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HomeMy WebLinkAbout51995-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51995 Date: 06/16/2025 Permission is hereby granted to: Paul Varriale 75 Lakeside Dr S Southold, NY 11971 To: Construct additions and alterations to an existing single-family dwelling as applied for to include an outdoor shower and new deck. Premises Located at: 75 Lakeside Dr, Southold, NY 11971 SCTM#90.-3-10 Pursuant to application dated 04/16/2025 and approved by the Building Inspector, To expire on 06/16/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,014.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,114.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT +� hone 631 765-1802 Fax 631 765-9502 littl)s wSouthold,NY 11971-0959 Telephone Town Hal( Annex 54375 Main Road P. O. Box 1179x�� ��sottilzoldto+aw,ii`In . „s Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1N PERMIT NO. I I ✓ Building Inspector,, „ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an PR,wV p" Owner's Authorization,form;(Page 2)shall be-completed. Date: 21 MARCH 2O25 OWNER(5)OF PROPERTY Name: PAUL VARRIALE CTM#1000- 90. - 3 - 10 Project Address: 75 LAKESIDE DRIVE SOUTH SOUTHOLD, NY 11971 Phone#: 917-673-9904 Email: Paul.Varriale@gmail.com Mailing Address: 75 LAKESIDE DRIVE SOUTH SOUTHOLD,NY 11971 CONTACT PERSON: Name: ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS Mailing Address: 205 BAY AVE GREENPORT, NY 11944 Phone#: 631-477-9752 Email: info@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION, Name: ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS Mafflng Address: 205 BAY AVE GREENPORT, NY 11944 Phone#: 631-477-975 Emil: info@ribrownarchitect.com CONTRACTOR INFORMATION. Name:. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION , ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]Other $ 200,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: SINGLE FAMILY RESIDENTIAL Intended use of property: NO CHANGE Zone or use district in which premises is situate& Are there any covenants and restrictions with respect to R40 this property? Dyes ANo IF YES, PROVIDE A COPY. ❑ 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 be Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as'a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): RYA I R (AGENT) Authorized Agent ❑Owner Signature of Applicant: Date: A Pf IL- 16 '2,DZ5 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6186050 SS: Civallfied In Suffolk County ��, COUNTY OF ) Commission Expires April 14, __�.w" RYAN S I DOR (AGENT) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS (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 (� °°�� Nam/ y df 20d)� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) PAUL VARRIALE residing at 75 LAKESIDE DRIVE SOUTH SOUTHOLD NY ROBERT I. BROWN ARCHITECT P.C. do hereby authorize to apply on y beha taJhie Tow6 of Southold Building Department for approval as described herein. Owner's)Zure Date � frl.w Print Owner's Name 2 EXISTING VARRIALE ' FLOATING DOCK 75 LAKESIDE DRIVE SOUTHOLD, NY ii97l 6 z 2' 29 MAY, 2025 STILLWATER LAKE r J SCALE:1" = 20'-0" r Robert I. Brown r Architect, P.C. S88010'30"E— 2o5 Bay Ave. Greenport NY" _ O r bro architect cphi w —72. 17 r 631-477-9752 2.8W � 4 ! }yLINUFI'IIELAWFUIIANYE 3 3 SOP — — —s— a—� r � € nrrc Y _ e — III °wNYY ANi A1F� 1 E j FL7.L )ROAN[EWftll l't€?=_G4'[ - s z _ P KAYAK RACK \ - r LOT COVERAGE: (REVI5ED) I Ll1 LOT AREA: 23,81 C\2 / p C 0 EX15TING STRUCTURE: 1715.7 EX15TING DECK: 2GO. I O co / O STRUCTURE ADDITION: +772.4 — O DECK ADDITION: +203.7 z TOTAL STRUCTURE: 2488. 1 > I TOTAL DECK: 4G3.8 � \ I / TOTAL COVERAGE: 255 13 LOT 63 29G3.9 / 23,8 10 1 2.4% ZONE 2 LOT 62 SEPTIC LOC. AS SHOWN ON PREVIOUS SURVEY DATED 1998 3•7 8.2' LOT 64 `� M. SHED 5.1'W I ca / PPIOP05ED }" i DWELLINGS PROPOSED 1 -STORY 1 W/PUBLIC WATER ,15a4" DECK ADDITION I 150' 59.1' \ DWELLINGS c l> \ � 70 W PUBLIC WATER ''D UTIOOR EXISTING' > N 150' 1 NOWER 1 STY FRM 17.3' w> z I m 4 DWELLING COVERED' Nm v —1-4*-4„g- o FFL EL 11.0 P B is I a, #75 16.3' / °D / 0 �' O I 25.6' &�' I --TORY 'rP O ADDITION ZONE I � CURB m f // ;#' 0.3'E o / M�f i' < / 5' E 7, / 6 (- - —-` `¢ gy p / O \ \RM SITE PLAN y 3 SCALE: 1 " = 20'-0" EX15TING EXCEPT A5 NOTED "W.M.0 BASED ON SURVEY 5Y: U.p KENNETri M. WOYCHUK LAND SURVEYOR \ - DATED: 05 AUG 2022 y 5CTM: 1 000 - 90. - 3 - 10 j 0 � S�� AREA: 23,809.7 5F (0.59 AC) ZONED: R-40 ELEVATIONS ARE BASED ON NAVD 88 DWELLINGS A,9 W/PUBLIC WATER NOTE: 150' EX15TING 3 BEDROOM t10U5E TO REMAIN 3 C� g BEDROOM MOU5E /' (NO INCREASE IN BEDROOMS) EXISTING VARRIALE FLOATING r DOCK 75 LAKESIDE DRIVE SOUTHOLD, NY u97i _ 6'x 12' 29 MAY, 2025 STILLWATER LAKE- a SCALE:i" =20'-0" ,--- Robert I. Brown Y Architect, P.C. Q S88010130»E_ r 205 Bay Ave. Greenport NY' My into@ ribrownarchitect.c i ;"',' t.Y, W LINE v '—72. 1 7, •� 631-477-9752 ,�.., ,-. •x,:.r:;. F`�i , — —_ — -- — _ .mac— — ��o t+.,�a A '.y ..'r%. ..},.-\.•\ 2.8,W IT ISA VIOLA9'ION UFTFIE LAW FUR ANYP a 1 �_f•+ ' }�0 UNLESS ACTING UNDER TI IE DIRECTION U A•, F LICENSED ARCI IITECP,TO ALTER ANY ITE —————— —' THIS DRAWING IN ANY WAY.ANY AUTI10 IZ A' t�j ALTERATION MUST RE NOTED,SEALED, • .1 z`••.e., -- I — DESCRIBED IN ACCORDANCE WITFI THE LA P� KA���4 ,�RACK Lp O �0 COVERAGE: (REVISED) OT AREA: 23,(510 n2 EXISTING STRUCTURE: 1715.7 EXISTING DECK: 2GO. I Lu C` — z STRUCTURE ADDITION: +772.4 __ O DECK ADDITION: +203.7 z I / TOTAL STRUCTURE: 2488. 1 I TOTAL DECK: 4G3.8 TOTAL COVERAGE: 2951 .9 LOT 63 29G3.9 /, 23,810 = 1 2.4% ZONE 2 } LOT 62 SEPTIC LOC. AS SHOWN i ON PREVIOUS SURVEY O DATED 1998 —_ - 3.7' i 8.2' ly O O i in LOT 64 O —26 M. LI) —- SHED Q' tJ ( � PROPOSED, 30rn - } 70 DWELLINGS PROPOSED I -STORY n W/PUBLIC WATER ,1/5'-4" DECK ADDITION 150' DWELLINGS / 59.1' 00 \ W PUBLIC WATER T'D / UTDOOR EXISTING' 8 N ct \ 150' I HOWER 1 STY FRM 17.3' �� �' Z ` m COVERED Nm II 1�'o F L DWELLING in D 37 " i �I rn #75 16.3' '- 1 N to � N � w PR 05ED / 0// I 50 O 25.6' i' 1 - TORY O A DITION i ZONE 1 �' O O � 0 CURB MQN. U.P. PE ti , , PR M pN 0 F 51TE FLAN _ P SCALE: 1" = 20'-0" EXISTING EXCEPT AS NOTED � BASED ON SURVEY 5Y:-' I ° U.P. � KENNETH M. WOYCHUK LAND SURVEYOR DATED: 05 AUG 2022 0 E 5CTM. 1000 - 30. - 3 - 10 o SOON AREA: 23,509.7 5F (0.59 AC) — ———— —y_ �VSN ZONED: R-40 ELEVATIONS ARE BASED ON NAVD 88 f DWELLINGS �9i NOTE: O E� �• W/PUBLIC WATER 150' EXISTING 3 BEDROOM HOUSE TO REMAIN 3 BEDROOM HOUSE / (NO INCREASE IN BEDROOMS) y �yL NEW 2.6 CONSTRUCTION ' CD-X RATED PLYWOOD SHEATHING ' VAPOR 'CL05E CELL n NER 2'CLOSED CELL SPRAY-IN FOAM,INSULATION(R-13), U P. 5 BAIT INSULATION 1'" 24•-2 " 1 G-T VERTICAL 