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HomeMy WebLinkAbout50030-Z TOWN OF SOUTHOLD w'J BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY r4J;w 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#: 50030 Date: 1w1/15/2023 . wwww w Permission is hereby granted to: Gill, Michael PO BOX 507 . ...............m_ _._.................. Cutch9A e,' NY 11935__ To: Demolish portions of and additions to an existing two story single-family dwelling as applied for. Additional approvals, certification or amendment may be required. At premises located at: 1875 Jackson St,w_New Suffolk SCTM #473889 Sec/Block/Lot# 117.-9-14 Pursuant to application dated ®..10/.��...30/2023w and approved by the Building Inspector. To expire on _5/16/2025. Fees: DEMOLITION $548.40 Total: $548.40 -ff,y ..........�s - �'_o "I'll.,...........­­­................... Building Inspector 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 jtt :�dwww. ot9ldtown Date Received APPLICATION i For Office Use Only PERMIT NO. Building Inspector: 0 C.I,. 0 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an 130ding Department Owners Authorization form(Page 2)shall be completed. Town of out'hol Date: r O — lz', - -W Z�3 OWNER(S)OF PROPERTY: ` Name: 1 1C. LLL SCTM#1000- Project Address: r%–) �C�G�CS rN� � � '1 S(P Phone#: Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: ( �c / (O d„Plu11L Phone#: Email: � � CONTRACTOR INFORMATION: Name: � hO.S 6ca Yhho Mailing Address: Phone#: ,p o C16 Email: e—CA.Y -5 b1CAY" Y7 5� P)C11 DESCRIPTION OF PROPOSED CONSTRUCTION New Str cto p d Cost of Project: Other red❑ .ddition ��Alteration ❑ ��w errlolition Estimated�Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes 904 1 PROPERTY INFORMATION Existing use of property: 1 . - Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to (� ®Lk 0 this property? ❑Yes XNo, IF YES, PROVIDE A COPY. 19 Cheek Box Aftellr liteadlirm g: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B print name): D c-v y �j fy0 ❑Authorized Agent ODwner Signature of Applicant: Date: 10 / 27)2-3 STATE OF NEW YORK) 11 COUNTY OF IV 0..V U• being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, /� (S)he is the M 4,1,"`�,c ^ 0 � I � � � a r, L� G L (r G (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 C)1. 'V , 20-u, Pftary Public =in BANK ate of New York 10110PE OWNER, IU II� II II1 427783 www ................. .......,1 ...„�,.__.... ffolk county(Where the applicant is not the owner) ires Jan 3, 20 I C9clCh�� �CJ residing at x� Ar do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. _ 0 2 �� Owner's Si nature Date Print Owner's Name 2 t IN PROGRESS WEBB HOUSE - PERMIT SET l '�^� - '`' 1875 JACKSON STREET, NEW SUFFOLK, NY 11956 (CONSULTANT) PROJECT INFO INDEX OF DRAWINGS-PERMIT SET TION 1875 JACKSON STREET,NEW SUFFOLK NY 11956 SCOPE OFWORK ALTERATION OF EXISTING 2 STORY;BASEMENT SINGLE FAMILY HOUSE a: UNTY TAX MAR 11000 y SECTION: I it cc t= Io BLOCK: I LOT, 13 SHEET I NO. SHEET NAME W-COVER TV [TITLE SHEET AND NOTES NYS BUILDING STANDARDS AND CODES Toft bestofnVicnowbdge,bellefand professional Judgement,suchplans or specifications are in 01-ZONING cornpliance wM Iha2020 NewYmk State Energy conservation constructhn code and cimplerl I ofthe 2001 [PLOTRAN,ZONING MAP 2020 Residental Code of New York State. UPDAM_. uj W112020 02.DENO DMI09 BASEMENT AND FIRST FLOOR PLAN ca DMI01 2ND FLOOR AN CONTAINED IN THE CONSTRUCTION DOCUMENTS. E)(ISTINIGANI DEMOELEVATIONS BYA CERTIFIED HERS RATER SHALL SUPERSEDE ANY SPECIFICATIONS D ROOF PLAN v WHERE MUNICIPALITIES REQUIRE'HERWRATINGS THE REM MODel PROVIDED 1,HF-R.S.INDEXREPORT AS REQUIRED BY OTHERS DMIi GARAGE-FLOOR PLANS,SECTIONS AND SCHEDULES 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHO GARAGE-ELEVATIONS % THE PROJECT TO ENSURE ALL REQUIRED INSPEGFIONSfFESTB ARE PERFORMED. 3,THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTIOWNSPECTIONF IV tv PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER [U1171A�5111010 ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL [UPDATED:5[L/2020 0 MEMBERS STRUCUTRAL LIVE DEAD ALLOWABLE MEMBERS LOADS LOADS DIFFLECTION Q(TERIOREaCDNIES 40 io Lm TABLE P32013 DECKS 40 10 Lrm ATIFIGWITHOff-STORAGE 10 L240 SIZE OF TRAPS FOR PLUMBING FIXTIJRES NIP, 1k,016, 4m . ATTIC WITH STORAGE 20 10 L1240 T FL)OR 10 I-d FRS I= ZN_ a tl =R%`;A,`��., , 30 • v� No. Revision Date FIXTURES MINIMUM(inches) Lm 10 PLUMBING TRAP SIZES SECOND OOR L/m Worftl� ROOF RAFTERS•GROUND SNOW�LOAD 20�PSF 1P. BATHTUB(WI OR W/O SHOWER HEADAND/OR E WHIRLPOOL ATTACHMENTS PLAN CONTENTS m BIDET OCCUPANCY CLASS RESIDENTIAL CLOTHES WASHER STAND PIPE Z, x ER -10 - I . 1. BUILDING HEIGHT XXX 0M i,f L DISHWASHER(ON SEPARATE TRAP) i ire DESIGN CRITERIA CODE--2020 RESIDENTIAL CODE OF NYS AND ASSOCIATED ENERGY,ELECTRICAL AND PLUMBING CODES .0 PROJECT.- FLOOR D WIFF RAIN 2" FRAM[NGMENTS AS PER FLOOR PLANS,SECTIONS AND GENERAL NOTES 'P WEBB HOUSE "o DESIGN LOAD EXT.BALCONIES 60 KITCHEN(ONE OF TWO TRAPS.W!OR WO 514 `M,` 'T2 N I ir? CALCULATIONS DECKS40 DISHWASHER FOOD WASTE DISPOSER 1875 JACKSON STT�NEW "N WLOADSPSF) ATTICS W/O STORAGE 10 SUFFOLKINY119W INS, ATTICS W/STORAGE 20 a LAUNDRY TUB(ONE OR MORE COMPARTMENTS 11/2, 2 ROOF(GROUND SNOW LOAD)PER NYS 3(H.6 •• E SM SIGNATURE: . ..... s. ROOMS(OTHER THAN SLEEPING)40 ROOMS(SLEEPING)30 'ixLAVATORY.Qk R� 119" STAIRS 40 "WE GUARDRAILS'. (ANY DIRECTION)200 9 EXPOSURE CATEGORY 0 (BASED NTOTALFLOWRATE DESIGN FOR CAT.C v SH WER C KIN THROUGH SHOWERHEADS AND BODY SPRAYS "A LOAD PATH(ROOF-FOUNDATION) SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE AND GENERAL NOTES _A, 6. -M FLOW RATE. 1 40 0 57 GP K AND LESS 1117 NAILING SCHEDULE SEE GENERAL NOTES PAGE az MORE THAN 5.7 G.P.M.UPTO 12.3 G.P.M. 2" MORE THAN 12.3 G.P.M.UP TO 26.8 G.P.M. 3' EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE MORE THAN 25.8 G.P.M.UPTO 65.6 G.P.M. TITLE SHEET _4fit: 4' 5 FIRE PROTECTION(SMOKE AND SMOKE ALARMS TO COMPLY WITH NEPA 72 AND WS R314 RC. AND NOTES co2 DEFECTORS CARBON MONOXIDE ALARMS TO COMPLY WITH R315 RC. For SL I Inch 25A mm.I gallon per n*mto 3785 LJM ENERGY CALCULATIONS 2020 IE0C [UPDATED 51102 114" 11-0.. 2020 RESIDENTIAL CODE 0 F NEW YORK STATE NOTE. TABLE R301,2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R301.2.1.2 DESIGN CRITERW GROUND iD SECTION SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN CONSTRUCTnN IN REGIONS WHERE THE BASIC WIND SPEEDs FROM FIGURE EQUAL OR EXCEED 110 MLES PER HOUR(iM HAVE BEEN DESIGNED IN ACCORDANCE WITH: MATE: OW1123 AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2016 WOOD FRAME CONSTRUCTION MANUAL ONE.AND TWO-FAMILY DWELLNGS(WFC",CHAPTER 3&6 OF THE S SPEF CTS REECGIAIL DESIGN UNDFRPLAYMENT HAZARDS FREEZING ANNUAL SNOW I cii:illi: 11 flc OTDI WIND B DESIGN FROST LINE SPEED DEBRIS ONE CATEGORY I WEATHERING OEM ITE TEMP REQUIRED INDEX TEMP PROJECT ProjectNurnber 2020 DRAWING Author AMERM CODE OF NEW YORK STATE AND THE ASCE"MIN,DESIGN LOAD FOR BUILDINGS AND STRUCTURES".REVISION OF ANsmCE 7-16 - MZDE:FM��TE - CHK BY. Checker To HIGH 30 PSF 130 MPH YES NO I NO neo TO HIGH 11 YES NONE 452 Na Tool IN PROGRESS SURVEY OF PROPERTY SITUATE TOWN OF SOUTHOLD S85°43'10" SUFFOLK COUNTY, NEW YORK EIcomsuu TAX No. 1000-11700-0900-014000 111.08' NT) SCALE 1"=20' JUNE 16, 2023SHEDm d NousE �n Tax Map Lot 13 N/O/F of ' 0 0• WHITECAP NORTH FORK AREA = 16,722 sq. ft. 1.7•N 4.6'N ' LLC I"t "+7 0.384 Dc. FE D.rE 0.515 PAVER1, 6'WDOD FENCE �.: 1WiLkWA 5'NnCD FENCE PRO LIf'F12ERNEN a FE 0.,1E 26.45 4- NK FENCE 0 do CIs Is a � CRAYEL DRIVEWAY I '� _ � O - Li� FE a2'E GARAGE � � w/STOyE CURB � O I � GRAVEL - _ - r C) 20.2 DRIVEWAY i I C1 I I I L WooD SiFP FE 0.6'W W FE OIL ID j U) Tax Map Lot 12 a t I N/O/F Of THOMAS O MCKENZIE Tax Map Lot 14 I W I T6xMaplatl4 T BRICK I M� 16.1 I I W W LTJ a 15.8' PAno u�J Y 2 W O 3w 6.8 = I ' O FE o ~ d 2—STORY o wow HOUSE cc DECK& 21� iy No. 1875 STEPS O f a a I I O n }5.7 1 I NO. Revision Date 11.9 i0 a FE oRin U I �.. I a3w 1�.3' 16.1'«i T.oTa 63.1 CK stow1 a ' OL WALKWAY �....-..-�..—..—..�..—,�� - EDGE OF PAVEMENT SLATE - -_PROPERTYLINE - — - - WALKWAY -J .IEcr: N85'42'39"W PRDWEBB HOUSE LEGEND: 111.Q 1' 1675 racKsoro BY,NEW OVERHEAD UTILITY WIRES JACKSON STREET JACKSON STREET SUFFOLK,NY 11956 —• — UTILITY POLE SEAL 65,GNA77JRE: a SIGN 18 WATER METER �Ir,`�jf AERIAL LAND SURVEYING, D.P.C. ^QM' �TMM MM On'Ma GE ANY 4f4 F �E • � AIEm Yf U!W➢ES AHO/Qt 51167CD1RE5 NOT `pp 53 PROBST DRIVE RFiW1Y v1y�tE,AHE xGT DF16a0. THE lr CONC. MONUMENT PHONE LEY. Y 11967 DRi1FlGRON9 HEREGN AIN:NOT TRANSFERABLE -5393 EMM ELEC, METER E-MAIL- SURVET"AEMALLANDSURVEIING.CON .. WEB=: WWW AERIAUANDSURVE,ING.COY n°s suxn a a r m.m ewmorr av amm wo rm ose� Ov GM DISTRICTOODO LOT:014.000 BLOCK:09.D0 SECTION:117.00 °E18 r.ers A gni a+wa w A Sm e M GAS METER vxAuav�a,suna a Aroma m A 9nmcrair rsK A MAP/FILE NO.: N/A I=a z w°aa n. s6rAs�muw.