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HomeMy WebLinkAbout51859-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUIILDING 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#: 51859 Date: 04/22/2025 Permission is hereby granted to: 150 Baywater LLC 11120 Main Rd East Marion, NY 11939 To: construct additions and alterations to existing single-family dwelling as applied for per HPC approval. Premises Located at: 150 Bay Water Ave, Southold, NY 11971 SCTM# 78.-3-22 Pursuant to application dated 07/11/2024 and approved by the Building Inspector. To expire on 04/22/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $869.00 CO-RESIDENTIAL $100.00 Total S969.00 Building Inspector e TOWN OF SOUTHOLD—BUILDING DEPARTMENT m Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 .` Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnv.p-ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only L r r r J L 1 V 202 „N PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete, BUILDING DEPT. applications will not be,accepted. Where the Applicant is not the owner,an TOWN SOUT1101 Owner's Authorkaition form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- Project Address: 1 C s oc))� c Phone#: `" .,� _(� Email: Mailing Address: CONTACT PERSON: u(Nj Eli tern Mailing Address: 77 .w .w, "3 Email: Phone#: ... DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:. Mailing Address: - w ... J —, V Phone#: w .. _ .. .. .... . al w � DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure iiAddition OAlteration ❑Repair ❑Demolition Estimated Cost of Project; ❑Other Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? [6es El No 1 PROPERTY INFORMATION Existing use of property: i' Fintended use of property: crilte Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to this property? ❑Yes °CVo IF YES, PROVIDE A COPY. El/Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all appOcable 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 220AS of the New York State Penal Law. Application Submitted By(print name): co(lv5 6V(j z-)w m b Authorized Agent ❑Owner I [,/ Signature of Applicant: °I ... w_ �, Date: _ ) —2 l CONNIE D.BUNCH b Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14, � i ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20 I+J Notary Public PROPERTY OWNER R AUTHORIZATION (Where the applicant is not the owner) 1, V(--(M) residing at .a�i�1 do hereby authorize to apply on my behalf to the Trpwn of Sout old B;ufwing Department for approval as described herein. � , . Owner's Signature ate Print Owner's Name 2 N�k'W. M1 fT dr. Scott A. Russell — �ASTORMWA SUPERVISOR r G� 1��[A\%.NA Gr]EI��I[]El��[� SOLMHOLD TOWN HALL-P.O.Sox 1179 SM5 Main Road-SOUTHOLD,NEW YORK 11971 xa Town of Southold r"M CHAPTER 236 - 5TORMWATER MANAGEMENT GEMENT UVERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - — -- -- APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: C1 Cy OW, ..__.. Date: Contact Info-oration: Property Address / Location of Construction Site: l 9hy 1 K 14 wove S.C.T:M. #: 1000 District Section Bkock Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' - Area of Disturbance is less than I Acre No S.P.D.E_S. Pirm i is Roc utred Project does Not Discharge to Waters of the State. No S.P.D-E.S. Pernt;t is ReQuired! - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MOST OBTAIN a S.RD.E.S. P�ern-iit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildinq Permit, - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P D.E.S Permit throe h the Southold Town Encineerirm Degartment Prior to Issuance of a Building Permit.. r Reviewed By: Date: FIRM 0..qM(-P-Tl)C nrrnhPr 901Q c e ; ve4 1o7 � 3� � SURVEY OF1 'F PROPERTY ` N r SITUATE TOWN OF SOUTHOLD .'w 0— SUFFOLK COUNTY, NEW YORK s TAX No, 1000-07800-0300-02200 h SCALE 1"=20' MAY 19, 2023 AREA= 45,921 sq, ft. 1.054 4 / "� Tax Map Lot 23 N/O/F of HUGO ,,' I,,Ms• .�B y_'- GARCIA 'Dr '•F;n ' VILLAVICENCIO °°. Tax Map Lot 22 W . rr' Tax Map Lot21 N/0/F of PHILILTP 2,4 P sg..,;0A CILIO w0l mr Tax Map Lot 21 N/O/F of Q STEVEN PAPESCA ry " A 125.20 6� Tax Map Lot 20 N/O/F of .� PHILIP CILIO N a w s�Y Tax Map Lot N/O/F of 30AN M MCTAGUE try, AERIAL LAND SURVEYING, I.P.G. mot �A � nA ax r•Au�nr rxnmc wr n z wry ,skgay,W IINAF ewxxmt TANrwr"" to C, PNONC: T,r3^5AA•AFM7 E—NML WMMd'TwW6'kM4k.�',MP9WFR'NY'dttIC,GKYN arc: ac rrwreAua�eAwuwwlv�rervec,craN Y}15IXICIC't^:9000 LOT:022.000 BLOCK:03.00 'SP."�OFION^O7B.00' r n ws� xmu m e®�m a�mxr uw rismc No p FW,F No,: N/A m:nv, LECEND MAP OF: "NOT ON A FILED SUBDIVISION MAP' w TITLE NO.: N/A — OVERHEAD UTILITY WIRES N" MAP FILED DATE: N/A 14, UTILITY POLE COUNTY TAX MAP ID: 1000-07800-0300-022000 SITUATED .. TOWN OF SOUTHOLD CONC. MONUMENT SUODIVOSION MAP LOr AI BCIOCK 5 N A EM ELEC. METER i, n�narr Aurn a:" ismw1k 3 1CYE3 v` ., OAw :rr ray,mail PROPERTY LOCATION: --7Q TOWN OF 50UTHOLD REFERENCE 5TANDARD5 ` 1�� �"� GEOGRAPHIC TABLE DESIGN REQUIREMENTS FOR COMMERCIAL AND RESIDENTIAL PERMITS 150 BAYWATER AVE 2020 NY5 UNIFORM CODE MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS ALL INFORMATION AND SPECIFICATIONS SHOWN WHITIN THE5E DOCUMDIT5 REFLECTS NORMALSOUTHOLD ,I" ES E FOLLOWING PUBLICATIONS ELEVATION LAST WINTER SUMMER ALTITUDE INDOOR DESIGPJ HEATING TEMPERATURET '�'^' -' _'..' ,>„. :'�« '� � NY 11971 BUILDING PRACTI.,ES AND REFERENCES THE �yEM � = - , � TABLE R301.2(I)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HEATING COOLING CORRECTION DE51GN TEMPERATURE DIFFERENCES.; FACTOR TEMP COOLING '�;` r,..;,�by� �h.'' }i��;''"`:r`�;_;..'� i".� ,;;;..Yw:«."'S. •BUILDING CODE Of NEW YORK STATE 2020 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR MEAN :''•. S- .-of"c:si:';::`y,S"-,s_:,rv','^s-,•..'«._,'�,.»..,.,«?1'L' *M''''" .,I.. `i '`q, t 105 FT 41' N 15'F 8G°F 1.00 70°F 75°F 55°F a •RESIDENTIAL,CODE OF NEW YORK STATE 2020 5NOW P N WND- RrJ E RIs DESIGN WEATHERING FRosT LINE TERMITE DESIGN BARRIER HAZARDS FREEZING ANNUAL SPEED TOPOGRAPHIC SPECALW D BO DB D INDEX TEMP s<:,# , ._.-< + .•:rv,s,�� ,. LEGEND: LOAD (MPH) E,FECTS REGION ZONE CATEGORY DEPTH TEMP REQUIRED F v"� •fie ' :-::f. :., , !L ,::,; , ;. •FIRE CODE OF NEW YORK STATE 2C20 COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY �<. ' ,,. .'. ;.„_, r x.,.:;'..; ,Cht ?.I a ,b a a'ri,;,,• ' •AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION DIFFERENCE HEATING COOLING ~ >i'` ,, .. kis 30 NO NO I MILE FROM COA5T AND B 5EVERE BOF 3 MOD TO 5EE YE5 CALL THE PLANS 539 51°F r , . $ s k " •' 5 - lE ';';' 'r" a - } MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 WFCM 20 VULT FIRE I51AND FT BFG HEAVY BELOW ExAMINER5 OFFICE I I° FT 15 MPH 7.5 MPH 72° F MEDIUM(M) 40% 32 GR @50%RH ;: :mot "'•.�', r, �';"�:, ''�",::'�..'®' °'"�;'` ,_ •ENERGY CONSERVATION CONSTRUCTION CODE 2020 },t'`.9:?r' I:x.;•''.r kt 4'' Wro':-�.... i` ,�.a>n' "ff4:oi Ki'•'+,:v'�L,3t+"�'iY I h-'¢, :,"`�`.4' :F'�� .;.v:.„.•.wv�.:r cy.,.�,', _ 3'" :.,w;,g.dx"�''.':9s..r k ENERGY CONSERVATION CONSTRUCTION CODE EXISTING WALL TO REMAIN - p •,� �',: t .. . N!,. �t',^i,,'.•�.p,'�v' d i�`x-;a°i.-,:k;?5y':'pt° �"'"��'^"R`'`'��i.,,_. ''A''�°�,;;p .'S�K���,' :t.>a w,°5'%r'�;i r*az'��.��i�'�;y�,c5�,"�"'��>���•'r.�a THE FOLLOWING SHOWS COMPLIANCE WITH ECCCNYS REQUIREMENTS ON A � AVENUE COMPONENTPONENT PERFORMANCE APPROACH(AS PER ECCCN,S SECT.402.I ItSECT.502.I BAYi�/ATE I EACH OF THE FO-LOWING COIJSTRUCTION METHODS ARE ACCEPTABLE AS PER U 2 2II IEXISTING WALL TO BE REMOVED .THESE REQUIREMENTS AND ALL OF THE BUILDING COMPONENTS PRESCRIBEDON THE PLAN5 COINCIDE WITH EACH �I2 OF THESE METHODS. ' `�47 38 00 E NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD ,i;;,.. .•mot; � ;"��;::. .-::•, ram,.,,,:.� ``## � 'a ;'"x; ''`=` ate '> y -Know STUDS @ 16"O.C. I/2"GYP. BD., 3 I/2 m`f.� *ro ,Xr'1.�-"y�9 .,r^'";. .✓•".:.'^ �',.e..ex; ,,�`, %�>+✓.a,$48,f/, f FIBER GLASS INSULATION WITH VAPOR BARRIER(K-13) BETWEEN WOOD STUDS BUILDING PLAN REVIEW NOT - - - - - - --- - - - - - - - --- - - - - - - - - - - - - r n"?"` �.Yry>.,:"„';y,' '„`r:. °�`d',Mt'''. '"*M+*:a, MR'"•4,-,.. '" x t ., ;','` 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING - _ `" " "'�.`.:,""Aa 4 PAPER AND VINYL SIDING FINISHED, 7 A TOWN OF 50UTHOLD V J - P I NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL I tFa' ..,:�'�}p;`$�?e? Y�s.,.�''..�:ka��'X"•,d�y-;l aip;".^'a'' .;¢d•�:'d,'y;S {'L�; {, �...=�F '41Tr,='«'�` 35 , 00' k ,BUILDING PLANS EXAMINER HAS REVIEWED I I ' ��" � �r � � ,y y.r II P2 ;,, - �'�; �`���_:.�, :� 'r,: � �, � `� � �"��. :, PARTITION CON I T N 0 - �°: ' ;� � .�.�§; � t: a. �:;� ��;,,;' ;: ;;, �::: S S I G OF 2'X 4"WOOD 2 ' 1',`§�r?` �ti";-�,hs�;;8•:$,,..��;rx''"�<'';, ,`;�'�R;�,,?�<.,��,., �.;n,=3�.. "'^��'�xr4N+;r ;¢tik�? *. •,,�>�,',�` THI5 DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL 5TUD5 WITH TOP AND BOTTOM WOOD "';��' �" r<'�•y,=t��``'?' '}`�''�,'`r�.'y:�,•�,I`•�uwli;"r:-"��,�:- ...},.,'.,,"nv;",-"s.1'C"?�3�'r "'"r-.?'`i'�,-°`", C I 2 7.4' - - II P 2 s, v: ' / REQUIREMENTS CF THE TOWN OF 50UTHOLD AS 1 I _ � �� �� ,� �° ,I '�"�' �` � ��`�'` ��� :_" �� '���° � °" -' RUNNERS AND ONE LAYER OF 5 8"THICK SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF Z GYPSUM BOARD ON EACH SIDE. EX A - I � ISTI \Iv ,�� _�, � , ' :`,; : BS CAL#301 GO SM NG , \ \ - NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH I \ A a , ;- a 0.. s I ��oUS \' - .tag .rr „�" ,;;; E \ .;:',:�k:,� ., _ �, . .,x�:' HARDWIRED SMOKE DETECTOR AND CARBON THAT CODE. THAT RESPONSIBILITY IS GUARANTEED UNDER THE - # I - < ;« 4 ,,v V ° >l' SD O MONOXIDE DETEC TING CTING DEVICE, SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED �•y ' "w_ s .: PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE IS 75 CFM MH EXHAUST FAN rn ':.q.�• ,��*�';�:.�. �=ram,.� -:, �', ,.�,:=',� f`,� �✓°'- INTERPRETED AS AN ATEESTATION THAT TO THE BEST OF THE I - - " ® (WHERE 15 REQUIRED) LICENSES BELIEF AND IN THE WORK IN THE w ----- _ BACK-- SET�ACI� 50 SET AC KDOCUMENT: O50SET ---------- ------ --------------------------------- - --------------------------- z;._.. , ,ter, � �.,,.��^�,. - � P5 �� "' �, ,<,:I ': `:v ,"" EXISTING DOOR /� ' N €:2-15 ACCURATE, �r,7 1 �yrrt}t" + t,- ��0: Wei _ w fix�k .Y ;sd.. L. ;s,%>y``•s., Yy'q? fir CONFORMS WI I H GOVERNING CODES APPLICABLE AT THE / Wow, \ :�: - TIME OF SUBMISSION, CC I3 NEW DOOR CONFORMS WI 1 H REASONABLE STANDARDS OF PRACTICE }:.::::;::; :`I. .I : AND WITH VIEW TO THE SAFEGU A NG OF THE HEALTH RDI I _ yQ �PROPERTY WELFARE �v ti PG .. REVISIONS S I ONS , : P NEE EN H 0 SEI /. •., 15 THE ES 0 JSIBILITY OF THE LICE S --n R P i I I; I Y II y� :i .� 0 /0 /2025 Wl­ 5 I T E I N f O rZM AT I O N ZONING : / _ K RESIDENTIAL BUILDING P4 ¢/ ADDRESS: 150 BAYWATER AVE, 50UTHOLD, NY 1 1971 /T ��" GREEN DESIGN x��sla, �y,n` '�.',. fi+: y>, 'Yr' a j. TAX A �. J.:F M P 22 �I'OOC 07800 0300 0 00 ;'1r� ARCHITECT BRIAN NN I L i .��,� 0 CO 0 R fir° ;:.p,;�; p a"9° 1 a 5 t. �•/: t�.. .S JiD( y{i C' a µ. ,y 9. :0. k :;J": {{jj AREA: .�4 21 .F. I . A z. R 5 9 � 06 C g 7 t. _ 1 N. WINDH R T V �� x� :�` 30 0 S AVENUE X x - ,v{ l x. .S t♦ 'r..a:%r.hy» j: f• _ ETH PA B E NY 11714 G TE 'S +," •i" }$}ram NO : z ? b` c� , a e 3y vb: ro / s,i; �' A �`ys'A'�'�T•:. �F `^� .Fir. , :''�fir. I ..� ?� ..,".,.��_�• ,,:-y...5�yr„ �- a ,!yra.✓ rzx , (516) 476 8168 PLAN FILEDF I INTERIOR ALTEP TIONS Of AN EhI TING BUILDING Crowen aoI.co m --mow^+.,. � ..p�..., �t'?a''' f: � $Z+,._�»_�::..m�..e.*; ',a��d' P, .F'a' �-H:"�"»'��' k. �"�t s.',rt. ., NO CHANGE IN USE OCCUPANCY OR EXITS. u - + �� HOPE DRAFTING W. �` �_a & ter,, ' `' 4 ,; utlEXPEDITING SVC LLC. SCOPE OffWORIK: , q 1h a ; ��m =gt 3M "I BEATRIZ E FIRPO PLANS FILED FO'R INTERIOR ALTERATIONS OF AN EXISTING BUILDING 125 CORTLAND STREET :.' +=�:sw�ea^.S _ •�°'" ."?,.:s:.e;91"'.,' .{ .z,;:R 3 "!r �r a�h,'e,,+.;'n'..s,,` ., u.'},;, = COPIAGUE, NY, 11726 UNFINISHED BA,�EMENT: CHIMNEY REMOVAL NEW HATCH ACCESS. _ �� �° "s��;s: " •=.w"' ��:�•�...�j��" # :<�'� �• *5°l.' ,�,,,ryf�a ' .�..a <`S,k'.a, -" ..�,r a.n , .vy��,.'•• � d*.c yy e�,Ys' �', w�:l 'j,+•�'.. jeln:'-'.�j.w,..�.i6i> >�' i:y tZ`i�"*'+.5. _ N�uk��s�i �,psnb .3,'i,��g :�'•4i W�'' t•. .,�..; .,.E;+,:,::` ':�rY:;'"�.�`;" ,3..J: - '!e.,"M"�"":'-3,<`:•'4gj.'.�. 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'y.+ F't,i,�d" ,.°h.'.(3>' - "+r ,,.L i,.tr,.�, .tr..ys't, '...'.�. .,' ''.;✓'3�"-.L:'!A^.a.F^ .!S.f:�' ',a�" "ttr','... 1i _ i..;,y 3':»^i.': gad,, G,xr^::i,�`P.,{t.t..'��SSm-Gei°-'�,4'•. .E .: j,..ni.:,.�.; - ,,;�;,r. ,�'�2. ..�.� =�_ � � -/.. .�. w4. .�::� '.� �:.�;- ��"�::t.,..�., �=:` �'4 �� 631 575 6254 �'..y.".r:r&^' ��'�:` e �'' `.s} rt' b.>, �?'•*r,..., �a 6:.,i?,"„ SS�r�:,^st;;,•.,.- � ),_ I N r,w., yy u;'�. a�:. `w .,y h -„�„i.'�. i°n'°$,,:a.. «Yt, y?F' ,V:«,.a,• s,- .;s, ,'v,.*ftr,y.: _ x?s',. t 's?��'ttA:� �,Sr, fr,.�+,+' `.{«,r•'- €,..�.� ::i�.7:;wx�- r„i� ;�,:;.,�.5 �£*, FIRST FLOOR: R_MOVE STAIRCASE KITCHEN REDESIGN NEW MUD ROOM, ^;mow.,,. ...x, , •`•> te'�'",.:x.;.':;i%"�'?. ��. �a>',,,.,•a- zw� .:J�..,r''•' <':�'6.:,.�'s '';x`,:,:,.;'ri�'e,�d: NEW GREENHOUSE, COVERED BRICK PATIO EXTENSI N. � i (917)251 -7614 C,c, �"-, v.'"' ...r.,,, -"'S.`,•:3," ;:fir-�'�; .�" �".,>A ,+.+;,,t,<�„ st:>",;�'..��;.r, •T. �,,. 1 z ;;" Y J'� :a»rv� ..?'�'^,:,;�: n yN d�.r, 'F"...r,.i,'$, «"'„ rs'° •: �, / .> L� ";�,�;.`,�5', '�,�°.��*.03,��,w,`.l�.:h-d�`yf� �°;?rv.�'�.:: •„'�y'r %��„`^,'�. ;';k '�,"r"r F. :�„-7. .