2'BOARD AND BATTEN SIDING ,1vn t 9'-I I/2" 9'-I I/2' �� - 65-IO 1 2- 5'-10 1/2-'3- '3' 81-T 3 3 8'-T 4-T T-2 O gullding®epa�nfent EXISTING SEPTIC TANK (APPROXIMATE)V.I.F./ ` 01 Southo ld ••s01 Town NEW 15NG TRUCTION PROPOSED MASTER BEDROOM S•, CD-X RATED PSHEATHING 258 SF NEW 6 CONSTRUCTION R BARRIER CATHEDRAL CEILING CD-% TED PLYWOOD SHEATHING I \ !rs 2•CLOSED CELL SPRAY-IN FOAION(R-13) 3+8 DRESSED COLLAR TIES Qa 48.O.C. t? 10 VAPO BARRIER R-INSULATION _ O 2"CL 5ED CELL SPRAY-IN FOAM INSULATION(R-13) \ // VERTICAL 12'BOARDTEN SIDING VERTU AL II25BOARD AND BATTEN SIDING ULATION NEW FLOOR TO BE LEVEL WITH EXISTING -y'PLYWOOD SUBFLOOR WOOD FLOORING TO BE SELECTED BY OWNER 8'-7 1/2' ' NEW&5HEETROCK ON WALLS AND CEIUNG OgN TAPE.SPACKLE.AND PAINT 3 COATS5'-4 112' _ -8 I/2'NEW WOOD DECK 4735E - •-I' ' 2468 2468 I.6 DECKING TO BE SELECTED BY OWNER NEW STEEL CABLE RAILING ;n 2 4 1 - a 0 -4• 5'-T _ Q 1 b PROPOSED DINING ROOM b =�I PROP05ED I PROPOSED EXISTING 2X4 CONSTRUCTION TO REMAIN m I GO 5F dI c 1 CLOSET 1 BATH REPAIR AND PATCH AS NECESSARY O 9 I I O NEW R-I 5 BATE INSULATION IN ALL EXPOSED CAVITIES �w L © 90 OB �` v REINFORCE5TL 5'3 i/2" 8'- 3•-11^ WALL AS NECE55 FOR NEW BEA I Y^.I I%'2.0E MICRO LIAM LVL FLU5H BEAN 2868 �( 4 5'-^ L 'a 2'-11.i 1 SECURE ALL CEILING JO15T5 4 J0151 HOLDER5 3 '�'L 3 REINFORCE STUD REMOVE EXISTING WP11 A5 SHOWN .\ REMOVE EXISTING BAY WINDOW REMOVE EXISTING WINDOWS -WALL AS NECESSARY BRACE AND SUPPORT EXISTING C0U',G - a PROPOSED LAUNDRY N NEW WOOD LANDING _ FRAME FOR NEW OPENING FRAME FOR NEW OPENING FOR NEW BEAM AND STEPS (2)218 HEADER(IYP.1 (2)2.8 HEADER(TYP.I L 6'-S' L 96 SF HANDRAIL TO CODE b RYP.) . NEW ISLAND BUILT-INA SnEIF WASHER DRYER SH ^. (2)2.8 FADER C�{n � M LNG O � MODIFIED KITCHEN V AS AIRY EXISTING LIVING ROOM -nu FIRE LACE TO REMAIN IX15TING - RATED i0 MAIN SELF-CLOSING DOOR J SINK CONCRETE STAIR TO REMAIN C q� O G '-4- '7•-11 1/2- 01 m REtIOVE EXISTING WINDOW ,XA NEW 2.4 SLEEPER JOISTS I p O O F MOO FOR NEW OPENING /1 n NEW FLOORING TO BE I (2)2.6 HEADER(TYP.) - LEVEL w/EXISTING ` - _.�._______�__—_—� 00" . Q EXISTING STONE O - O REMOVE EXISTING BEDROOM STEPS TO REMAIN O REPAIR AND PATCH EXISTING FLOOR CLEAN AND DRY AND WALLS AS NECESSARY EXISTING SLAB REMOVE EXISTING WINDOW 2.4 FRAME STUD WALL REMOVE EXISTING STONE PAVERS FRAME FOR NEW OPENING 1/2'5HEETROCK NEW 2.6 WALL CONSTRUCTION ——————————— \ AS NECESSARY_© 2'CLOSED CELL 5PRAY4N FOAM (2)2.5 HEADER INSULATION(R-131 - 4--1 1 2- W-T R,-15 BATT INSULATION N O CD-X RATED PLYWOOD SHEATHING b_ 2'-5 2' 2,1' NEW 510ING TO MATCH EXISTING I 0 NEW 2.4 SLEEPER JOISTS.NEW FLOORING TO BE LEVEL w!EXISTING NEW 2.4 CONSTRUCTION TO MATCH EXISTING ' 4--7- 4'-' TO BE BUILT UNDER EXISTING ROOF GARAGE ADDITION () CD-X RATED PLYWOOD SHEATHING REMOVE EXISTINBC 55A W i0 - VAPORVERTICAL 1 2-B VARRIALE PROPOSED CIASEf NO IN UL 2OBOARD AND BATTEN SIDING FRAME FOR NEW OPENING - NEW 4'POURED CONCRETE AS NECESSARY O SLAB w/6+6 W.W.M. (21 2.8 HEADER J TO BE LEVEL WITH EXISTING O EXISTING 2.4 CONSTRUCTION TO REMAIN REPAIR AND PATCH AS NECES5SARY5ARY - A 75 LAKESIDE DRIVE SOUTHOLD, NY n971 H - m NEW R-I$BATT INSULATION IN P1I EXPOSED CAVITIES O REMOVE EXISTING WINDOWS FRAME FOR NEW OPENING (2)2.12 HEADER EXISTING MASTER BEDROOM BI AS NECESSARY NEW 8'-O'GARAGE DOOR 05 JUNE, 2025 166 5F O (2)2.5 HEADER e'-o uz• L B-o 1/z• SCALE:1/8"=1-O EXISTING OFFICE 005F 6 Robert I. Brown REMOVE EXISTING BAY WINDOW REMOVE EXISTING WINDOW O FRAME FOR NEW OPENING FRAME FOR NEW OPENING ABOVE Architect P.C. _ (2)2.8 HEADER(TYP.) (2)2.8 HEADER 7 _ w 2 2 ao5 Bay Ave. Greenport NY �4•��� ��4•_1 1,2� i/nnto@ribrownarchitect.co O O O O FX15TING 2.4 CONSTRUCTION TO REMAIN `�' 1 n�'7G 2' REPAIR AND PATCH AS NECESSARY ��-975 NEW R-1 5 BATT INSULATION IN ALL EXPOSED CAVITIES ITIS A VIOLATION OF THE LAW FOR ANY PERSON, .• _ .Y�a, 7' 1 UNLESS ACTING UNDEARCIMECT.R THE DIRECTION OF A 1666 7 © FLOOR PLAN NOTE: NOTE: ER A14Y rrEM ON THSNSED DRAWING IN ANY WAY.�ANY AUTHOREZ D J� ik REMOVE AND REPLACE ALL EXISTING WINDOWS EXISTING 3 BEDROOM HOUSE TO REMAIN 3 AON MUST BE NOTED,SEALED,AND w SCALE:I/4•=r-o' BEDROOM HOUSE DESCRIBELTERATID IN ACCORDANCE WITH THE LAW. EXISTING EXCEPT AS NOTED REMOVE ALL EXISTING ROOFING AND SIDING. (NO INCREASE IN BEDROOMS) TO BE REPLACED AS SHOWN BP-1' Asscssop-,s ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MI5C. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.TH15 PROJECT 15 THE CONSTRUCTION OF A GARAGE ADDITION Ar1D RENOVATICH.ArJD A REAR WOOD GROUND SNOW LOAD 20 PSF (PER FIG. 1608.2 5CHY5 2020 FROM TABLE N 1 1 02. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS, BY COMPONENT DECK,ADDITION FOP All EXISTING OI1E STORY SINGLE FAMILY RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DE51GI1) 130 MPH (PEP.FIG. I GO9.30)BCNY5 2020 2.THE EXI5TIPIG HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE SE15P JIC DESIGN CATAGORY B (PER SECT. 1 G 13 13CNY5 2020 2020 IS 1 T-1 1".THE PPOP05ED ADDITION WILL NOT EXCEED THE EXISTING HEIGHT. WINTER DESIGN TEMP I I°F (PEP TABLE tJ 1 10 1.2) GLAZED BASEMENT SLAB CRAWL 3.THE TYPE OF COIISTRUCTIOtJ IS TYPE V(13). FLOOD ZONE N/A (PER FEMA t,1AP)). CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR 4,ALL WOPK SHALL CONFORM TO THE PEQUIRE1.1ENT5 OF THE 2020 BUILDING CODE of NEW YORK WEATHEG INE EPTH 30.POBAB!uTY s vERE (RER Bcuvs 202o ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE It SPACE WALL STATE, 2020 EXISTING BUILDING CODE of uevYOPK STATE,AND THE AF k PAwooD FRAME DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) SHGC R-VALUE DEPTH R-VALUE COII5TRUCTION MANUAL 2015 HIGH WIND EDITI011. 5.DE51Gt1 LOAD CALCULATION ARE BASED ON: PER TABLE 1607.1 BCNY5 2020 LIVE LOAD:AS PEP TABLE P301.4.BUILDIIG CODE of NEWYORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 2FT 10/ 13 DEAD LOAD:CALCULATED AS PEP R301.3 AS PE;?13CNY5 2020. SLEEPING ROOMS 30 P51 ATTICS WITH LIMITED STORAGE 20 P51 SNOW LOAD:20 P51 GROUND SHOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020, A7TIC5 WITHOUT STORAGE 10 P51 WIND EXPOSURE CATEGORY"C",FOR 130 MPH 2 SECOND GUST. STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIN41T I5T.FL. 40 LB. 12 L/3GO 211D.FL.(SLEEP AREA) 30 LB. 12 u3c',o NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U3G0 (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. 