�a�ur MAP OF: "NOT ON A FILED SUBDIVISION MAP" ==;=; °Le�0 ° bnOCM°'"'m w a °U moo •BA.xr w �c�."'aed��m, 1�/ PLOT PLAN, TITLE NO.: NIA ZONING MAPN MAP FILED DATE: N/A • O57 COUNTY TAX MAP ID: 1000-11700-0900-014000 SITUATED AT: TOWN OF SOUTHOLD �OfESSION�`� SUBDIVISION MAP LOT&BLOCK 'S: N/A '8F` Pf 1/16"=1'-0" o • W CGPttdiN 10tt HAWI k[¢, A 1G s '0 18Jqckson I I c DAM= D9Po6,23 JOB N0.: ¢ ,Avct I n-�1 SITE PLAN Nc P- - -- --- roject Number w DATE: JUNE 16.2023 mot 1116°=1-0 OMWPIG BY: Ault- CHK ug orCHK BY. Checker DWGNa `V zool a s IN PROGRESS (GDNSULTANTI STASSro BEOEMOUSNED ----� WN=OWSro BEDB"JSW --- WALLSTOBEOEA OLMED ------------------------------------- __ - WND01YSTOSEOENOUSED EASMTORAZETO , BEDEM011BFED WNOOWSTOBEDBIOLISNEO ' :t -------------------------- Fh � �/1��-!'�!:' ��� '?' •'---r AILINfEWOR 00IXL5 I I t 91 i �, '• I' ':::!; I ' 'TOBELEMOLLHED• ' co WINOOW3ro BE�DEMOUBHED , �� � i .: wrEnoaEwacoeE REFNISHEOD,TYR,;-1 E%ISTNGWALST°i REMABJ i I' `�T I + i I ,} WIlDDWSro BEDENWSIED /, ! L 1_L1J_LJ_LJ r(T rTTTI- ==q -a• f'~ ! f II NO. Rovisi°n Date F-1 c i �Q 1 1 1 1 1 1 :; .�i i !• i! I� �:i DOORS TO BEFB:NACED UPI I I I I I I I LJ ' i i n� r®a v 5TTT-7-f °N �r I L --------- ) I I I I LJt `-��d ------ _- -- / Em 3 4 ; 41, lYQ:DOWSTOBEDEAl0L1SH®;! - �, {:A..• 1 I MBWR FLOOR TOHE PRO] 61®D:TYP.' � Et'F: REFN i I I DENousI�D WEBB HOUSE OF 14,ery 1875 JACKSON ST,NEW ' ' t, SUFFOLK, 9 WNDOWSTOSEOEMOLJ5BE0 Y11 56 SEALS SIGNATURE: r----------------------- Lu i • ''' ! i + ;11 WDDOWSTOBEOEMOUSHED ! -I eER✓�cED 70 •�li i i u 5 9g a= I I �OPESSION BASEMENT AND -------------------------------------- FIRST FLOOR -- - - - PROPERTY UNE i �� p —-- —wDmowsi°BEDFALasrED P�iOPERTYLIt�E PLAN \ !`MRNIESTARSTOBEREPAMO I I j------ i i 114"=1•-0" I I - DATE: 10/2412023 I I I tmA!NE34TRY i EXISTING PLANS-LEGEND PRO,ECTNz ProjedNcmlber DRAWING BY. NT CHUM- NN BASEMENT-EXISTING AND DEMO 1ST FLOOR-EXISTING AND DEMO ------ EMSTINGTO700EREMOVED DWG N. Dn3too 114°=1'-0" DMioo 114°=1'-0" DM100 EOSTWG 70 REMNN IN PROGRESS (CONSULTANT{ ----- — --- ------- __________________ — — --------------- ,r\------ ;X1,1 r====-------------------�, 111 , 14 h• — — •III {I ROOF TOBEDENou9fED ili `, i� III III , i 111 I III 1 1>— — — — �I— -- -- -- �r r € x� �� I I I: .i __ I L-1J � rr I�--I� II tl; � mr 1 I I = Tai RDDFTO BEDEMOLJSIIID I RWFTDBEDUWUWW ;'i4 NO. Revisbn Date oDDORS T�BEoSIa 4: 6VfER10pFLOORFN 0 I I I I� RooFTDREImnx—� '-'– T it t +BEREFINW,ED,TIP.• i'I r 1 II r—GELIOLU DBE I W9IIn4ToeEDB10t1 HM \ DEUDLISFIED PRO.IEC'f: IF �RoDFTOREMIAN— If WEBB HOUSE 1875 JACKSON Si,NEW SUFFOLK,NY 11956 _ II II P T - , P��0 NFw SEN.a SIGNATURE: +4Muli" )'IL �_ ' if ``9MIG1TSTOSEDERIMMED I 0 ! PRDPERTYUNE_ p p9h �� 2ND FLOOR AND _ ----- ----- - _________= PROPERiYLMlE ROOF PLAN pROFESSIONQ�� 114"=1'-0" OA1mlaiEXISTING PLANS-LEGEND PR ECF(da ect Numbw DRAWWG SY.' Author CNKaY: Checker ------ DWG N¢ �� ROOF—EXISTING AND DEMO _ EXISTINGTOTO BE REMOVED 1 2ND FLOOR-EXISTING AND DEMO ----- DMto1 1/4'=1'-0" DM1o1 DM101 EYJSTING TO REMAIN IN PROGRESS • • I I r------, I I OIR•RLEYTOBE DEUOLMED I 1 I I I I I I I I 1 I ROOF TOP I i /��ROOF TOP _ — _ — - — - I I 23'-O V2" - — - —- - - I i - �!23?0112� j -' — -I— -�-Arc"— - - — - — - - - -— - — 1 ROOFTODEOENOMMED , ------------- ��� �<`------- owsroatlm � wamssDENaL — � �,./ ROOFT06E '> ` ��_ ICONSOLTANT) _-------_==--__ N- _ DE6lX6NED 1 I 1I III III 1 II I �� \ I . 1 W9a) ysToBE r. III I I I 4II I I I 1 I DENO�REDil ILJ=�= I L--J LL�_Js= I I 2ND FLOOR ® // \+ � /1 2ND FLOOR - I� — - — - — - — _ `{ - - — - — - — - —i OBE Cr-----------`------ - -)7 RWFTDwo91E0 '7r p -� ---_-_— -`—- - I r=SIF=1 I n"r1®iTr—pit - tetW'1-1� ; r=� r-1.I -te r I I I i I f,11,IF-11 rE>mnrJ:roeEDasaLrst?ID I I F� III I n I /In I q ��( n i tld��I q, yl I� I III i I �II I ; i 1 U III 111 I�� 1�•�I II I I I 11. III . I I In I I I �F B h I -- t�� /J i I + tl e;p Lc Ili ,L—J 'I I L /L�\IIL_Jtl �J �- 1- A-'-rll�-r.-I� ! Iir -,I I 1I ILS_ rr 1 I h �1 IG f IQI I(I111 ! I I--�/ I � I >a i q 1 ----- -_ I WlrmowsToeE II � I � rr rcrr-Iv--------------- - Tn L-I-CL J 31 o I n tll Z� I }' p tll I DEnlol , L ILu Jam- I I I I I I 11 `dam I �Y ql )17' I � �F^=== II I, rr 11-L-L�jA 9F=----JL=====�F- L, == ll�� I I 1X18 I IJ it n, I !19 I At II 1 JLV tl k JL---- I' I �! L31�--JL-JL_----JL----- II __11 iSTFLOOR �r-- I =1- �' Li - == _L J— - — 0��I ' )-- - — - — - it Algia--1r- _--�r-- - L�> uj ra SITE I I :.. I I. i - .., •., � _,�:. :- ., ,.. .. � - - - - YSuuceio�DEeeousxso (� NORTH ELEVATION-EXISTING AND DEMO 3 --EAST ELEVATION-EXISTING AND DEMO DMzoo 114"=1'-0" DMzoo 114"=V-0" r-1 CHNNEYTOGEDENOU9IED -------1 Lu 1 1 I ! I I I I I I I I I I I ! I I I ROOFTOP I I ROOFTOP I I - - - - - - - - - - - - - - - - - - - - - -- - — - - - - - - -- 23'-0 1/2' / T_ —"f NO. Revision Date I I ROOFTOBEDENDLIS11B I I I I ---- RaoFroeEDETJou9¢n ------ ----y rn� irrej - { I} ,hl r X05 g1'u o n�, �o oih s"vuRrs GroeEOENousHED ROOFro eE DE51dJ9o-D I I, II I( ! I. i la \-�.,� IL.-_J-j' _ +I r-- PROJECT- p L WEBB HOUSE 1675JACKS.ON ST,NE W OLKNY71956 -gQFLOORSUFF _ �FL GLRTERTOBE SEAL8510NANRE- - - - 1144-- .. _ r i, 1 7y1 IE�I I D 1Q I L=�- —LYemoLvsroeElENa19Im ; TFNRncerosE I { II Ig 111 iEhl I ( ) I I II DEMOLISHED L__J Jg b �. �- I ':II I�it !I J� / I jll ILII I,jll Ip Tl ljl 1p I "' 'I ,"q �--J I `� L =_,!LJ1IL-�, I. I, I �p I1-i--J:fl J •, '• I I �t<-1 t I I ,t I�-�,ILS��'L_� I` 41111 �� III IF==aal IIF=711 II l�1ST FLOOR• :r' �I I I 9 L-� OORTO�DF0L19D � - �JrI FL111 -11 Ri -- - - - - - - - - - - �JIL - - - - - - - - - - - 0 L ' _i EOF F I � EXISTING ANDrh z DEMO _ .,.. _ . :._ . .._,, ,, _. .. � - -- •. _ . . . .. .. .. . ... .. _ _. _ Mr.7ELEVATIONS 114"=1'-0" DATE: 10/12@3 0 057p9 �� PROJEGTN. Project Number DRAWINGBY: Augmr SOUTH ELEVATION-EXISTING AND DEMO 4 WEST ELEVATION-EXISTING AND DEMO A�OFESSIONP� DW N cnerarer I DMzoo 1/4"=1'-0" DM200 114"=V-0" DM200 s e IN PROGRESS M5 NnALLnV KEADERS PIWALL21"HEAOEnS ABOVENEWININDI I ABOVENEW1 W 4VS G1 G1 NANTAIN _ E UTNG ROOF /�/ % .(_ _- `.. +j,.: AND WALL FREANIN`EXTERIOR WALL FMNEroRENVJI I a ' "!'i_._�.� •"', ';`',w,_ ° (CONSULTAND � � Lv '�, •!.'tawwmlA/akcTtiEFiod?FTus+;t,/' c� GARAGE - —J �� w � _ '{: , '. ..,5.18$F•", :i." w .,2.E I l 1 G1 ,.i t, •_' - -_ - _ _ 1 All K 5 GARAGE CROSS SECTION _- - -. I ._ _.. FIFSHTO _ _ _ -i ALLS70BE f , , ....__1i�_ALLwua°Wsro 5 _ ... -,-".-j�t�` G,R0011 _ ,-�•kL4 7�7 BE DEMOLISHED :- - - N .._... _.. _ _F PLUMBING -.. .... _. .1 .. .- FIXrl1R&; - 1&BF --LL FWUPESTOBE MWOVED REPURBISHm - VATIatOmA _. -1I il.. DOORTOBE G1 _ x DEM01MED INSTALL 2Z HEADERS I167ALL2WHEABERSAk �. AWVENEWWWOOWS ABOVENEWINJIMM ENTRY TO GARAGE ENTRY m In 1 GARAGE 1 ST FLOOR-EXISTING AND DEMO 2 GARAGE 1 ST FLOOR-PROPOSED W Drasot 1/4'=1'-0' DM501 1/4'=r-0^ GARAGE-LONGITUDINAL SECTIONS" Mso i NO. Revision Date i GARAGE-INTERIOR DOOR SCHEDULE DOOR SUE DOOR FRAME U•Dow ( Type SUE Dam Satter (BTIAM-tl'_ AirLeatkage Fire STC It Made Count t Manufacturer Model Width gid Operation Material Oaring Gazing Mated "F) SHGC (CFMISF) Ring Rang CDLmnests I c� G2 1 T13D TBD 3-0' 6-S' SWWG WOOD NIA WA WOOD NIA WA NIA NIA TBD j G3 2 TBD TBD 3'-0' B-3' POCKET WOOD NIA WA <Vade5> NIA NIA NIA NTA TBD [ G46 3 Z-0' 6-6' WOOD TBD —_pkISTNGR00FTORBMIN ; —,-. NBROOFTORIMM DOOR GARAGE-EXTERIOR DOORSCHEDULE Ljv ULE PROJECT: WEBB HOUSE L - UOoor 1875 JACKSON ST,NEW i Mads Count Manufacturer Model Width Typa IH` Dom ..n9 gaaTg Malaita! F) SHGC (TCFMISF) Rating Rating CO laRenW SUFFOLK NY 11956 Height Operation Material G1 1 TBD I TBD 3-tP T-6' SWING ALU TBD WA ALU 03 1 DA 1 0.02 1 TBD I TBD SEAL&MONATURMM c2 GARAGE-WINDOW SCHEDULE WINDOW SIZE GLAZING Lr Type Frame Sat�y UWlndow &I-eakne Fire IIMack Ckwd Manufacturer Model WdthHeigfdArea SOHeight Opoa6on Matedal paring Gla:irg (BTUhBiPF) (CFMISF� Rat ng Cmnmerds SKYLIGLTTO BEDEMWSHED I I GI 6 ATLderspl 45Sedes 3'-W 6.(r 15 SF <Yades> CASEMENT ALU DOUBLE WA 0.3 0.02 WA s-1o1m Corpaat0n Casement G2 2 TBD TBD 4W 60 24SF F00D ALU DOUBLE NIA 0.3 022 N1A LSI=Gkr GARAGE- 0 ARAGE-0 Zjy FLOOR PLANS, M50 y SECTIONS AND GARAGE-ROOM SCHEDULES A SCHEDULES ! Level Name Area V �� 114"=1'-0" I 1STFLOOR GARAGE 338 SF z 0 1ST FLOOR G•43ATHROOM IMSF DATE: 09/1723 1ST FLOOR GROOM I lRedundantRaorn 2 PROJECT N¢ Pro]ect Numeer ORAWING." Aurum 410. 057 D 05709 �� Cmw. checker p OWG Na GARAGE ROOF-EXISTING AND DEMO 4 GARAGE ROOF-PROPOSED R�FEssIONP�' DM501 DM501 114"=1'-0' OM501 1/4'=1'-0" _9 -1 114 �P4 5oo 3o A— �S� ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE A rZ E N1 D firi, E k , REFERENCE PERMIT #50030 g-g a _ _j VEBB HOUSE —' PERMIT SET — ALTERATION ISSUED FOR DEMO 1875 JACKSON STREET, NEW SUFFOLK, NY 11956 PROJECT INFO INDEX OF DRAWINGS - PERMIT SET LOCATION: 1875 JACKSON STREET, NEW SUFFOLK, NY 11956 (n o SCOPE OF WORK: ALTERATION OF EXISTING 2 STORY+ BASEMENT SINGLE FAMILY HOUSE W w COUNTY TAX MAP: / 1000 w U) NICK MAZZAFERRO, PE SECTION: / 117 w � CONTACT: 516.457.5596 BLOCK: / 9 N o w LOT: / 14 SHEET N °- ZONING: / R-40 NO. SHEET NAME o U `; \ CODE: 2020 NYS RESIDENTIAL CODE \ ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL A101 BASEMENT PLAN - PROPOSED _,_ A102 1ST FLOOR- PROPOSED MEMBERS UPDATED: 5/1/2020 A103 2ND FLOOR- PROPOSED STRUCUTRAL LIVE DEAD ALLOWABLE A104 ROOF- PROPOSED MEMBERS LOADS LOADS DIFFLECTION A201 ELEVATIONS \ EXTERIOR BALCONIES 40 10 L/360 DECKS 40 10 LI360 A202 ELEVATIONS ATTIC WITHOUT STORAGE 10 10 L/240 A301 SECTIONS- PROPOSED \; ® ATTIC WITH STORAGE 20 10 A401 SCHEDULES / =/ FIRST FLOOR 40 10 L/360 A402 RISER DIAGRAMS SECOND FLOOR 30 10 L/360 -;' A505 GARAGE SCHEDULES ROOF RAFTERS- GROUND SNOW LOAD = 30 PSF L/240 A105 GARAGE FLOOR PLANS Ali. .