� �;�,�k^'w' ,s.:<°a a;�;'�.;f.i'..' ,:,., .,�„�,.. ,,«.d : •. :�„-'..;�t'J,'..,; c�?3D. g �.. ?�•:j. ;: ,.�:�.s`4��'�'�b�,g ,t,_��r ,>� PL,L•;'���`.:;;:;..,. � .ro':y,,�,,,z,rm""., .mF:'�,.._:=?�°;:�",<k':'Y-�.<a:.nx1'A'.: SECOND FLOOR: MASTER BEDROOM AND BATHROOM REDESIGN, I SEPARATE PPLICATION .« , , .n.-,~ r..x . �t.?' : ' . ,< . hopedraftingsvc@gmail.com RAISED ROOF A'50VE MASTER AREA. N j P5 PG P7 DRAWING NAME: DfZAWING LIST 6� PLOT 1 gRN\�o OT PLAN ZO-100.00 COVER SHEET, PLOT PLAN, SITE INFORMATION, PAGE I SITE INFORMATION SITE I N f=O KM AT I O N O I N-100,00 GENERAL NOTES PAGE 2 _ - I STAMP A. /E. : DATE: A-100.00 EXISTING BASEMENT PAGE 3 PREMISES: 150 BAYWATER AVE, 50UTHOLD, NY 1 1571 CLASS: ONE FAMILY YEAR ROUND RESIDENCE ' A-101.00 EXISTING 15T FLOOR PAGE 4 �FtEDAq TAX MAP : 1000-07800-0300-02200 TIDAL WET LANDS: NO LOT AREA: 45,921 5.F. SECONDARY ZONE: NO I A-102.00 FISTING ROOF PLAN LAND USE : LOW DENSITY RESIDENTIAL- I FAMILY FRESH WATER WETLANDS: NO \ / A-103.00 EXISTING ELEVATIONS PAGE G ZONE : R-40 COASTAL EROSION HAZ.: NO S, 0 N ACREAGE : I .OG � `\ , A-104.00 PROPOSED BASEMENT PAGE 7 4c00// iA-I OG.00 PROPOSED SECOND FLOOR PAGE 9\ / A-105.00 PROPOSED FIRST FLOOR PAGE 8ALLOWED EXISTING PROPOSED < �/ \` DRAWING No: / LOT AREA 40,000 S.F. 45,921 S.F. NO CHANGE O � � A-107.00 PROPOSED ROOF PAGE 10 LOT WIDTH 150' IRREGULAR 222.20'-125.20' NO CHANGE PLUMBING WASTE DIAGRAM \ j GAS RISER DIAGRAM LOT DEPTH 175' IRREGULAR 314.44'-23G.70' NO CHANGE \, - FRONT YARD 50' 157 NO CHANGE \�\ j O A-108.00 SKY PLAN DIAGRAM PAGE I I • PRIMARY FRONT YARD 50' 51' -1 1" �a �OU `\� ' ry' A-109.00 PROPOSED ELEVATIONS PAGE 12 DATE: PAGE No: XI�/f 12/ 11 /2024 1 OF 20 SECONDARY FROt`1T YARD 35' NO CHANGE A-I 10.00 PROPOSED ELEVATIONS PAGE 13"a \� � A-I I I.00 BUILDING CROSS SECTION PAGE 14 51DE YARD 15' 24'7" 2910" 20 DOB STAMP: BOTH SIDE YARD 35' 1857 143' FLOT PLAN A-1 12.00 BUILDING CR055 SECTION PAGE 15 REAR YARD 50' 191, 171' A-1 13.00 FRAMING DETAILS PAGE I G I NAILING SCHEDULE LOT COVERAGE 20 % 9.5 % 17 % SCALE• I VT5 CONCRETE SLAB- FOUNDATION BUILDING HEIGHT 35/25 20'G" NO CHANGE A-1 14.00 RESCHECK PAGE I,2,3 PAGE 17 NUMBERSTOF;IES 2 I/2 2 STY NO CHANGE A-1 15.00 RESCHECK PAGE 4,5,G PAGE 18 ACCESSORY STRUCTURE 498 S.F. NO CHANGE DOB APPLICATION #: A-I I G.00 RESCHECK PAGE 7,8,9 PAGE 19 A-1 17.00 RESCHECK PAGE 10,1 1 PAGE 20 Tl I PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: I GENERAL NOTES NAILING SCHEDULE TABLE 3.1 , WFCM 2022 CONCRETE & FOUNDATION EXISTING WALL TO REMAIN JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 2 1 . Architect/Engineer are not responsible for job supervision 1 . All footings shall bear on virgin soil having bearing capacity of 2,000 lbs. per square EX15TING WALL TO BE REMOVED ROOF FRAMING foot. All exterior footings shall be a minimum of 3'-0" below grade unless noted otherwise in 3 2. Contractor to verify adequacy of existing bearing walls and headers to bear new second story NEW EXTERIOR WALL CON515TING 2 x 4 WOOD u be re Piles may plans . y required depending upon local conditions. At the discretion of the engineer - Rafter to top plate (toe - nailed) (see table 3.4a) per rafter STUDS @ I G"O.C., I/2"GYP. BD., 3 I/2 construction. a separate foundation plan by a licensed soils engineer may be required. A soil boring stating FIBER GLA55 INSULATION WITH VAPOR - Ceiling joist to top plate (toe- nailed) (see table 3.4a) per joist bear capacity is required to confirm these and water table conditions. BARRIER(R-13)BETWEEN WOOD STUDS 3. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensed - Ceiling joist to parallel rafter (face-nailed) (see table 3.9a) each lap I/21 EXTERIOR PLYWOOD 5HEATING, BUILDING asbestos removal company before construction begins. 2. All existing fill, roots, and other unsuitable bearing material shall be removed and footings 4 PAPER AND VINYL SIDING FINISHED. - Ceiling joist laps over partitions (face-nailed) (see table 3.9a) each lap NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL carried to the bottom of such excavation. Contractor to verify g pity and assume PARTITION CONSISTING OF 2'X 4"WOOD 4. These drawings have been prepared by or under the direction of the undersigned and to the best of - Collar tie to rafter (face-nailed) (see table 3.6a) per tie soil bearing capacity full responsibility for same. A soil boring stating bearing capacity is required to confirm these 5TUD5 WITH TOP AND BOTTOM WOOD the undersigned's knowledge, belief, and professional judgement are in compliance with the New York - Blocking to rafter (toe-nailed) 2-8d each end prior to pouring footin s, contractor shall notif desi ner of an soil variations, or advice soil RUNNERS AND ONE LAYER 51 E. THICK p p 9 g Y 9 Y GYPSUM BOARD ON EACH 51DE. State Energy Conservation Construction Code effective 12/28/20 and the Residential Code of New York - Rim board to rafter (end- nailed) 2-16d each end conditions and water table conditions. B5A CAL#301-GO-5M HARDWIRED SMOKE DETECTOR AND CARBON State Effective 12,/28/20 SI� O MONOXIDE DETECTING DEVICE. WALL FRAMING 3. Minimum compressive strengh of concrete at 28 days to be as follows: 75 CFM MH EXHAUST FAN 5. It is a violation of New York State Education Law for any person, unless acting under the direction A. Footing, piers. Foundation walls: pc=3,500 p.s.i stone concrete. ® (WHERE IS REQUIRED) of a registered Architect or a licensed Professional Engineer to alter any item on this drawing. All - Top plate to top plate (face-nailed) 2-16d per foot B. Slab on grade: pc=3,500 p.s.i concrete per R402.2 alteration must bE; made in compliance with the New York State Education Law, and Construction Code. - Top plates at intersections (face-nailed) 416 d C. Superstructure, slab: s=3,500 p.s.i. stone concrete P p• - EXISTING DOOR The professional whose seal appears here on assumes no responsibility for any such alteration or re-used - Joints- each side, Stud to Stud (face-nailed) 2-16d 24" O.c. D. All concrete to have air entrainment of 5% to 7% per R402.2 without his written consent. - Header to header (face-nailed) 16d 16" o.c. along edges - Top or bottom plate to stud (end-nailed) (see table 3.5a) 4. Anchor bolts shall be set approx. one foot from corners. Set anchor bolts on either side of the NEW DOOR 6. The liability of registered Architect or licensed Professional Engineer interrante for errors, omissions, - Bottom late to floor joist band joist end joist or blocking (face-nailed)2-1 per ft and/or negligencE,, resulting in personal injures, property damage, or any consequential damages is p g ( ) p openings and minimum of two bolts in any one sill, Anchor bolts 3' O.C. except as noted (evenly REVISIONS limited to the amount of the fee paid for these drawings. The retention or use of all or any part of these spaced). Anchor bolts are 3/8" diameter. drawings will constitute acceptance of this limitation of liability. Copyright 2012 professional whose FLOOR FRAMING 0 04/01 /2025 seal appears here. - Joist to sill, top plate or girder (toe-nailed) 4-8d per joist 5. Perform required alteration to existing concrete. New Work installed adjacent to and connecting - Bridging to joist (toe-nailed) 2-8 d each end with present work shall match existing. Joints between new and existing work shall be trowelled 7. The issuing and/or granting of any certificate of use or occupancy is totally and completely under the - Blocking to joist (toe-nailed) 2-8 d each end control; of the town, village, city or county government. The Architect assume absolutely no - Blocking to sill or top plate (toe-nailed) 3-16d each block smooth and even. Provide expansion joints. responsibility for -the issuing and or granting of any certificated of use and/ or occupancy. - Ledger strip to beam (face-nailed) 3-16 each joist 6. Provide continuous non- metallic termite shield with all joints sealed along perimeter walls and - Joist on ledger to beam (toe-nailed) 3-8d per joist shielded termite collars at plumbing pipes in crawl space unless otherwise noted. GREEN DESIGN - Band joist to joist (end nailed) 3-16d per joist ARCHITECT BRIAN O'CONNOR CONSTRUCTION NOTES - Band joist to joist to sill or top plate (toe-nailed) 2-16d per foot 7. Footing at different levels shall be stepped so that the clear distance between adjacent bottom 130 N. WINDHORST AVENUE edges shall not exceed a slope of one vertical to two horizontal. BETHPAGE NY, 11714 ROOF SHEATHING - Stair treads to be 10" plus 3/4" nosing min. & risers to be max. 8-1/4" per R 311 . 516 4�76-8168 8. Back fill shall not be placed against foundation walls until concrete is of sufficient strength and ( ) - Glazing that is less than 18" A.F.F. must be tempered glass per R308.4. - Structural panels 8d (see table 3.10) until the walls are properly braced top and bottom by the horizontal floor or by adequate Croweng@aolxom - Diagonal board sheathing 12" o.c. (field) temporary bracing. HOPE DRAFTING & - All insulation to have vapor barrier facing heated area. - 1 "x6" Or 1 "x8" 2-8d per support EXPEDITING SVC LLC. 9. Concrete foundations shall be poured continuously. If pour is interrupted a vertical key shall be - Tempered glass required if windows glass is 5'-01, or less above bottom standing - 1 "x10" Or winder 3-8d per support provided. Horizontal joints are not permitted. BEATRIZ E FIRPO surface of tub/shower. 125 CORTLAND STREET - Wood 1-joist to be installed in accordance with manufacturer's instructions. CEILING SHEATHING 10. Contractor shall verify dimensions and locations of slots, pipe sleeves, inserts, anchor belts, COPIAGUE, NY, 11726 instructions manual to be job site. -j kept at Gypsum wallboard, 5d coolers, 7" edge/ 10" field. electrical conduits, etc.as required for trades before placing concrete. (631 )575-6254 � 11 . Concrete: work included; (917)2517614 - All built-up level beams may be replaced by solid level beams of the same overall WALL SHEATHING A. All footings, foundations, steps, platforms, etc. as per drawings hopedraftingsvc@gmail.com dimensions. B. All concrete slabs DRAWING NAME: - Structural panels, 8d, (see manu.) C. All other works as required by drawings. - Simpson connectors may be replaced by equivalents. - Fiberboard panels D. Set anchor bolts. 7/16116d 3 edge/6 field GENERAL NOTES - Multiple scale beams (Microlam etc. ) to be assembled & installed per 25/32" 8d 3" edge/6" field 12. All forms to be left in place a minimum of 3 days after completion of poring. manufacturer's specifications. - Gypsum wallboard, 5d coolers, 7" edge/10" field - 13. Damp Proofing: Work Included; Hardboard, 8d, (see table 3.11) - Wall sheathing to extend to top of top plate. - Particleboard panels, 8d, (see manu.) A. All surfaces to be damp proofed shall be dry, clean and smooth, free of dust, dirt, void and - cracks and shard projections. STAMP .A. /E. : DATE: - GWB to comply with R702.1 , R702.3, table R702.1 (2) - Diagonal board sheathing oARoti 1 " x 6" or 1 " x 8" 2-8d per support B. Allow 24 hours prior to back-filling. • °`�o��'�� - Deflection of all members complies with Chapter 5,7,8,9 NYS residential code. 1 " x 10" or wider 3-8d per support C Apply mastic emulsion only when temperature is 40 degrees and rising and in dry wheather and 2020 BC-NYS Chapter 16 FLOOR SHEATHING D. Apply Celotes Trowel Mastic or approved equal on all foundation walls below grade at s Q� - All details on these plans provide a continuous load path as required. - Structural panels basement and crawl spaces. r - Contractor to ensure fit of all Simpson connectors before obtaining them. 1 " or less, 8d, 6"edge/12" field E. Mastic shall be applied at the rate of 1/8" thick wet. DRAWING No: Greater than 1 ", 10d, 6" edge/6" field 14. Contractor to underpin any existing foundation walls abutting new foundation walls, footing or - Design pressure rating of window to be DP-30 min. per table RT301 .2 (2) NYS - Diagonal board sheathing excavation with a minimum 16" wide single pour footing to a minimum of 36" below adjoining residential codealso reference R609. 1 11 x 6 1,or 1 x 8 2-8d per support grade unless noted otherwise in plans. - 100000 1 " x 10" or wider 3-8d per support 15. Contractor to provide a minimum of r4.5 rigid insulation (vertical) as required for frost- protected footing in heated building per table R403.3 For new construction. DATE: PAGE No: NOTE- ALL NAILS SPECIFIED TO BE COMMON NAILS 12/11 /2024 2 OF 20 DOB STAMP: DOB APPLICATION #: I { PROPERTY LOCATION: 22'-11° 150 BAYWATER AVE 3'-0" 2'-4" II'-7" 2'-4" SOUTHOLD, NY 11971 EXI5T.5.W. 2'47 110" EXI5T.5.W. 2'47 110" 2.33 5Q.FT. 2.33 5Q.FT. LEGEND: I I I I I 1 I I EXISTING WALL TO REMAIN ' 2 O O ; O UNFINI5HED BASEMENT EXISTING WALL TO BE REMOVED I U NOTE: _ 3 m SPACE NOT FOR `V NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD v— ' SLEEPING ACCOMODATIONS N STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 w — �❑ FIBER GLASS INSULATION WITH VAPOR _ BARRIER(R-13) BETWEEN WOOD STUDS 0 1/2" EXTERIOR PLYWOOD 5HEATING, BUILDING LC� ; O O O 4 PAPER AND VINYL SIDING FINISHED. I I NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL ❑;� PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD 27'-3" = RUNNERS AND ONE LAYER OF 5/8"THICK I 14'-711 GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M I _ CM HARDWIRED SMOKE DETECTOR AND CARBON EXI5TIPIG PILES 5D O MONOXIDE DETECTING DEVICE. I O 75 CFM MH EXHAUST FAN (WHERE IS REQUIRED) I I I I I 2 EXISTING DOOR I I ' EXISTING PILES I I o EXISTING WOOD STAIR I I I I I NEW DOOR C\j --- NO CHANGE I I O O -------;; EXI5TING WALL TO REMAIN REVISIONS I'--'----� ELECTRIC T PANEL — _ _ _ I � -- - - - - - - 0 04/01 /2025 EXI5TING WALL TO BE REMOVED `\i EXI5T.5.W. 2'47 1'0" EXI5T.5.W. 2'47 110" 2.33 5Q.FT. 2.33 SQ.FT. I I I EXI5T.5.W. 2471'0" EXI5T.5.W. 2'47 1'0" 2.33 SQ.FT. 2.33 5Q.FT. I I'-G" 2'-4" 7'-1 1 2-4" 1 3-2" - 1- 4-0" - 1 - 2-4" 1 I I -71' 1 . 