15 U3(;O ONE AND TWO FAMILY DWELLINGS 2015 56C HIGH WIND EDITION) JOINT DESCRIPTION NUMBER.OF COMMON NAIL5 HAIL 5PACIHG G.THE ARCHITECT A55UM_`5 rl0 P E5POH5!BILITY FOR THE CONSTRUCTION MEAt15,METHODS. TECHNIQUES,5FQUFHCE5.OR PR,OCEDURE5.CR FOP SAFETY PP,FCAUTIOH5 AND PROGPAL15 IN ROOF FRAMING CONNECT!OI1 WITH THE WORK.THERE APE NO 1AN'APPAr1TIE5,I IOR ANY MERCHANTABILITY OF FITNESS RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER FOR A SPECIFIC USE EXPPE55ED OR,IMPLIED If I_-HE USE OF THF5F PLAIDS. CEILII IG JOIST TO TOP PLATE(TOE-NAILED) 3 PEP J015T 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BELOPE 5TARTIIG C0II5TPUCTICH.DO NOT SCALE CEILIt1G JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY, CEIUI IG JO!5T LAPS OVLR PARTITIOI`J((FACE-(JAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL MID EOUIPMF4T SHOWN LISTED.OR RIDGE STRAP(EACH END) 2 PEP TIE DE5CP,IBED 011 THESE DRAWINGS SUBJECT TO OUALIFICATIOH5,CONDITIONS,OR EXCEPTIOI 15 AS BLOCKING TO RAFTER(TOF-rAALLED) 2-80 EACH END NOTED.CONTRACTOR SHALL FUP.I115H ALL LABOR,,SCAFFOLDING.AND TOOLS tlECESSARYTO RIM BOARD TO RAFTER(EIJD-NAILED) 2-1(;,1 EACH END WALL FRAMING COMPLETE THE WORT:. 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS(FACE-MAILED) 4-I Gd J015T EA.51DE EXISTING AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED It15PECTION5,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES FLOATING OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd.3-I Gd,4-I Gd PER 2x4.2xG.2x8 RESPECTIVELY ' --' DOCK BOTTOM PLATE TO FLOOR J015T,BAND J(DI5T. 6'x 12' DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PEP FOOT ---' - 1. CONTRACTOR SHALL DEMOLISH WALLS.FLOOR,, AND EXISTING ROOF AS INDICATED ON DPAWING5 FLOOR FRAMING STILLWATER LAKE - AND AS NECESSARY,AND P.EMOVF ALL DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2. CONTRACTOR SHALL DO ALL PATCHING AND REPAIR AS REQUIRED DUE TO REMOVAL OF EXI5TI IG BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END BLOCKING TO JOIST(TOE41AILED) 2-8d EACH END -- WORK At ID OF It ISTALLATION OF tJEW'W OR;K.AS NECESSARY 3. ALL I NEW WORt 5HALL MATCH At ID MEET FLL15H TO EXISTING WORK AS CLOSELY AS P05515LF Ut ILE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK OTHEK'A95E(NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T Y J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PEP.J015T ---' J - S88O 10'3 O"L,4. EXI5TIIG STPUCTUP.E AIJD INTERIORS THAT I,EtAA1N SHALL BE PROTECTED A5 NECE55APY DURING - - Q - jJ - --- DEMOLITION AND CON5TR.UCTIOrl. BAND J015T TO J015T(END-(JAILED) 3-1 Gd PER J015T 5. COIITPACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT MNW //��- _ ,_. ,_ Q ,___ __ 72. 17 2. 1 ,7 TELEPHONE SERVICES At ID MAKE ARRANGEMENTS FOP HOOK-UP.REMOVAL.DP CAPPING OF EQUIPMENT ROOF SHEATHING U AS(NECESSARY. 5TP.UCUPAL PANELS 8d (TABLE 3.8) 2 _ - "'-=---r-- -- - ---= 2.8;W ---- _ DIAGONAL BOARD SHEATHING _7'0 FOUNDATIONS I"xG"OR I,x8,, 2-8d PER SUPPORT p I.ASSUMED SOIL BEARING CAPACITY, 1,500 Ih,'Sq_Pt. I"x 10"OR WIDER, 3-8d TE SIT HOLE PER SUPPORT _, .�_ F e'9Nk 2.CONGPETE TO BE PLAIN,RE'IFORCED.3,000 psi.-28 DAY TE5T. 3.ALL NEW FOOTINGS TO KE5T Oil UtID15TUPBI_D SOIL. CEILING SHEATHING GYPSUM WALLBOARD Sd coolers 7"EDGE/ 10"FIELD - 'l �- - -- GENERAL CONSTRUCTION KENNETH M. WOYCHUK LS ` WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMEI IT AND SERVICES NECESSARY TO 5TRUCUPAL PANEL Sd (TABLE 3.9) DATED: 03 AUGUST 2022 T�ti1BE COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN.OR FIBEP,BOARD PAI IEL5 RS PEA5011ABLY IMPLIED AS NECESSARY TO COMPLETE THE V✓OPK. 2.FASCIAS.SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/10- 811 3"EDGE/0'FIELD 3.IHTEP OP,TRIIA SHALL MATCH EXISTING. 25/32" 861 3"EDGE/G"FIELD 4.FRAMING ELEME!IT5: GYPSUM WALLBOARD 5,1 coolers 7"EDGE/ 10"FIELD I (0- A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LAPCH STRUCTUPAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) G OR BETTER. PARTICALBOAP,D PANEL 5 81j (TABLE 3.9) 0.0' < P� B.ALL ENGINEERED LUMBER,SHALL BE AS INDICATED ON DR.AWING5,AND SHALL BE INSTALLED,CUT DIAG0I161 BOARD SHEATHING EL +G.O AK RACK C �KAYKAY AIID DRILLED IJ ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIO115. 1 NO'OP, 1"x8" 2-8d PEP.SUPPORT � Z OA C.ALL.SHEATHING TO BE APA RATED,EXP05UP,E 1,THICKNESS AS INDICATED. I N 10"OR WIDER. 3-8d PEP SUPPORT DK BROWN SANDY LOAM OL F�R� D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1.3/4"MII I.THICKNE5. E.ALL HEADERS 0-0"At ID OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER, FLOOR SHEATHING 0.5 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OF AS 5'10NTJ Oil DPAWIIG. 5TRUCUPAL PANELS F.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR,BEAMS AS PER 5CNY5 2020 1"OR LESS Sd 6"EDGE 1 12"FIELD OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION(IN ROOF GREATER THAN I" I Od G"EDGE/G"FIELD G.PROVIDE DOUBLE FRAMI!1G APOUND ALL OPENINGS(STAIRS.ETC.)OR AS NOTED Oil DRA`AT IG5. DIAGONAL BOARD SHEATHING C� H.PROVIDE DOUBLE UP F RAMMG UNDER ALL POSTS AND PAPALLEL PAPTITIOrl5 OR AS NOTED 011 1"x6"OP. I"x8" 2-861 PEP SUPPORT BROWN LOAMY SAND SM DRAWING. I"x I O"OR WIDER, 3-8d PER SUPPORT `{. Q 1.ALL FLUSH WOOD CONNECTIONS SHALT_BE FA5TEI LED WITH RATED GALVANIZED METAL CONtIECTOK5 BY`51V15CN`OR,APRP.OVED EQLAL J.NAILII IG SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. 2,5 U I m �\ Q ALL 2''xG"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE Ld R GALVANIZED. SEE ATTACHED NAILIIG SCHEDULE. 0 K.PLYWOOD SHEATHING TO BE NAILED 8,1 NAILS @ 4"O.C.EXTERIOR,EDGES AND Gd NAILS @ 12- W � CIO O O.C.INTERMEDIATE. SEE ATTACHED NAILIIIG SCHEDULE. Li _ - - -CO 0 L.ALL INTERIOR AND EXTERIOR,FINISHES TO BE SELECTED BY OWNER. BROWN MEDIUM SAND 5P $ l 0 0 M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE MID STUD WITH GALVANIZED HUFRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE Z HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONIIECTIONS. 5 8' j 5.ALL I!EW WINDOWS TO BE THERMAL INSULATED LOW'-E GLASS.WITH ARGON GAS.IMPACT RESISTANT AS EL +0.2 DRAINAGE CALCULATIONS: REQUIRED. (O G.LOAD PATHS APE INDICATED BY SECTION DRAWINGS. ,r-�- 7.COHNECTION5 SHALL BE BUILT IN ACCORDAI!CE WITH AI151/AF/E PA wCFM-1995.(5EE NAILING ------ J ZONE 2: G09 SF x 0. 1 7 = 1 03.5 CF THESE PLANS ARE AN INSTRUMENT OF SERVICE SCHEDULE) 8.FLASHING AT ALL WINDO'N AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED !�,.