\' .\^. :^\;�:�\ .,•. ^. ,, .• :'/,%i i ri , 1 00 COVER T001 TITLE SHEET AND NOTES GENERAL T002 NOTES r' 01 -ZONING 'i \ ^: Z001 I PLO T PLAN, ZONING MAP \ 'r r \ r, :r 02 DEMO DM100 BASEMENT AND FIRST FLOOR PLAN \ r �,, ,-� .. � t / � .\ ;�.; -•, '-r ;%�` DM101 2ND FLOOR AND ROOF PLAN DM501 GARAGE ELEVATIONS 1 ! , S-STRUCTURE STRUCTURAL NOTES- 1 P d S001 9 x S002 STRUCTURAL NOTES-S 2 S100 FOUNDATION PLAN NO. Revision Date ' TABLE P3201.7 PLAN CONTENTS SIZE OF TRAPS FOR PLUMBING FIXTURES Southold OCCUPANCY CLASS RESIDENTIAL PLUMBING TRAP SIZES FIXTURES MINIMUM (Inches) BUILDING HEIGHT XXX BATHTUB (WI OR W/O SHOWER HEAD AND/OR 1 1/2„ DESIGN CRITERIA CODE: 2020 RESIDENTIAL CODE OF NYS AND ASSOCIATED ENERGY, ELECTRICAL AND PLUMBING CODES Peconic WHIRLPOOL ATTACHMENTS FRAMING ELEMENTS AS PER FLOOR PLANS, SECTIONS AND GENERAL NOTES PROJECT: BIDET 1 1/4" DESIGN LOAD EXT. BALCONIES 60 a CALCULATIONS DECKS40 WEBB HOUSE CLOTHES WASHER STAND PIPE 2" (LIVE LOADS PSF) ATTICS W/O STORAGE 10 ATTICS W/STORAGE 20 1875 JACKSON ST, NEW DISHWASHER(ON SEPARATE TRAP) 1 1/2" ROOF (GROUND SNOW LOAD)PER NYS 301.6 SUFFOLK, NY 11956 ROOMS (OTHER THAN SLEEPING)40 SEAL &SIGNATURE: FLOOR DRAIN 2 ROOMS (SLEEPING) 30 STAIRS 40 QF NE KITCHEN ONE OF TWO TRAPS. WI OR WO GUARDRAILS (ANY DIRECTION) 200 DISHWASHER& FOOD WASTE DISPOSER 1 1/2' 9� EXPOSURE CATEGORY DESIGN FOR CAT. C Cutchogue z ,$ LAUNDRY TUB (ONE OR MORE COMPARTMENTS 1 1/2" LOAD PATH (ROOF- FOUNDATION) SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE AND GENERAL NOTES ��'* a%3+ 26 NAILING SCHEDULE SEE GENERAL NOTES PAGE F°A �� 05�09`' h'0 ESSIONP� F LAVATORY 1 1/4" EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE f" _ Mattituck FIRE PROTECTION (SMOKE AND SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. TITLE SHEET SHOWER (BASED ON TOTAL FLOW RATE CO2 DETECTORS CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. THROUGH SHOWERHEADS AND BODY SPRAYS AND NOTES 4 FLOW RATE: ENERGY CALCULATIONS 2020 IECC 57 G.P.M.AND LESS 1 1/2" MORE THAN 5.7 G.P.M. UP TO 12.3 G.P.M. 211 MORE THAN 12.3 G.P.M. UP TO 25.8 G.P.M. 3" Robins Island MORE THAN 25.8 G.P.M. UPTO 55.6 G.P.M. 411 For S1: 1 Inch = 25.4 mm. 1 gallon per minute = 3785 L/M UPDATED: 5/1/2020 DATE: 12/29/23 PROJECT No: Project Number 12020 RESIDENTIAL CODE 0 F NEW YORK STATE NOTE: TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY: Author R301.2.1.2 DESIGN CRITERIA: WIND SECTION SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN CHK BY: Checker CONSTRUCTnN IN REGIONS WHERE THE BASIC WIND SPEEDs FROM FIGURE EQUAL OR EXCEED 110 MLES PER HOUR (1773 HAVE BEEN DESIGNED IN ACCORDANCE WITH: GROUND DESIGN DWG No: TOPOGRAPHIC SPECIAL WIND WIND BORN FROST LINE DESIGN UNDERPLAYMENT HAZARDS FREEZING ANNUAL AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) 2018 WOOD FRAME CONSTRUCTION MANUAL ONE-AND TWO-FAMILY DWELLNGS (WFCM), CHAPTER 3 &6 OF THE SNOW LOAD SPEED EFFECTS REGIONS DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP AMERICSN CODE OF NEW YORK STATE AND THE ASCE "MIN, DESIGN LOAD FOR BUILDINGS AND STRUCTURES". REVISION OF ANSIASCE 7-16 MODERATE T001 30 PSF 130 MPH YES NO NO B SEVERE 360 TO HIGH 11 YES NONE 452 M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE GENERAL NOTES CONSTRUCTION NOTES WIND FRAMING NOTES FIREBLOCKING NOTES FRAMING AND FASTENER INFORMATION FIREBLOCKING REQUIRED - BY CURRENT NYS RESIDENTIAL CODE MARK LOCATION SIMPSON TIE# INSTALL NOTES 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS (BOTH VERTICAL INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A 1 ROOF RIDGE LSTA/l5 EVERY RAFT FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK 3.4. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON NAILS TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME 20 GA- 11/4 x 15 STATE BUILDING CODES, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS CONSTRUCTION I THE FOLLOWING LOCATIONS. 2 RAFTER/WALL LSTA/16 EVERY RAFT CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY IN THE STRAP. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE 12 GA- 1 1/4 x 16 SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 3 WALL/WALL LSTA/21 EVERY STUD NICK ZZAFERRO, PE 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR WALL TO TOP PLATE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR GLASS 20 GA- 1 1/4" x 21 CONTACT: 516.457.5596 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF 4 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-21/2"x 4 MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE STUDS OR STAGGERED STUDS. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 5 BASE PL/FOUND 1/2" OANCHORS 4'-0" O.C. ADD AS NEEDED SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) 3.3c. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. - ALL TIES TO BE N STRONG TIES OR EQUIVALENT RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST - ALL FRAMING TO B BE E FASTENED IN CONFORMANCE WITH: CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. IRC CODE- 2015 TABLE R602.3(1)- GENERAL PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A STUDS BELOW, THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. TABLE R602.3(3) - SHEATHING RESIDENTIAL CODE. TABLE R802.5(9)- FRAMING - ROOF 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: PER SPEC 1609.1.1-2015 IRC + NYS 2017 SUPPLEMENTAL DESIGN - 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH WIND SPEED IS 130 MPH OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE SOIL NOTES 8. THE LAPPED UNDER BOOKCASESESHELVING,RAL PANTORYI CLOSES TO ONSULT TS, TRIMS,WITH C E OWNER FOR ALL BUILT-IN ITEMS SUCH AS THE PDLATEOANDND SLAB-ON-GRADE, 15 INCHES IN NAILED IN ACCORDANCE WITH ABLE MASONRY3b. WHENCSTEEL SDTRAPS ARE LAPPED UNDER THE NAILING SCHEDULE 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. BOTTOM PLATE, 3 INCH SQUARE WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING, ANCHOR CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ROOF FRAMING: IRC-CHAPTER 8 BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. 2. COMPACTION OF NEW FILL SHALL BEAT LEAST 95% PROCTOR DENSITY(PER ASTM D 698 AND WALL FRAMING: IRC- CHAPTER 6 FOUNDATION NOTES 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A FLOOR FRAMING: IRC- CHAPTER 5 TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 7/16 INCH WOOD STRUCTURAL PANEL ON THE PROFESSIONAL AGENCY FOR COMPACTION. ROOF SHEATHING: IRC- CHAPTER 8 EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6" O.C. A THE PANEL EDGES AND 12 O.C. IN THE FIELD, 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR, IS COMPLETE, CEILING SHEATHING: IRC- CHAPTER 8 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO AND 1/2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7" O.C. PANEL WALL SHEATHING: IRC- CHAPTER 7 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. EDGES AND 10" O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH REQUIREMENTS OTHER NOTES FLOOR SHEATHING: IRC-CHAPTER 5 2. ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL. SPECIFIED IN TABLE 3.15a-b. 3. PROVIDE 1/2 EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE 1. PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. ACCESSIBLE AREAS. NAIL SPACING AT 7. INTERIOR SHEARWALL CONNECTIONS: 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR SHEATHING NAIL SPACING AT INTERMEDIATE SUPPORTS INSTALLED WITH #5 RE-BAR, 18" LONG AT 12" O.C. USE APPROVED EPDXY FOR INSTALLATION. CONTACT WITH ACQ. LOCATION PANEL EDGES 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI. CONCRETE TO BE POURED ON 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE INCREASED IN THE PANEL FIELD WHEN INTERIOR SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE 3. INSTALL 1 - CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. , THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING. INTERIOR SLABS TO BE MINIMUM 4 4 PERIMETER 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. THICK. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS (LAYERS). WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. EDGE ZONE 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24" ACCESS OPENING. INSTALL ONE 8xl6 CAST 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN PLAN CONTENTS INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH GABLE ENDWALL 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. RESIDENTIAL CONSTRUCTION CODE. A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW TABLE 3.5. OCCUPANCY CLASSIFICATION RESIDENTIAL RAKE AND RAKE GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. 