20 DEWEY LANE RECESSED LIGHT HAMPTON BAYS, NY 11946 .�. RECESSED SHOWER LIGHT LED LED BAR LIGHT ON JAMB SWITCH © COPYRIGHT NOTICE: -----------pN---------- THE FOLLOWING DRAWINGS ARE AN f TYPICAL SWITCH INSTRUMENT OF SERVICE AND SHALL " ------------- sD REMAIN THE PROPERTY OF THE Z21� 0 ARCHITECT.THE CONCEPTS AND Z 1071 BATHROOM 1 Ir C.H.:T9� 1# 3 i ) JAMB SWITCH { DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION © COMPUTER AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED q ° BY ANOTHER PARTY OR IN ANY OTHER CEILING MOUNTED EXHAUST FAN LOCATION. ° ° d ANY CHANGES MADE TO THE PLANS DUPLEX WITH USB NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF q ____-----_ LAW AND STRICTLY PROHIBITED. IF AN ° ITEM BEARING THE SEAL OF THE A d ° __________ DUPLEX ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND ° ° ° ° ____ _____ HALF SWITCHED DUPLEX THE NOTATION"ALTERED BY" FOLLOWED q BY HIS SIGNATURE AND THE DATE OF — -- ---- ----_ ____ FULLY SWITCHED DUPLEX SUCH ALTERATION,AND A SPECIFIC 1 O$ GARAGE -- -- ----- ---------- DESCRIPTION OF THE ALTERATION. q ° a DN ° q ° APPLIANCE DUPLEX UP APP i i it i q Z1 I I I li I ° d d zi Z i i ZI a ° q � GPI GF] DUPLEX d ° -- -- ---°-----° ALL CONSTRUCTION TO CONFORM ° a ' FLOOR DUPLEX WITH ALL APPLICABLE PROVISIONS I ° ° ° ° a q ° Q a ° d TV LOCATION-PROVIDE(1)HDMI+(2)CAT-6 SO THE CODE OF THE TOWN OF (1)DUPLEX ELECTRICAL OUTLET.VERIFY SOUTHOLD,THE CODE OF NEW TV MOUNTING HEIGHT IN FIELD W/ARCHITECT OTHER LAWS GOVERNING BUILDING q =_____— YORK STATE,2020 ICC AND ALL ' d d CONSTRUCTION AND SAFETY. ° d APP FI AP ® TELEPHONE(I)CAT-5&DATA(1)CAT-6 PROVIDE ° q FRIDGE COMBINATION ELECRICAL QUAD OUTLET w/(2) COLOR CODED COMPUTER DEDICATED RECEPTACLE 103 KITCHEN OUTLETS AND(2)GENERAL PURPOSE RECEPTACLE C.H:T-11" OAPP OUTLETS �ZI �ZI /��/ FOR RANGE AND HOOD Z2 I I Oc APP CARBON DETECTOR MICRO " so SMOKE DETECTOR HART ApP---- RESIDENCE � u-- Z I Z I 600 E LEGION AVE MATTITUCK , NY 11952 NOTES: SCTM# 11051 BATHROOM 1 — C.H.:8'-1" - ��T[IEHATCH AB__ '` :' ' I I 1. INSTALL SMOKE&CARBON MONOXIDE DETECTORS 1000-143-04-11 __------ AS PER CURRENT N.Y.STATE&LOCAL CITY BUILDING 10 1 FOYER CODES 1:0 ' 1 i' Ihf ROOM i C•H.:B'-2}" 2.CENTER OF SWITCHES TO MATCH EXISTING � I DATE: SEPTEMBER 18 2020 I � 3.ALL POSSIBLE SWITCHES TO HAVE DIMMERS ! 