- LOT 63 - PROVIDE (i) 8' DIA x 4'-O"D DRYWELL (100.2 CF) AND ARE THE PROPERTY OF THE ARCHITECT. MEMBRANE. I INFRINGEMENTS WILL BE PROSECUTED 9.FLA5HIIG AT P,OOF COI INECTION5.VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMI'IUM_ I I I ZONE 2 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED At ID VERTICAL 5URFACF5.EXCEPT WATER IN BROWN MEDIUM SAND SP ,' LOT 62 2025 ALL RIGHTS RESERVED STEP FLASHING AND COUNTER-AND CAP-FLA5`11NG SHALL BE USED AT INTERSECT!OII OF ROOF AND _�! CHIMNEY,AND ROOF AIJD WALLS. SEPTIC LOC. AS SHOWN 1 1.INSULATION SHALL BE BATT I1`15ULATION OF--HICKNE55 IIDICATED ON THE DRAWINGS AIID SHALL BE 2-112 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR,PKF-FORMED FIBROUS CORNER ON PREVIOUS SURVEY 7 GLASS IN5ULATIOIL NAAMNI STANDARD 51, 1 b-70. CLOSED-CELL 5PRAY-II1 FOAM INSULATION(R-6.5 PER 1 2.0' O DATED 1998 ___ _ CI) 3.7' INCH)BY ICYNENE OP,APPROVED EQUAL SHALL BE PROVIDED AS IIDICATED ON DPAWING5. H O LD D OWN ry ' $2' \ `, 12.NEW IIITEPIOP DOOP5 SHALL MATCH EXISTING I O O -` 13. NEW HAP.D`A'AP,E SHALL MATCH EXISTING.UNLESS SPECIFIED BY O'AT4EP. O - 2.6 M 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE.COI LFOPMING TO A5TM C3G,AIID 5HALL BE LOT 64 Robert I Brown "5HEETPOCK 5W'BY U.S.GYPSUM CO OR APPPOVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE WATER ENCOUNTERED EL +0.2 N D-----------N --' -� SHED 15.ALL NFW AND RFPAIRED GYP.BOARD SHALL 13E TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR _ HIGHEST EXPECTED +2.O Architect P.C. CORNERS SHALL HAVE METAL CORtIfR BEADS. j[ � I;I �;I 5.1'W � FINISHES UI _ U JLJI I II I O, :. ------ 1. NE':Y WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYUKETIANE,3 COATS. - - _ . - PROPOSED i 3 DWELLINGS 20 Bay Ave. Greenport NY 2. FY15TIlIG WOOD FLOOP5 SHALT_BE SANDED AIJD REFINISHED. - 5 PROPOSED [ - /PU ATER @ Ibrownarchrtect com PROPO D r I STORY N W BLIC W in o r 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET _..-- n ADHESIVE. - DECK / ADDITION I t G 150' 631-477-9752 4.EXTEP!OP,PAINT SHALL BE LATEX ACRYLIC BY BENJAMII MOORE OR APPROVED EQUAL. I q -4u lI APPLIED IN ACCOPDAtICE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMKIDIDATIOII5. -------------- --=-- - c Jai o l;,n t}r�jrLrm m. I` 59.1' 5,rXCOTING IHTLr:IOR.WALLO AND CEILINGS Ill KOQM5 API LCTED©Y THE W'OPT,SHALL BE DWELLINGS CLLAtILD At!P P.Lf'AIITLD,Nf IN WAI,LG AND C(I1,1LJG5 5HALL BC 5EALED AND FAIrJTLD.PAINTING LOT COVERAGE: EXISTING ;a RIDGE ry -� r1Al.J.e. TW'c2(:)COAT',f�arunr.11l r.fuc�IE;AQUA PEARL LATE Y PAINTED.COLOR TO BEW/PUBLIC WATER OUTDOOR RIDGE CROSS SECTION END VIEW LOT AREA: 23,610 150' 3 HOWER 1 STY FRM 17 3' 00> n' 1 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, LLEaTGD. G. INTERIOR TRIM SHALL BE SANDED SMOOTH.PPIMED.AIID FINISHED WITH TWO(2)COATS N(�-( � hl 8 0 UNLESS ACTING UNDER THE DIRECTION OF A BENJAMIII MOORE LATEX ACRYLIC 5Er.11-GLO55 PAINT. DWELLING COVERED - Cn �� LICENSED ARCHITECT,TO ALTER ANY ITEM ON EXISTING STRUCTURE: 1 71 5.7 ! � FFL EL 11.0 -PORCH D 37,0° r HVAC EXI5TI NG DECK: 2GO. 1 I T- THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1.PROVIDE ALL LABOR.,MATEPJAL5.TRANSPORTATION.EQUIPMENT AND SERVICES _ - � _ - _ � b) #75 1 6.3' ALTERATION MUST BE NOTED,SEALED,AND (NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES DESCRIBED IN ACCORDANCE WITH THE LAW. AS REQUIRED BY THE DRAWINGS AMD SPECIFICATIONS AND THE 2020 MECHANICAL pp �" � CODE of NEW YOPK STATE,OR REASONABLY IMPI IED AS IlFCE55AKYTO COMPLETE STRUCTURE ADDITION: +772.4 ' TO WORK. _ DECK ADDITION: +2 15.7 2.EXISTING BOILER TO R,E'AAII 1. " ' 3.EXISTIIG AIP HANDLERS AtID COtIDITIONEP,5 TO REMAIN.EXTENT DUCTWORK AS I, PR POSED �' O G �� NECESSARY. TOTAL STRUCTURE: 2486. 1 I � 0 4.PROVIDE AIR-HAl1Dl.ERS.DUCTW'ORJC.At10 COt1TROL5 AS NECESSARY TO G: V ; 25•6' 'i - TORY 6 � ; DRAINAGE CALCULATIONS: COMPLETE THE WORK FOR AIR COHDITIOIJING IN ALL ZONE5. TOTAL DECK: 475.8 O 8 p A DITION ZONE I : 496 SF x O. 17 = 84.3 CF PEpARC&, PLUMBING ZONE I i PROVIDE (I ) 6' DIA x 4'-O"D DRYWELL (89.3 CF) 1.PROVIDE ALL LABOR,MATERIALS,TRAN5PORTATION, EQUIPMENT,AND SE2VICE5 TOTAL COVERAGE: 29G3.9 co I (10 NECESSARY TO COMPLETE ALL NEW PLUMB111G WORK REQUIRED BY THE DPAM[105 I f 2963.9 / 23,8 I O = 12.4% O - - -f ' � AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OF, i 0 I "7 `U t CURB REA50r1ABLY IMPLIED AS NECESSARY TO COMPLETE THE WORT, z t Q �� l r i 2,CONFORM TO THE MFW YOP.K,STATE ErJVIPONMENTAL CONSERVATION LAW WITH TTl 0.3E R,EGAR,DS TO WATER SAVING At ID COr I5ERVATION, ALL FIXTURES SHALL BE Ott THE M�,N• ` �qrf OF taF3J APPROVED"LIST OF CERTIFIED WATER 5AVIr1G PLUMBING FIXTURES"AS PU[3L15HED BY �-' �J rt THE NEW YOPK STATE DEPARTMENT OF Et1VIP.Ot I tEPJTAL CONSER\/ATION. ? _ 0 .. O 3. ALL WOPY.Oil THE PLUMBIIfG SYSTEM SHALL BE PERFORMED BY OR UNDER THE x (0 SUPERVISION OF A PROPERLY LICENSED MA5TEP-PLUMBER. UPON COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS PEQUIPED BY THE TO',✓N OF U.P. P � " SOUTHOLD. ' NOTE: -- 0 E 4.THE CONTRACTOR,5HALL OBTAIN.SUBMIT,AND PAY FOR ALL PERMITS, � ,t � �� �0� CLIENT/OWNER CERTIFICATIONS,LICENSES ANDIt15PECTlOt!S P.55 REOUIPLD BY LOCAL,STATE,AND EXISTING�/. EXISTING 3 BEDROOM HOUSE TO REMAIN 3 F\RlV` FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JUPI5DICTIOIJ. '; ` ELECTRICAL _.- l f/ BEDROOM HOUSE 1.FURrJISH ALL LABOR.MATERIALs.EQUIPMEIIT.PIAI!T,TOOLS.AND SERVICES F�ooP - VA 7Rh R 1A L E (NO INCREASE IN BEDROOMS) s /N� �Op P.\N NECE55APY AND PEOUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW Joi5'r - _ .-_ __ _ _ \OM �O�P G� 5 3 PALL & JEENA ELECTRICAL SYSTEMS AIID RELATED WORK INCLUDING.BUT NOT LIMITED TO: -ti--- i COWIECTIOH5 TO PREVIOUSLY I15TALLED ELECTRICAL SYSTEMS,W'IPJNG,LIGHTING, - 1� SERVICES.FEEDERS.DISTRIBUTION AND PROTECTION EQUIPMEIIT,COtItIECTI ES TO j NOTE: 6 ' - ' I ' / �� 75 LAKESIDE DRIVE SOUTH APPLIANCES. GROUNDING,AND ALL INCLUDING AEI.CONNECTIONS AND DEVICES /� `j 1` ��� i' WITHIN THE SCOPE OF THE WORK AS SHOWN Cl l THE APPLICABLE DRAWINGS AND /J V SOUTHOLD NY 11971 AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN TH15 TYPE OF PROJECT At ID W M.O � � INCLUDING COIRIECTIO115 TO PREVIOUSLY INSTALLED TRAN5FOPMER5 AND REMOVE AND REPLACE ALL EXISTING WINDOWS _ ELECTRICAL DISTRIBUTION SYSTEMS. I +' O U.P. 1ry 2.ALL WORK,SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE i of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO.70-2017(tirc), _ REMOVE ALL EXISTING ROOFING AND SIDING, �� Cd/ O PROJECT TITLE LOCAL UTILITY STANDARDS.OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA).THE TO BE REPLACED AS SHOWN O O SCONE APPLI NATIONAL ELECTRICAL MTHE EVENT ORS'ASSOCIATION(CFE S AIID Er1Y OTHER � �� � ` � ^ ADDITION AND APPLICABLE CODES. IN THE EVEIJT OF COIIFLICT,THE r,1ORE STRINGENT `,� \ _ O '� ,. PEOUIP,EMEIITS WILL APPLY. 