9. CATHEDRAL CEILING ASSEMBLY: TRUSS 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED BUILDING HEIGHT ±18.75'ABOVE AVERAGE GRADE AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER- WALL SHEATHING REQUIREMENTS FOR WIND LOADS TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL DESIGN CRITERIA CODE: 2018 IRC, 2017 NYS UNIFORM SUPPLEMENT FRAMING NOTES SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. - SHEATHING NAIL SPACING AT NAIL SPACING AT FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES LOCATION PANEL EDGES INTERMEDIATE SUPPORTS IN 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH 'OIND DECK & COVERED PORCH NOTES DESIGN LOAD EXT. BALCONIES 60 THE PANEL FIELD ADDITION WOOD FRAMING CONSTRUCTION MANUAL. CALCULATIONS DECKS 40 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 2. UNLESS OTHERWISE NOTED, ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2 + BTR. ATTICS W/O STORAGE 10 (LIVE LOADS PSF) INTERIOR ZONE 8a COMMON 6" O.C. 8d COMMON 12" O.C. NO. Revision Date DOUGLAS FIR. ATTICS W/STORAGE 20 @ @ 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16" O.C. UNLESS OTHER WISE NOTED. 1. UNLESS OTHERWISE NOTED ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. ROOF (GROUND SNOW LOAD PER NYS 301.6 4. UNLESS OTHERWISE NOTED, ALL BEARING WALL HEADERS TO BE (2) 2x10#2 + BTR. DOUG. FIR. )ALL FASTENERS, HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. ROOMS OTHER THAN SLEEPING 40 BEARING WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS. GIRDERS ROOMS (SLEEPING) 30 ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO STAIRS 40 OPENINGS. LVL HEADERS TO HAVE (3)JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF GUARDRAILS (ANY DIRECTION) 200 OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE WITH A MINIMUM 1l2 INCH DIA x 7" LONG ANCHOR BOLTS AND WASHERS AND NUTS. OPENINGS BETWEEN 4'-1" AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11" AND 8'-9". PROVIDE FIRE 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING. EXPOSURE CATEGORY DESIGN FOR CAT. C APPLICABLE. USE A MINIMUM 1/2 DIA x 8" LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. STOP AND BLOCKING WHERE 5. ALL FLUSH BEAMS/HEADERS BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12" DIA CONCRETE PIERS FOR THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION ROOF - FOUNDATION ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. GIRDERS. DETAIL PAGE 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0" O.C. AND GENERAL NOTES 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. NAILING SCHEDULE SEE GENERAL NOTE PAGE BATHTUBS. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY LEDGER TO BE FASTENED TO BUILDING WITH 1/2 INCH DIA. BOLTS WITH WASHER AND NUTS WHERE PROJECT: UNLESS NOTED ON PLANS. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 7. PROVIDE (2) 1-3/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL AND/OR NEEDED. WEBB HOUSE OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). 6. CONCRETE PIERS SHALL BE A MINIMUM 6" ABOVE GRADE. FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE SMOKE & CO2 DETECTORS CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. 1875 JACKSON ST, NEW SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED. ANCHORED TO GIRDER(S).B COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL ENERGY CALCULATIONS 2018 IECC SUFFOLK, NY 11956 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0" O.C.. USE SOLID BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. BUILDING. SEAL&SIGNATURE: 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS E OF NE ` y NEEDED. PLUMBING NOTES � s''M � 0��, 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2 THICK,4 PLY FIR CDX 9F EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED CONSTRUCTION CODE. pA /V OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT 13. ALL BATHROOM WALLS TO HAVE 1/2" THICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND APPROVAL. RoFeSSIONP�' CEILINGS AND OVER FURNACE TO HAVE 5/8" THICK TYPE-X SHEETROCK. ALL OTHER PARTS OF BUILDING 3. IF WALL STUDS, PLATES OR JOISTS ARE CUTOUT DURING INSTALLATION FOR ANY PLUMBING TO HAVE REGULAR 1/2" SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. RELATED WORK, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE. 14. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE &WATER BARRIER OR VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND GENERAL NOTES APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. TORCH DOWN TYPE MATERIAL OVER. 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. SILL PLATES HVAC NOTES TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. ENERGY NOTES 1. MECHANICAL SAFETY REQU REMENTONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 1. THIS DESIGN COMPLIES WITH IRC ENERGY THE CODE AS A PRESCRIPTIVE DESIGN. EQUIPMENT SUPPLIER. 1/4If _ 1 1-0.1 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE IRC. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. _ DATE: 12/29/23 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a T0020 N 0 N N) N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE SURVEY OF SU RVEY PROPERTY S1 TUA TE TOWN OF SOUTH OLD S85043 " I 0 11 E SUFFOLK COUNTY, NEW YORK TAX Na. 1000-11700-0900-014000 . 08 NICK MAZZAFERRO, PE SCALE 1 of=20' CONTACT: 516.457.5596 DUNE 16, 2023 ZZ Tax Map Lot 13 N/O/F of USE HO Li 0cisSHED d 107- WHITECAP NORTH FORK AREA = 16,722 sq. ft. 1.7#N w UJ 4.6#N LU U_1 LLC 0.384 ac. FIE 0.7E 9 ;0 0.5s r)PWOOD FENCE I-: PAVER WALKWAY LU PROPERTY LINE FE 0.1 OE 5'WOOD FENCE UWj LO 5.4#S -!1' 4 CHAINLINK FEN 0 z CE C) 66 ©N ems ► GRAVEL DRIVEWAY FE t3.2 E GARAGE W/STONE CUR13 I ❑ — _ 0 0 0 0 I GRAVEL 20-2v 6 ❑ I DRIVEWAY 4.5-E WOOD STEP ID FE 0.6#W C FE O/L -j Tax Map Lot 12 z ¢ N/O/F of THOMAS LU MCKENZIE Tax Map Lot 14 I Tax Map lot 14 4 BRICK STEPS z a: LM 15.8' P 71 ENCLO0 SED� Lj U 0 26.8' LL < C)0 FE 0.XW 2—STORY b WOOD ct� HOUSE Cd DECK & W C/E No. 1875 T- STEPS 0z tV 0 EL 0 0 (o NO. Revision Date e, LO 16.4 < FE o L Uj z 0.3pw to zi __j 16.1' Li� -0-N 63.1 __j t) RICK STOOP LU CL ox a& STEP P.O.B. SLATE WALKWAY EDGE OF PAVEMENT PROPERTY LINE SLATE ILL! WALKWAY < PROJECT: j L :EGEND N (950421,39 W co WEBB HOUSE JACKSON STREET 1875 JACKSON ST, NEW JA CKSON OVERHEAD UTILITY WIRES Sri ' EEr SUFFOLK, NY 11956 Citb UTILITY POLE SEAL&SIGNATURE: SIGN OF Nc- NOTE: LOCATIONS AND EXISTENCE OF ANY I )- WATER METER AERIAL LAND SURVEYING, D.P.C. SUBSURFACE UTILITIES AND/OR STRUCTURES NOT 3. M 0 53 PROBST DRIVE READILY %ASIBLE, ARE NOT CERTIFIED. THE CONC. MONUMENT SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 E-MAIL' SURVEYSOAERIALLANDSURVEYING.COM 0 EM CK ELEC. METER WEBSITE: WWW.AERIALLANDSURVEYING.COM NOTES: PERIMETER WALLS AND ROOF RIDGE LOCATION POSITION WILL NOT I THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER GM X GAS METER DISTRICT:1000 LOT:014.000 BLOCK:09.00 SECTION-.1 17.00 PERTINENT FACTS W"CH A TITLE SEARCH MIGHT DISCLOSE 6 0 057(0r' *UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A CHANGING; THERE IS NO IMPACT ON THE EXISTING SKY PLANE. LICENSED LAND SURVEYOR'S SEAL IS A NEW PORK OF ARTICLE 134, OPPIE S100" MAP/FILE NO.: N/A SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW' `Copies from the orTgInot of this survey map not marked with an original MAXIMUM GROSS FLOOR AREA (GFA) of the land surveyor's Inked seat or his embossed seal shall not be MAP OF: "NOT ON A FILED SUBDIVISION MAP"' considered a valid trued 'Certifitotion indicated hereon signify that this was prepared in accordance with the exist" Code of Practice survey adopted by the New York State Association of PLOT PLAN, for I.= LOT SIZE = 16 722 SQUARE FEET = ALLOWABLE GFA 2 100 + 840 2 940 SQUARE FEET Profesionall Land Surveyors. Said certifications shall run only to the TITLE NO.: N/A person for whom the wx*"y Is Prepared, and on his behalf to the title ZONING MAP company, governmental agency amid lending Institution. Certifications are N MAP FILED DATE: N/A not transferable to additional institutions or subsequent owners.* PROPOSED FLOOR AREA 1 ST + 2ND 1 )423 + 1 ) 192 2,615 SQUARE FEET COUNTY TAX MAP ID: 1050-11700-0900-014000 MEETS CRITERIA SITUATED AT: TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK#'S: NZA 1/161111 = 11-019 LAJ LA- COPYRIGHT 2022 RALPH HELL, AERIAL LAND SURVE-ONG, D.P.C. DATE: 12/29/23 C)I 1� SITE PLAN 1875 Jackson LLC 23-1163 UJI JOB NO., PROJECT No: Project Number JDATE: JUNE 16, 2023 �01 1/1611 1 1-011 DRAWING BY: Author CHK BY: Checker DWG No: Z001 ALL DIMENSIONS TO BE: PHYSICALLY VERIFIED ON THE ACTUAL SITE ROOM SCHEDULE BASEMENT LEVEL # NAME AREA BASEMENT 1 BASEMENT 1 EXISTING 173 SF A301 BASEMENT 173 SF NICK MAZZAFERRO, PE CONTACT: 516.457.5596 NEW CRAWL SPACE NEW ACCESS T-0" X T-0" EXISTING CRAWL SPACE ;7 EXISTING ACCESS HWH EXISTING BASEMENT 0 H tcoco1 O O --- -- NO.F7 Revision Date EXISTING ACCESS EXISTING CRAWL SPACE PROJECT: WEBB HOUSE 1875 JACKSON ST, NEW SUFFOLK, NY 11956 SEAL&SIGNATURE: PLANS - GENERAL NOTES or N .jwYo 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND CONDITIONS AT THE SITE TO o CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. 