4.OUTLET HEIGHT TO MATCH EXISTING ' ISSUED: 5.SWITCHING LAYOUT TO BE CONFIRMED IN FIELD WITH ARCHITECT AND OWNER 2020-09-26 DESIGN PRESENTATION ;104 BEDROOM 3 2020-10-03 BID SET C.H.:8'-1 ..,M., ' , ,III # 2020-11-20E ET r7( PNM M�� �j�` • L nhm - I -- -------------- - -4 �lS `I � Ca 110 PROPOSED PROPOSED I ST FLOOR ELECTRIC PLAN N 1ST FLOOR ELECTRIC PLAN SCALE: 1/4" = I' - 0" o I I � Z2 I I I W I I— I +Z I ZI W FULL j T' C.Jd:7 5`•` 1 Z2 I N I I -- ry c' 0 z FIXTURE LEGEND Q I � J �f PROPOSED WALL SCONCE Zl ----L- - - SURFACE MOUNTED LIGHT , � I - PORCELAIN FIXTURE I P Z I sD I SURFACE MOUNTED PENDANT LIGHT 204 OFFICE -iui 20 DEWEY LANE C.H.:7-51" ' I RECESSED LIGHT HAMPTON BAYS, NY 11946 I i � I I RECESSED SHOWER LIGHT C � I I EES LED BAR LIGHT ON JAMB SWITCH © COPYRIGHT NOTICE: I '202 BATHROOM 2 I THE FOLLOWING DRAWINGS ARE AN C.H.:7-5�" —- � $ TYPICAL SWITCH INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE -------------- -------------- --------e I_, , �J JAMB SWITCH I ARCHITECT.THE CONCEPTS AND i — LINENS , DESIGNS CONTAINED HEREIN ARE U I INTENDED FOR THE SPECIFIED LOCATION © COMPUTER AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER ® CEILING MOUNTED EXHAUST FAN LOCATION. ANY CHANGES MADE TO THE PLANS U NOT BY DRAFT, OR WITHOUT WRITTEN DUPLEX WITH USB CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN SD ------- ITEM BEAR G THE SEAL OF THE 203 MASTER BEDROOM DUPLEX ARCH ARCHITECT IS ALTERED,THE ARCHITECT I C.H.:7-5" ----°N SHALL AFFIX HALF SWITCHED DUPLEX THE NOTATION O"AI S ITEM THE SEAL AND ----- "ALTERED BY"FOLLOWED - - . . . ...;. ----- ---- BY HIS SIGNATURE AND THE DATE OF ____ _____ FULLY SWITCHED DUPLEX SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. -T-� "t' ------- --- DN ------------------------- ,R, APP APPLIANCE DUPLEX I t, GFI GFI DUPLEX • , ,,::::::;; : _ — _ ALL CONSTRUCTION TO CONFORM FLOOR DUPLEX WITH ALL APPLICABLE PROVISIONS — — OF THE CODE OF THE TOWN OF KING - I TV LOCATION-PROVIDE I HDMI+ 2 CAT-6 ND (1)DUPLEX ELECTRICAL OUTLET.VERIFY -_ YORK STATE, 2020 ICC AND ALL TV MOUNTING HEIGHT IN FIELD W/ARCHITECT OTHER LAWS GOVERNING BUILDING TELEPHONE(I)CAT-5&DATA(I)CAT-6 PROVIDE CONSTRUCTION AND SAFETY. COMBINATION ELECRICAL QUAD OUTLET w/(2) COLOR CODED COMPUTER DEDICATED RECEPTACLE I I I III OUTLETS AND(2)GENERAL PURPOSE RECEPTACLE OUTLETS II I i ' it II III Q CARBON DETECTOR SMOKE DETECTOR HART !I -1I- ---------------- - 0 --___ - RESIDENCE 600 E LEGION AVE MATTITUCK , NY 1 1952 NOTES: 1 SCTM# I. INSTALL SMOKE&CARBON MONOXIDE DETECTORS 000-143-04-11 CAS PER ODES CURRENT N.Y.STATE&LOCAL CITY BUILDING --= - - ---- --- 4— _ _ 2.CENTER OF SWITCHES TO MATCH EXISTING DATE: SEPTEMBER 18 2020 ----__--- ----_ -— 3.ALL POSSIBLE SWITCHES TO HAVE DIMMERS --- 4.OUTLET HEIGHT TO MATCH EXISTING ISSUED: -_— �— 5.SWITCHING LAYOUT TO BE CONFIRMED IN FIELD WITH - ARCHITECT AND OWNER 2020-09-26 DESIGN PRESENTATION 2020-10-03 BID SET - 2020-11-20 P,ERrr �T - - — 't - 04 21T0� 4F NE.. PROPOSED � PROPOSED 2ND FLOOR ELECTRIC PLAN 2ND FLOOR ELECTRIC PLAN N SCALE: 1/411 = I' - 0"