3.ALL PRODUCTS U5FD FOP,ELECTRICAL WORK SHALL BEAR THE UNDEPWP,ITEPS 1_AB0RAT0PJE5.INC.LABEL AND BE SUITABLE FOR THE ENVIPONMENT IN WHICH THEY RENOVATION WILL BE INSTALLED. FooP -- 4.ALL WORK Oil THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR.UNDER THE SUPERVISION OF A PROPERLY LICE115ED MASTER;ELECTRICIAN. ---oi 1 - I SITE PLAN 9, DWELLINGS 5.THE CONTRACTOR SMALL OBTAIN.SUBMIT.AND PAY FOR ALL PERMITS.LIC-N5F5 i 1 `� .rA ��. @ - W/PUBLIC WATER AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, j ' AND ANY OTHER APPLICABLE JURISDICTION. ! _ 150 DRAWING TITLE C.CARBON MONOXIDE DETECTORS IN COIJFORMANCE WITH APPLICABLE CODES SCALE: I 20-0 SHALL BE COI INECTED TO THE LIGHTItIG CIRCUITS WITH NO INTERVENING WALL EXISTING EXCEPT AS NOTED C� A SWITCH. LINE CO--,D-CO11tIFCTFD,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS f GENERAL NOTES ARE NOT ACCEPTABLE. ALAPLI5 51ALL BE INSTALLED ON EACH LEVEL ON WHICH i' SLEEPING QUARTERS ARE LOCATED. 7,SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW _ BASED ON SURVEY BY: SITE PLAN YOPK LA STATE,THE NFPA NATIONAL FIRE ARM CODE NO.72-1 993 SMALL BE PROVIDED OUTSIDE EACH SEPARATE 5LEEP114G AREA,Ill EACH 5PLEEPIIG ARE4.AND UPLIFT CONNECTIONS KENNETH M. WOYCHUK LAND SURVEYOR Oil EACH FLOOR LEVEL. DATED: CONTRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR 5MOK,E AND BURGLAR ALARMS AS HECE55ARY, C O N N E C T 1 O N 5 D E T A I L SCTM: 1000 - 90. - 3 - 10 28 MARCH,2025 SCALE AREA: 23,509.7 SF (0.59 AC) ZONED: R-40 DRAWING NO. ELEVATIONS ARE BASED ON NAVD 86 ISSUES/REVISIONS WINDOW 5CHEDULE MODEL SIZE TYPE LITE QUANTITY NOTES A CW 135 2'-5" x 3'-5" CASEMENT - 5 B TW 2 104 10 3'-0" x 5'- 1 " Dh - 15 EGRE55 C AN 281 2'-8" x 1 '-9" AWNING - I TEMPERED GLASS IN BATHROOM 1 G'-7" D AX 281 2'-8" x 2'-8" PICTURE 4 1 STATIONARY oo E CXW 145 3'- 1 " x 4'-G" CASEMENT - I BASEMENT EGRE55 1 F 8'-5 1/2" U-5 I/2" G CN 135 1 '-9" x 3'-5" CASEMENT - I TEMPERED GLASS IN BATHROOM EXISTING SEPTIC TANK H CVi/ 14 2'-5" x 4'- I " CASEMENT - 4 (APPROXIMATE) V.I.F. 8' 10 1/4" 2x8 FLOOKJOISTS @ I G" O.C. i ti —- -—- -— - -—- — i C 13 2'- 1 " x 3'- 1 " CASEMENT - 2 = 14' 2° lo NEW 8" POURED CONCRETE I? iP j !FOUNDATION WALL w/#5 @� I KEBAK CONTINUOUS. in �'' ' Q ;TO BE FLUSH WITH EXISTING ' - s, OHO o � -- NEW 8" POURED CONCRETE C: O NEW 8"x I G" POURED , FOUNDATION WALL w/#5 NOTE: ALL WINDOWS TO BE ANDER5EN 400 SERIES �� CONCRETE FOOTING wi#5 Q w REBAR CONTINUOUS. i REBAR CONTINUOUS. m N NOTE: ALL WINDOWS TO BE BLACK INTERIOR AND EXTERIOR MINIMUM 3'-0" BELOW GRADE , _ TO BE FLUSH WITH EXISTING 'c— -- - - - - - - - - - ---- - - - - N N UNDISTURBED SOIL _-. x _ _ NEW 8"x I G" POURED - -—- - —- - 3x P. LEDGER OARD ANCHORED TO STRUCTURE (2)TWICE EVERY 24" O.C. `� v (2) 2x8 P.T. DROP BEAM ' -� I i N ! CONCRETE FOOTING w/#5 -—-—- I G"x I G" POURED REBAR CONTINUOUS. CONCRETE PIER ; MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED SOIL. 1 30"x 30"x 8" POURED CONCRETE FOOTER w/#5 i REBAR IN EACH j O I DIRECTION. MINIMUM 10" dia. SONOTUBE _ I � i I _ � , 24"F24"x 8" POURED - -=-"- -—- - -— a — - -—- Q I -3' 0" BELOW GRADE ON CONCRETE FOOTER w/#5 m i UNDISTURBED SOIL. REBAR IN EACH DIRECTION. (2) 2x8 P.T. DROP BEAM MINIMUM 3'-0" BELOW GRADE -- _ t-- _. _ _. _ _. o N O I N I ON UNDISTURBED SOIL I'-4" 8'-7 3/1," 8'-7 �/aco " f ' i 00 ' PROPOSED CRAWL SPACE 2" POURED CONCRETE RAT SLAB I � I 3x8 P.T. LEDGER BOARD ANCHORED TO STRUCTUKE (2)TWICE EVERY 24" O.C. ANCHOR TO EXISTING EXISTING SEWAGE OUT ANCHOR TO EXISTING CUT 3'-0"OPENING IN FOUNDATION ' (APPP,OXIMATE) V.I.F. FOUNDATION EXISTING CONCRETE WALL i EXISTING BOILER , THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. EXISTING UNFINISHED BASEMENT INFRINGEMENTS WILL BE PROSECUTED TO REMAIN I 2025 ALL RIGHTS RESERVED UP EXISTING CONCRETE EXISTING WATER HEATER ' STAIRS TO REMAIN EXISTING CONCRETE WALLS TO BE T I L SMOOTHED AND CLEANED. Robert I. Brown NEW 3G" HANDRAIL w TO CODE (FYP.) Architect, P.C. m n o@rAve. Greenport NY ibrownarch tect com REMOVE EXISTING WINDOW O EXISTING COVERED CONCRETE PORCH NEW 54" BILCO SCAPEWEL I CUT EXISTING CONCRETE WALL ' N TO REMAIN 631-477-9752 EGRESS WINDOW 48G2-54 j NEW BASEMENT EGRE55 WINDOW I m w/ DOME COVER ANDERSEN 400 SERIES ' INSTALLED USING OE CXW 145 CASEMENT WINDOW MANUFACTURERS GUIDE I n EXISTING GARAGE SLAB IT IS A WINDOW SILL HEIGHT , LLJ x UNLESS AOCTNGOUNDER N OF ITHE D[REE LAW OCTION OF A R ANY ON, SEE SECTION DETAIL ABOVE TO BE LESS THAN 44" LICENSED ARCHITECT,TO ALTER ANY ITEM ON _----------------------- ABOVE FLOOR I CLEAN AND DRY EXISTING SLAB THIS DRAWING IN ANY WAY. ANY AUTI IORIZED P.T. 2xG BOX FRAME D ALTERATION MUST BE NOTED,SEALED,AND GRADE SLOPED AWAY I DESCRIBED IN ACCORDANCE WITH THE LAW. NEW 54" BILCO SCAPEWEL REMOVE NEW BASEMENT EGRESS WINDOW EGRESS WINDOW 48G2-54 A OVE GRADE FOUNDATION WALL ANDERSEN 400 SERIES w/DOME COVER ' NEW 8" POURED CONCRETE I CXW 145 CASEMENT WINDOW I INSTALLED USING FOUNDATION EXISTING UNFINISHED BASEMENT j DATION WALL w/#5 MANUFACTURERS GUIDE TO REMAIN REBAR CONTINUOUS. P A,, WINDOW SILL HEIGHT N EXISTING 250 GAL ��EOAR� ' TO BE FLUSH WITH EXISTING 5 �,�1.E3f?O TO BE LESS THAN 44" - TANK I I ¢ lz ABOVE FLOOR o F I NEW 4" POURED CONCRETE SLAB w/GxG W.W.M. I * � F i NEW 8"x I G" POURED • TO BE LEVEL WITH EXISTING N ( CONCRETE FOOTING w/#5 O ti a� Qt REBAR CONTINUOUS. j ��OFNE'tyO i MINIMUM 3-0" BELOW GRADE 1 ON UNDISTURBED SOIL. 5 E CT I O N DETAIL I ' -• ' CLIENT OWNER SCALE: 1/4" = 1'-0" VARTRUALE EXISTING EXCEPT AS NOTED i PAUL & JEENA 1 G I 75 LAKESIDE DRIVE SOUTH SOUTHOLD, NY 11971 ( EXISTING ELECTRIC ' PROJECT TITLE PANEL EXISTING WATER ,SERVICE ADDITION AND RENOVATION DRAWING TITLE fO U N DATI O N FLAN FOUNDATION PLAN SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED SCALE 28 MARCH,2025 DRAWING NO. �� 1 ISSUES/REVISIONS WINDOW SCHEDULE MODEL SIZE TYPE LITE QUANTITY NOTES A CW 135 2'-5" x 3'-5" CASEMENT - 5 NEW 2xG CONSTRUCTION CD-X RATED PLYWOOD SHEATHING B VAPOR BARRIER TW 2 104 10 3'-O" x 5'- I " DN - 1 5 EGRESS 2"CL05ED CELL 5PRAY-IN FOAM INSULATION (R-1 3) R-15 BATT INSULATION C AN 281 21-8" x 1 '-9" AWNING - I TEMPERED GLASS IN BATHROOM VERTICAL 1 2" BOARD AND BATTEN SIDING D AX 281 2'-8" x 2'-8" PICTURE 4 1 STATIONARY 9'-I I/2" 9'-1 1/2" E CXW 145 3'- 1 " x 4'-G" CASEMENT - I BASEMENT EGRESS -lo I/2" 3'-3' 1 7 711 G CN 135 1 '-9" x 3'-5" CASEMENT - I TEMPERED GLASS IN BATHROOM � N H CVV 14 2'-5" x 4'- 1 " CASEMENT - 4 EXISTING SEPTIC TANK 1 7, 171-2 (APPROXIMATE) V.I.F. C 1 3 2'- 1 " x 3'- 1 " CASEMENT - 2 NEW 2xG CONSTRUCTION PROPOSED MASTER BEDROOM CD-X RATED PLYWOOD SHEATHING 256 SF NEW 2 G CONSTRUCTION VAPOR BARRIER CATHEDRAL CEILING CD-X FATED PLYWOOD SHEATHING S 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-1 3) 3x8 DRESSED COLLAR TIES @ 48"O.C. Q L VAPO BARRIER R-15 BATT INSULATION �_ O 2` CLC SED CELL SPRAY-IN FOAM INSULATION (R-1 3) q VERTICAL 1 2" BOARD AND BATTEN SIDING R-15 1ATT INSULATION NOTE: ALL WINDOWS TO BE ANDERSEN 400 SERIES NEW FLOOR TO BE LEVEL WITH EXISTING VERTI AL 12" BOARD AND BATTEN