20 No 05109�' -- - 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AROFEss►oNP�' AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- PROPERTY LINE TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DART, DUST, OR BASEMENT PLAN DEBRIS. NEW WALL - PROPOSED 3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY ALL APPLICABLE BUILDING CODES, 1 BASEMENT - PROPOSED REGULATIONS AND ORDINANCES, AS WELL AS OTHER GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY A101 1 AIf _ 1'-0" AND USAGE BY THE DISABLE DATE: 12/29/23 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a 0 A1010 a N O N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE ROOM SCHEDULE 1 A301 LEVEL # NAME AREA 46-7 3/8" 1 ST FLOOR 7 32'-7 3l8" 14'-0" 1 ST FLOOR 1 LIBRARY 302 SF TERRACE WIDTH 1 ST FLOOR 2 DEN 157 SF -EO 1 ST FLOOR 3 POWDER ROOM 24 SF V 1 ST FLOOR 4 GUEST BATHROOM 45 SF IM M 3'-0" 3'-0" 1 ST FLOOR 5 HALLWAY 74 SF _...._......_........_.....................1.._.. . ._ _._.... ...................... . . r_\ NICK MAZZAFERRO, PE . ..................................................................... p p ; \\ � ; 1ST FLOOR 6 LIVING ROOM 414 SF CONTACT: 516.457.5596 11 1 11 �... ....... . I 10 \ 10 / 10 I .......... ....... ........... . I 0 , , I 1 ST FLOOR 7 KITCHEN 264 SF ' 1ST FLOOR 8 DINING ROOM 144 SF \ I 1424 SF DINING ROOM i 15'- 1 " x 1 '-6"00 --� 4� 3�L 4��- 0 /I TYPE X GYPSUM GYPSUM K >< 0 2 � �`•� WALLBOARD WALLBOARD 11 NEW HOUSE . co NEW HOUSE S 2"X4"WALL STUD :� - 2X4 WALL STUDS -, ADDITION m �� ADDITION W/SOUNT BATT W/SOUNT BATT " ------------ --- ---- ----- ---- --- �-- ---- - -.--- - �.�_ EXISTING _ �� -- EXISTING INSULATION » L-u INSULATION r ; ..... ----- - --- ----- , --------- -,- fy = HOUSE N - - `�"�� HOUSE ;>z 12 J ;x o w \ U I 4 LIVING'ROOM , , CH o _ RANGE KITCHEN:: 13 TERRACE t � , . x 414 SF 264 SF SINK TE - 1 INTERIOR PARTITION 2 INTERIOR PARTITION 15'-2"x27'-4" 15 - 10 x16 - 1 14 0" x31' - 111 3'-0" 8' 10" 3'41/8" 0'_p" r? EXISTING WASHERDRAYER ? p BASEMENT SHELVES ~PLO BULKHEAD I - II 5 1 2 3 ----------- HALLWAY: LU O13R@0'-6" 8R 0'-101/2" \ art•\� ;, t ! o... .. UP O .. 4 T-41/8" `' 12 T @ 0'-91/2" 7 T 0'-9 7/8" M 7j4 SF 19'-6" x 3'-7" 74 SHELVES 4'-0" 3-9 I� L > LAV 'r ARCHWAY � 3'-0" 7' 1" NO. Revision Date 1 POWDER ROOM Q 24 SF WC ...............,.......,.................. �' LAV LLI DEN ti rn LIBRARY C� w GUEST BATHROOM 157 SF O 302 SF 10'-9"x 14' 7" 2 M 14'- 10" x 20':-9" WC ..45 SF . N � " 9'_.311 . 14-10'1/$" 4,_- 10,x PROJECT: 6'F�718" 8'-31/4" 4�10„ SHOWER 10'9 WEBB HOUSE T-0"X 5'-0" -_Ok ING - ---, 1875 JACKSON ST, NEW --=�- -- SUFFOLK, NY 11956 0. I 1 0 SEAL&SIGNATURE: MUDROOM 0 O h I OF NE 1 LO r0 5 J. RR WINDOW SEATING O WI STORAGE BELOW �217 F1 PROPERTY LINE °A 0. 05?0 PLANS - GENERAL NOTES �OEESSIONP� 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL 1ST FLOOR - 6' 1 1/8" 16'-61/4" 4'-0" 10'-0" DIMENSIONS, ELEVATIONS,AND CONDITIONS AT THE SITE TO PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT 32'-73/8" 14'-0" DESCRIBED BY THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE MAIN ENTRY CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR As indicated DEBRIS. NEW WALL 3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS DATE: 12/29/23 SET FORTH BY ALL APPLICABLE BUILDING CODES, PROJECT No: Project Number REGULATIONS AND ORDINANCES,AS WELL AS OTHER DRAWING BY: Author GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY CHK BY: Checker AND USAGE BY THE DISABLE DWG No: . 1 1ST FLOOR - PROPOSED A102 1/4" = 1'-0" A102 ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE ROOM SCHEDULE 2ND FLOOR 1 A301 LEVEL # NAME AREA 2ND FLOOR 2ND FLOOR 10 HALLWAY 55 SF 32'-7 3l8" 46'-73/8" 14'-0" 2ND FLOOR 11 BEDROOM 1 160 SF 2ND FLOOR 12 BATHROOM( 45 SF NEW PERGOLA-REFER STRUCTURAL DRAWINGS° 2ND FLOOR 13 BEDROOM 2 107 SF 2ND FLOOR 14 BATHROOM 2 45 SF NICK MAZZAFERRO, PE --- - 2ND FLOOR 15 BEDROOM 4 182 SF CONTACT: 516.457.5596 g — — 2ND FLOOR 17 BEDROOM 3 206 SF TERRACE I I 2ND FLOOR 18 BATHROOM 3 91 SF 2ND FLOOR 19 BATHROOM 4 70 SF 1 8, 5" 2ND FLOOR 20 TOILET 3 13 SF � 11 \11 I � � I 11 \ll I I I 2ND FLOOR 21 TOILET 4 11 SF 17'4' 13'8" 2ND FLOOR 22 CLOSET 8 SF % N 21 IR 2ND FLOOR 24 CLOSET 6 SF BEDROOM3 �w ao BEDROOM 4 w 2ND FLOOR 25 CL 5 SF NEW HOUSE 17 0 0° KING BED a o 15 o KING BED NEW HOUSE 206SF CO TO"X6'0 182SF C° z TO"X6'0" ADDITION Y ADDITION 1011 SF 17' -3"x 13'-6"� 13'-8" 11'-0" ----------- -- — — — ------------------ — — ------------ -- --- -- --- — --- T-- —————————————— EXISTING \ EXISTING HOUSE 21 \ // HOUSE 4 3/4" _L4 3�/4„L 7" <0 6' 1 8" 3'-0" 3'0" - 10'81/$" \\ / N \ / M CLEA 'CLEAR 213 00 213 \ / 24 • • \ / CLOSET N CLOSET. CLOSET 4 / TYPE X GYPSUM GYPSUM \ . \= _.. : .. ...... r' WALLBOARD 5/8" WALLBOARD 5/8" TOILET 3 BATHROOM 4 4'-0 X 3-0" BATHROOM 3 215... WC13 SF._,.. ' F 70 SF .....BATH 10' -3° x$' - 1° 2"X4"WALL STUDS %' 2X4 WALL STUDS 2'-4"X 6'-0" 91 SF 13'- i1"x T- 11 mcL / \ W/SOUNT BATT :- W/SOUNT BATT o ... 25 BArH INSULATION 3" `; INSULATION 3"sHowER __ //OPEN TO BELOW \ `, v o 5'-0"X 3'-2" 8'_5„ 17 LAV L ET 1 2 3 4 5 6 7 8 9 10111112 C OS / \ HALLWAY - / \ BATHROOM 2 Al 13 R DN 1' 10 318"co 10 0 0 14 SHOWER i 12 T 0' 9112" 55 sF , �" 45 SF °'s"x 3'2" / \ INTERIOR PARTITION INTERIOR PARTITION 2-4 9.-5 x / \VC 1 2 M o �, V --... LAV ........ O 0 BATHROOM(.. ... 1 1 �v: z .......... 6'-4 3/8" 0 ._. ... i SHOWER NO Revision Date N....J 10 -T_45SF: 4 4'-4"X 3'-6". 1 3'5 718" 6'-0" ` 3'-6" 1'-5 1/2' 10" 3'-81/2" 1 _ 13'-01/8" 6'-61/2" / ��i .I "r' _� ROOF BELOW `Ln BEDROOM 2 0 �\ L ———— BEDROOM 1 I 107 SF \ EGRESS WIN 11 I = 6'-7"x 10':- 10" ————J 160 SF 13' -0"x 10'-0" O° Cl) EGRESS WIN w J - KING BED = PROJECT: T-0"X 6'-0"..... ._. .................:...... o TWIN BED w 6'-3"x 3'-2" WEBB HOUSE 1875 JACKSON ST, NEW SUFFOLK, NY 11956 SEAL&SIGNATURE: OD ROOF BELOW T �� � 22'-7 3/4" �- — — — — — — — — — — — PROPERTY LINE — — — — S. Q 18'-1 114" 5'-6 518" 10'-5112" oAROF 05�0 L PLANS - GENERAL NOTES L L L 34'-1 3/8" � 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL 2ND FLOOR - DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH 2 2ND FLOOR - PROPOSED AND WASTE MATERIALS ON A DAILY BASIS.THE GENERAL CON- A103 1/4" — 1'-0" TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR As indicated DEBRIS. NEW WALL 3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS DATE: 12/29/23 SET FORTH BY ALL APPLICABLE BUILDING CODES, PROJECT No: Project Number REGULATIONS AND ORDINANCES,AS WELL AS OTHER DRAWING BY: Author GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY CHK BY: Checker AND USAGE BY THE DISABLE DWG No: a A1030 N N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE 1 A301 ................................................................. NEW PERGOLA-REFER TO STRUCTURAL DRAWINGS NEW PERGOLA-REFER TO _ STRUCTURAL DRAWINGS 16'-9 1/4" NICK MAZZAFERRO, PE CONTACT: 516.457.5596 21'-4 7/8" 19'-0" 17'-4 1/2" O8'-1 7/81', 1 NO. Revision Date I 12'-5 1/8" PROJECT: 10'-1 1/2" WEBB HOUSE PROPERTY LINE 1875 JACKSON ST, NEW SUFFOLK, NY 11956 SEAL& SIGNATURE: PLANS - GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT o w DESCRIBED BY THE DRAWINGS. Fp ° 05�09 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AROFessioNP�� AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR ROOF - DEBRIS. NEW WALL PROPOSED 3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS 2 ROOF - PROPOSED SET FORTH BY ALL APPLICABLE BUILDING CODES, 1/4" - 11-011 REGULATIONS AND ORDINANCES, AS WELL AS OTHER A104 - GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE DISABLE 1/4" = 1'-0„ EXISTING PLANS - LEGEND DATE: 12/29/23 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker -————- EXISTING TO TO BE REMOVED DWG No: 71 A104 _,Pl)_ EXISTING TO REMAIN N N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE ROOF TOP ROOF TOP 23' 0 1/2" NICK MAZZAFERRO, PE NEW PERGOLA-REFER TO (L CONTACT: 516.457.5596 STRUCTURAL DRAWINGS CV .....................M it ri .................. ......................... ............... ...... 7i .......... -----------......................... .......... .......... .................................. ...... ... ........ ...................... ....................... ............ ..... ..................... ............... 11 11 ...................._...._.._.__....._._.._...._........-...._.... ...... ............... ... ..... ...... ..... ...... .. -.... ...... .... .......... ...... ............... HHWII. ..- -+fiH1HHH 4H ............... .. * ..I ­ ­ �­­­­� ­­ 1K NEW PERGOLA-REFER TO (1 FRENCH BALCONY DOORS__— I_ --- � - - - ----.11)FRENCH BALCONY DOORS 2ND FLOOR \�6-0'x 6,-�,Jrj -A-t— STRUCTURAL DRAWINGS 2ND FLOOR ALIGN --------- 8' - .................................................................................................................... ­­ _­ i ­­......................................................... . ........... ...................