2' -1- 3-8'1 _ GREEN DESIGN 27'-1" 1 23'-11" I ARCHITECT BRIAN O'CONNOR L 5I'-0" I 130 N. WINDHORST AVENUE B ETH PAG E, NY, 11714 EXISTING BA5EM ENT 953 5 . ff . (516) 476-8168 Croweng@aol.com SCALE 11411 = 11-011 (HOPE DRAFTING & 21-32' 21-32' 21-32" 2'-32" G'-I" G'-1" EXPEDITING S V C L L C. BEATRIZ E FIRPO I 125 CORTLAND STREET Height Under Beam 72" Ceiling Height 7'G" m,� COPIAGUE, NY, 11726 3X5 3X5 N (631 )575-6254 I (917)251 -7614 N hopedraftingsvc@gmail.com Q I 3X5 3X5 cc) ; DRAWING NAME: Height Under Beam G'8" mar ' CV I o (2) 2XG 3X5 3X5 EXISTING BASEMENT I I CV X X x X (2) 2X6 I � O x = I N I � N 3 3 3 3 3 3 3 3 3 I 3 3 3 3 3X5 184 I -84 1 -84 1 -84 I -84 1 -84 1 -84 1 -84 184 I -84 1 -84 1 -84 I -84 1'-5" STAMP A. /E. : DATE: r-----I r--I r-- 4 tLL4 - r---I --I Height Under Beam 70" N �EDA), G"Dia. Round Timbers �p I _� >< <9 C9 LO >< X N IX N X N X L (p C9 ' Vx' '-D N N N N N N 3X5 Q. r G" Dia. Round Timbers Qo75 I I I ' x o DRAWING No: I II I I I 3X5 N o L 'I G"Dia. Round Timbers I Q X X N N X N X 100000 'cr N N C�1 N N (V N I DATE: PAGE No: N ll 12/11 /2024 3 OF 20 I I DOB STAMP: I I I 3 3 I I 1 1 1 3- I-- 3-II-- 3-II3 aaI- 3 I----3y t I I 7-10 4 - II I .�. I I1 I I I I- 2I I2I -02-I I -0-I► -02 I- . II - O-I�. - o-1 2I - I 1 EX15T1 NG BASEMENT EIZAM I NG 5CALE 11411 = 11-011 DOB APPLICATION #: i PROPERTY LOCATION: i 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: I i EXISTING WALL TO REMAIN 2 EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD STUDS 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK 521-811 +- GYPSUM BOARD ON EACH SIDE. BSA CAL#301-60-5M 24' +- CM HARDWIRED SMOKE DETECTOR AND CARBON I I'-6" 15'-6" 8" 231-'-3° O MONOXIDE DETECTING DEVICE. 7'-411 21_01 I'-b" 31 QII 51.011 31_511 21_(t11 10, O' 51_111 21_01 1-111 21-61, 5,-1„ SD 15 91I 75 CFM MH EXHAUST FAN 4-94 4-93 4-93 EXIST.D.H. 26X44 EXI5T.D.H. 26X44 ® (WHERE IS REQUIRED) 4 I-- 4 10.83 5Q.FT. 10.63 SQ.fT. 1 I 1 EXISTING DOOR - I LQ I I , I I I I NEW DOOR ' ' N REVISIONS U; EXISTING LIVING ROOM o �-- ' 29G.G9 S.F. 1 m N 02 04/01 /2025 1 I ❑ Ceihng Height 08" I I 1 ~ Ceihng Height to Beams 6'4"I LL- � I I = N I I I I N EXISTING - ❑ COVEkED BRICK PATIO I I 1ST M N 2005.F. �81. GREEN DESIGN UP 2 R. UP I I R. ----- -1- ______ _ _ 4- _ C °' ARCHITECT BRIAN O'CONNOR ------- + ,_ _ I I FP EXISTING I N EXIST.D.H. 2'6744" EXIST.(2)D.f;i. 5'0"X4'4" �8 EXISTING ENTRY , �, N 130 N. WINDHORST AVENUE o l 10.83 5Q.FT. 2 I.66 SQ.FT. I — STORAGE ti°�� 20.75 S.F. �S ZD �, m FP Ceiling Height G'10" ���, _ B ETH PAG E, NY, 11714 - -L - - - -1 - - - -1- - - — � - - - I — EXISTING I II ------ ---------- - ------- L (516) 476-8168 N I I HALL I I I I 1 1 0 Croweng@aol.com L; � I I r � 90.72 S.F. � I�-� � I 1 � I I U X 1 � I O I I I Cedin Hei ht T0" I I 2 " r I o � g g ' EXISTING - - , EXISTING _ Ln N HOPE DRAFTING & KITCHEN I I I DINING ROOM o co EXPEDITING SVC LLC. + - - - Ir- - I I 201 .72 5.F. I ' ' 222.G 1 S.F. I BEATRIZ E FIRPO � L � = _ = — �j IRON o N - ----__ � ' .��� I I��I II FP I o ' � Ceding Height 6 10 ; ; "' � I\-'� �`�°;'' ' IL -N�__ J � Ceiling Height 74" � I I Ceiling Height 71" N 125 C 0 RTLA N D STREET L, 1 I IL c\! I ; ; Ceiling Height to Beams 03" o EX15TING WALL TO REMAIN I 01 -H i , , I 2 COPIAGUE, NY, 11726 (631 )575-6254 nj - - - - - - ' I -----------------------' ' ----------------------------------------------- - - - - - - - EXISTING WALL TO BE REMOVED 7 1=r - - - _ _ _ _ _ 917 251 -7614 -f —I- r I— n �r ( ) I I I I � I I I I� � - - - I -,� 1 " II 1I Ir — — — roe roe _ EXIST.D.H. 26 X44 EXIST.D.H. 26 X44 d 1� opedraftingsvc@gmail.comWI D J -Li-J _ L- � J ,�= �T DRAWING NAME: EM5T.D.H. 22731911 EXIST.D.H.�2"X3'9" I 8.12 SQ.FT. 8.12 510.FT. I 3'-0" �11 4'-5" L11 3'-3" L'1 15'-6" 1 8"1 5'-2" 2'-6" �11 2'-9" I 51-I Ill I 6'-I" .� EXISTING FIRST FLOOR I I'-6" 15'-6" I8"1 231-3" 5 21-8" +- EX I STI N G EI R5T ELOOK 15092 S . f . STAMP A. /E. : DATE: SCALE 1/4 11 = 1 '-011 D ARC * EF •. 1k DRAWING No: A - 101900 DATE: PAGE No: 12/11 /2024 4 OF 20 DOB STAMP: DOB APPLICATION #: r PROPERTY LOCATION: 52'-8" +- 150 BAYWATER AVE +- 24 7 +- 27'-s" 23'-3"12-4 14-8" S O U T H O L D, NY 11971 2'-2" 2-0 T-0" 5" 13'-10" G'-I" '-7" LEGEND:5" 21-10" 2-2" 2'-9" 2'-2" P EX15T.D.H. 22739" EXI5T.D.H. 22739" 5.12 5Q.FT. 5.12 5Q.FT. I EXISTING WALL TO REMAIN I I 2 = 1 1 ' - 1 N CLOSET EXI5TING �� ; = EXISTING WALL TO BE REMOVED 0 5.0 S.F. I cn o ' o ----- Shower BEDROOM o 162.24 S.F. " `� NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD _ � ; � ' 2 Slope Ceding I Flat Ced n STUDS @ 16"O.C., I/2"GYP. BD., 3 I/2 g Slope Ceding FIBER GLASS INSULATION WITH VAPOR 72"to 2'I I" H. 712" 72"to 3 10" 1 — BARRIER(R-13) BETWEEN WOOD STUDS + �, nl _� Zn Q 1/2"EXTERIOR PLYWOOD 5HEATING, BUILDING � ' EXISTING ------- 4 PAPER AND VINYL SIDING FINISHED. ROOF BELOW Shelf 2 _ _ NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL � PARTITION CONSISTING OF 2'X 4"WOOD _ Shelf-_ EXIST.2I lIx6' " i STUDS WITH TOP AND BOTTOM WOOD N ; PITCH u o ' RUNNERS AND ONE LAYER OF 5/8"THICK I ♦ % �D � � � x EXISTING GYPSUM BOARD ON EACH SIDE. d BATHROOM 0 �o�� I ; '� �, `9 �' BSA CAL#301-GO-5M m 80.55 S.F. 2 `\ CM HARDWIRED SMOKE DETECTOR AND CARBON 'n i _~ I ��--- — — — — — �n + SD O MONOXIDE DETECTING DEVICE. 75 CFM MH EXHAUST FAN ' � � I N � 0 0 2 EXIST.D.H. 2'2"X3'9" 1 EX15T.D.H� 2'2"X3'9" 11' _ EXISTING _ _ N (WHERE IS REQUIRED) CV CV ta 8.12 5Q.FT. 8.12 SQ.FT. — HALL CL05ET N CV — — — _ I o 21.51 S.F. ; 23.12 S.F. 2 m m - - - - - - - - L �_ I I I— �2 — EXISTING DOOR L .LCLOSET `n " ; o I I Shelf I I 2 -- ------------------- L---- ------------� L------------ --`-`�--------U ------LI— 6.72 S.F. `r EXISTING HALL 2 5G.52 S.F. \�--+ NEW DOOR - - - - r �____-� —� ' EXISTING ��,�' ' REVISIONS EXISTING ' - ---------------------- I <9 + - , I , a I I cLosEr I I I I �, �, BEDROOM _ BEDROOM 'nl c's I II I DN I I R. r�, 2 I "' 355.F I I o I Cn i i = IIII _ I � - ' I9mi s I ;/ J.945.F. N o � I141 - � I L -L I _ 09.26S.F. Sloe Ceihn ' 0 04/01/2025 EXISTING �� r — N p g I Flat Ceilin I Sloe Ceilin 9 I p 9 BATHROOM I I ; , - 7'2"to 3'1° H. 7'2° 7'2"to 2'11" EXI5TING WALL TO REMAIN III 51.05 S.F. I I � '� I 2 N - - - �h ' ' _ - - - - - ' I I o I I - - - -1- r -f -I� I ' I I � co - - _ _ _ _ _ _ _ _ _ _ _ EXI5TING WALL TO BE REMOVED - _ -- ------I--i--t--}---ref-I � ---- r I -� '-' r,----, ' --�--------- 0 o I I ' o ' n EXI5T.D.H. 22739 EXI5T.D.H. 22X39 v m I� - - ," 8,12 sQ.FT. 8.12 sQ.FT. GREEN DESIGN � o I- J-1 I ; cn - - - _ " - ? ARCHITECT BRIAN O'CONN EXIST.D.H. 2 2 X3 9 EX15T.D.H. 2 p X3 9 O R 8.12 5Q.FT. 8.12 5Q:FT. 130 N. WINDHORST AVENUE 3'-0" 3 3 7" 21_211 2'_G� 2'_41 21_211 81_211 8 7" G'-IOz" 2-2, 4,-0„ 2'_2" 7'-52" _ G'-8" �11 5'-3" 1�1I 22' 8" I BETHPAGE, NY, 11714 511-4" (516) 476-8168 52'-8" +- I Croweng@aol.com EXISTING SECOND ELOO R 15085 5 . f . HOPE DRAFTING & EXPEDITING SVC LLC. BEATRIZ E FIRPO I , --------------------------------------- ---------------------------------------, 125 CORTLAND STREET I , I COPIAGUE, NY, 11726 1 1 , I 1 1 I (631 )575-6254 (917)251 -7614 1 I I I I I 1 I I I I 1 hopedraftingsvc@gmail.com I 1 I I Q ' DRAWING NAME: I I I ' I 1 1 1 w ; EXI5TING ROOF BELOW 1 EXISTING SECOND FL' OOR Ln 1 PITCH EXISTING ROOF PLAN 1 I 1 I I I 1 I I I I I I I I I I = I 0 STAMP A. /E. : DATE: ED I f r-------------------- ---F- ---T---r-=1- -F I I ----------------- I �--�-�--- -------------------� e� �. � 'yam I ' I �C I � I I _ I I I I I I I I PITCH o °� •� - - - - - - - - - - I I ' I I I I II I I 1 't�'f I II ^ y I PITCH PITCH I DRAWING No: i t � I � I I I I I � I % 1 I , I PITCH L _ _ J ' i R n I I EXISTING �� i ;�� PITCH F — 102000 ,I I I\ OUR DORMER5 TO BE DEMOLI51 ED DATE: • PAGE No: -------------------------------------- Z12 11 2024 I I I I I IC'- - - - - - - --------- -----�( --1I_- -I'-=-I -I- - I ' I ' ' PTCH , DOB STAMP: ------------------ ----------------j — — - 1: I EXISTING ROOF PLAN SCALE 11411 = 1 '-0" DOB APPLICATION #: PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 � I LEGEND: 1 1 o � I Ln I _ RIDGE d RIDGE EXISTING WALL TO REMAIN 2 EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD o 111 IT 11 111111 11 IT 11 11 — FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD 5TUD5 IIITII 11TUM 1EM I' ll IIITII IIITII IIITII HT1 IIITII II1UJI-IJII H [Ill IIITII IIM 1/2" EXTERIOR PLYWOOD 511EATING, BUILDING 4 PAPER AND VINYL 51DING FINISHED. NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD o -- - -- - -- - - - - -- - -- - -- - - - - -- - _ STUDS WITH TOP AND BOTTOM WOOD - -- - - - ---- - - - -- - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - I -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - -`V 2ND FLOOR - - -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - ---- - - ---- - - ---- - - ---- - - - ---- - - -- _� 2ND FLOOR RUNNERS AND ONE LAYER OF 5/6"THICK --- - - - - ---- - - - ---- - - ---- - - - -- - - -- - - - -- - - - --- - - - -- GYPSUM BOARD ON EACH SIDE. B5A CAL#30 I-60-SM M HARDWIRED SMOKE DETECTOR AND CARBON m - SD O MONOXIDE DETECTING DEVICE. J I LEI I I I I I --F I I I I I ® 75 CFM MH EXHAUST FAN (WHERE IS REQUIRED) -T-T-T7T-= TH --- - - ---- - - - -- - - - ---- - - - - - ---- - - - ---- - - ---- - - - -- - - - - I ST FLOOR - ---- - - - -- - - - ---- - - - - - - ---- - 1 - - - -- - - - _ 15T FLOOR EXISTING DOOR o - N_ GRADE ❑ - - NEW DOOR GRADE 1 REVISIONS co ' ' ' 0 04/01/2025 1 I 1 � i I I I I ------; ------------------------------------------------------------------------------------- BASEMENT I I 'n'� 1 1 _ BASEMENT -i 1 - I r---------------------------------------------------------------------------� r-----------------------------+----------------------------------------------------------- i t rJ �T--TJ1----------------------------------------------------------------------------------TJ �.1 f-J LT--__----------------__--------------_-_-------------------------------- J �. ---------------------------- -1 I 1 I I I J ------ ------ L----_- I 1 I 1 L-----J i`---------', L-----J EXISTING NORTH WEST ELEVATION EXISTING SOUTH WEST ELEVATION SCALE 114" = P-o" SCALE 1/4" = 1'-0" GREEN DESIGN ARCHITECT BRIAN O'CONNOR 130 N. WINDHORST AVENUE BETHPAGE, NY, 11714 (516) 476-8168 Croweng@aolxom HOPE DRAFTING & EXPEDITING SVC LLC. BEATRIZ E FIRPO I� Ln I I[L, I� RIDGE 125 CORTLAND STREET RIDGE b COPIAGUE, NY, 11726 a (631 )575-6254 917 2 1 - I ( ) 5 7614 1 hopedraftingsvc@gmail.com 1 � DRAWING NAME: 1 I I I II IT II I L IT 11 AM 1144 H� THI IT 11 0 IT 11 11 TT71 I EXISTING ELEVATIONS ❑❑❑ ❑❑❑ ❑❑ - - - - - --- -- - - - ---- - - ---- - - - -- - - - ---- - - - -- - - - ---- - - _ 2ND FLOOR - - -- - - - - -- - - - ---- - - - -_ - - - -__- - - - -- - - - ---- - - - -- - - - ---- - - o N -------- - ---- - - - -- - - - ---- - - - -- - - - ---- - - - ---- - - ---- - - - ---- - - - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - _ 2ND FLOOR -- - -- - -- - -- - --------- _ - owl ❑❑ -17� ❑❑ jin STAMP A. /E. : DATE: I- Im m m ��'EDC --- - - - - - - - ---- - - -- - - -- --- - - - - - - -- - - ---- - - - -- - - - - 15T FLOOR - - -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - - -- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - _ I ST FLOOR - - - ------------ o ❑ o ,�' c\j GRADE ❑ ❑ ❑ N GRADE T� DRAWING No: I I I 1 I I I I I 1 I I I I 1 i� 1 I 105000 Ln ---------------------------------------------------; ------------------------------------------; _ BASEMENT I I I 1 1 BASEMENT J L --------------------------------- J L I r-------------------------------------------------------------•�--------------------------- -------------- J --------------------------------------------------------------------------- DATE: T T ,--------------------------------------,-- -, rJ �T-------------------------------------------------- --�------------------------- J � - PAGE No: ' 12/11 /2024 6 OF 20 1 I I 1 1 I I I I 1 1 I I , , I I L-----J L-----J L-----J L-----J L---------%� L-----J L_ EXISTING SOUTH EAST ELEVATION EXISTING NORTH EAST ELEVATION' DOB STAMP: SCALE 114" = 1'-0" SCALE 114" = 1'-0" DOB APPLICATION #: PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: 1 NEW GREEN HOUSE EX 1 ST I N G BUILDING EXISTING WALL TO REMAIN 2 EXISTING WALL TO BE REMOVED NEW EXTENSION EXISTING BRICK 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD COVERED PATIO COVERED PATIO STUDS @ I G"O.C., I/2"GYP. BD., 3 1/2 FIBER GLA55 INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD 5TUD5 27-10" 22'-1 1" 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING 12'-1" 15'-911 3'-0" 2'_411 1 11_711 2'_4" 3'-8° 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED(COM151,15TI15LE) DRYWALL E D EXI5T.5.W. 2'11'0" EX15T.5.W. 24"1 PARTITION CON515TING OF 2'X 4"WOOD 2.33 SQ.FT. y 2.33 5Q.FT. STUDS WITH TOP AND BOTTOM WOOD ' RUNNERS AND ONE LAYER OF 5/5"THICK I 1 GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M CM HARDWIRED SMOKE DETECTOR AND CARBON ' ________________ SD MONOXIDE MONOXIDE DETECTING DEVICE. 