SIDING Y PLYWOOD SUBFLOOK NOTE: ALL WINDOWS TO BE BLACK INTERIOR AND EXTERIOR -- WOOD FLOORING TO BE SELECTED BY OWNER NEW/2" 5HEETROCK ON WALLS AND CEILING r OB Og TAPE, SPACKLE, AND PAINT 3 COATS 5'-A I/2" 3' 3" 3' 3" 4'-8 1/2" NEW WOOD DECK f N 473 SF f;_ �^ 3" 1 1/2" 2468 2468 I xG DECKING TO BE SELECTED BY OWNER 2'-4" 2'- 1 0' NEW STEEL CABLE RAILINGILJ _ N o _4 "el i, 5, 7, 0 z PROPOSED DINING ROOM ui 6; 160 5F - I PROPOSED I PROPOSED EXISTING 2x4 CONSTRUCTION TO REMAIN ? i CLOSET i BATH REPAIR AND PATCH AS NECESSARY o O NEW R-1 5 BATT INSULATION IN ALL EXPOSED CAVITIES Q I I �� o OB z I " REINFORCE STUD OB OB OBuj 5'-3 I/2" 3'-1 I" WALL AS NECE55A L_ 3'-3" 8' �' L 3' I. I I FOR NEW BEAM -- - - - - --- --- -- - - 28G8 1 �/�"x 1 1 'A" 2.0E MICROLLAM LVL FLUSH BEAM - - 3' S" 5'-F> 2' 1L /2 L SECURE ALL CEILING JOISTS w/J015T HOLDERS - 3" 3 11 REINFORCE STUD REMOVE EXISTING WALL AS SHOWN REMOVE EXISTING BAY WINDOW REMOVE EXISTING WINDOWS BRACE AND SUPPORT EXISTING CEILING O NEW WOOD LANDING FRAME FOR NEW OPENING FRAME FOR NEW OPENING WAIL AS NECESSARY o� '� N PROPOSED LAUNDRY 00 (2) 2x8 HEADER(TYP.) (2) 2x8 HEADER(TYP.) FOR NEW BEAM G'-.'I 1� % 5F N AND STEPS N HANDRAIL TO CODE r THESE PLANS ARE AN INSTRUMENT OF SERVICE c AND ARE THE PROPERTY OF THE ARCHITECT. NEW ISLAND BUILT-IN INFRINGEMENTS WILL BE PROSECUTED FR WASHER DRYER A - ---- SHELF 2025 ALL RIGHTS RESERVED 7r (2) 2x8 EADER C MODIFIED KITCHEN EXISTING MASONRY M' EXISTING LIVING ROOM 141 3068 FIREPLACE TO REMAIN EX15TING I-HOUR FIRE RATED CONCRETE Robert I. Brown TO REMAIN SELF-CLOSING DOOR SINK REMAIN Architect, P.C. STAIR TO N O 7-1 1 1/2" ao Bay Ave. Greenport NY REMOVE EXISTING WINDOW info@rlbrownarchltect.com NEW 2x4 SLEEPER JOISTS 10 O O FRAME FOR NEW OPENING NEW FLOORING TO BE (2) 2x8 HEADER(TYP.) 631-477-975Z LEVEL w/EXISTING DOWN 1 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A O LICENSED ARCHITECT,TO ALTER ANY ITEM ON - A THIS DRAWING IN ANY WAY. ANY AUTHORIZED _ EXISTING STONE - ALTERATION MUST BE NOTED,SEALED,AND i' REMOVE EXISTING BEDROOM 5TEP5 TO REMAIN c DESCRIBED IN ACCORDANCE WITH THE LAW. REPAIR AND PATCH EXISTING FLOOR CLEAN AND DRY - AND WALLS AS NECESSARY EXISTING 51AD N REMOVE EXISTING WINDOW - �— 2x4 FRAME STUD WALL REMOVE EXISTING STONE PAVERS FRAME FOR NEW OPENING 1/2" SHEETROCK NEW 2xG WALL CONSTRUCTION AS NECESSARY OG 2"CLOSED CELL SPRAY-IN FOAM (2) 2x8 HEADER -- 4'-1 1 1/2" 4'-7°10 R-S INUL5 ATIOBATT INSULATION N CD-X RATED PLYWOOD SHEATHINGBRH�TfiO ' NEW 51DING TO MATCH EXISTING r 2'-5 1/2" 2'-1^ NEW 2x4 SLEEPER JOISTS, NEW p FLOORING TO BE LEVEL w/ EXISTING NEW 2x4 CONSTRUCTION TO MATCH EXISTING '` TO BE BUILT UNDER EXISTING ROOF GARAGE ADDITION CD-X RATED PLYWOOD SHEATHING uq ForNE�yosr REMOVE EXISTING WINDOW p VAPOR BARRIER FRAME FOR NEW OPENING VPROPOSED CLOSET NEW 4" POURED CONCRETE - NO INSULATION IN GARAGE AS NECESSARY OB SLAB w/ GxG W.W.M. VERTICAL 1 2" BOARD AND BATTEN SIDING (2) 2x8 HEADER TO BE LEVEL WITH EXISTING �O CLIENT/OWNER EXISTING 2x4 CONSTRUCTION TO REMAIN REPAIR AND PATCH AS NECESSARY NEW R-15 BATT INSULATION IN ALL EXPOSED CAVITIES O REMOVE EXISTING WINDOWS VARRIALE FRAME FOR NEW OPENING (2) 2x 12 HEADER EXISTING MASTER BEDROOM #I N AS NECESSARY NEW 8'-0" GARAGE DOOR — PAUL & JEENA 166 SF O (2) 2x8 HEADER N 8'-0 1/2" 8'-0 112" 75 LAKESIDE DRIVE SOUTH EXISTING OFFCE I SOUTHOLD, NY 11971 N 100 SF I OD REMOVE EXISTING BAY WINDOW REMOVE EXISTING 1VINDOW PROJECT TITLE � FRAME FOR NEW OPENING FRAME FOR NEW CPENING ABOVE ADDITION AND (2) 2x8 HEADER(TYP.) (2) 2x8 HEADER(TYP.) 3' 3, RENOVATION 4'-1 1/2" L 3'-3" 1 3'-3" V-1 1/2" DRAWING TITLE O OB OB Ob EXISTING 2x4 CONSTRUCTION TO REMAIN FIRST FLOOR PLAN REPAIR AND PATCH AS NECESSARY NEW R-15 BATT INSULATION IN ALL LXP05ED CAVITIES - f LOOK I LA N NOTE: NCTE: REMOVE AND REPLACE ALL EXISTING WINDOWS EXISTING 3 BEDROOM HOUSE TO REMAIN 3 SCALE SCALE: 1/4" = I -0" BEDROOM HOUSE z8 MARCH,zoz5 1/4"=1'-0, EXISTING EXCEPT AS NOTED REMOVE ALL EXISTING ROOFING AND SIDING, (NO INCREASE IN BEDROOMS) TO BE REPLACED AS SHOWN DRAWING NO. ISSUES/REVISIONS 0 0 i N I I w I I � . w I I _ N_W ASPHALT" NEW ASPHALT I ~ 'SHINGLE ROOFING SHINGLE ROOFING � 12 w 12 I O NEW GUTTERS TO MATCH EXISTING 5 � o Q 5 I chi Lu LLJ f— w I / 010 NO 12 1% REMOVE EXISTING TRIM ON REAR SIDE I NEW EPDM RUBBERIZED EXTEND NEW SOFFIT P-Cl"OFF EXISTING HOUSE I MEMBRANE ROOFING � Z NEW I xG VERSATEX TRIMBOARD c 2 EPDM RUBBERIZED MEMBRANE TO BE I ,' COVERED BY 12"ASPHAI r SHINGLE , ' c' fig' I PATCH AND REPAIR +/O ROOFING AS NECESSARY L9 ; OAP MATCH EXISTING' Py MATCH EXISTING I THESE PLANS ARE AN INSTRUMENT OF SERVICE ROOF SLOPE �� ROOF SLOPE AND ARE THE PROPERTY OF THE ARCHITECT. P I INFRINGEMENTS WILL BE PROSECUTED 2025 ALL RIGHTS RESERVED EXISTING RIDGE MATCH.EXI5TING RIDGE LINE EXISTING CHIMNEY TO REMAIN /T5 MATCH EXISTING ROOF SLOPS I Robert 1. Brown I Architect, P.C. REMOVE EXISTING ROOFING `+REPAIR AND PATCH ROOF AS NECESSARY �' 20Bd Ave. Green ort NY NFW ASPHALT SHINGLE ROOFING � info@r,brownarchitect.com 631-477-9752 lu < 0 IT IS A VIOLATION OF THE LAW UNLESS ACTING UNDER THE O R ANY ON, DIRECTION OF A w ( I I LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED o I O ALTERATION MUST BE NOTED,SEALED,AND 12 12 I DESCRIBED IN ACCORDANCE WITH THE LAW. x z I I w Q LLJ REMOVE EXISTING ROOFING REMOVE EXISTING ROOFING NEW ASPHALT NEW ASPHALT` v GZ O I REPAIR AND PATCH ROOF AS NECESSARY REPAIR AND PATCH ROOF AS NECESSARY I I SHINGLE ROOFING SHINGLE ROOFING I ti NEW ASPHALT SHINGLE ROOFING NEW ASPHALT SHINGLE ROOFING O I O EP�OggOMTR Iwo o° i ♦ M LLJ LLJ WLLI , fOF NE (n O Z I I z w ( � C I Q CLIENT/OWNER I � _ I z VARRIALE w PAUL & JEENA 75 LAKESIDE DRIVE SOUTH SOUTHOLD, NY 11971 I PROJECT TITLE ADDITION AND = RENOVATION _Lz:�L REMOVE EXISTING TRIM ON FRONT SIDE WING TITLE EXTEND NEW SOFFIT 1'-0" OFF EXISTING HOUSE _ ROOf PLAN NEW IXGVERSATEXTRIMBOARD FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED SCALE 28 MARCH,2025 1/4"_1' o" DRAWING NO. \\{ 3 3 Jf ISSUES/REVISIONS NEW WOOD CUPOLA REMOVE EXISTING TRIM ON FRONT SIDE EXTEND NEW SOFFIT 1'-0" OFF EXISTING HOUSE NEW I xG VERSATEX TRIMBOARD REMOVE EXISTING ROOFING AND STRUCTURE CONSTRUCT NEW ROOF AS SHOWN O0 FLUSH w/EXISTING RIDGE LINE REMOVE EXISTING ROOFING ( 12 !' ! REPAIR AND PATCH ROOF STRUCTURE AS NECESSARY I Q G NEW VAPOR BARRIER NEW ASPHALT SHINGLE ROOF EXISTING SOFFIT AND TRIM TO REMAIN i I ! ! I I ! NEW SOFFIT AND TRIM TO MATCH EXISTING REPAIR AND PATCH AS NECESSARY I t\EW Ix4 ?ZEK.TRIf�1 I I j NEW Ix4 TRIui O NEW GUTTER TO BE SELECTED BY OWNER 7E] it i i• � is '' I I ''. li -- - - - --- - ..