­_3r�.................... .......... . ...........................:.................. ...................... .................................................................................................... .............................................................- NEW FACADE FINISH-BEVEL SIDING 10 10 10 --b -w ......................................................­............................ ........ U? ............. ...... ............ ..... ........................... .............. ............................................................................................................ ................................... ........................... ............................................ . .........­­_­ 17 U_ < ............... ..................... ..........__1................... .. . .. . .. . . ........................ ................................... ................. ................. ............................................................................ (3)CASEMENTS ----------- ------------ ................................................11............ ........ ..........(1)FRENCH BALCONY DOORS*.'.*.'.*.-.'.*... ..........*.**-. ---3'-0"x 4'-4. .......... ............... .................................................... ....................... 6'0"x 6-8" ............. .............. .... .............. 1ST FL i I :! ��- 11 1 _0" FLOOR 2'-4"from the Floor of Lil -y oil ILL 1ST FLOOR co ..... ..................................................................................................... SITE LEVEL ........................................................................ EN T of - 011 ......­ . ............ SITE LEVEL -1' - 61' .......... ............... .......... .......... . .......... ............ .............. ...... ............ .................. ........... 2 NORTH ELEVATION - PROPOSED �02 1/411 1 1-011 ROOFTOP V[7-- - ROOFTOP 23' - 0 1/2" - - _2" � NO. Revision Date 23' - 0 1/ ...........................­.............................................................................. _.__ ........... .......... .......... .................................. ............. ­...........­........................................ NEW FACADE FINISH-BEVEL SIDING ........... .............................. .............................................................................................................I.....................­........ ........... ......................................................... ........................................................... . ...... NEW PERGOLA-REFER TO .................. .......................... .................... ................................................. ............. ............... ............. .............................................................................................. STRUCTURAL DRAWINGS ALIGN f.... .............................................................................................. .................................... .................. ................................................. .. ...... .......... ..................... ...................... ........................... ....................... ................---.............. ........................ ........................... .................................. ............. .......... .......... .....................- .................................................. ............... ............-......... ...................................................... PROJECT: ................................. 23 23 > b LU............................ ...­­­­­ .....................- 21 21 ........................................................ ......... z ................... .............. ............... . .......................... .. ... 1 94S -------- WEBB HOUSE L .......... (2)CASEMENT EGRESS ..........­_........ Lu-(l)DOUBLE HUNG TEMPERED..... .....................(1)DOUBLE HUNG:******** . .........(1)DOUBLE HUNG....................................................- ..............................-------- =­ 1875 JACKSON ST, NEW ........ ............. T-0"x 4'-0" -'-'"- T-O"x 4-4' ........................................... T-O"x 4'-0.. ............................................ . ........... T-0"x 4'-0............................................................................... . ..... .......­­..... SUFFOLK 11956 Z-10"from the Floor -.---2'-10"from the Floor-_-____-- _ _._Z-10"from the Floor --2'-1 0"from the Floor , NY 2ND FLOOR 511 .......... ................. ............ .............. ....................................... �1%...................... 2ND FLOOR JI SEAL& SIGNATURE:........... ........................................ .............-.......... Y-170 .............. .......... .................................................. t ........................................... OF IVC ......................- ....................... ......................... ...... .... .... ......... ............ IL __1L . .. ............... ................... ....................................... ------- Cj ...................................... . ........... 2 12 12 co .... LU ............... lo Z9 ................ ............................­ ......................................................................... ..............­ ..........................it_ w ............................................... ................ .................................................. 0 A, E:1 Y U_ LU )C CASEMENT 1)CASEMEN 05 ............................................. -0"x 4'-4.......... ----(2)DOUBLE HUNG (2)DOUBLE HUNG--- 13 ...................- 3-10"111- 14'-6'x3'-1 '-O"x 3'-1 3' _O�S 970 ........... ......................2'4'x 4'4�_� x I�11 0 0 2'-6-from the Floor .......... ------------------­---­-­--­------------- 7-6"from the Floor -0"-from the Floor T-l"from the Floor Y-0"from the FI E$sl S r 1STFLOOR ........ ............ ................................,. .......................... ........................................... M-1) ID 1ST FLOOR gy�� r S F-E (1) DOOR (1)FRENCH BALCONY DOORS of - oil hITE LEVEL ............................................. ..... ........ ........ ........ ................ .................. -007T: .............. .......... . .......................6-0' 1 1 - 61, 6 4 SITE LEVEL ELEVATIONS ��� � _�-bra 1/41V 1-091 EAST ELEVATION - PROPOSED DATE: 12/29/23 PROJECT No: Project Number �O2 1/411 = 1 1-011 DRAWING BY: Author CHK BY: Checker DWG No: A202 ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE rh ROOFTOP- ROOFTOP 0 1/2" 23' - 0 1/2" NEW ROOF RAFTERS _ NICK MAZZAFERRO, PE R-49 SPRAY FOAM INSULATION CONTACT: 516.457.5596 EXISTING ROOF RAFTERS FILL CAVITY 100MG W/INSULATION PER CODE BEDROOM 3 I 17 HALLWAY BEDROOM 1 " 10 11 EXISTING FLOOR JOISTS NEW R 30 INSULATION IN THE FLOOR ND FLOOR _ _ _ — REPLACE/REINFORCE AS REQUIRED 2ND FLOOR 8' - 5" NEW EXTERIOR WALL 8' - 5" — � R-20 INSULATION ` LIVING ROOM CC) © LIBRARY EXISTING ROOF RAFTERS EXISTING FLOOR JOISTS FREaA � NEW R-30 INSULATION IN THE FLOOR FILL CAVITY 100MG W/INSULATION PER CODE REPLACE/REINFORCE AS REQUIRED %E""G� 1ST FLOOR 01 - 011 rh SITE LEVEL — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SITE LEVEL -1' - 6" w GARAGE -21 ' ti6 L -- NEW CRAWL SPACE EXISTING CRAWL SPACE EXISTING CRAWL SPACE io p (D CD) NEW CONCRETE BASE SLAB THROUGH NEW CONCRETE BASE SLAB THROUGH NEW CONCRETE BASE SLAB THROUGH ti - `V) O J m BASEMENT _ _ — — .. .. - - — — BASEMENT -7' - 6" _ -7' - 6" 1 LONGITUDINAL SECTION A301 1 All — 1'-01 1 NO. Revision Date PROJECT: WEBB HOUSE 1875 JACKSON ST, NEW SUFFOLK, NY 11956 SEAL&SIGNATURE: :. OF R'E 1 Xr �Fp �O 0510�'� A�OFESS10'0 SECTIONS- PROPOSED 1/4„ = 1 '-01V DATE: 12/29/23 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: Q A301 N O N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE WINDOW SCHEDULE ROOM SCHEDULE WINDOW SIZE LEVEL NUMBER NAME AREA WINDOW TAG MANUFACTURER WIDTH HEIGHT AREA SILL HEIGHT OPERATION 1 MARVIN 2'-4" 4'-4" 10 SF 2' - 6" DOUBLE HANG 0 MARVIN 3'-0" 4'-4" 13 SF 2' - 6" DOUBLE HANG BASEMENT BASEMENT EXISTING BASEMENT F173 SF 3 MARVIN 2'-4" 2'-4" 5 SF 4' - 4 7/8" CASEMENT TEMPERED GLASS 173 SF 4 EXISTING @ 2'-6" 2'-6" 6 SF 4' - 1 5/8" CASEMENT TEMPERED GLASS 1 ST FLOOR GARAGE `i MARVIN BARNYE 3'-1" 3'-4" 10 SF 3' - 6" DOUBLE HANG 1 ST FLOOR 1 LIBRARY 302 SF 6 MARVIN BARNYE 2'-9" 4'-0" 11 SF 2' - 1 0" DOUBLE HANG 1 ST FLOOR 2 DEN 157 SF NICK MAZZAFERRO, PE i' MARVIN 3'-0" 5'-0" 15 SF 1 ' - 10" CASEMENT EGRESS 1 ST FLOOR 3 POWDER ROOM 24 SF CONTACT: 516.457.5596 8 MARVIN BARNYE 4'-0" 4'-6" 18 SF 2' - 4" DOUBLE HANG 1 ST FLOOR 4 GUEST BATHROOM 45 SF g MARVIN BARNYE 4'-31/2" 2'-3" 10 SF 4' - 5 7/8" TRANSOM WINDOW 1 ST FLOOR 5 HALLWAY 74 SF 10 MARVIN 3'-0" 4'-4" 13 SF 2' - 4 7/8" 1 ST FLOOR 6 LIVING ROOM 414 SF CASEMENT 1ST FLOOR 7 KITCHEN 264 SF 11 MARVIN 3'-0" 6'-8" 20 SF 0' - 0" BALCONY FRENCH DOORS 12 MARVIN 3'-0" 