1 -------------------J--------------- 0 O O O UNFINISHED BASEMENT ® 75 CFM MH EXHAUST FAN I (WHERE IS REQUIRED) V I - I ' ' NOTE: Q I z SPACE NOT FOR N EXISTING DOOR NEW 12" THICK CONC. FOUNDATION SLEEPING ACCOMODATIONS C) 4'-0" BELOW GRADE v ' I Q , W NEW DOOR X R/ 0 0 0 U' W lLl z REVISIONS 1 Q A A 1 I N 04/01 /2025 1 — (V �\ I I � W I U \J Ll 0 z I 1 — New 112" Dia. Steel Dowels Staggered CO-5D Note.pwdesmo-1— O Q Connect to Exi5tin Foundation re,R3nl 47 n Fern red 9 per wrin9 p4.4 and Permane°` (0 GREEN DESIGN _ Top er 31A6 — 1 , To prowde 2 power sources for _ Crbo,nic—deal—perR915, X ARCHITECT BRIAN O'CONNOR DI , PCNY5915,NFPA 720. Z D EXISTING PILES �-► 130 N. WINDHORST AVENUE W ' : ' : .I 1 B ETH PAG E NY, 11714 �--► 4" THICK MONOLITHIC _____�EXIOTING WOOD STAIR o 0 �/ U (516) 476-8168 z POUR CONCRETE SLAB ' — --- New Floor J0I5t5 �n ELECTRIC Croweng@aol.com -- th15 Area to Cloy 0 I PANEL HOPE DRAFTING(n & W — Chimney O�ening ; EXPEDITING SVC LLC. W `� EXI5T.5.W. 2'11'0" EX15T.5.W. 2'47 1'0" z :D 1 2.33 5Q.FT. 2.33 5Q.FT. BEATRIZ E FIRPO 125 CORTLAND STREET EX15T.5.W. 24'1 COPIAGUE, NY, 11726 2.33 SQ.FT. (631 )575-6254 1 (917)251 -7614 NEW 12" THICK CONC. FOUNDATION NOTE: hopedraftingsvc@gmail.com 0 4-0' BELOW GRADE Q MINOR DRYWALL AND INSULATION DRAWING NAME: W 4" THICK MONOLITHIC PATCHWORK PROPOSED IN EXISTING > 0 z � POUR CONCRETE SLAB W � 1 PORTION OF THE HOUSE. z C) PROPOSED BASEMENT 1 EXISTING EXTERIOR SHEATHING AND I 1 I 1 SIDING WILL REMAIN AS IS . ANY I I EXTERIOR MINOR REPAIR WILL BE DONE I IN KIND MATCHING EXISTING SHEATHING STAMP A. /E. : DATE: I AND SIDING . DApo, ED * ��a' EXISTING BUILDING NEW GREEN HOUSE NEW MUDROOM DRAWING No: _11411 1- 2'-411 1 17'-911 1 2'-4" 1 3'-211 I 4'-0" 1 2'-4" 1 1 1'-711 1 2'-4" 1 3'-8" 1- 27'-1" I 23-11" I 104000 51'-011 DATE: PAGE No: 12/11 /2024 7 OF 20 PROPOSED BASEMENT 953 S . E . DOB STAMP: SCALE 11411 = 1 '-0" DOB APPLICATION #: 1 a I I I PROPERTY LOCATION: I I 1 150 BAYWATER AVE s NEW GREEN HOUSE EXISTING BUILDING SOUTHOLD, NY 11971 I NEW EXTENSION EXISTING BRICK LEGEND: )K I COVERED PATIO COVERED PATIO EXISTING WALL TO REMAIN 2 I- III 521_QII +_ 2 19'-511 27'-511 (�� 24'-7" +- -4" 4'-0" 3'-711 4'-01 3'-711 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 8" 23'-311 EXISTING WALL TO BE REMOVED 3 4'-0" 5'-7" 10'-0" 4'-I I" 10" 5'-I" 2'-G" 8'-I" 2'-G" 5'-I" NEW EXTERIOR WALL CON515TING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 E D FIBER GLA55 INSULATION WITH VAPOR II ----------------------045.F._____________-- I __________--i I o4s_F.-----------------____-- BARRIER(R-I3)BETWEEN WOOD STUDS _ _ _ 27 I 0 � � z'e"xa5" �e'x4's � I/2" EXTERIOR PLYWOOD SHEATING, BUILDING I II I I 11 I 1 4 PAPER AND VINYL SIDING FINISHED. 1 G-5 I EXISTING D.N. I , I I EXISTING DA ' N OVERHANG ABOVE i ; ; ; i in NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL _ TO MATCH WITH ; ; ' ' N PARTITION CONSISTING OF 2'X 4"WOOD In ORIGINAL ROOF A r------ ------------------------------------------------------ ---------------------------- I I 1 I STUDS WITH TOP AND BOTTOM WOOD A RUNNERS AND ONE LAYER OF 5/8"THICK OVERHANG ABOVE--; QP GYPSUM BOARD ON EACH SIDE. O TO MATCH WITH ; EXISTING Q ORIGINAL ROOF 1 \-Z ' 1 I -1� BSA CAL#301-GO-5M En I �4"X41'WOOD COLUMN LIVING ROOM ' ' ' Q ON 12"DIA.X 3G"DEEP U CM O HARDWIRED SMOKE DETECTOR AND CARBON CONCRETE FOOTING < ' ' ' 29G.G9 S.F. ' SD MONOXIDE DETECTING DEVICE. I Cc) I I 1 i , I I z � I NO CHANGE ' I 75 CFM MH EXHAUST FAN _ , 1 I ; ; m N � ' �, Celhng Helght G'8" ® (WHERE IS REQUIRED) I— Q OVERHANG ABOVE ; BRICK COVERED PATIO i z I TO MATCH WITH oC I 0 I - I I ' ' Celling Helght tO Beams G'4"i ; o V J W m ORIGINAL ROOF N ' 2�J1 I OII�/ 121/]II ' C�l ' ' I ' i i 0 �'v U r n / /\ -T i z v EXISTING DOOR �/ 1 1 _ , , ��N � 1 1 I I to �� N /\ I I -------------- ------ ------ ----------- 1 1 0-- I I U' W X c'n 1 I I I GS —_,cv 11 1 —_---- --___— z LU ------ ------ ------ ------ --------- UP 2 R. �, ���N > — 1 ------------- ------------- z I I b B ; (2) 2 x 10 HEADER (2) 2 x 10 HEADER ; "' ' ' z ' ' ' m I I N O N NEW D. DOOR 4'G"X8'011 NEW D. DOOR 4'G"X8'0" I UP I I R. ---- -- B _ _ = + —_� NEW DOOR U o 3G.0 S.F. 3G.0 S.F. _ U _ m i io GLASS PANEL EXISTING FP EXISTING o N _ N N REVISIONS o IQ (2) 2 x I 0 HEADER LL' EXI IN STORAGE +� ENTRY o x "' O I �o so (n --------------- WO D ST R 20.75 S.F. �'N LU , , ,_ o o RELOCATED IRON FP zQD ;N o GOOD YTOPE NEw LAss (2) 2;x 12 HEADER W 0 04 01 2025 INSU DOOR 1 - ------- I z / / ------ --------- z N i i iN U z � i i WITH WE HE TRIPPING i i i ' W THROUGH ROOF J o o x7'o' ; q U-jLno� o� w i i 35.05.F. ; i i EXISTING o ; N I— O ��U� (17 = I I I I nl N ' w - ' ' New 2 x 6 Floor Joists, ' ' DINING ROOM N ' Z I W = O I I 1 I I O o , x 3/4 Plywood and Insulatlon 1 ' I z "�, GREEN HOUSE —' Zz= o �. ---� 15LANQ 41X 10' ; ; 222.G I S.F. @ � C N W z - O Over Cellar,Finish Floor to I I Q aU OwnerMatch. Picked by i i ' ' o �5 'N Iw u I II I II -- I New Hatch 5/5"Fire Rated I Hr G Board r. I O o z ; U-j c\1 O = I ' '= 20 1 X23 4 m this Area to Close Gyp 0 , 0 i NO CHANGE _ I'� N __ ' ;© uired -0-0-------------------------------------------------------- Basement O I . ' 9 ^ COO-SD Note Prowdeemoke�alarm >< W — J N I 1 Q ACCess o Chimney OpenlnG� OQ per R314 4 andaperrnane t I I N I GREEN DESIGN C\1 ' ' 'N �m °-- L____J ' �/ wi"ngper314.6. ; Ceding HelghtTl" 4 = ARCHITECT BRIAN O'CONNOR ' ' ' cp To rovide 2 rower sources for , 0 z = ' ' 'N N KITCff N Carbon m°°oxide alarm per R3 i 5, g g 13 O N. W I N D H O R ST AVENUE x p r ' ' Ced1n Hel ht tO Beams G'9" w N PJew Floor Joists in , En PCN ssis,NPPn72o. i ' z LLLJ this Area to Close 20 1 .72 5.F. E-- SLAB ON GRADE U Stair Opening Ceding Height T4" _______________________ _____ I _________ ______________________ BETHPAGE NY 11714 --,- EXISTING D.i. EXISTING D.li. _ � � (516) 476-8168 W 11 to REF. DW o N �s�---------------------------- - ----------- F------------------------L o x w ' SINK 2'G"X4'5" 2'G"x4'5" z I W Cr LL I o Croweng@aol.com 1NEW CA5. 0 c2>UcAP4040 d �' HOPE DRAFTING & IQ EXPEDITING SVC LLC. I I I C9 ' x � CAS.G'8''X3'4" ---------------J I I IN m I -7 T Soo SINK ---1--------- s.F-- NOTE : �-; z 3G.0 S.F. 3G.0 S.F. �� `�' ��; ; L _� I MINOR DRYWALL AND INSULATIONBEATRIZ E FIRPO w NEW D. DOOR 4'G"X8'O" NEW D. DOOR 4'G"X8'0" z x N N�' ' SLAB LAUNDRY L _ �" m g ; (2) 2 x 10 HEADER (2) 2 x 10 HEADER N n = ' 125 CORTLAND STREET zvQ °- zo ON GRADE i i 3 .05.f PATCHWORK PROPOSED IN EXISTING COPIAGUE, NY, 11726 z , ------ ------ ------ ------ 1 1 q "�0 - ------------ ------ ------ ----------- ------ - " I 133 O '� W ------ --------- P PORTION O N O F THE HOUSE. (631 )575-6254 � D W ��,Qz O ovERHANG ABovE 4 0 - - 917 251 -7614 O - m c� TO MATCH WITH _ EXISTING EXTERIOR SHEATHING AND > O �r - ORIGINAL ROOF 1 m ' o' ( ) O — W � _ 1 ter- W � ho edraftin sv oN b� _ = FULL o 4 BENCH ; SIDING WILL REMAIN AS I S . ANY z p g c@gmail.com =:o x� Ns= O BATH _; ; EXTERIOR MINOR REPAIR WILL BE DONE DRAWING NAME: o Cs: 5'0"X8'0" 40.05.F. i i 50XG4 o dUi in i IN KIND MATCHING EXISTING SHEATHING 31.GG S.F. x I Nl AND SIDING . PROPOSED FIRST FLOOR L"'i I I I 1OVERHANG ABOVE--i TO MATCH WITHQ COATS ORIGINAL ROOF ; - z L _______________ -----(2) 2 x 2 HEADER_-_ NEW ENTRY DOOR � LWITH 51DELIGHT5 5'O"X7'O" OVERHANG ABOVETO MATCH WITH /� ORIGINAL ROOF STAMP A. /E. : DATE: UP 2 R. I D"SRC —I EXISTING WALL TO REMAIN �~ *�' —I� o 3 ,aa 18111 5'-0" 1I'-0111 3'-0" 11'-011 b11 5'-0" I. 2'-3" _ ' -011 NEW EXTERIOR WALL �18111 _ 271-511 18"1 23'-311 23'-I I" +- NEW INTERIOR WALL I I 111 11 52'-8" +- 3-32 4' 3-G2 4'-01 3-G2 8�" 5'-811 51_011 51-81' 8" DRAWING N o: b 1 91-51' 811 1 G'-411 I_ 201- 1 II 1 1 71_ 11 EXISTING BUILDING 105 0 00 NEW GREEN HOUSE NEW MUDROOM DATE: PAGE No: 12/11 /2024 8 OF 20 EXISTING EI RST FLOOR I 5092 S . E. DOB STAMP: PROPOSED MUDROOM 255 S . E. PROPOSED GREEN HOUSE 4G8 S . E. EXISTING COVERED PATIO 200 S . E. PROPOSED PATIO EXTENSION 144 S . E. DOB APPLICATION #: SCALE 11411 = 11_011 PROPERTY LOCATION: NEW GREEN HOU5E EXISTING BUILDING 150 BAYWATER AVE � NEW EXTENSION EXISTING BRICK SOUTHOLD, NY 11971 COVERED PATIO COVERED PATIO LEGEND: I ,r"K -i I EXISTING WALL TO REMAIN 5 2'-8" +- 2 27-10" +- 24'-7" +- 8'-511 511 I G'-211 511 21 OII (ill 23'-311 EXISTING WALL TO 1311 MOVED 5'-011 511 31_0n 1 8'-711 C/ 71.01 51. 15'-10" 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD 2'-011 2'-511 1 -4" 2'-5" G'-511 2'-541 G'-411 5" 2'-10" 3'-911 5" 2'-10" 7" 2'-G" 2'-G" 2'-3" 4'-2" 3'-1 In STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 1 27-10" FIBER GLASS INSULATION WITH VAPOR G'-511 BARRIER(R-13) BETWEEN WOOD STUDS E OVIERHANGABOVE 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING 8.83 S.F. y PAPER AND VINYL SIDING FINISHED, D ----------------------- CA5.2'6"X3_8'_ $.255_F_----------- ---1----- ------------------ - - ecRess - z'3'xx�'8° � NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL UCA3044 exlsrlNc D.H. PARTITION CONSISTING OF 2'X 4"WOOD NttivcAs. STUDS WITH TOP AND BOTTOM WOOD L RUNNERS AND ONE LAYER OF 5/8"THICK CL ETX5hower FiretWmdow ' q 20•Mm.Net Clear Wdth ; "°� GYPSUM BOARD ON EACH SIDE. Re lace Sheet Rock Cedm 0 I CV .0 24'Min.Net gear lie'ght I Wi t HRRatedg BSA CAL#301-GO-SM/� _ ___ 5 7 5q.Ft.Min.Net ClearOpeningAllEISe t0 Remain i A A I b144'Mar.5,11 �g�t Above I'll I I CM HARDWIRED SMOKE DETECTOR AND CARBON E --- The In Reedth oof , I cJD O MONOXIDE DETECTING DEVICE. O I Et oG The 20�0 NYS Residential Code I 1 -Id �1 aim o� Vaulted Cetlmg Vaulted Celhng 75 CFM MH EXHAUST FAN der I 0 N ; 99"to 2'1 1" i 59"to 27" Under 5 0 I. S.F. w o� I 48.18 S.F, - _ (WHERE IS REQUIRED) V - W I I I I z � NN m , - - EXISTING ; BEDROOM 2 Nv N - � 11_J ; ; S BATHROOM I Q �o PITCH 2/ 12 �_ ; 60.55 S.F. 192.62 S.F. I �"� O ; elf 0 CHANGE NO CHANCE EXISTING DOOR IT �, W� ROOF BELOW � ; U I 1 SD Note:Provide smoke alarm w N z i i ; O Interconnection as recall ; z W I I per R314.4 and permanent 1 2 O I NEW DOOR -77 > --------------------------------- X; wrong per314.G/N�W ; Q R----------------------------------- , o,r� Not I -Id ace S et P.oc e ing O ' , O - _ B O OVERHANG ABOVE OVERHANG ABOVE �im lth Rate -- 1 I-_ i ______ _ + REVISI0NS TO MATCH WITH I TO MATCH WITH nIm All e to am iL ; ORIGINAL ROOF ; ORIGINAL ROOF �; ANGLED r72'0 ; a? UN t I cz - NEW 2'E"X6'�° I � N r N 4 I N C\jN -- I I Z ~ m I 1 O O I 8.83 5.F. 8.83 S.F. 8.83 S.F. _ - N N I ROOF BELOW ---;- _____________D.H.2'6"X3'8"__---- D_h1.26 X3'8_'- _-D.H.26'X3'8'_ I -__� ; I -, 04/01 /2025 I I O i CLO i ( n W � i UDHG2 2418 UDHG2 2418 UDHG2 2418 I f1ALL ' 7 .o s ^ ^ O - p i W^ a¢Z i NEw D.H. NEW D.H. NEW D.N. i SHOES CLOSET Note:ero ide smoke ala I NEW 4=0°ANGLED - Ull v 6f .795.F. z I PITCH 4/ 12 ' La Note:Prowde,smoke alarm SOD I I °o CO interconnection as cored C? I w O 0 ' lnteroonnectloh as re uired I I X LL per e314 4 and pe aanent Note: cV I 0 I O ' a O I i `o warm per 314.6. l I Replace Sheet Rock Celhng , _ c� I O I O r I per 9 P 4.4 ad permanent_______ I _ I w FCNvss 5�N�FA izo,per R315, ____ __ N U II I wlrm er 31 6. I I N To provide 2 power sources for I With I HR Rated I (n 4 r 1 All Else to Remain _ _ I '�Lp t o New floor�0 St5 11 1 4 NFW 2'6'X6'8" 1 5D Note:Provde smoke alarm C I Chimney Opening NE NEW DOUBLE 68 LE SHOWER ------- i O mterconnectlon as requved i X GREEN DESIGN to i N- 1 thls Area to Close I per R314.4 and permanent I 1 1 30 Mm wlnn er314.6. �j�J ARCHITECT BRIAN 0 CONNOR z _ z 2 X 12 - --- 0"x3'9n I I I g p _ , ' RIDGE BOARD W I POCKET DOOR I 25 .F. Mln der o 1 �' I ' BEDROOM 3 4. 5. 130 N. WINDHORST AVENUE W f�l = b, , C,1 = � x' �= PRIMARY BEDROOM �' ' r 13 1855E `� ,� CV N �_ 9______-__________________________J_____1___ _ �__ ______ i__-___-_____-_ _1_' -_ ___ __ ___ _ _____ _____ IQ fire FxR Window I 1 W �I - m _' _ -- - 236.95 S.F. I 1 I BATt1 ® V 20'Mm.Net Clear WidthI o; n 1 L____'J , PRIMARY DC 24'Mm.Net Clear Neightl - _ NO Cf1ANGE 4 BATHROOM 39.5G S.F. 5.75gFt Mm NetClear;Openmg BETHPAGE, NY, 11714 710 X9 2 co 0 x p I I M 44'Max.511 height Al ovq Floor , 71.785.F. 0 1 10 vaulted Celhng oI nComp6ance With I (516) 476-8168 Note: ® I p I I Von to (,O Re lace Sheet Rock Cedm cv II� The 202o NY5 ResidenbaiCode New 2 x 8 Floor Jo1st5, ;� p g UPGRADED ; ;TOILET 3'0"X5'0" N A5. NEW CA5. Croweng@aol.com 3/4' Plywood and Insulation ; Icy � with I HR Rated I I I �� I I 15.0 S.F. � UCA2418 UCA3044 , EXISTING D.n. i I y o------- (f 1 N v Over Cellar,Finish Floor to `Z -. 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(917)251 -7614 0 O hopedraftingsvc@gmail.com O I � I EXISTING EXTERIOR SHEATHING AND � O DRAWING NAME: W � NEW ROOF BELOW L 51DING WILL REMAIN AS 15 . ANY z PITCH 2/ 12 EXTERIOR M i NOI� REPAIR R WILL BE DONE z N- PROPOSED SECOND FLOOR LU d IN KIND MATCHING EX15TING SHEATHING AND SIDING . I I I I 1 I I 1 I I 1 I I 1 I I I I I 1 L--------------------------------------------------------J I t STAMP A. /E. : DATE: D ilill C 5'-111 I 21_511 I11-4 11 I 21_511 2 1_511 r I 4'-911 1�a31_011 I11_311 21_011 I 41_311 �1I 2'-G I 3'-7" I2'-3" I 3'-0 I 3'-1 1" I 7S A 1_ 1 5'-911 I 1 71-1 011 5 3'-011 1 1'-3'i 1 G'-311 �'I 1 5'-1 011 1 27'-511 -1 1 23'-1 1" 1 q� 5 5 2'-811 DRAWING No: EXISTING BUILDING NEW GREEN HOUSE NEW MUDROOM A 106000 DATE: PAGE No: 12/11 /2024 9 OF 20 DOB STAMP: PROPOSED SECOND ELOOK 15085 5 . 