___ _ ,, j REMOVE EXISTING SIDING OB Ll REMOVE EXISTING 51DING NEW VERTICAL 12" BOARD i ' ((( �I ! I' i j i '! !' NEW VERTICAL 12" BOARD AND BATTEN SIDING j ; 'j i I I t AND BATTEN SIDING it It I I( j, tt j. i i I (. ---- ---- --- -------- I ! SOUTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED NEW WOOD CUPOLA FLUSH w/ EXISTING RIDGE LINE DE1 FLUSH w/EXISTING RIDGE LINE 12 NEW ASPHALT SHINGLE ROOFING ! �7 NEW ASPHALT SHINGLE ROOFING i NEW SOFFIT AND TRIM TO MATCH EXISTING I' j THESE PLANS ARE AN INSTRUMENT OF SERVICE NEW GUTTER TO BE SELECTED BY OWNER AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2025 ALL RIGHTS RESERVED NEW 2870 REMOVE EXISTING SIDING ! !' I iI EXTERIOR NEW VERTICAL 12" BOARD AND BATTEN 51DING I ! I i I j f --- —1 I I Robert I. Brown Architect P.C. ao5 Bay Ave. Green f, port NY — -------- ------�--------=-----=----------- ------------- -�— — — — in o@rlbrownarchitect.com I I 631-477-9752 10 0 NEW LANDING AND STEPS ,� 24-3 1/2 NEW CONSTRUCTION 3G" HANDRAIL TO CODE (TYP.) NEW CONSTRUCTION HANDRAIL AND DECKING TO MATCH DECK IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A EASTELEVATION (51DE) LICENSED ARCHITECT,TO ALTER ANY ITEM THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND SCALE: 1/4" = 1'-0" DESCRIBED IN ACCORDANCE WITH THE LAW. EXISTING EXCEPT AS NOTED e Q¢ ¢ f NEW WOOD CU OLA REMOVE EXISTING TRIM ON REAR SIDE161your EXTEND NEW SOFFIT P-O" OFF EXISTING HOUSE f„ or NO REMOVE EXISTING ROOFING NEW I xG VER5ATEX TRIMBOARD AND STRUCTURE REMOVE EXISTING ROOFING CONSTRUCT NEW ROOF AS REPAIR AND PATCH ROOF AS NECESSARY FLUSH w/ EXISTING RIDGE LINE ❑ SHOWN NEW ASPHALT SHINGLE ROOFING CLIENT/OWNER SHINGLE ROOFYR% RIALE SHINGLE ROOF 1! I' PAUL & JEENA 75 LAKESIDE DRIVE SOUTH i, EPDM ROOF I' I SOUTHOLD NY 11971 NEW SOFFIT AND TRIM TO MATCH EXISTING EXISTING SOFFIT AND TRIM TO REMAIN NEW GUTTER TO BE SELECTED BY OWNER NEW Ix4 AZEK TRIM REPAIR AND PATCH AS NECESSARY j. NEW Ix4 AZEK TRIM NEWT I x4 AZEY.TRIM ' ! PROJECT TITLE if REMOVE EXISTING SIDING ADDITION AND NEW VERTICAL 12" BOARD I RENOVATION AND BATTEN SIDING 1 I, , i l I' ------- —_- --- ------ -- -- ---- -1 - - DRAWING TITLE , ELEVATIONS 18'-3" L SCALE ! 28 MARCH,ioz5 i/q"=i'-o" NORTH ELEVATION (REAR) DRAWING NO. SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED i r � i ISSUES/REVISIONS NEW 2x 10 FLAT NAILER TO BE NEW 2x 10 VALLEY RAFTER,AT ROOFING SEEM ANCHORED TO EXISTING NEW ASPHALT SHINGLE ROOFING TO OVERLAP NEW RAFTERS @ EVERY RAFTER NEW 2x8 RAFTERS @ I G" O.C. TO MATCH EXISTING NEW 2x8 RAFTERS @ I G" O.C. TO MATCH EXISTING EPDM RUBBERIZED ROOFING MINIMUM 1 2"AT CD-X RATED PLYWOOD SHEATHING CD-X RATED PLYWOOD SHEATHING TRANSITION VAPOR BARRIER VAPOR BARRIER 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 7,5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) NEW 2x8 RAFTERS @ I G" O.C. TO MATCH EXISTING EXISTING RAFTERS TO REMAIN NEW ASPHALT SHINGLE ROOFING EXISTING IDGE BEAM NEW ASPHALT SHINGLE ROOFING CD-X RATED PLYWOOD SHEATHING REPAIR AND PATCH AS NECESSARY TO REMAI VAPOR BARRIER 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) IN EXISTING CAVITIES NEW I xG VER5ATEXTRIMBOARD NEW I xG VEK5ATEX TRIMBOARD NEW EPDM RUBBERIZED MEMBRANE ROOFING 12 I' O" 1 .5 — CATHEDRAL CEILING i EXISTING CEILING FOISTS TO REMAIN 2x8 CEILING JOISTS @ I G" O.C. 0 � � NEW SOFFIT AND TRIM TO MATCH EXISTING - NFW GUTTER TO BL SELECTED BY OWNER 1 EXISTING DROP BEAM TO REMAIN r3x8 COLLAR TIES @ 48" O.C. DRESSED I NEW 2xG CEILING J015T5 @ I G" O.C. NEW 1 %"x 1 1 '/" 2.0E MICKOL AM EXISTING ROOF TO REMAIN (2) 2x8 HEADER(TYP.) (2) 2x8 HEADER(TYP.) LVL FLUSH BEAM y SUPPORT AS NECESSARY SECURE ALL CEILING JOISTS w/J 15T (2) 2x8 HEADER(TYP.) (2) 2x 12 HEADER HOLDERS ' REMOVE EXISTING WALL AS 51-101'N PROPOSED MASTER BEDROOM BRACE AND SUPPORT EXISTING i - ' CEILING AS NECESSARY o %" 5HEETFOCK ON ALL WALLS AND CEILING NEW 2xG CONSTRUCTION PROPOSED LAUNDRY PROPOSED MASTER BATH TAPE, SPACKLE, PAINT 3 COATS CD X RATED PLYWOOD SHEATHING REMOVE EXISTING STONE PAVERS NEW TILING FLOORING NEW TILING FLOORING 3/.," PLYWOOD SUBFLOOP, O VAPOR BARRIER NEW 2xG WALL CONSTRUCTION NOISE CANCELING NEW WOOD FLOORING TO BE SELECTED 2" CLOSED CELL SPRAY-IN FOAM 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) INSULATION (R-1 3) NEW 8'-0" INSULATION IN WALLS R-15 BATT INSULATION R-15 BATT INSULATION GARAGE DOOR VERTICAL 12" BOARD AND BATTEN SIDING CD-X RATED PLYWOOD SHEATHING TO BE SELECTED o NEW FLOOR TO BE _______.__-_. .—_—..___--_____-__- --------__._--__-- NEW SIDING TO MATCH EXISTING f' LEVEL WITH EXISTING 2x8 FLOOR JOISTS @ I G" O.C. NEW 2x4 SLEEPER JOISTS, NEW K-30 BATT INSULATION EXISTING 2x8 FLOOR JOISTS TO REMAIN FLOORING TO BE LEVEL w/ EXISTING REMOVE EXISTING - 2x8 FLOOR JOISTS @ G" O.C. FOUNDATION WALL (3) 2x8 DROP BEAM NEW R-30 BATT INSULATION TO BE BUILT UNDER EXISTING ROOF ABOVE GRADE K-30 BATT INSULATION { GRADE I GRADE PROPOSED CRAWL SPACE NEW 8" POURED CONCRETE: o 2" POURED CONCRETE RAT SLAB UNE FOUNDATION WALL w/#5 NEW 4" POURED CONCRETE CLEAN AND DRY EXISTING SLAB i _ 5I ,2023 REPAIR CONTINUOUS SLAB w/GxG W.W.M. " TO BE LEVEL WITH EXISTING EXISTING FOUNDATION NEW 8"x I G" POURED a . a WALL TO REMAIN. REPAIR CONCRETE FOOTING w/#E EXISTING FOUNDATION AND PATCH AS NECESSARY TO REMAIN THESE PLANS ARE.AN INSTRUMENT OF SERVICE REPAR CONTINUOUS. 10'-O" AND ARE THE PROPERTY OF THE ARCHITECT. MINIMUM 3'-0" BELOW GRADE EXISTING BASEMENT TO REMAIN INFRINGEMENTS WILL BE PROSECUTED ON UNDISTURBED SOIL. 2�'-3 I/2" F NEW CON5TUCTION 5(,_,CT( O N B 2023 ALL RIGHTS RESERVED SECTIONSCALE: I/4" = I'-0" EXISTING FOUNDATION EXISTING FOUNDATION EXISTING EXCEPT AS NOTED TO REMAIN TO REMAIN SCALE: 114" = I -O" EXISTING EXCEPT AS NOTED Robert I. Brown Architect, P.C. pBay Ave. Greenport NY @ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE.DIRECTION OF A NEW WOOD CU OLA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND NEW 2x8 RAFTERS @ I G" O.C. TO MATCH EXISTING DESCRIBED IN ACCORDANCE WITH THE LAW. CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) NEW ASPHALT SHINGLE ROOFING i NEW 2x 10 VALLEY RAFTER AT ROOFING SEEM F��P s°1 eRh/T�c NEW ASPHALT SHINGLE ROOFING TO OVERLAP NEW 0m�P2' CATHEDRAL CEILING EPDM RUBBERIZED ROOFING MINIMUM 12" AT TRANSITION e ' S}w163A1 OF NE-3d ,G NEW SOFFIT AND TRIM TO MATCH EXISTING 3x8 COLLAR TIES @ 48" O.C. EXISTING SOFFIT AND TRIM TO REMAIN -- -- NEW GUTTER TO BE SELECTED BY OWNER DRESSED - _ - - REPAIR AND PATCH AS NECESSARY i (2) 2x8 HEADER(TYP.) CLIENT/OWNER FUALE NEW 2xG CONSTRUCTION = Q 3 t:` I r -` REMOVE EXISTING SIDING VARR CD-X RATED PLYWOOD SHEATHING = �% - - �- - _ ` -- NEW VERTICAL 12" BOARD VAPOR BARRIER 1 AND BATTEN SIDING PAUL & JEENA 2"CLOSED CELL