3'-10" 12 SF 2' - 10 7/8" CASEMENT 1 ST FLOOR 8 DINING ROOM 144 SF 13 MARVIN 4'-6" 3'-10" 17 SF 2' - 10 7/8" CASEMENT 1424 SF 14 MARVIN BARNYE 2'-9" 4'-6" 12 SF 3' - 0" DOUBLE HANG 2ND FLOOR 15 MARVIN BARNYE 2'-11 " 5'-0" 15 SF 2' - 6" DOUBLE HANG 2ND FLOOR 10 HALLWAY 55 SF 16 MARVIN 3'-2" 3'-51/2" 11 SF 1 ' - 61/2" DOUBLE HANG 2ND FLOOR 11 BEDROOM 1 160 SF 17 MARVIN BARNYE 2'-51/2" 5'-0" 12 SF 2' - 6" DOUBLE HANG 2ND FLOOR 12 BATHROOMI 45 SF 18 MARVIN 4'-0" 6'-0" 24 SF SKYLIGHT 2ND FLOOR 13 BEDROOM 2 107 SF 19 MARVIN 1 '-2" 3'-2" 4 SF 3' - 6 7/8" CASEMENT 2ND FLOOR 14 BATHROOM 2 45 SF 20 MARVIN 3'-0" 4'-0" 12 SF 2' - 8 3/4" CASEMENT 2ND FLOOR 15 BEDROOM 4 182 SF 21 MARVIN 3'-0" 4'-0" 12 SF 2' - 10" DOUBLE HANG 2ND FLOOR 17 BEDROOM 3 206 SF 22 MARVIN 3'-0" 4'-0" 12 SF 2' - 10" DOUBLE HANG TEMPERED GLASS 2ND FLOOR 18 BATHROOM 3 91 SF 23 MARVIN 3'-0" 4'-0" 12 SF 2' - 8 7/8" CASEMENT 2ND FLOOR 19 BATHROOM 4 70 SF 2ND FLOOR 20 TOILET 3 13 SF 2ND FLOOR 21 TOILET 4 11 SF INTERIOR DOOR SCHEDULE 2ND FLOOR 22 CLOSET 8 SF SIZE 2ND FLOOR 23 CLOSET 8 SF DOOR TAG DOOR TYPE WIDTH HEIGHT REMARKS 2ND FLOOR 24 CLOSET 6 SF 2ND FLOOR 25 ICL 5 SF BASEMENT 1011 SF 001 SINGLE-PANEL 2' - 6" 6' - 6" 002 SINGLE-PANEL 3' - 0" 6' - 8" EXISTING GARAGE LEVEL G100 SINGLE-PANEL 2' - 6" 6' - 6" G101 SINGLE-PANEL 2' - 6" 6, - 7" MAIN ENTRANCE DOOR @ GARAGE NO. Revision Date G102 SINGLE PANEL 3' - 0" 6' - 10" G103 2-PANELS 9' - 0" 7' - 9" GARAGE DOORS 1ST FLOOR 101 SINGLE-PANEL 2' - 10" 6' - 9" MAIN ENTRANCE DOOR @ MAIN HOUSE 102 SINGLE-PANEL 3' - 0" 8' - 0" EXISTING 103 2-PANELS 6' - 0" 6' - 8" 104 SLIDING POCKET 2' - 10" 6' - 10" PROJECT: 105 SLIDING POCKET 2' - 6" 6' - 10" WEBB HOUSE 106 BIFOLD FLUSH 5' - 0" 6' - 1 0" 1875 JACKSON ST, NEW 107 SLIDING POCKET 2' - 10" 6' - 10" SUFFOLK, NY 11956 2ND FLOOR SEAL&SIGNATURE: 201 SINGLE-PANEL 2' - 1 0" 6' - 10" QF NE y 202 SINGLE-PANEL 2' - 10" 6' - 10" y 3• M,4 0� q fr t � 203 SINGLE-PANEL 2' - 10" 6' - 10" 204 SINGLE-PANEL 2' - 10" 6' - 10" i n i ii 2�FpA 41°•�0510c'� 205 SLIDING POCKET 2 - 6 6 - 10 �o10ESS►oNP,, 206 SLIDING POCKET 2' - 6" 6' - 10" 207 SLIDING POCKET 2' - 6" 6' - 10" 208 SINGLE-PANEL 2' - 0" 6' - 10" SCHEDULES 209 SINGLE-PANEL 1 ' - 0" 6' - 10" 209 SINGLE-PANEL 1 ' - 0" 6' - 10" 210 SINGLE-PANEL 1 ' - 0" 6' - 10" 211 SINGLE-PANEL 2' - 0" 6' - 1 0" 212 SINGLE-PANEL 2' - 0" 6' - 10" 213 SINGLE-PANEL 2' - 0" 6' - 10" DATE: 12/29/23 214 SLIDING POCKET 2' - 6" 6' - 1 0" PROJECT No: Project Number 215 SLIDING POCKET 2' - 6" 6' - 1 0" DRAWING BY: Author CHKBY: Checker 216 SLIDING POCKET 2' - 6" 6' - 10" DWG No: 217 SINGLE-PANEL 2' - 0" 6' - 10" A4 1 N O N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE SUBFLOOR 2ND FLOOR WALL - - -- ------------ JOIST STEEL BEAM7jr SUBFLOOR NICK MAZZAFERRO, PE '— WOOD JOISTS - 4" DIA MAXIMUM CONTACT: 516.457.5596 -- 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM 1ST FLOOR WALL SUBFLOOR WITH 1/2" DIA. BOLTS @48" O.C. JOIST STAG STRAPPING TO BE ATTACHED TO WALL STUDS @ --- `-- 4" x 1/4" x 8" STEEL TOP AND BOTTOM x 48" OC AND ALL WINDOW/DOOR OPENING JACK STEEL BEAM PLATE WITH 1/2" x 6" ANCHOR BOLT STUDS PLATE (BOLTED TO BEAM) _--- GROUT o 3" STEEL COLUMN (10 KIPS) FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. AND JACK NOTCH JOIST AND ADJUST HEIGHT (WITH A 4" -8" LSTA36 1-1/4"x36" 18ga. STRAP NAILING PLATE IF NEEDED)TO BE APROX. STUDS ON ALL OPENINGS INSTALL 4'0" O.C.AND JACK 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR TYPICAL BEAM DETAIL STAIR RAILING 8" - 16" LSTA48 1-1/4"x48" 16ga. STRAP SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS ALIGNED) co ENDWALL KING STUD _......___.__. 0 0 CRIPPLE STUD _..............._......... ___. ......................... — 4" DIA MAXIMUM SIDEWALL WOOD JOIST HEADER r i FLOOR LSP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER - z � JACK STUDS -- --- � 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS of TO FOUNDATION W/ANCHOR BOLTS co 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER ON BOTH BOT, PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF 1ST FL. CONNECT JOIST TO RT10 TYDOWN CONNECT GUARD THROUGH THE FLOORS TO EACH GIRDER/HEADER ANCHOR TO EA. JOIST ALL OPENINGS LSTA12 1-1/4"xl2" 20GA. STRAP APPLY TO EACH JACK STUD RAILING OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD ......................... METAL STRAP NO. Revision Date ARM BOARD SILL PLATE(S) DBL. SILL PLATE -- -- ANCHOR BOLT EMBEDMENT: TERMITE SHIELD FOUNDATION ...._._.................... SILL POURED CONCRETE: 7......._........... GASKET BLOCK WALL: 15" STRAPPING TO BE ATTACHED TO WALL STUDS @ USE WITH 3x3 SQUARE WASHERS WOOD JOIST —— --- 48" OC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LBPS58) BLOCKING -- --- - �'� - P844 POST ANCHOR FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WOOD GIRDER CONC. SLAB (AS REQ.) �� �.�._--- 4 -8 LSTA24 1-1/4 x24 20ga. STRAP INSTALL 40 O.C.AND JACK ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING 5/8" DIA ANCHOR BOLT 4 STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 1 STORY 72" OC Z PROJECT: 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP INSTALL 4'0" O.C.AND JACK (CRAWL SPACE OR FND) PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED 8" DIA. DECK PIER PER PLAN � ��' _ STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2 STORY AND OVER OVER BEARING WALLS AND HEADERS. o 36 OC CONC. WEBB HOUSE 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP INSTALL 4'0" O.C.AND JACK (CRAWL SPACE OR FND) PIER STUDS ON ALL OPENINGS WALL BOTTOM PLATE TO 1-2 STORY 1875 JACKSON ST, NEW 57" OC �— ° k SUFFOLK, NY 11956 FND. (SLAB ON GRADE) SEAL&SIGNATURE: � cE OF N w r -4 NA F CONC. SLAB �2spo �,5? 6 MIL. POLY AR 1 GRANULAR FILL 0FEs s l o"V' TYP. CONC. FND. DAMPPROOF STEEL COLUMN --- -- -- — CONC. SLAB ---- • EXTERIOR 6MIL POLY ON EXT. WOOD JOIST STRUCTURAL COMPACT FILL x. KEYWAY FOOTING. -' �-- --- GIRDER/HEADER CONC. FOOTING. -- WOOD JOIST ----------.--- _--_---- -.--• NOTES - 1 ,' -- - REINFORCING BAR DRAIN TILE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE MIN. 3" STEEL COLUMN ANCHORED TO SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, 24"x24"x12" CONC. FOOTING SET FIR JOISTS APROX.1/2" HIGHER THAN LVL HEADERS TO TYPICAL CONC. FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS. WHERE NEEDED FOR STRUCTURAL BRACING. III = 21-1 if DATE: 12/29/23 PROJECT No: Project Number L DRAWING BY: Author CHK BY: Checker DWG No: a a SON0 N O N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE 0 0 0 0 0 O FASTENER TYPE: SPACING: THROUGH-ROOF EXHAUST VENTS No. 8 WOOD-SCREW BASED o 0 0 0 0 � 16 O.C. SELECTED AND LOCATED BY CONTRACTOR NICK MAZZAFERRO, PE Gr ANCHOR WITH 21N. EMBEDMENT LENGTH VENTILATION CHANNEL AS REQ. CONTACT: 516.457.5596 No. 10 WOOD-SCREWS RAFTERS \MAINTAIN VENTILATION ° BASED ANCHOR WITH 21N. 16" O.C. --- BLOCKING EMBEDMENT LENGTH o 0 0 0 0 -- 2x4 LEDGER LEDGER ---._._.............._.............__ ' ----- 2x4 SOFFIT JOIST 0 0 1/4" DIA LAGSCREW BASED 16" O.C. f FASCIA ANCHORWITH 21N. GUTTER RAFTER............_..................................................._......_................................ .... . EMBEDMENT LENGTH. -- CONTIN. SCREENED VENT CONTIN. SOFFIT/EXT. PLYWOOD O 0 O O O 0 ATTIC SHALL BE PROVIDED WITH A RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2x4 DF#2 STUDS MIN. NET FREE VENTILATING AREA 1/2 APA RATED SHEATHING NOT LESS THAN 1/150 DIA 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER j GRADE PLYWOOD 3/4"APA PLYWOOD o 0 0 o 2x10 LS210 18 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER (ALTERNATIVE: 7/16" O.S.B.) g SHEATHING o WINDOW SILL 0 O 00 0 0 FASTENER TYPE: SPACIN No. 8 WOOD-SCREW BASED 8" O.C. ANCHOR WITH 21N. TYP. WINDOW OPENING EMBEDMENT LENGTH 0 0 00 0 0 No. 10 WOOD-SCREWS PANEL SPAN EQUAL OR SMALLER THAN 4 FEET BASED ANCHOR WITH 21N. 8„ O.C. EMBEDMENT LENGTH o 1/4" DIA LAGSCREW BASED 16" O.C. 0 0 0 0 ANCHOR WITH 21N. EMBEDMENT LENGTH. MULTIPLE PLYWOOD ASSEMBLIES (2) 2x4 DF#2 STUDS RAFTER CONNECTED RIDGE - TOGETHER WITH STAINLESS STEEL OR WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL GALVANIZED BOLTS W/WASHERS AND NUTS @ 2'-0" O.C. AS PER SEC. 1609.1.2, 2015 IBC & NYS 2017 SUPPLEMENT: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A LOCATION USP NUMBER DESCRIPTION APPLICATION MINIMUM THICKNESS OF 1/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND ROOF LSTA24 1-1/4"x24" 20GA. STRAP APPLY OVER RIDGE TO EACH TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO RAFTER SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4. OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. NO. Revision Date oRAFTER .............................................................. NEOPRENE GASKET —' __ TOP PLATE )ww�\. ROOF JACK - -- WALL STUD ROOFING LAPS -----_. _ FLASHING AT SIDES AND TOP -- FLASHING LAPS -""--""v"---- -- PROJECT: ROOFINS' AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER WEBB HOUSE TO PLATE ROOF JACKS &VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER 1875 J CK NY 1195EW PLATES TO EACH STUD SEAL& SIGNATURE: OF NE Y M v o 2�Fp 410. 