1= . SCALE 11411 = 11-011 DOB APPLICATION #: i i PROPERTY LOCATION: NEW GREEN HOUSE EXISTING BUILDING 150 BAYWATER AVE NEW EXTENSION EXISTING BRICK SOUTHOLD, NY 11971 COVERED PATIO COVERED PATIO LEGEND: I E D EXISTING WALL TO REMAIN -7\ 2 q EXISTING WALL TO BE REMOVED O �� 3 tL NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD f- ^ C � O �u STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 0 Q NOTE: Lu� 1 U FIBER GLASS INSULATION WITH VAPOR z °- ALL PROPOSED OVERHANG �� PITCH 2/ 12 _ Q ; BARRIER(R-13) BETWEEN WOOD STUDS p TO MATCH ORIGINAL ROOF xo ROOF BELOW Q z U I/2"EXTERIOR PLYWOOD SHEATING, BUILDING W N� = I-- rr nn 4 PAPER AND VINYL SIDING FINISHED. >C In 0 �@) FU- 0 V NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL W W — O W _z PARTITION CONSISTING OF 2'X 4"WOOD ------------------------------------------------------------------- i i i O> � � � Z CV R � RUN5TUDERS AND ONE LAYER 5 WITH TOP AND 0 5/8"0o THICK V OO 2 Z = J v J GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-SM O X Fes— � CMO HARDWIRED SMOKE DETECTOR AND CARBON Z NEW ROOF BELOW �► 5D MONOXIDE DETECTING DEVICE. ---------------------------------------------------- ------- ----------------------------- rr nn 75 CFM MH EXHAUST FAN ^ V ® (WHERE IS REQUIRED) w-> w PITCH z PITCH 4112 PITCH 4112 w _ _ N U i o U X X _ EXISTING DOOR D z C �, �, EX15T1 NG ROOF C X i N_ N- i 0 p z 2 X 12 Z 2 X 12 PITCH W NEW DOOR = J RIDGE BOARD RIDGE BOARDz D NO CHANGE Lu m NEW RA15ED ROOF REVISIONS w ; w PITCH 03/15/2025 W ' 0 ' z LL PITCH 4/ 12 LL d 04/01 /2025 X� d � X� PITCH 4/ 12 -------z ---------------------------------------- � ; No � o0 Lu — �/ i N- i N- z W w @� ; w @� � PITCH d i NOTE: i -r--------------------------------------------------- - 4----------------------- MINOR DRYWALL AND INSULATION GREEN DESIGN cn PATCHWORK PROPOSED IN EXISTING ARCHITECT BRIAN O'CONNOR Lu PORTION OF THE HOUSE . 130 N. WINDHORST AVENUE --------------------------------------------------------------------; �o BETHPAGE, NY, 11714 N= EXISTING EXTERIOR SHEATHING AND 0 (516) 476-8168 SIDING WILL REMAIN AS IS . ANY 0 Croweng@aol.com z O EXTERIOR MINOR REPAIR WILL 13E DONE z HOPE DRAFTING & p NEW ROOF BELOW IN KIND MATCHING EXISTING SHEATHING PITCH 2/ 12 AND SIDING . EXPEDITING SVC LLC. ' BEATRIZ E FIRPO 125 CORTLAND STREET i PROPOSED ROOF PLAN COPIAGUE, NY, 11726 IL------------------------------------------------------- SCALE I /4�� = I I_Oil (631 )575-6254 I (917)251 -7614 ---I. D p g g( hn edraftin svc mail.com E EXISTING BUILDING DRAWING NAME: NEW GREEN HOUSE F"� NEW MUDROOM I� PROPOSED ROOF PLUMBING WASTE DIAGRAM GAS RISER DIAGRAM STAMP A. /E. : DATE: EXISTING Roof VENT 5 4 EXISTING ROOF VENT ROOF VENT .�ti�ENEW —NEW D ARc ROOF NEW MASTER BATHROOM \ I I STOVE , i I EXI5TING _2"_ ��` 2" 2" !/ LAVATORY I LAVATORY 1 1 I LAVATORY I I 1 II 1 I 1 1 3 we 1 I 1 1 WC 3/4 NEW ROOF I Tu I I DRAWING No: VENT I c.o. SH ER 5MdAI I 2ND FL. 15T FL. MUDROOM ROOF, 2, A 107 00 3„ 2, I 3„ FROM EXISTING _____ 1 2„ 1TCONNECTTO 11 EXTEND EXISTINGDATE: PAGE No: 2= , �_ �__ I3 GAS LINE LAVATORY, 1 I , --- , 12/11 /2024 10 OF 20 , , LAVATORY , I NEW GAS RISER DIAGRAM w 1 ' WASTE3" DOB STAMP: 1 13°ExlsrwG SCALE = NT5 I/2' 1 I 1 15T FL sHowE W 2 112 I 3" 2' 4" CONNECT TO 4" EXISTING WASTE PLUMBING WASTE DIAGRAM DOB APPLICATION #: SCALE = NT5 PROPERTY LOCATION: 150 BAYWATER AVE U W SOUTHOLD, NY 11971 z_ z LEGEND: 1 , 1 1 EXISTING WALL TO REMAIN LL O I= ® 10 EXISTING WALL TO BE REMOVED iL 3 _� n NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD 11-_ 5TUD5 @ I G"O.C., 1/211 GYP. BD.,3 1/2 FIBER GLASS INSULATION WITH VAPOR LJ ; ; ; ; BARRIER(R-13)BETWEEN WOOD STUDS �►T—� Fl 7r4- 1+ T� LA 1/2"EXTERIOR PLYWOOD 5HEATING, BUILDING PAPER AND VINYL 51DINGFINI5HED. L_J L_J NEW GREEN HOUSE L_J NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL EXISTING BUILDING NEW PARTITION CON515TING OF 2'X 4"WOOD EXISTING MUDROOM COVERED PATIO STUDS WITH TOP AND BOTTOM WOOD 1 37-10" 51DE YARD I 23'-411 I 12G'-I" SIDE YARD I RUNNERS AND ONE LAYER OF 5/8"THICK GYPSUM BOARD ON EACH SIDE. PROP05ED SOUTH EAST ELEVATION BSA CAL#301-G0-5M HARDWIRED SMOKE DETECTOR AND CARBON SCALE 3/3211 = 1 1-011 Sp O MONOXIDE DETECTING DEVICE. ® 75 CFM MH EXHAUST FAN WHERE 15 REQUIRED U ' ' Lu z I s�� z EXISTING DOOR J 1 tiF 1 J - NEW DOOR o I U1 1U REVISIONS 01 ® rrn 00 all Effl10 ry �0 R/ 04/01/2025 CL I I 1 1 1 1 1 1 1 1 I I i t I I I I I I I I I I I I I I I I I IF I I I I L-J L-J L_J NEW MUDROOM EX15TING BUILDING GREEN DESIGN 130'-8" SIDE YARD , 14'-511 13-01 27'-911 1 24'-7" SIDE YARD I ARCHITECT BRIAN 0,CONNOR PROF05ED NORTH WEST ELEVATION 130 N. WINDHORST AVENUE 5CALE 3/3211 = 11-011 BETHPAGE, NY, 11714 (516) 476-8168 Croweng@aol.com HOPE DRAFTING & U EXPEDITING SVC LLC. z ( ® I z BEATRIZ E FIRPO N® 1 J 125 CORTLAND STREET rrn- COPIAGUE, NY, 11726 ®® ® ® I - � (631 )575 6254 1 1 U (917)251 -7614 I hopedraftingsvc@gmail.com 0 I 10 R/ DRAWING NAME: - - - ---- CL 0 _ - .,. - _ _ I I I I I I I 1 1 i l LIJ LJ j LJ LJ LJ i t F------------------- --..LJ SKY PLANE DIAGRAM 1 1 1 1 I I I $-YNM __________________________ _________ ;_____________________� ti L_J L_J `--.I L-J V EXISTING BUILDING EXISTING COVERED y/ NEW EXTENSION y PATIO COVERED PATIO K EXISTING BUILDING X NEW GREEN HOUSE y 1 15'-811 FRONT YARD 1 24'-711 1 27'-10" 201-1" 1 1 ISLA" PROP05ED SOUTH WEST ELEVATION STAMP A. /E. : DATE: • SCALE 3/3 211 = 11-011 .c�+RED ARCy, 0 I t� U z e ; s�� z t DRAWING No: U11111 111111 llyllill 111111111111 Illp Jill, a 1 U L I - o-- — 10801 0� F 1 0 1 • - DATE: PAGE No: CL 12/11/2024 11 OF 20 I F' n. 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ING ROOF ,4 COFFER GUTTERS Iry ;, ,1 125 CORTLAND STREETTORM ­ EAINAS 15 �� " '- COPIAGUE NY 11726 , 1 , - >, .! - e:; EXISTING MARVIN HISTORIC WINDOW = z,1.", ! = 2)2 x 8 H ACE ( ) 6 HEADER- � ;­ 1��I, ,I ` � uc iDHk 2415 - (631 )575-62, ,�;, �, CEDAR SHINGLE 2 x 5 "''' - FLAT G14X3 TRIM n 54 $.­ 1_� ,' EA, TO REMAIN A �V N, S 15 DER N HEADER , ­Ir'�S�,, " , "" 0 - - �II CEDAR SHINGLE (917)251 -7614 � - , 1 �� 11 , " ,��� '­ ' hopedraftinF gsvgmailxomg� I m ,"v," , - DRAWING NAME:� `, �--; - ,;,,,," " EXISTING 14� UCA1O'4 ;z ,; �GR55 i _ 11­�� /� EXISTING ROOF NEW ROOF ' C TO REMAIN A515 22x162ND FLOOR \j (2)2 x I0 , 2 2xA P8 HEDER 2 2 x 8 HEADEP ROPOSED ELEVATIONS , - - - HEAD HEADER , 4 ,,0 __ _ _ _ -- - - - -7-- - NW NW NW NW =t a: �,,_�; " "� " "" "' ' . - i I :WOOD CEDAR, \ = I . ( n < I- N� w Y STAMP A. /E. : DATE: E45TING LX15'1G I .CARED A �n 15TFLOOR - _J----L _r_,[1 . _"_ _ ____ - � /k% - -I u * Iap . GRADE 1 - : I I : : : : : : : ;: :: : I pI ; : : : : : : : i :: :: : :: : � : : : :I I , I : : : : : :: :: : :: : : : : : ; � : �I I I , I , : II : := : LL-J __J L--J L--J L--� � : I :I z : DRAWING No: 0 I I I I u I: : < : I : 241-711 : : n I 27-10" : 201-111 BASEMENT � : b ; i : 1 Ln : : :1-------------- rJ : _ 4 L: _ � : : : 0 DATE: PAGE No: 12/11 /2024 12 OF 20 EXISTING BUILDING EXISTING BRICK NEW EXTENSION DOB STAMP: COVERED PATIO COVERED PATIO EXISTING BUILDING NEW GREEN HOUSE PROPOSED SOUTH WEST ELEVATION D ff SCALE 114" = P-0" i DOB APPLICATION #: i bm ,, i I � I ---------i I 1 ; A B C PROPERTY LOCATION: MATERIALS LIST NOTE: 150 BAYWATER AVE MINOR DRYWALL AND INSULATION EXISTING ROOF SOUTHOLD, NY 11971 11",,k'v1I(1-II"��";:�,',I����,,t�5,-I�""1-,,,1 I11�II1-'",,�1,-,,I","'�"��1!1,,��,el��;-�,�:1�',I1,,--,,�/. ;1,.��'�iI�1,,4...�, "�` ' ` ` PATC N WO RK PROPOSED I N EXISTING TO REMAIN AS IS 11=l1nI-hv1-44i NEW RAISED ROOF „ p ,Y � v,y,: f _ RIDGE LEGEND: .-,t:l,�-��,, ,1f I�5�III�,:�����1 I,-�5,l"',,I �,-I�"-,-:,�t,'_:,�I,-,`7,,L;-". 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ANY sr:,, " ,', ": EXT E RI O M I N O IZ REPAIR WILL BE DONE EXISTING WALL TO BE REMOVED x,- ':1i - y�'',*.� xv�'. �.. ATCHING EXISTING SHEATHING 3 A � I N KIND M J L':" `tl ,• ;,X`.g;: ,, NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD : *LL '`;; STUDS I G"O.C. 12"GYP. BD. 12 TW _, ;-',' AND SIDING . @ / 3 / ,:„ ` " COPPER GUTTERS FIBER GLASS INSULATION WITH VAPOR ;.,.g.. µ.';. -: ;1<; "'`" " :;; . . .:: :_; CEDAR SHINGLE BARRIE R- ETWE N W ". �. m MARVIN HISTORIC T I/2"EXTERIOR PLYWOOD SHEATING, BUILDING (2)2 x 10 HEADER (2)2 x 10 HEADER (2)2 x 10 HEADER �; r..,;„ a.- :: ;:.' -, WINDOW O t,= , :;'` e,"z"'', �, 4 PAPER AND VINYL SIDING FINISHED. ., "tl' ,, g f; FLAT G/4X3 TRIM 2ND FLOOR , - __ - , : .:. , " . " , ' " %,. ,, .,. >x-, _ ___ _______________ N W N W N W N W N W N W (2)2x8HEADER NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL COPPER GUTTER 5TYLE N W N® STUDS WITHOTOP ANID BOTTOM WOODOD RUNNERS AND ONE LAYER OF 5/8"THICK n, GYPSUM BOARD ON EACH SIDE. 4"MIN. - BSA CAL#301-GO-5M uD1 G2 2014 CM HARDWIRED SMOKE DETECTOR AND CARBON I/4"TO I/2" SD O MONOXIDE DETECTING DEVICE. 5:; , . ::; N AN ' .v . :. - p 75 CFM MH EXHAUST - ;..:,..:,x<. DRAINAGE A ® F -: _ ,-;, - '_4{ -, v, .ry. AIR FLOW ---- - ------ ------- ------ ------- - ---- - - -- - - - ---- - - - -- - - - IST FLOOR (WHERE IS REQUIRED) ,' ' m .. "..,,,.... a,✓.... ., ,,,,,,, O ;.,.. , FLAT G/4X3 TRIM.,, ,, , . ..F , ,. . . :,,. ., ::x.,a ,. .. ' i. I'.. I 1 1 - EXISTING DOOR " BRICK FOUNDATION , ; I I BRICK FOUNDATION CEDAR SHINGLE :.t , , I I `'"" SIDING � CLADDING CLADDING i` , .: , I j , „; .,.. .. , 5.,:y, { I I I I ;;'- -- : : : : o NEW DOOR ? > 1 ... ' I I I 1 I I ;..v ...,,,... , ,, ,.. 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I -7 I 9-3 I I z3-4' I I fi 1V"V I / ,.,, sy " i ,, .. , _ "'y,,.°', I I 1 I I ; REVISIONS V-�t,�-�1*,"III,�':�1�"'II,,",-� ,,��,-,,�I,,,",,I"i"�,'1,�,,I,�,,�-'���,�",,�II,�I---5,: :,"/",I�,-I'I.,,",i'.,,;x,1 I,1��" �,,!,:,,�1!,II-�,,x-�I1-" �,,-":1'�",-'-,�"!,I�_1 I"I 1�1 ;1,,,II�,�5,I\1�",,-�- %�1:,�,-1",-7s�1, ,I�I,,IIi E $ 's, I I I gym,;: TRIM TO SHINGLE DETAIL I : � BASEMENT p`¢ . �,. ., x „ %,n ----------------------------------------------- --------------------------------------- , I 03/15/2025 I1,I ,.],�t�)I,�-1,,,,I�;,,�,�:"�-',-�1I;,"/-�,-�I�-"I:�,,-�-"T,,1�,,,"-,I 11,i-":1"""�"I,,,,,��,,,"1II,�'1�"'',"f"I1,,I-':t�I1-r.1,1:�,,,,:,"I;;,:"-.;�:�,,�,,,�I�,-�I,�1;,-�,1,-.,; .;1,�-.,�',1�,'',,'�,�,1-,I",,�141'I�1:1"",�,,1,-tII',,,1-1,I 1""1-II,,.",I��"1"T%,�-,1�11 1�'�,v�,�!-W:',,,:-"1�,,�",;.:",",,"�I �-'I, :,";�,,I-,1 "�,�11-�:,1,II,�-,I 1,-,1��;,",,�';�`I:,�-1- ,�I-.�,"",-1",,,,1";'1-�1-,1,,"1'�:-', I,";,1 1,,''"�',"," 1f, h',� ., e t y., S'o-'' 9 e :,;s,r,.w.rra..,,a,•,,,.•r.»>,"r,;:r:. .,,.s, •s{,"q,/ >✓..,. _ :,j II r T T i r C ;`, ,6; : ',4. ::,. ,:, SCALE I/4" - I'-0 /' 4.. 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UDHG22418 UDHG22 18 NEW (2)2x8.HEADER (2)2x81EADER hopedraftingsvc@gmailxom ABOVE ROOF (2)2 x 8 HEADER N W N W 2)z x 8 n ADER N W UCA2416 o DRAWING NAME:r.;. I L-.:'�� p,Fc . s ` { PROPOSED ELEVATIONS EGRESS EXI5TIHG v # M ^. V KI '.s. §€% C9 , V , 2 2 x 10 HEADER I - ';" r - ( ) 2)2 x 10 HEADER 2ND FLOOR - `.' 1 4-0 - . 4 , ,a; NW NW NW NW „ 1' (2)2 x 2 HEADER I 2)2 z 10 HEADER (2)2 x 8 HEADER (2)2 x 8 HEADER ' . "e.', a N W N W - ,, STAMP A. /E. . 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Nauw'."trFiul K..rlvi;ae. }II #x' ., �L ` NEW GREEN HOUSE -$, � ;; EXISTING BUILDING \I/ fib, J ' £," � , � ,15, rf ' A NEW GREEN HOUSE NEW MUDROOM G/42" WHITE FLAT TRIM FOR WINDOV5 AND DOORS TO MATCH EXISTING H15TORICAL I DOB APPLICATION #: PROPOSED NORTH EAST ELEVATION SCALE 1/4" = I'-0" I i i 1 PROPERTY LOCATION: EXISTING ROOF RIDGE LINE TO REMAIN UP TO LINE OF 150 BAYWATER AVE SETBACK WITH EXCEPTION OF GAMBREL DORMER PARTIALLY WITHIN SETBACK TO BE REMOVED : 0 U T H 0 L D, NY 11971 Q EXISTING ROOF D TO REMAIN AS IS NEW RAISED ROOF LEGEND: UP TO LINE OF SETBACK 1 RIDGE NEW ROOF BEYOND , EXISTING WALL TO REMAIN 2 Note: D"G2 2418 UDHG2 2418 EXISTING WALL TO BE REMOVED Replace Sheet Rock Ceding (2)2 x g (2)2 x g m 3 -171 1-T-I1 I I1 . 11 1 F011 c — With t R Rated ® FADER ® N �✓ "FADER All Else to Remain o NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ 10 O.C., 1/2"GYP. 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AND CARBON — eate t N W N 'uV t�J W N W7Y� ]E EXISTING ® WHERE IS REQU RFD) FAN WOOD STAIR EXISTING EXISTING IfEE 1ST FLOOR ENTRY IjII P STORAGE 111 L—A -7 -- - - - -- -------L 15TFLOOK Aill o EXISTING DOOR GRADE _ :r\\�\r\\\i\\\i�\y\\r\\\i�\\i\\\r�\�\�• ELECTRIC /\ PANEL j�� 1 I NEW DOOR REVISIONS 1 \ � � ' 0 03/15/2025 I I EXISTING CONC. SAGE NOT FOR UNFINISHED BASEMENT ' EXIST. CONC. SLEEPING 04 01 2025 SLAB / / FOUNDATION (TYP.) ACCOMODATION5 \� BASEMENT ----------------------------------------------------------- 1 r`---------------------------�- r----------------------- r---------------------------------- /\ EXISTING BUILDING EXISTING BRICK NEW EXTENSION COVERED PATIO COVERED PATIO EXISTING BUILDING NEW GREEN HOUSE GREEN DESIGN ARCHITECT BRIAN O'CONNOR I 130 N. WINDHORST AVENUE BUILDING CROSS SECTION A-A D E B ETH PAG E, NY, 11714 SCALE 1/4" = 1'-0" (516) 476-8168 A EXISTING ROOF RIDGE LINE Croweng@aol.com TO REMAIN UP TO LINE OF SETBACK WITH EXCEPTION OF HOPE DRAFTING & GAMBREL DORMER PARTIALLY EXPEDITING SVC LLC. WITHIN SETBACK TO BE REMOVED EXISTING ROOF TO REMAIN AS IS D E BEATRIZ E FIRPO UP TO LINE OF SETBACK o NEW RAISED ROOF � 1 125 CORTLAND STREET RIDGE NEW ROOF BEYOND COPIAGUE, NY, 11726 la 11 111111 Ill (631 )575-6254 COPPER GUTTERS (917)251 -7614 MARVIN HISTORIC WINDOW"G2 24 I E UDI1G2 24 18 ho edraftin svc mail.com - D (2)2 x 8 (2)2 x 8 FLAT G/4X3"TRIM p g g 11 It 11 11 IT 11 111111 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 ITTIN "FADER N N "eADER CEDARSHINGLE DRAWING NAME: GREEN HOUSE ROOF: — ,Note: 2X 12 R.R. @ I G O.C. 1 Replace sheet Rock C RAFTER I/3 DISTANCE FROM RIDGE BUILDING eiling with I "R Rated COLLAR BEAMS EVERY OTHER AI'Flee to Remain 3/4 PLYWOOD CROSS SECTION WEATHER SHIELD ROOF Under 5'0" TIMBERLAND ARCHITECTURAL ASPHALT ROOF TILE —/Ik P EXISTING ROOF TO REMAIN A5 I5 I GREEN 851NCH CLOSED CELL SPRAY FOAM 2ND FLOOR CLOSET I INCH RIGID R 7 FOAM NON CRUSHABLE. --- --- --- --- --- --- -- --- --- --- --- --- --- --- --- --- --- --- --- --- - 5/8" 1 H _ R RATED GYP BOARD � 3/8"Max. _ COLLAR BEAMS CAN BE EXPOSED , Start irPad Depth _ __ _ _ 5e.ktT-1, the I N w N w - - STAMP A ✓E. : DATE: Smal Flight olf5t—�� ' mallet i N D ARC EXISTING y — � reate t N W ��`_a"t. - /.