SPRAY-IN FOAM INSULATION (K-1 3) F-1 5 BATT INSULATION f 75 LAKESIDE DRIVE SOUTH VERTICAL 1 2" BOARD AND BATTEN SIDING V ` - NEW WOOD DECK ' 3G" HANDRAIL TO CODE (TYP.) SOUTHOL - --- - - -- 473 SF D, NY 11971 I xG DECKING TO BE SELECTED BY OWNER i NEW STEEL CABLE RAILING 2x8 FLOOR JOISTS @ I G" O.C. PROJECT TITLE R-30 BATT INSULATION 2x8 P.T. JO!5TS @ 16" O.C. (2) 2x8 P.T. DROP BEAM ADDITION AND 4x4 P.T. POST SECURED GRADE RENOVATION w PROPOSED CRAWL SPACE /STEEL POST FOLDER O 2" POURED CONCRETE RAT SLAB 10" dia. 50NOTU13E 24"x 24"x 8" POURED CONCRETE FOOTEK w/#5 DRAWING TITLE . . . I G"x I G" POURED REPAR IN EACH DIRECTION. CONCRETE PIER MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED SOIL SECTIONS AND 30"x 30"x 8" POURED CONCRETE FOOTER w/#5 ELEVATIONS PEBAR IN EACH SECTION C DIRECTION. M NIMUM 3'-0" BELOW GRADE ON SCALE: 114" = 1'-0" UNDISTURBED SOIL. 28 MARCi f, EX15 T ING EXCEPT AS NOTED zoz5 SCALE -' o DRAWING NO. ISSUES/REVISIONS I------1 -----1-----------------------------i I I I i I i I I i I I I T-I 1 i I I REMOVE EXISTING WOOD DECK AND FOUNDATION 1 I I I I I I r1J REMOVE EXISTING BAY WINDOW REMOVE EXISTING WINDOWS FRAME FOR NEW OPENING AS NECESSARY FRAME FOR NEW OPENING I i AS NECESSARY I 1 REMOVE EXISTING REMOVE EXISTING I REMOVE EXISTING WALL AS NECESSARY SLIDING GLA55 DOOR WINDOW I REINFORCE NEW STUDS AS NECESSARY —————————— — — — -----_-----�--Zr -- REMOVE EXISTING STUD WALL \ I I 1 I\ I I REMOVE EXISTING I l y l WOOD STEPS AND I I I I I I DOOR I I I II I I I REFR I I I I LT REMOVE EXISTING KITCHEN I I I CABINETS AND COUNTERTOPS I I I REMOVE EXISTING APPLIANCES AS PER OWNERS REOUE5T I I I EXISTING GARAGE MASONRY EXISTING LIVING ROOM TO REMAIN I I I — FIREPLACE rl-----I-----I----_--- I WALL I RANGE I FSINK , III WASH ERII DRYER OVEN __ I I I I EXISTING BASEMENT STAIRS TO REMAIN REMOVE EXISTING WINDOWS \ I REMOVE EXISTING FRAME FOR NEW OPENING \\ I DOOR AND WALL AS NECESSARY I i _ DOWN I i II II i I II II I I I L_ J L__-__- i I EXISTING COVERED STONE PORCH REMOVE EXISTING BEDROOM —_� REMOVE EXISTING WINDOW I I REPAIR AND PATCH EXISTING FLOOR TO REMAIN —_____— FRAME FOR NEW OPENING I ( I AS NECESSARY AND WALL5 AS NECESSARY REMOVE EXISTING FOUNDATION WALL ABOVE GRADE REMOVE EXISTING STUD WALL REMOVE EXISTING BEDROOM REMOVE EXISTING WINDOWS REMOVE EXISTING GARAGE DOOR 92 5F LL I REMOVE EXISTING WINDOWS I // THESE PLANS ARE AN INSTRUMENT OF SERVICE FRAME FOR NEW OPENING T AND ARE THE PROPERTY OF THE ARCHITECT. AS NECESSARY I INFRINGEMENTS WILL BE PROSECUTED 2023 ALL RIGHTS RESERVED I I REMOVE EXISTING WINDOWS FRAME FOR NEW OPENING EXISTING MASTER BEDROOM TO REMAIN I AS NECESSARY GG 5F I Robert I. Brown EXISTING OFFICE TO REMAIN Architect, P.C. 100 SF Z05 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 \\ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A REMOVE EXISTING WINDOWS LICENSED ARCHITECT,TO ALTER ANY ITEM ON FRAME FOR NEW OPENING THIS DRAWING IN ANY WAY. ANY AUTHORIZED REMOVE EXISTING BAY WINDOW AS NECESSARY ALTERATION MUST BE NOTED,SEALED,AND FRAME FOR NEW OPENING AS NECESSARY DESCRIBED IN ACCORDANCE WITH THE LAW. NOTE; NOTE: DEMOLITION PLAN REMOVE AND REPLACE ALL LX15TING WINDOWS EX15TING 3 BEDROOM HOUSE TO REMAIN 3 PED ARCIy,T — BEDROOM HOUSE ��o°PS V eR() C"r SCALE: 114" = 1'-0" REMOVE ALL EXISTING ROOFING AND SIDING, (NO INCREASE IN BEDROOMS) l ! �k: EXISTING EXCEPT AS NOTED TO BE REPLACED AS SHOWN * 4 r grForNFL ———————————————————————— � CLIENT/OWNER REMOVE EXISTING ROOF STRUCTURE �i \ VA REMOVE ALL EXISTING ROOFING AND SIDING, REMOVE ALL EXISTING ROOFING AND SIDING, I I �i � 111 ��TO BE REPLACED AS SHOWN TO BE REPLACED AS SHOWN I I -- PAUL & JEENA REMOVE EXISTING ROOF STRUCTURE 75 LAKESIDE DRIVE SOUTH L SOUTHOLD, NY 11971 I i REMOVE ALL EXISTING ROOFING AND SIDING, PROJECT TITLE TO BE REPLACED AS SHOWN ADDITION AND -_ _-_UL I II II I I-- REMOVE EXISTING WINDOW) 1 II II I I RENOVATION FRAME FOR NEW OPENING I II II I I REMOVE EXISTING FOUNDATION WALL ABOVE GRADE REMOVE EXISTING WINDOWS AS NECESSARY I II II I I REMOVE EXISTING STUD WALL REMOVE EXISTING BAY WINDOW REMOVE EXISTING GARAGE DOOR FRAME FOR NEW OPENING AS NECESSARY FRAME FOR NEW OPENING I II II I I DRAWING TITLE AS NECESSARY I II II I I II I I DEMOLITION PLAN II II I II II i I REMOVE EXISTING FOUNDATION WALL ABOVE GRADE SCALE ��O U T h ELEVATION (DEMO) NOTE: NOTE: F REMOVE EXISTING STUD WALL EAST ELEVATION (DEMO) io APR1L,ao25 i/q"REMOVE AND REPLACE ALL EXISTING WINDOWS EXISTING 3 BEDROOM HOUSE TO REMAIN 3 REMOVE EXISTING GARAGE DOOR REMOVE AND REPLACE ALL EXISTING WINDOWS — BEDROOM HOUSE DRAWING NO. SCALE: 1/4" = 1'-0" REMOVE ALL EXISTING ROOFING AND SIDING, (NO INCREASE IN BEDROOMS) SCALE: 1/4" = 1'-0" REMOVE ALL EXISTING ROOFING AND SIDING, EXISTING EXCEPT AS NOTED TO BE REPLACED AS SHOWN EXISTING EXCEPT AS NOTED TO BE REPLACED AS SHOWN 9 t t ISSUES/REVISIONS -- ------- - a / , I \\ / - -- 3 sD co i IFo� i' I ' ELECTRICAL LEGEND LIGHT SWITCH 3 = THREE WAY D = DIMMER FO JAM SWITCH n \14A — f 3� � OUTLET . - - - Q - - - - - --- — ---- ----- -- -- -' GFI= GROUND FAULT INTERUPT 220 = 220 VOLT — — — — — �.-----------=-� 4 = QUAD OUTLET 333 SD CO� '' �' � � � SD �I! �' FIXTURE � S= SURFACE MOUNT PROVIDED BY OWNER _3 3 q R= RECESSED PROVIDED BY CONTRACTOR ---_--s-s /- FO WALL SCONCE - - 4 b4 ----------- .: � PHONE THESE PLANS ARE AN INSTRUMENT OF SERVICE REFR WASHER DRYER -`'' 6— CABLE 5E NETWORK CABLE AND ARE.THE PROPERTY OF THE ARCHITECT. t INFRINGEMENTS WILL BE PROSECUTED _ice I A SPEAKERS 4 zoz3 ALL RIGHTS RESERVED Grl , -- ----- .. _ - - - - - - - ALARM KEYPAD EXISTING LIGHTING (� -- ` THERMOSTAT 4 TO REMAIN 1 - - - - - -- 1 ® VENT GFI GFI GFI GFi j I I SD SMOKE DETECTOR Robert I. Brown ' \ ----_----..--___ _._-_---'.. .. - -{ ! I CARBON MONOXIDE DETECTOR Architect, P.C. CO \ ---- EPH ELEC. PANEL HEATER Zo Bay,Ave. Greenport NY PHONE/COMM. in o rjbrownarchitect.com 631-477-9752 LIGHT TRACK i DOWN \ - -- i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS------ , I NH UNDER IRECTION OF A TECT,O ALTER R ANY ITEM ON I ACTT LICENSED ARCHITECT, I THIS DRAWING IN ANYWAY_ ANY AUTHORIZED ___. _ -- ----- ---- - --- j ALTERATION MUST BE NOTED,SEALED,AND -- - - ; - i ' =; DESCRIBED IN ACCORDANCE WITH T}IE LAW. EXISTING LIGHTING TO REMAIN �\ / i i r a 0 I // i I � CLIENT/OWNER AR'r"'U A LE - - -V KA i - _ EXISTING LIGHTING �� , \ , , � PAUL & JEENA TO REMAIN EXISTING LIGHTING — — — � 75 LAKESIDE DRIVE SOUTH �a TO REMAIN SOUTHOLD, NY 11971 PROJECT TITLE ADDITION AND - - --- !--- -- - -___— --�— - RENOVATION DRAWING TITLE ELECTRICAL PLAN ftP ELECTRICAL PLAN SCALE: 1/4" = 1'-0" SCALE EXISTING EXCEPT AS NOTED 28 MARCH,2025 1/4"=1'-0, DRAWING NO. 3 n