057�`�� �? RIDGE CAP OF OFESSiONP�'F SAME MATERIAL AS RAFTER -- ROOFING NAILED TO SHEATHING TOP PLATE — - THROUGH VENT STRUCTURAL WALL STUD ----- --- -- . . NOTES - 2 RAFT S PRE-MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OF ROOF LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING 4" -6" RT10 10-3/4"x 18ga CONNECT TO EACH RAFTER 1wl _ 21-811 MIN. 1-1/2" FROM TYDOWN ANCHOR PEAK TO ALLOW 6" - 12" RT20 21-1/8" x 20ga CONNECT TO EACH RAFTER FREE AIR PASSAGE TYDOWN ANCHOR DATE: 12/29/23 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: Q S0020 N O N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE P P P 1 2 3 VTR VTR VTR NICK MAZZAFERRO, PE ROOF J+L JAL JAL CONTACT: 516.457.5596 r--------------------------—T------------------------------------------------r---------------------------------------;-----------------------------------7 1 I 1 - - - - 2" - - 4 -2-- - -2n - - � 1 r - - - - -2n-- - - -r- ---2n- - - � — n - -� 1 r— " - - - - T - - . n- - - �- -2n- - - - - - -r - - -2n- -r - - -2- 2^-- �� _ 2 - - - - r — 2 2 2 -T — — — — —— — I LA-1 ' LA-1 I I I WC-1 ' LA-1 ' LA-1 WC-1 1 I ' I WC-1 1 I 1 WC-1 I 1 1 I , I I I , I 1 LA-1 1 I I 1 LA-1 I LA-1 I �f I '�f I `v I I '�f I I I � I I Iv I I I I I �.✓ I �,✓ I I I I W 1 � I I 1 I I � I I I I I � I ._.-, SH-1 I I BT-1 I I 1 BT-1 I 1 SH-1 I , s-�, 1 I BT-1 1 SH-1 12ND FLOOR II �1 1 L ------ �.,. �' _-- �`-----�---- 1 3 ,.__, �----�---____-- I CO I I. ..2n.__—S._.—. 2n_ __ ?_3n _ _E.__ .3 �2n —�I I CO I CO 3 f I COI 2n 2n. 3 3 3n. 3"— 2 t` —2" 2 I CO n._._/ — ._....,-.. n..-....—.�—._...—__ n n._... _.—...._._I._____ n_. `�i 1 lJ I ...._.__ �—. _..._—.. .,—..._...-..,..._-... n�_�_l�_.___........__ ._..__. n._._..\q' � i -2"-- -- - ; - -2n- - - i - - -2"— _�- _ -2n. - - i- - -2n- - i ►- -- - - - - - - -- --2"- - - I I I 1 I I I I I I I I I 1 I I I I 1 i LA-1 I WC-1 1 I WC-1 1 LA-1 WM ' S_1 1 DW i 1 1 SH-1 I 1ST FLOOR i r-------------------------� --- — L_ ---- ------ --------- ---�,_.-;------ r--------------- N------------ ------------------------------------� I COI 2 2" 2 3n C_— n _ .._.. -._ _2n. I CO p I._.— n� .—..—.. -� n J L I 8 CO I I..-2n •1n..................a,. _,._....,..JIn....._.......,_,_.,...-._.,...,�I CO t I ([ I I ` I I I I I E I I I I I " I ,BASEMENT_ -----------------------------------------}----------------------------- ------------------- ----------------------------------------------------------j I TO EXISTING SEPTIC SYSTEM HOUSE TRAP- SANITARY RISER DIAGRAM A402 1/411 = 11-011 NO. Revision Date PROJECT: WEBB HOUSE 1875 JACKSON ST, NEW SUFFOLK, NY 11956 SEAL&SIGNATURE: OF W > y0 0 �Fp °• 057��'� �aa' AROFes S I ON P� RISER DIAGRAMS 1/411 = 1 '-0" DATE: 12/29/23 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a A4020 N O N M N ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE 47'7 7/8" 33-3 7/8" 12'-4" ... ... 2'-0" NEW FOUDNATION FOR CRAWLING SPACE TERRACE LINE ABOVE NEW 8" DIA SONOTUBE NICK MAZZAFERRO, PE (SEE DETAIL S-100/2) ON 2'-0" X 2'-0" X 1'-0" FOOTING T-0" CONTACT: 516.457.5596 _ .. _. __. . BELOW GRADE A . — ------------------ A- Lu I . I I + ' I .. I CV .... .. .... M TIE NEW FOUNDATION WALL NEW CRAWL SPACE EXISTING FLOOR LEVEL_ ADJUST AS TO EXISTING WITH REBAR#4 NEW 8" DIA SONOTUBE NEEDED TO DOWELS IN FOOTING - - i ON 2'-0" X 2'-0" X 1'-0" FOOTING T-0" MATCH AND MASONRY WALL I BELOW GRADE GRADE .. ................. . NEW 8,� X 16 ... ............ ....... i " NEW ACCESS T-0" X T-0" I FOUNDATION I CONCRETE ---- I BLOCK WALL _ I 0 EXISTING ---- FOUNDATI N 1 #4 REBAR 48 n . 'I .... .. I W M i M : ... O z I NEW 8" DIA SONOTUBE EXISTING CRAWL SPACE I I ON 2-0 X 2-0 X 1 -0 FOOTING 3-0 . •. ` I BELOW GRADE ' EXISTING ACCESS ti 3" DIA co bo 1 4„ — 3000PS1 W/2 -5# REBARS I I I _ I Lu EXISTING - ' 2 NEW FOUNDATION FOR CRAWLING SPACE OUTDOOR NEW 8" DIA SONOTUBE _ ENTRANCE TO TIE NEW FOUNDATION WALL �00 1 11 — 1 -0 11 ON 2 0 X 2 0 X 1 0 FOOTING 3 0 REMAIN TO EXISTING WITH REBAR#4 I BELOW GRADE DOWELS IN FOOTING AND MASONRY WALL i ———— ---------------- — co m "-I- EXISTING FOUNDATION NO. Revision Date TO REMAIN NEW 8" DIA SONOTUBE EXISTING ACCESS BASEMENT AREA) ) ON 2'-0" X 2'-0"X 1'-0" FOOTING 3'-0' _ BELOW GRADE EXISTING CRAWL SPACE - EXISTING CRAWL SPACE FOUNDATION - PROJECT: (ALL AROUND) WEBB HOUSE 1875 JACKSON ST, NEW SUFFOLK, NY 11956 SEAL&SIGNATURE: bo Of N zo �' ,J•M '2? �S'ii r — _... - . G r! O to PROPERTY LINE^ ........... REPAIR FOUNDATION MASONRY WALL ssio�AL IF NEEDED 16'-9 5/8" 16'-61/4" ........ _ ............ ...... L ..... FOUNDATION UNDAT 33'-3 7/8" ........... L _ _ PLAN As indicated FOUNDATION PLAN DATE: 12/29/23 �00 1/4" = 1'-0" PROJECT Project Number DRAWING BY: Author CHK BY: Checker DWG No: a S1000 N O N M N C)o ��)o AssL<i-Eo Rs / I- 1- / � L E DF&EN ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 UP 0® These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection Includes but is not limited to the overall form as well D04 W104 W103 W102 v212 211 W210 l209 W208 U207 as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. 105 DINING BEDROOM#3 BEDR00".7#4 wios ROOM UP NO. ISSUE DATE wios 01 AS BUILTS 12.23.24 LIVING io7 ROOM CLir TERRACE wios KITCHEN � _ o wa13 BATE-100" w2o5A #3 BATHROOM#4� PAWKY FRIDGE W214 w D all e CLOSET o I 1 1 I I 1 I 1 UP i i i i HALLNJAY UP4'— RED ARC DN HALLIR'AY i i i 1 DN BATHROOM#.2 a I I I . o EXTERIOR DOOR SCHEDULE SIZE PR 202 �v2o3 ED# TYPE UNITSIZE(WxH) R.O.(W%H) NOTES FIRST FLOOR W215 BATHROOM#1 01 SWING 2'-10'x70' VERIFY W.MNFR. F/XEDSIDECIGHTS 919 O02 SWING 0-10'x 7 0' VERIFYW..MNFR. W109 03 INSWING FRENCH 5'43/4'x7-0" VERIFY W.MNFR. IE19 (��5 E•NICE, 04 INSWING FRENCH 5'-10'x 7 0' VERIFYW.MNFR. U•19 �� �� 0; n� vtzls w�2o N� 0 GAS FIREPLACE W 117 W110 DEN �Bzcnc WINDOW SCHEDULE s 9TF OF4NV ,lo�� LI6RARY BATH DEN SIZE I.D. TYPE SILL HTA.F.F UNITSIZE(WxH) R.O.(WxH) NOTES BEDROOM #1 BEDROOM. #2 FIRSTFLOOR W101 DOUBLEHUNG 3'6" 5.9'x 4'-21/2" VER/FYW.MNFR. U-19 B�# 50030 O W102 DOUBLEHUNG 2'0V2" 2-6'x 5'-21/2" VERIF W.Y MNFR. U-19 W103 DOU 2-0 BLEHUNG 1✓2" 25'x5=2112' VERIFYW.MNFR. W9 W104 DOUBLEHUNG 2-0112" 26'x5'-21/2" VERIFYW.MNFR. (L19 W105 DOUBLEHUNG 2-0112" 2-6'x5'-21/2" VERIFYW.MNFR. L119 W106 DOUBLEHUNG 2'OV2" 2-0'x5'-21/2" VERIFYW..MNFR. U•19 E B B W11s W107 DOUBLEHUNG 2'0112" 25'x5'-21/2" VERIFYW.MNFR. U-19 W108 DOUBLEHUNG 2.0112" 2-6'x5'-21/2" VERIFYW.MNFR. 1L19 HOUSE will W109 DOUBLEHUNG 2-0112" 2-0'x5'-21/2" VERIFYW.MNFR. U19 W114 W110 DOUBLEHUNG 2'OV2' 2-6'x5'-21/2" VERIFYW.NAM.. 919 1875 JACKSON ST 1> W111 FIXED 4-101/2" 4-0'x2-31/2" VERIFYW.MNFR. 919 F:F= 177: W112 CASEMENT 35' 2-8'x38V4" VERIFY W.MNFR. U19 NEW SUFFOLK, NY 11956 Fo- W113 CASEMENT 3L5 2-8"x3 81/4" VERIFYW.MNFR. IL29 W114 CASEMENT 46V2' 2-5'x3',81/4" VERIFY W.MNFR. 919 S.`i.T.M. # 1000 "' 117 9 ^' 14 D01 112 N113 W115 DOUBLEHUNG 4'-3.2,/2" 1_g"xZ7" VERIFY W.MNFR. 1L29 W116 DOUBLEHUNG 2=7V4' 3-0'x4'53/4" VERIFY W.MNFR. U•19 W117 DOUBLEHUNG 2L71/4' 5.9"x4t21/2" VERIFY W.MNFR gi9 SCALE: 1/411 = 1'-011 SECOND FLOOR W201 DOUBLEHUNG 3'-3" 3-91/2'x4-5t12" VERIFYW.MNFR. 919 DATE: 12.23.24 W202 CASEMENT 4VO3/4" 1-3"xT-10" VERIFYW..MNFR. IL19 W203 CASEMENT 5'-23/8" 1-5'x2 6V2" VERIFYW.MNFR. U-19 W204 CASEMENT 0101/2' 1-5V2'x4'-21/2' VERIFY W.MR. U19 DRAWN BY: Z.E.N. W205 DOUBLEHUNG 2'-101/2" 2-11"x4-2112' VERIFY MNFR. IL19 W206 DOUBLEHUNG 2'-101/2" 2-11'x4'-21/2" VERIFY W.MR. U19 W207 CASEMENT 1'-111/2" 2-11'x4,8" VERIFYW.MNFR. U19 W208 CASEMENTPIC711RE 1=111,/2" &101/4"x 48" VERIFY MNFR. 1L19 W2091 CASEMENT 1'-11112" 2-11"x4 8" VERIFY W.MNFR. V19 W210 CASEMENT 1'-11V2" 2-11"x4;8" VERIFY MNFR. U-19 AS .BUILT W211 CASEMEWPICTYRE 1'-111/2' 5.101/4'x 4 8' VERIFY MNFR. 919 W212 CASEMENT 1'-111/2' 2-11"x 4�8" VERIFY MNFR. U-19 FLOOR PLANS W213 DOUBLEHUNG 2'-0" 2-11'x5'-21/2" VERIFY W.MNFR. LL19 W214 CASEMENT X-21/2" 1-6'x4'-0" VERIFYW..MNFR. U19 nn W215 CASEMENT 3'-21/2" 15"x 4.0" VERIFYW..MNFR. U-19 W216 DOUBLEHUNG 2'0" 2-11'x5'-21/2" VERIFY MNFR. U-19 NOTE: *CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS. *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. :Ln *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF -71--1- -1!JJ!111!r ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 k {+T - f - - These plans are copyrighted and are subject to copyright -- - - - - protection as an"architectural work"under Sec.102 of the - - _ I_ - --_ Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well -- -- - -- as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary e0000r ^II compensation to ZEN DESIGN LLC. - Jj —ILIL 204 (21 9 2 0 2 1 LALIFIF] I M IIIIIIII - -- - - NO. ISSUE DATE 01 AS BUILTS 12.23.24 L J (Eli,i M on DO E ii3 NORTH ELEVATION WEST ELEVATION - T -A I ARC, -f-�- - Q o - OT1 IT F NEB —� �_ - -� , a - r r _ B 50030 - r = WEBB LL Ll 11 1875 JACKSON ST NEW SUFFOLK, NY 11956 S.C.T.M. # 1000 117 - 9 -- 14 SCALE: 1/ 11 = 1'-0° I DATE: 12.23.24 EAST ELEVATION SOUTH ELEVATION DRAWN BY: Z.E.N. SCAIE.1/4•=1'-0' AS BUILT ELEVATIONS