�*�C'► 11111- �4 .,1 WOOD STAIR ��� o EXISTINGL 1E 1E J1 COVERED rATIO ENTRY FP EXISTING NOT HEATED;SPACEIE 15T FLOOR _ STORAGE I ST FLOOR o GRADE _ N FILLER ELECTRIC / ..\!i\!i\!i\!i\!i\�\.�\/\!i\!i\/\!i\!i\/\/\//\/\�\!.�\!i\!i\!i\..\!i\!�\i\//\. \/i \/i / \�i` DRAWING No: PANEL \� ` /� 1 1 1/2" RCA MACHINE COMPACTED 4"THICK MONOLITHIC y\ \� CRUSHED CONCRETE POUR CONCRETE SLAB NEW 12"THICK CONC. FOUNDATION / j\ < Y \� MIN. 4'-0" BELOW GRADE NOTE: \ E , //\ EXIST. CONC. SPACE NOT FOR UNFINISHED BASEMENT /� In ✓r��,'r�\r. r. %T�/, r EXISTING CONC. SLEEPING \\i o I ' ' BASEMENT FOUNDATION (TYP.) SIB ACCOMODATION5 /\ "' \� DATE: PAGE No: -------------------------- ' r L, 12/11 /2024 14 OF 20 NOTE: r\/\ �� / MINOR DRYWALL. AND INSULATION �'�\'�'�� DOB STAMP: EXISTING BUILDING EXISTING BRICK NEW EXTENSION PATCHWORK PROPOSED IN EXISTING COVERED PATIO COVERED PATIO PORTION Of THE HOUSE. EXISTING EXTERIOR SHEATHING AND EXISTING BUILDING NEW GREEN HOUSE SIDING WILL REMAIN A5 15. ANY I EXTERIOR MINOR; REPAIR WILL DE DONE BUILDING CROSS SECTION B-BINKIND MATCHING EXISTING SHEATHING D I DOB APPLICATION #: AND SIDING. SCALE 1/4" = I'-0" I I I PROPERTY LOCATION: NOTE: `° GREEN HOUSE ROOF: EXISTING ROOF NEW RAISED ROOF 2X 12 R.R. @ I G O.C. MINOR DRYWALL AND INSULATION TO REMAIN AS ISEl o COLLAR BEAMS EVERY OTHER 150 BAYWATER AVE PATCHWORK P IZO POS E D I N EXISTING RAFTER I/3 DISTANCE FROM RIDGE _ _ _ RIDGE PORTION OF THE HOUSE. 3/4PLYWOOD SOUTHOLD, NY 11971 WEATHER SHIELD ROOF TIMBERLAND ARCHITECTURAL ASPHLE 15 L5 FELT ALT XISTING EXTERIOR SHEATHING AND 8INCHROOF ICL05ED CELL SPRAY FOAM LEGEND: E I I INCH RIGID R 7 FOAM NON CRUSHABLE. I SIDING WILL REMAIN AS IS. ANY 5/8" I H R RATED GYP BOARD. = EXTERIOR MINOR REPAIR WILL BE DONE COLLAR BEAMS CAN BE EXPOSED EXISTING WALL TO REMAIN IN KIND MATCHING EXISTING SHEATHING Note: 1 El F ' Replace Sheet Rock i — 2 JED I AND SIDING. 10eilme With I HR Rated All Else to Remain FIFE GREENHOUSE EXISTING WALL TO BE REMOVED ---- 5HOWER PRIMARY CL. PRIMARY 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD \` BATHROOM ; BEDROOM 6? STUDS @ I G"O.C., II2"GYP. BD., 3 I/2 UNDER 510"; BEDROOM 3 BATH. ' _ FIBER GLA55 INSULATION WITH VAPOR 2ND FLOOR v -- BARRIER(R-13) BETWEEN WOOD STUDS 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING I — ' 4 PAPER AND VINYL SIDING FINISHED. I I I I �, NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL L I 1E I n, �_, PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD EXISTINGIL RUNNERS AND ONE LAYER OF 5/8"THICK JE DINING ROOM I HATCHNEW GYPSUM BOARD ON EACH SIDE. NO CHANGE KITCHEN BASEMENT BSA CAL#301-GO-5M ACCESS I ST FLOOR _ I ST FLOOR Sm O HARDWMONOXIRED IDE DETEOCTENDG DEV OE AND CARBON JEJ EXISTING FILLER _ GRADE WOOD 5TAIR - ® WHERE IS REQUIRED) FAN ELECTRIC I I I/2" RCA MACHINE COMPACTED 4"THICK MLITHIC-/ PANEL110 CRUSHED CONCRETE POUR CONCRETE SLAB o z , Ct NEW 12"THICK CONC. FOUNDATION EXISTING DOOR MIN. 4'-0" BELOW GRADE _ �o NOTE:EXISTING CONC. UNFINISHED BASEMENT ' SPACE NOT FOR NEW DOOR SLAB CONC. 5LEEPING BASEMENT FOUNDATION (TYP.) ACCOMODATIONS �Q sz REVISIONS I� I� I IZn to ---- � 04/01 /2025 EXISTING BUILDING NEW GREEN HOUSE BUILDING CROSS SECTION C—C D E SCALE 1/4" = 1'-0" GREEN DESIGN ARCHITECT BRIAN O'CONNOR A B C A B C 130 N. WINDHORST AVENUE BETHPAGE, NY, 11714 EXISTING BUILDING \I/ NEW ADDITION EXISTING BUILDING NEW ADDITION \I (516) 476-8168 NO CHANGE � NO CHANGE EXISTING ROOF RIDGE LINE Croweng@aol.com TO REMAIN UP TO LINE OF A SETBACK WITH EXCEPTION OF HOPE DRAFTING & GAMBREL DORMER PARTIALLY EXPEDITING SVC LLC. EXISTING ROOF WITHIN SETBACK TO BE REMOVED EXISTING ROOF TO REMAIN AS IS TO REMAIN AS IS NEW PA15ED ROOF _ RIDGE _ _ RIDGE BEATRIZ E FIRPO NEW RAISED ROOF �p -- 125 CORTLAND STREET UDHG22014 GREEN HOUSE ROOF: COPIAGUE, NY, 11726 2)2 x 6 1EADER 2X 12 R.R. @ I G O.C. COLLAR BEAMS EVERY OTHER (631 )575-6254 RAFTER 1/3 DISTANCE FROM RIDGE _ EXISTING ROOF LINE - "' 3/4 PLYWOOD - (917)251 -7614 MUD ROOM ROOF I— fl J IJ T 1 1 1 1 IT1 11 1 IT11 11IT11 WEATHER SHIELD ROOF 2X10R.R. @ IGO.C. z b_ TIMBERLAND ARCHITECTURAL ASPHALT ROOF TILE b_ Il0 edraftin SVC mail.com CEILING R-49 `�' - PITCH 2/12 8 INCH CLOSED CELL SPRAY FOAM P g @g CLOSED CELL SPRAY FOAM INSULATION K7 CONTINUOUS RIGID FOAM INSULATION w 11 e��ON AI\2 plrCh4/12 5/8"c1H RIGID R 7 FOAM HP FATED GYP BOARDN CRUSHABLE. DRAWING NAME: WITH 5/9 1 HR RATED GYP BOARD c� _ COLLAR BEAMS CAN BE EXPOSED -- Ex T Ex T PRIMARY BEDROOM PITC"2�12 EX T PITC"2112 �, BUILDING CROSS SECTION _ _ __ PITCH 2112 — _ __PITCH 2112 GREENHOUSE ___________ _ 2ND FLOOR - - -- - - - 2ND FLOOR - - -- ------------ -- - ---——————------ (2)2 x8 HEADER NW NW NW N 1V (V N 1E I Cn N Ell] Cq (V tl- - STAMP A. /E. : DATE: UDHG2 2014 �tED/QP�t'T Trr KITCHEN MUD :1E _ I ST FLOOR _ ____ _ _ _ __ _ _ _ __ _ _ _ _ I ST FLOOR FILLER GRADE _ GRADE * f / \�\ '\/ y/�\4 TH/CK/\MO/N\0/ITH/�C/ /�y/��/�\ ��//��/��//\ /. /%/%�y �yj I ...L.... ' BRICK FOUNDATION m �/\ �\j �j POUR CONCRETE SLAB y CLADDING 111 OUNDATION CLADDING I I / 1 ✓ 11 1/2" RCA MACHINE COMPACTED �< CRUSHED CONCRETE ` _ DRAWING No: EXIST. PILE />\ NEW 12"THICK CONC. FOUNDATION 1- I ' — --------- ---r---------------------------------------- ---r----------1--y ----------------------------1— I I I I EXISTING FOUNDATION , MIN. 4'-0" BELOW GRADE � I I I I EXISTING CONC. EXIST. CONC. I I I I I I FOUNDATION (TYP.) SLAB BASEMENT BASEMENT — IL-----------------------------------__________ J L---------------------__--_______-__-----J I ------------------ ------------------------- '' --------------------------------------------- J L_ J L 112 ,000 r T— \ \ \ \ r �— —r r r � L-------i \�/'�/� I I -------------------------------------I I I I I I I 1 ' 'I I I' ----J ' 'I L-----J , „ DATE: PAGE No: 3-I I 1 _ 7-I I 1 23-4 1 10-0 1 1 3-11" 1 12'-4" 1 14'-0" 1 14'-5" NEW GREEN HOUSE 12/11 /2024 15 OF 20 EXISTING BRICK NEW DOB STAMP: COVERED PATIO EXISTING BUILDING MUDROO EXISTING BUILDING NEW Iz C EXISTING BRICK > MUDROOM EXISTING BUILDING 11101 COVERED PATIO ---F A B C A B C DOB APPLICATION #: BUILDING CROSS SECTION D—D BUILDING CROSS SECTION E—E SCALE 1/4" = 1'-0" 5CALE 1/4" = I'-C" { PROPERTY LOCATION: CONTINUOUS R7 5/8" IHRSHEET ROCK FRAMING DETAIL FOR HURRICANE TIES AND NAILING SCHEDULE 150 BAYWATER AVE FOAM BOARD 5/8 PLYWOOD SOUTHOLD, NY 11971 2XG WOOD STUD I Gli O.C. BENT#5 REBARS 2'0.C. TO CONNECT THE FOUNDATION AND THE FLOOR SLAB LEGEND: CLOSED CELL SPRAY %K ALL LOAD PATI1,� FROM FOUNDATION TO ROOF ARE CONTINUOUS AND AT EVERY WALL STUD � FOAM IN5ULATICN R-31 2' LONG IN BOTH DIRECTIONS NOTE: 1 BUILDING WRAP- FINISHED FLOOR, 1/2" FLOOR TILE ALL MODEL NUMBERS SPECIFIED HEREIN REFER TO 51MP50N STRONG TIE PRODUCTS,EACH OF THE I/4"TILE ADHESIVE CONNECTIONS SHOWN REFLECT TYPICAL CONDITIONS AND ARE ONLY APPLICABLE WHEREVER NECESSARY EXISTING WALL TO REMAIN CEDAR SHINGLE- STRAPPING IS 1 1/4'x20 SAGE PROTECTIVE MEMBRANE HYDRONIX PEX PIPING 3/4" DIA. IS CONSIDERED PRESCRIPTIVE. 2 + CAPILLARY BREAK GXG 10-GA. WWF REINFORCEMENT ALL NAILING MUST BE IN ACCORDANCE WITH TABLES 3.415$3.GA FROM 2001 WFCM ALL PERFORMED CONNECTIONS ARE TO BE EXISTING WALL TO BE REMOVED _ NAILED IN STRICT ACCORDANCE WITH THE 4" SHELF AT GRADE FOR 4" 3,500 PSI CONCRETE SLAB MANUFACTURER'S SPECIFICATIONS 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD BRICK TO BE LAID + 2" NON CRUSHABLE POLYSTYRENE FOAM C520 6 8D 6 MIL. VAPOR BARRIER IN EACH CONNECTION C520-8-8D FIBER GLASS INSULATION WITH VAPOR COLLAR JOINT FILLET = 6 RCA MACHINE COMPACTED V WITH MORTAR GRADE o 0 0 0 0 0 o CRUSHED CONCRETE( DEPTH MAY VARY IN EACH CONNECTION HTS20- 12-I OD BARRIER(R-13) BETWEEN WOOD STUDS <> IN EACH CONNECTION 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING DEPENDING ON THE GRADE) 3,500 PSI CONCRETE 4 PAPER AND VINYL SIDING FINISHED. 12" WALL FOUNTDATION PLATE SAME WIDTH AS WALL NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD z RE BAR 3' BOTH DIRECTIONS STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK o GYPSUM BOARD ON EACH SIDE. 2" POLYSTYRENE FOA BSA CAL#301 -GO-SM DETAIL MONOLITHIC FOUR Off CONCRETE CM HARDWIRED SMOKE DETECTOR AND CARBON i SD O MONOXIDE DETECTING DEVICE. #5 REBAR AT 2' OC CONCRETE S LAB - FOUNDATION N D AT I O N HORIZONTALLY AND VERTICALLY - 12" SCALE I/4" = I'-0" ® 75 CFM MH EXHAUST FAN 1— 2" (WHERE IS REQUIRED) RIDE TENSION STRAPS ROOF RAFTER TO TOP PLATE TOP PLATE TO STUD EXISTING DOOR "C"MAY BE OMITTED IF HT520 STRAPS ARE DES 1 G N LOADS CONNECTED DIRECTLY TO STUDS NEW DOOR THESE PLANS WERE DESIGNED TO MEET THE EXTERNAL LOAD CONDITIONS NOTED BELOW. HOWEVER, DESIGN LOAD SPECIFICATIONS(ESPECIALLY FOR ROOFS)VARY FROM REGION TO REGION DUE LOCAL CODES AND C520-8-81) [REVISIONS GEOGRAPHIC CONDITION. USER MUST CONSULT WITH LOCAL BUILDING CODE OFFICIALS TO DETERMINE IF THESE DESIGN LOAD SPECIFICATIONS ARE ADEQUATE. AN ALTERNATE ROOF LOAD 51ZING CHART HAS BEEN IN EACH CONNECTION HD3B/4x3 HD3B/4x3 INCLUDED WITH THE ROOF FRAMING PLAN TO ACCOMMODATE INCREASED ROOF LOAD CONDITIONS. IF DESIGN LOADS DO NOT MEET LOCAL REQUIREMENTS, IT 15 THE USERS RE5PON5115ILITY TO ENSURE PROPER N TO STUDS TO 5TUD5 MATERIAL SUBSTITUTIONS ARE MADE TO CONFORM TO ANY SUCH REQUIREMENTS. DEAD LOADS LIVE LOADS USE 5/5"0 THRU BOLT 02 04/01 /2025 TO HD3B CORNER P05T BELOW ROOF, WITH SHAKE, OR COMPOSITION SHINGLES 10 PSF 20 PSF FIRST FLOOR 10 PSF 40 PSI` SECOND FLOOR 10 PSF 30 PSI` WHEN STUDS ARE GREEN DESIGN DECK AND BALCONI=S 10 PSF 60 PSF ALIGNED USE ARCHITECT BRIAN O'CONNOR CONTINUOUS STRAPS USE 5/8 0 ATR ANCHOR BOLT FROM STUD TO STUD MIN.5 1/2"EMBEDMENT SET CEILING IN ACRYLIC TIE ADHESIVE 130 N. WINDHORST AVENUE (SPACE ABOVE CEIL NGS WHERE LIMITED STORAGE IS POSSIBLE, BUT ADDITIONAL 10 PSF 20 PSF BETHPAGE, NY, 11714 ROOM CONSTRUCTION IS NOT) WALL STUD TO BAND JOIST CORNER, END WALL, AND POST CORNER ANCHORING TO FOUNDATION (516) 476-8168 ANCHORING FROM FLOOR TO FLOOR Croweng@aol.com FNAM I NG NOTES 2 O FLUSH MOUNTED HANGERS FOR JOISTS HOPE DRAFTING & HW I I ga OR HU 12ga(WHEN HW 15 NOT AVAILABLE) FOR DBL JOIST Wl 0 FLITCH PLATE I-AS PER SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE CONSTRUCTED AS TYPE I HhI5 OR HGLT 7 a FOR ALL OTHER BEAM5 HD3B/4x3 TO 5TUD5 EXPEDITING S V C L L C. 5HEAR WALLS A DEFINED BY THE AMERICAN FOREST AND PAPER ASSOC. WOOD FRAME CONSTRUCTION 5E 9 5 A ATR MIN. 5 EMBEDMENT � B EATR IZ E FI R PO A5 ANY HEADERS WITH BEAMS, GIRDERS, OR POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE SET IN ACRYLIC TIE ADHESIVE INTO MANUAL SECTION 3.4.4.2. ATTENTION OF THE ARCHITECT TO DETERMINE THE APPROPIATE 51XE AND STRENGTH. FOUNDATION OR 5/8"THRU BOLT 2-ALL DOUGLASAFD DEARING IR LARCH No. 2. SHALL BE OF DESIGN TIMBER STRESS- FB + 850, E= I,600.000 P.S.I., 18-19- 2 xUD5 TO ALIGN WITH 6 COLLAR TIES TO B�ROVI E AT EVERY ROOfTER5 WHEREVER POSSIBLE. RA BER WHEN CEILING JOIST D0. TO TOP PLATES OF FLOOR BELOW W./3"50 WASHER 125 C 0 RTLAN D STREET 3-ALL SHEATHING AND 5UB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD,THICKNE55E5 OF EXTERIOR 20-PROVIDE(3) 1"0 VENT HOLES AROUND SKYLIGHTS. CO PIAG U E NY 11726 SHEATHING TO BE 1/2"MIN. AND 3/4"MIN. FOR 5UB-FLOORING, UNLE55 OTHERWISE NOTED, 2 1- INSTALL 5HIM5 TO PROVIDE ROOF PITCH UNDER SHEATING AND PERPENDICULAR TO THE ROOF JOISTS ' ' 4- ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD,SHALL BE ALUMINUM OR GALVANIZED. TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. (631 )575-6254 5- PROVIDE CROSS-BRIDGING OR SOLID BLOCKING @ 8' 0"O.C. MAXIMUM FLOORS, CEILINGS, AND 22-BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 7'-0". ' ROOFING. 23-ALL RI5ER5 TO BE A MAXIMUM OF 8 1/4"AND ALL TREADS T BE A MAXIMUMOF 9" IN DEPTH WITH A 6-J015T SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE OF PIPING OR DUC NOSING BETWEEN 3/4"AND 1 1/4"PROJECTION RISERS AND TREADS SHALL NOT DEVATE MORE THAN 3/5" ' ' (917)251 -7614 WORK,ARE TO BE BLOCKED AT MAXIMUM 16 INTERVALS ON BEARING PARTITIONS AND 32 INTERVALS ON THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH OF STAIRS TO BE 36 . BEARING PARTITIONS AND 32" INTERVALS ON NON BEARING PARTITIONS. 24-ALL WINDERS AND 5FIKAL STAIRS TO COMPLY WITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE. hopedraftingsvc@�gmail.com 7- PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW YORK STATE. 25-ALL HANDRAILS AND GUARDRAILS SHALL BE 36" HIGH AND MUST BE PROVIDE AROUND ALL SURFACES 8- PROVIDE DOUBLE J015T OR FULL WIDTH SOLID BLOCKING UNDER ALL F05T5, PARTITIONS, AROUND ALL WHICH ARE 18"OR HIGHER THN ADJACENT SURFACES AND FCR ALL STEPS OF 2 RISERS OR GREATER. , ' ' DRAWING NAME: OPENINGS, SKYLIGHTS, BATHTUBS AND APPLIANCES OR FIXTURES. 26-TERMITE SHIELD5 AND SILL SEALER TO BE PROVIDE FOR ALL NEW FOUNDATION WORK. LTP4 @ 12"O.C. -6-8D ' 9-MICROLAM BEAMS, DESIGNATED WITH AN ML OR LVL NOTATION SHALL HAVE A MINIMUM WIDTH OF IN EACH CONNECTION ' 1 3/4 PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2,800 PSI. 27-NEW WORK SHALL TIE AND LAP INTO EXISTING SO AS TO PREVENT LEAKAGE. 10- DOUBLE BEAMS, OF STANDARD LUMBER,SHALL BE NAILED TOGETHER WITH I GD NAILS @ I G"O.C. 28-ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. FRAMING DETAILS AROUND PERIMETER OF BEAM, PROVIDE MIN. OF 2"CLEARANCE TO EDGES.TRIPLE BEAMS TO BE NAILED 29-USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS. TOGETHER FROM BOTH SIDES. ALL OTHER BEAM5 TO BE THRU BOLTED WITH THE SAME PATTERN. 30-FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS,SKYLIGHTS,CHIMNEYS AND I I-WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED. CONTRACTOR TO PROVIDE ROOF VENTILATORS. FLASHING TO BE PROVIDED AT HIPS, RIDGES, VALLEYS. CHANGE OF ROOF SLOPE, NAILING SCHEDULE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR RING NAILSAS RECOMMENDED BY THE HANGER GABLE ENDS AND OF FOUNDATION WALLS. ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" M2ANUFACTURER A MINO INSURE LTHE EARANC OAROU D EAR PIATE AND PLACES FOR OM DSTIBL WITHDRAWAL ACIT Of THE FASTENERS. IN EACH DIRECTION. ALL FLASHING TO BE ALUMINUM UNLE55 OTHERWISE NOTED. JOIST HANGER CONNECTIONS SILL PLATE TO BAND JOIST ANCHORING OF WALL OPENING 13- DOUBLE PLATES AND SILLS SHALL BE LAPPEC AT A MIN. OF 1/4 OF THE TOTAL LENGTH OF WALL. 3 1-ALL INTERIORLEADER5 ARE TO HAVE 1/2" FOAM SOUND INSULATION. CONCRETE SLAB - FOUNDATION NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. 32- INSULATION SHALL BE FIBERGLASS BAITS -- FOIL ONE SIDE, UNLESS OTHERWISE 14-PROVIDE"CATS"AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET HIGH. HAVE STUD NOTED,THICKNESS AS SHOWN ON DRAWINGS. STAPLE PADS ON FOIL OVER FRAMING. - BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 8-0 MT512- 14-1 OD NO IN EACH CONNECTION WALL STUDS MAYBE LONGER THAN 1 1'-2". STAMP A. /E. : DATE: 15- DOUBLE FULL STUDS TO BE SISTERED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3'-0"TO HAVE SINGLE JACK STUDS, UNDER 9'-0" DOUBLE JACK Ep qR STUDS, 9'-0"AND OVER HAVE TRIPLE JACK STUDS. LOAD TABLES Cti/ 16-ALL INTERIOR DOORS TO BE 1-3/8"HOLLOW CORE LUAN VENEERED WITH AFPROPIATE HARDWARE. C520 8-8D (2)HD5A-2-3/4"0 MM W./5"0 ATR CONTRACTOR SHALL 5TIFULATE AN ALLOWANCE FOR ALL LOCK5ET5. LIVE LOAD DEAD LOAD IN EACH CONNECTION MIN. 5 I/2"EMBEDMENT SET IN t4 ti 15- DOUBLE FULL STUD5 TO BE SISTEKED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS AND ACRYLIC TIE ADHESIVE +a ,VQ- BEARING PARTITIONS. ALI.HEADERS UNDER 3'-0"TO HAVE SINGLE JACK STUDS, UNDER 9'-O"DOUBLE JACK ROOFS 45 LBS PER SQ.FT. 20 LBS PER SQ. FT. # EA-A STUDS, 9'-0"AND OVER HAVE TRIPLE JACK STUDS. UNCOVERED DECK5/BALCONIES GO LBS PER 50.IT. 20 L55 PER 5Q.FT. 16-ALL INTERIOR DOORS TO BE 1-3/8"HOLLOW CORE LUAN VENEERED WITH APPROPIATE HARDWARE. CEILING W/O ATTIC 10 L55 PER 50.FT. 15 LBS PER SQ. FT. N ' CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. CEILING WITH ATTIC 35 L55 PER 5Q.FT. 15 L55 PER 5Q.FT. 17-ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN. OF(2) 2 x 8 FOR SPANS UP TO 3'-0", (2) 2 x 10 FLOORS 40 L55 FIR 50. IT. 20 LBS PER 5Q.FT. FOR SPANS UP TO G'-0", AND(2) 2 x 12 FOR SPANS UP TO 8'-0". HEADERS OVER 8'-0" IN LENGTH AS WELL STAIRS 40 LBS PER SQ. IT. 20 LBS PER 5Q.FT. RAILINGS 200 LAT AND VERT PROVIDE ONE STUD ABOVE HEADER IN LINE WITH ONE '' `- DRAWING No: NAILINGSCHEDULE JACK STUD BELOW LOCATION NAIL TYPE AND SPACING LOCATION NAIL TYPE AND SPACING — 115000 ROOF RAFTER TO RIDGE 3-16 D JOIST TO SILL,TOP PLATE, OR GIRDER 4-16 D ONE STRAP PER JACK ROOF KAfTEK TO RIDGE BEAM OR LEDGER ROOF RAFTER TO 51DE OF STUD OR ROOF RAFTER ( ° BEAM OR 1) 1/4x3 1112 WOOD SCREWS PER FOOT OF ROOF SPAN JOIST ONL LEDGER TO BEAM OR STUDS 3-16 D PLATES TO FLOOR JOISTS STUD FOR 3'To 9' ( ) HEADERS DBL JACK DATE: PAGE No: FOR CANTI LEVERS STUDS JACK °KNOBS 12/11 /2 024 16 O F 20 ROOF RAFTER OR CEILING J015T TO TOP PLATE 3-I G D BAND JOIST TO JOIST 3 16 D TRPL JACK STUDS COLLAR TIE AT EVERY ROOF RAFTER W/O CJ@ EMERY RR 12-1/4x3 WOOD SCREWS BAND J015T TO TOP PLATE 2-16 D CEILING JOIST TO ROOF FAFTEKW/O CT @ EVERY RR 6-1/4x3 WOOD SCREWS SHEARING/SUB-FLOORING 8 D @ 12"O.C. EDGE @ 12"O.C. FIELD NOTE: DOB STAMP: CEILING J015T TO CEILITOP FLAT[TO TOP TG JOIST W/0 CT @EVERY RR 2-1 6 D WOOD O.CSCREWS /6' O.C. FOR LAPS BLOCK N 0 STUDS 2-16 D ALL LU M BER THAT COMES TOP PLATE TO TOP PLATE @ CORNERS 4-16 D @ 5HEETROCK 5 D COOLERS @ 7"O.C. EDGE @ 10"FIELD IN CONTACT WITH CONCRETE COFAS ERNE IRS TO BEAM TOP OR BOTTOM PLATE TO STUD 2-16 D ANCHOR BOLTS (CRAWL5PACE OR BASEMENT) 5/8"0@72"oc(I 5TY.)@36"oc(2 5TY.)@23"oc(3 STY.) WILL BE PRESSURE TREATED FAST NEP,5 O POST BOTTOM PLATE TO J015T 2-16 D ANCHOR BOLTS (SLAB ON GRADE) 5/8"0@40"oc(1 10 mph ZONE5)33"oc(I 20 mph ZONES) LUMBER. STUD TO STUD 2-16 D @ 24"O.C. ASPHALT ROOFING SHINGLES (3)12ga x 3/4"GALV. ROOFING PER SINGLE(6)PER STRIP HEADER UPLIFT CONNECTION EXTERIOR WOOD POST CONNECTORS DOUBLE RR BEAMS HEADERS 16D @ 16"O.C. AROUND PERIMETER 151DING ALUMINUM OR VINYL 8D PER STUD THIS PROPERTY IS NOT LOCATED DOB APPLICATION #: WITHIN ONE MILE OF THE COAST 1 i PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: I EXISTING WALL TO REMAIN 2 EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD 5TUD5 @ I 0 O.C., 112"GYP. BD., 3 112 FIBER GLA55 INSULATION WITH VAPOR BARRIER(R.-13)BETWEEN WOOD 5TUD5 112"EXTERIOR PLYWOOD 5HEATING, BUILDING 4 PAPER AND VINYL SIDING FINISHED. LV NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING Of 2'X 4"WOOD 5TUD5 WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M CM HARDWIRED SMOKE DETECTOR AND CARBON y Generated b REScheck-Web Software REScheck Software Version : REScheck-Web `ID O MONOXIDE DETECTING DEVICE. �• '00, Certificate a .� ." • .' MH EX HA ST FAN WHERE IS REQUIRE D) Ins ectl nChecklistNfi Com -mance Wall Wood Frame, 16" o.c. v ,, Energy Code: 2018 IECC Orientation: Right side 161 31.0 7.0 0.033 0.060 3 5 o EXISTING DOOR Window 4: Wood Frame Requirements: 100.0/o were addressed directly in the REScheck software Pro ect 150 BAYWATER ROAD SOUTHOLD NY 11971 SHGC: 0.32 36 0.350 0.320 13 12 Text in the Comments/Assumptions column is provided by the user in the REScheck Requirements screen. For each Orientation: Right side requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Energy Code: 201$ IECC Window 3: Wood Frame is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. NEW DOOR SHGC: 0.32 36 0.350 0.320 13 12 Location: Greenport, New York Orientation: Right side Section Plans Verified Field Verified Construction Type: Single-family Pre-Inspection/Plan Review , Complies? ' :" Comments/Assumpt�ans REVISIONS YP g Y Wall 3: Wood Frame, 16" o.c. Value Value Project Type: Addition Orientation: Back 187 31.0 7.0 0.033 D.060 3 5 & Re •1D ~;- 103.1, (Construction drawings and i": ❑Complies :Requirement will be met. Project SubType: None Door: Glass Door(over 50% glazing) 103.2 documentation demonstrate ❑Does Not Orientation: Bldg. faces 315 deg. from North SHGC: 0.40 36 0.480 0.320 17 12 [PRl]i !energy code compliance for the „ , . 04/01 /2025 Orientation: Back ❑Not Observable : Climate Zone: 4 (5572 HDD) !building envelope.Thermal ` ❑Not Applicable Window 5: Wood Frame !envelope represented on l Permit Date: SHGC: 0.32 36 0.350 0.320 13 12 :construction documents. " Permit Number: Orientation: Back r 103.1, {Construction drawings and ;❑Complies ,Requirement will be met. All Electric false Window 6: Wood Frame 103.2, !documentation demonstrate '❑Does Not Is Renewable false SHGC: 0.32 36 0.350 0.320 13 12 403.7 energy code compliance for Location on plans/spec: A- ' Orientation: Back [PR3]1 lighting and mechanical systems. ❑Not Observable 005, A-006, A-008, A-011 Has Charger false !Systems serving multiple ❑Not Applicable Has Battery: false Wall 4: Wood Frame, 16 D.C. 73 31.0 7.0 0.033 0.060 2 4 ' `7'' Orientation: Front ;dwelling units must demonstrate GREEN DESIGN Has Heat Pump: false :compliance with the IECC Wall 5 - MUDROOM: Wood Frame, 16" o.c. 80 31.0 7.0 0.033 0.060 2 4 (Commercial Provisions. ARCHITECT BRIAN O'CONNOR Orientation: Back 302:11 Heating and cooling equipment is i Heating: Heating: !❑Complies :Requirement will be met. Window 7: Wood Frame 403,7 sized per ACCA Manual S based ! Btu/hr Btu/hr f❑Does Not 130 N. WINDHORST AVENUE SHGC: 0.32 7 0.350 0.320 2 2 [PR2]2, ' ,on loads calculated per ACCA ! I ! g g Orientation: Back J Cooling: Cooling: :7NotObservable : BETHPAGE NY 11714 Construction Site: Owner/Agent:ent: Designer/Contractor:ner/Contractor: r , Manual or other methods Btu/hr Btu/hr > > 150 BAYWATER ROAD Melissa/John McGee BRIAN O'CONNOR Wall 6 - MUDROOM: Wood Frame, 16" o.c, approved by the code official. ! !❑Not Applicable SOUTHOLD, NEW YORK 11971 OWNERS GREEN DESIGN Orientation: Front 80 31.0 7.0 0.033 0,060 2 4 ! ! (516) 476-8168 2354 YORK STREET 130 N. WINDHORST AVE. ' Window 8: Wood Frame EAST MEADOW, NY 11554 BETHPAGE, NY 11714 SHGC: 0.32 9 0.350 0,320 3 3 Additional Comments/Assumptions: Croweng@aol.com CROWENG80@AOL.COM Orientation: Front Window 9: Wood Frame HOPE DRAFTING r: , 9 0.350 0.320 3 3 a �� .,� • • _ C_, ,B � � c: � y, M .,... ..w .. . r., ,,. ,,. , Orientation: Fron E C. vEXPEDITING SVC LL, ,r�,,.s.,s:2a ;:,,,,..r/,,,,...a�',,;.,c,,,,,,o..,», „,lz55.;✓,�,,,,,,,.,,.<.:.¢s✓,,.r,.:n✓lil/„<.,aa/o",�..o„w,,.a„r.,.u,' ��.ri,.,�drxi„..,..,w,.,,,,,,,:,rrei;.,a,,:,Y;:,;.;.,.,:;✓<;..a,<,.aaaard,,.a,.<,Wae,.,,:d,N Wall 7 - MUDROOM: Wood Frame, 16 D.C. 152 31.0 7.0 0.033 0.060 4 7 Compliance; 1.2%Better rhan Code Maximum UA: 166 Your UA: 164 Maximum SHGC; 0.40 Your SHGC: 0.33 Orientation: Right side B EATRIZ E FI RPO The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. Door: Soled Door(under 50% glazing) It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 21 0.430 D.320 9 7 125 C 0 RTLA N D STREET Orientation: Right side Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade Window 10: Wood Frame COPIAGUE NY 11726 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. SHGC: 0.32 21 0.350 0.320 7 7 Orientation: Right side (631 )575-6254 Envelope Assemblies Slab-On-Grade (Heated) ( 1 ) 51 -7614 Floor 350 15.0 0.440 0.645 0 0 sua nd depth: oposition:�ull Insulated uniform R-value „� Y c 7 N. �s 'a. r ac oss't :.; perimeter and under slab hopedin vc mail.com raft s k' r Y ' , r n , Floor MUDROOM: Slab OGrade (Heated)d) Insulationdepth: 4 0' Ceiling-GREENHOUSE: Flat Ceiling or Scissor Truss 700 49.0 0.0 0.026 0.026 18 18 Insulation position: Fully Insulated (uniform R-value 74 15.0 0.440 0.645 0 0 DRAWING NAME. Ceiling MUDROOM: Flat Ceiling or Scissor Truss 231 49.0 0.0 0,026 0.026 6 6 across perimeter and under slab) Wall-1: Wood Frame, 16" D.C. Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other R E S C H E C K PAGE 1 2 Orientation: Left side 161 31.0 7.0 0.033 0.060 3 5 calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Window 1: Vinyl Frame REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SHGC: 0.32 36 0.350 0.320 13 12 BRIAN T. O'CONNOR I 11/11/2024 Orientation: Left side Name-Title Signature Date Window 2: Vinyl Frame SHGC: 0.32 36 0.350 0.320 13 12 Orientation: Left side Project Notes: Window 7: Wood Frame GREEN HOUSE AND MUDROOM SHGC: 0.32 7 0.350 0.320 2 2 STAMP A. /E. : DATE: Orientation: Left side 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) D APOy Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 �,�� -1 'Oti /�fi Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 4 qP DRAWING No: • DATE: PAGE No: 12/11 /2024 17 OF 20 DOB STAMP: DOB APPLICATION #: l I PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: 1 EXISTING WALL TO REMAIN 2 EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 112"GYP. BD., 3 112 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD 5TUD5 112" EXTERIOR PLYWOOD 5HEATING, BUILDING 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD 5TUD5 WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M l r fa Fae rafaed Se SD O MONOXIDE DETECTING DEVICE. AND CARBON section. • i Pans Ve i "ed Field Verified" ' Comments/Assumptions coon Plans Verified Field Verified,, HARDWIRED M E DETECTOR A Section # i R Inspection n - Complies? Plans Verified Field Verified Framing !Rough-In spec o # Foundajtiari Inspection Complies? Comments/Assumptions" Value Value # Framing / Rough-in Inspection Value . Value Complies? Comments/Assumptions Value Value Sa Req.lD � Req,ra . ' - . I. i __1Req.ID _. AN I 75 CFM MH EXHAUST F 402.1.1, Door U-factor. U- U- ,❑Com lies See the Envelope Assemblies 402.1.2 ;Slab edge insulation R-value. p i WHERE IS REQUIRED) g R- R- ;❑Complies ;See the Envelope Assemblies 402.3.4 « «❑Does Not ;table for values. 403.E,z Automatic or gravity dampers are ❑Complies :Requirement will be met. [FO1]1 ;❑ Unheated ; ❑ Unheated ❑Does Not !table for values. 1 « 1 [FR19] " . ❑Does Not installed i [FR1] I � «❑Not Observable ns (led a all outdoor air s I a n r � ❑ Heated E❑ Heated ;❑Not Observable « r ;intakes and exhausts. ❑Not Observable « ❑Not Applicable « «❑Not Applicable ]Not Applicable EXISTING DOOR 402.1.1, «Glazing U-factor(area-weighted « U- U- ;❑Complies ;See the Envelope Assemblies 402.1.2 ;Slab edge insulation p S 402.3.1, «average). a «❑Does Not :table for values. Additional Comments/Assumptions: ft ft :❑Com lies ee the Envelope Assemblies 1 table for values. 402.3.3, [F03] (depth/length, « ;❑Does Not 402.5 « «❑Not Observable « NEW DOOR QT ,❑Not Observable [FR2]1 « «❑Not Applicable « f I � , I « I « ;❑Not Applicable e I 303.2.1 A protective covering is installed ❑Complies :Exception: Requirement is 303.1.3 ;U-factors of fenestration products :❑Complies :Requirement will be met. REVISIONS [FO11]2 to protect exposed exterior ." ❑Does Not :not applicable. [FR4]1 :are determined in accordance ❑Does Not « insulation and extends a « `3 ..,;[:]Not Observable « ;with the NFRC test procedure or ;❑Not Observable « minimum of 6 in. below grade. . 'taken from the default table. 1 Not Applicable ❑Not Applicable I �' " ❑ 1 ❑ I' :Exception: Requirement is �_.,.._.._.......,.«.._ .___._�._._. . .. � 04/01 /2025 403.9 Snow- and ice-melting system Comp ies Excep o402.4.1.1 ;Air barrier and thermal barrier �;." ❑Complies :Requirement will be met. [F012]2 : "controls installed. ❑Does Not ;not applicable. 1 [FR23] installed per manufacturer's ❑Does Not '[_]Not Observable k ;instructions. " ;❑Not Observable « ❑Not Applicable ❑Not Applicable Additional Comments/Assumptions: 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting . ❑Does Not MAMA/WDMA/CSA 101/1.5.2/A440 " : ❑Not Observable « :or has infiltration rates per NFRC GREEN DESIGN :400 that do not exceed code `❑Not Applicable:limits. ARCHITECT BRIAN O'CONNOR « 4024.5 :IC-rated recessed lighting fixtures ❑Complies Requirement will be met. 130 N. WINDHORST AVENUE [FR16]2: jsealed at housing/interior finish '❑Does Not ',and labeled to indicate :52.0 cfm ❑ =leakage at 75 Pa. Not Observable ; BETHPAGE, NY, 11714 ❑Not Applicable 403.3.1 ,Supply and return ducts in attics `❑Complies «Requirement will be met. (516) 476-8168 [FR12]1 :insulated >= R-8 where duct is ❑Does Not ; Croweng@aol.Com OP >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable « }return ducts in other portions of ❑Not Applicable , HOPE DRAFTING & :the building insulated >= R-6 for ,diameter >= 3 inches and R-4.2 " EXPEDITING SVC LLC. .for < 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Exception: Requirement is BEATRIZ E FIRPO 1 :not applicable. [FR13]1 .boxes are sealed with [ ❑Does Not 1125 CORTLAND STREET oints/seams compliant with f :International Mechanical Code or ❑Not Observable International Residential Code, as `❑Not Applicable COPIAGUE, NY, 11726 ;applicable. (631 )575-6254 403.3.5 ;Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. `- ❑Does Not « ' (917)251 -7614 ❑Not Observable _ ❑Not Applicable hopedraftingsvc@gmail.com 403.4 ;HVAC piping conveying fluids ; R R- «❑Complies ;Requirement will be met. DRAWING NAME: [FR17]2 above 105 4F or chilled fluids s ;❑Does Not below 55 °F are insulated to zR- ` ` « «❑Not Observable ; 3. ❑Not Applicable « 403.4.1 :Protection of insulation on HVAC '❑Complies ;Exception: Requirement is R E S C H E C K PAGE 4f f 5 6 [FR24]1 ;piping. ❑Does Not not applicable. ❑Not Observable f « r: ❑Not Applicable « 403,5J Hot water pipes are insulated to R- « R- �«❑Complies !Requirement will be met. [FR18)2 '>R-3. ; ;❑Does Not q- « location on plans/spec: A- ❑Not Observable «003 ❑NotAppiicable STAMP A. /E. : DATE: 1 High Impact (Tier 1) 2 ,Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 - � p'CQ Data filename: Page 4 of10 Data filename: Page 5 of10 Data filename: Page 6 of10 14- a 61, N DRAWING No: 115000 DATE: PAGE No: 12/11 /2024 18 OF 20 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: I EXISTING WALL TO REMAIN 2 EX15TING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD 5TUD5 WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M CM0 hARDWIRED 5MOKE DETECTOR-------- AND CARBON teen Seettan Section MONOXIDE DETECTING DEVICE. Sec p D Plans Verified, Field Verified Plans Verified Field Verified tans Verified Field Verified # Insulation inspection d e d Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions # : Final inspection ProvisionsComplies?, Comments/Assumptions Value Value..: Value , Value Value Value' AN & Re ,Id & Re .1 & Req,iO 75 CFM MH EXHAUST F I insulation is labeled - ;❑Com Ices Re uirement will be met. 402.1.1 Ceilm insulation R-value. R- R- ;❑Com lies ;See the Envelope Assemblies 403.6,1 All mechanical ventilation s stem ❑Complies ,Exce tion: Re uirement is (WHERE IS REQUIRED) 303.1 All installed i nsu a p q g p y P q [{N13]2 or the installed R-values ❑Does Not 402.2.1, : ; ❑ Wood ;❑ Wood ;❑Does Not 'table for values. [F125]2 fans not part of tested and listed `❑Does Not ;not applicable. rovided. 402.2.2, %HVAC equipment meet efficacy G } FP ❑Not Observable ❑ Steel ❑ Steel ,❑Not Observable y ❑Not Observable ; 402.2.E and air flow limits per Table ,Location on plans/spec: A- . t Applicable [FI1]1 ;❑Not Applicable tApplicable !003 EX15TING DOOR _ ',[:]Not le A I' R403.6.1. ❑No 402.1.1, 'Wall insulation R-value. If this is a: R- R- !❑Complies ;See the Envelope Assemblies ; E 403.2 Hot water boilers supplying heat ❑Complies :Exception: Requirement is 402.2.5, 4 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood !❑Does Not ;table for values. � " 402.2.6 ;wall insulation on the wall 303.1.1.1, ;Ceiling insulation installed per ❑Complies Requirement will be met. EFI26]2 through one-or two-pipe heating ❑Does Not not applicable. ❑ Mass ❑ Mass :❑Not Observable systems have outdoor setback [IN3]1 ;exterior, the exterior insulation Steel Steel 303.2 manufacturer's instructions. ❑Does Not ❑Not Observable ; NEW DOOR , _ s control to lower boiler water [ , requirement applies (FR10). ❑ ❑ ;❑Not Applicable (FI2]1 ;Blown insulation marked every tem erature based on outdoor $ ❑Not Applicable ` 300 ft2. r" ❑Not Observable p ❑Not Applicable _ temperature. q ❑ m li E .. m ,Exception: Requirement is 02.2.3 "Vented attics with air permeable Co p es xception: Requirement is s " 403 5,l l Heated water circulation systems ❑Complies REVISIONS 303.2 ;Wall insulation is installed per ❑Complies ,Requirement will be met. I28]2 have a circulation pump.The ❑Does Not not applicable. 1 , [F122]2 insulation include baffle adjacent ❑Does Not ;not applicable. [F [IN4] :manufacturer's instructions. z, ❑Does Not system return pipe is a dedicated ; " to soffit and eave vents that ❑Not Observable ,extends over rnsu a ion ❑Not Observable return pipe or a cold water supply, I t No ❑Not Observable ; . " , ❑Not Applicable pipe. Gravity and thermos- I ❑ tApplicable 04/01 /2025 ❑Not Applicable �. . � PP u s are 402.2.4 ;Attic access hatch and door R- ; R- '❑Complies :Requirement will be met. ;syphon circulation system resent. Controls for Additional Comments/Assumptions: 1 ;❑Does Not -circulating ng hot water system " [FI3] insulation >_R-value of the adjacent assembly. ❑Not Observable pumps start the pump with signal 3 E ` j❑Not Applicable 'for hot water demand within the 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. occupancy. Controls ❑Does Not automatically turn off the pump [FI17]1 Each in Climate Zones 1-2, and : ;when water is in circulation loop (: <=3 ach in Climate Zones 3-8. I f is at set-point temperature and y GREEN DESIGN ❑Not Observable . " ❑Not Applicable t no demand for hot water exists. ? 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 p :Exception: q 403.5..2 ,:Electric heat trace systems '❑Complies ;Exception: Requirement is ARCHITECT BRIAN O'CONNOR ❑Com lies ,Exce tion: Requirement is not applicable. [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not not applicable. [F129]2, comply with IEEE 515.1 or UL ❑Does Not pP 515. Controls automatically 130 N. WINDHORST AVENUE ;either: Rough-in test: Total ; (- ;❑Not Observable ;leakage measured with a ; : ;❑Not Observable adjust the energy input to the ❑Not A !pressure differential of 0.1 inch :nNot Applicable heat tracing to maintain the ; Applicable B ETH PAGE, NY, 11714 w.g. across the system including ; desired water temperature in the f " ;the manufacturer's air handler _ __ _ piping. ... (516) 476-8168 _._.. _ .._...,......,, enclosure if installed at time of ! 403.5.2 " :Demand recirculation water ,` ❑Complies !Exception: Requirement is CroWen a0l.com ;test. Postconstruction test: Total ; [F130)2 systems have controls that ❑Does Not snot applicable. g� ;leakage measured with a ; manage operation of the pump { pressure differential of 0.1 inch ! t =and limit the temperature of the ❑Not Observable E HOPE DRAFTING & w.g. across the entire system 1 water entering the cold water ❑Not Applicable ; ;including the manufacturer's air :,piping to <= 104°F. EXPEDITING SVC LLC. !handler enclosure. - E 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/l00 ,❑Complies :Exception: Requirement is [FI31)2 tested in accordance with CSA (" ❑Does Not :not applicable. BEATRIZ E FIRPO [FI4]1 =cfm/100 ft2 across the system or ft2 ! ft2 ❑Does Not !not applicable. B55.1. Potable water-side []Not Observable <=3 cfm/100 ft2 without air E pressure loss of drain water heat " 125 CORTLAND STREET ;handler @ 25 Pa. For rough-in ;❑Not Observable recovery units < 3 psi for . ❑Not Applicable !tests, verification may need to ❑Not Applicable individual units connected to one COPIAGUE, NY, 1172E v occur during Framing Inspection. or two showers. Potable water- ); side pressure loss of drain water E 403.3.2.1 ;Air handler leakage designated y ❑Complies ,Exception: Requirement is — 1 heat recovery units < 2 psi for (631 )575 6254 [F124] I by manufacturer at <=2%of ;," - - . ❑Does Not !not applicable. ry P o !design air flow. " ;individual units connected t ( 1 ) 51 -7614 ❑Not Observable ; 9 7 2 `three or more showers. " __ ..�. , :....:_..,.__n ..". ,m. .❑ e 1 ;90% or more of permanent ❑Complies !Requirement will be met. NotApplicabl 4oa: hopedraftingsvc@gmail com 403.1.1 Programmable thermostats [, ." . ❑Complies ;Requirement will be met. [FI6]1 'fixtures have high efficacy lamps. ❑Does Not [FI9]2, installed for control of primary ❑Does Not DRAWING NAME: heating and cooling systems and ❑Not Observable , `initially set by manufacturer to ❑Not Observable E %❑Not Applicable `code specifications. _ ❑Not Applicable ! s g lighting y ❑Complies ;Exception: Requirement is 404.1.1 -Fuel as li htin systems have [FI23] no continuous pilot light. ❑Does Not not applicable. R E S C H E C K PAGE 7 8 9 403.1.2 Heat pump thermostat installed ❑Complies ,Exception: Requirement is c [FI10)2 on heat pumps. ❑Does Not ;not applicable. , �: ❑Not Observable ❑Nat Observable [";. ❑Not Applicable ; ❑Not Applicable 401.3 - . Compliance certificate posted. '❑Complies :Requirement will be met. 403,5,E ' 'Circulating service hot water r` _ ❑Complies ;Exception: Requirement{s [F17.]2. {❑Does Not [Flll]2 ;systems have automatic or El Does Not :not applicable. ❑Not Observable :accessible manual controls. ❑Not Observable . ❑Not Applicable ❑Not Applicable STAMP A. /E. : DATE: 1 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) +�EDAPO, Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24GO��'e„}� Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 4 DRAWING No: e 00 DATE: PAGE No: 12/11 /2024 19 OF 20 DOB STAMP: DOB APPLICATION #: { s PROPERTY LOCATION: 150 BAYWATER AVE SOUTHOLD, NY 11971 LEGEND: I EX15TING WALL TO REMAIN 2 EX15TING WALL TO BE REMOVED T NEW EXTERIOR WALL CON515TING 2 x 4 WOOD 5TUD5 @ I G"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLA55 IN5ULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD 5TUD5 1/2" EXTERIOR PLYWOOD 5HEATING, BUILDING FA-1 PAPER AND VINYL 51DING FINISHED. NEW NON FIRE RATED(COMBU5TIBLE) DRYWALL PARTITION CON515TING OF 2'X 4"WOOD 5TUD5 WITH TOP AND BOTTOM WOOD RUNNER5 AND ONE LAYER OF 5/8"THICK GYP5UM BOARD ON EACH SIDE. 55A CAL#301-GO-5M CM HARDWIRED 5MOKE DETECTOR AND CARBON Section PlansVerified Field Verified" Sp O MONOXIDE DETECTING DEVICE. # . Final Inspection Provisions Completes. Comments/Assumptions Value ' Value & Peq.ID2018 IECC Eneray ® 75 CFM Mh EXHAUST FAN 303,3 ;Manufacturer manuals for " M - " _ ❑Complies ;Requirement will be met. '^ (WHERE 15 REQUIRED) (F118]3 ;mechanical and water heatingEffi; ency Certificate ❑Does Not " ;systems have been provided. " ❑Not Observable k-, ❑Not Applicable EX15TING DOOR Additional Comments/Assumptions: s s NEW DOOR Above-Grade Wall 38.00 Below-Grade Wall 0.00 REVISIONS Floor 15.00 Ceiling / Roof 49.00 04/01 /2025 Ductwork (unconditioned spaces): Window 0.35 0.32 Door 0.48 0.40 GREEN DESIGN Heating System: ARCHITECT BRIAN O'CONNOR Cooling System: 130 N. WINDHORST AVENUE Water Heater: ;.. BETHPAGE, NY, 11714 Name: BRIAN T. O'GONNOR Date: 11/11/2024 (516) 476-8168 Comments Croweng@aolxom HOPE DRAFTING & EXPEDITING SVC LLC. BEATRIZ E FIRPO 125 CORTLAND STREET COPIAGUE, NY, 11726 (631 )575-6254 (917)251 -7614 hopedraftingsvc@gmail.com DRAWING NAME: RESCHECK PAGE 10, 11112 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 131 Low Impact(Tier 3) STAMP A. /E. : DATE: DAp Project Title: 150 BAYWATER ROAD, SOUTHOLD, NY, 11971 Report date: 11/11/24 �,5 p.CQa�'/,> Data filename: Page 10 of10 ' DRAWING No: /\ - 117 ,9 0 0 DATE: PAGE No: 12/11 /2024 20 OF 20 DOB STAMP: DOB APPLICATION #: r