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Home My WebLink About46796-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#: 46796 Date: 9/8/2021 Permission is hereby granted to: Rock, Wayne 10939 Route 25 PO BOX 572 East Marion, NY 11939 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 10939 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.4-28 Pursuant to application dated 8/27/2021 and approved by the Building Inspector. To expire on 3/10/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.80 CO-ADDITION TO DWELLING $50.00 Total: $474.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y 11971 0959 Telephone(631) 765-1802 Fax(631)765-9502 s � so t 'a t _ s ,go -_ Date Receivenwxgd APPLICATIONR IT x For Office Use Only R. ' ' PERMIT NO. Building Inspector AIS , � 1 1 Applications and forms must be filled out in their entirety.Incomplete # applications will not be accepted. Where the € pp p Applicant is not the owner,an O O O Owner's Authorization form(Page 2)shall be completed. 11O D Date:8/5/2021 OWNER(S)OF PROPERTY: Name:Wayne Rock scTM#s 100-31.-4-28 Project Address: 10939 Main Road, Orient, NY (see enclosed map) Phone#:631-276-3027 - cell Email:waynerock8 a@gmail.com Mailing Address:0939 Main Road, Orient, NY 11957 CONTACT PERSON: Name:wren SZCZotka Mailing Address:205 gay Ave., Greenport, NY 11944 Phone#:631-477-9752 Email:karen@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Robert I. Brown A.I.A. Mailing Address:205 gay Ave., Greenport, NY 11944 Phone#:631-477-9752 Email:rob@ribrownarchitect.com CONTRACTOR INFORMATION: Name: tbd Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure FMAddition iiAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be regraded? ❑Yes 9 No will excess fill be removed from premises? ❑Yes *No 1 1 - PROPERTY INFORMATION Existing use of property: Intended use of property: _£ 3 Lr _} , RA U-1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesWNo IF YES, PROVIDE A COPY. ❑ G`mck- Box After Readin�= The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Cade. APPLICATION I5 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 appheable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildingis)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): Authorized Agent ❑Owner Signature of Applicantt-;- Date: 4?1 Y STATE OF NEW YORK) SS: COUNTY OF � 'v"v, �) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor, gent,-Corporate Officer,etc.) of said owner or owners, and is duly authorized to pe-Tfoft 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 ) aY ofUfat .� ,202 Notary Public t' R "L. DWYER NOTARY PUBLIC,STATE OF NEW YORK C = , _` NO.01DW6306900 �� QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 4 I � - residing at ' .. _ do hereby authorize LL - too apply on x my behalf to the Town -'--Department Southold i Department for approval as described herein. Onr's Sinature Date �161 �'a - Orint Owner's Name 2 CGenerated by REScheck-Web Software �(J Compliance Certificate Project Rock Addition + Renovation Energy Code; 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HOD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 10939 Main Road Wayne and Crystal Rock Robert I.Brown Architect P.C. East Marion, NY 11939 205 Bay Avenue Greenport, NY 11944 1631477 9752 info@eibrownarchitect.com 3 ante: 3.996 Better Than Eade Maximum UA; 51 Your UA: 49 Maximum SHGC: 0.40 Your SHGC: 0.31 r r worse fse i- _ hov close to compliance the house Is based oo code trade-off rules. It DOES pve eo estirnai of energy use or rosIre., e to a minimum-code home, Eny loge AfIl $ 8 e Ceiling: Flat Ceiling or Scissor Truss 146 28.0 0.0 0.037 0.026 5 4 Wall:Wood Frame, 16"o.c. 457 28.0 0.0 0.050 0.060 20 24 Door:Solid Door(under 50%glazing) 20 0.400 0.320 8 6 Window:Wood Frame 16 0.300 0.320 5 5 SHGC: 0.31 Window Copy: Wood Frame 1.6 0300 0.320 5 5 SHGC: 0.31 Floor:All-Wood Joist/Truss 146 22.0 0.0 0.042 0.047 6 7 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit applications The proposed building has been designed to meet the 2018 IECC requirements in RESchecversion; REScheck-'Neb and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Nam -Title �` `�"� Sion. tore Dafe l 16W -' OF Project Title: Rock Addition + Renovation Report date: 09/08/21 Data filename: Page 1 of 9 BEARINGS SHOWN HEREON ARE BASED ON LIBER 12550 PAGE 0657 / FND 1,01 ..0 / 'N" IRON PIIK 1/' � ebb`"`__ To 1 OF -24 6�,7,TAX RE IAT 24 TAX LOT 26 LAND N OF X6TCHAX + LAND NfF OF XETtiXAI/ + r p17f O�y,y- ' 0 + y. iD � to S89-i2'S0"E 104.29' 7� O IRt1V PIPE r .-- _.---__.__.-_- t / X8972'60"A 86.89' + r q 7— INE r m s-•_ PLNTR 137.8, c + _ TAX LOT 28 2`--+' r.,.s• I'� ' S 1, 4ll a 23,W E�C-CKD I CID ,ASF'+Ar T DR-MWAY BDG aAS O d@ -_ _®-._ .7 25.2".:i ws m. Y 29.'16 .,.. �s t w \ N89 31'3oH'w E EN. PoPE 1 TAX LOT 29 tt I LAND NIF OF BHCORA &ICEP£xAY zs.a"v 1' a' 1t bl t 1 '-t i 1 � f 1 �1 of 'G `I y �I li t j SYMBOL LEGEND C' .&.IRRENT FIC `Cyl -S'XOL J a LP,/,.B.RID --'Nl ET 'SFE W'T-INLESHRI,B 4 i ` ,A�SPD7 ELEVATIONS M-ARG T 9 DOLLARD NL A FET j eYe AVO=.AC VETER CA n E_R / C—==# lLlil POO W/LFGHT [M GAS ALTER 'E.FSNC LIGHT POLE W-,WA.-R MU, VAS.V SONR.. '1 I S N pC AS PLAT.PLATFORM P W V, ND W hLL F (Sw) JCS WAS,.VA':vi' B/WSA,t41Roow I !I "P LT —X Y JtNn N'"(C,,Q H O RANG t _ sAsnY ) O,fE A3 NTRANCE N,RE FENCE RIG ROAR OVER FEE HnRANT DDEPRESSED MRS AJC UN CR 4S£A,---1 -.^..0 C£tt'RALLY ON L-NE � STAB fa62•f i<}°� �I t _ 1+ LOT AREA GRAPHIC SCALE Tri - •; _:y 20,0291 S.F. 0 i5 30 N S ROTEA D ( IN FEET ) (K4R j'I11Tg)25 1 inch = 30 ft. of NESSCALICE SURVEY OF PROPERTY SITUATE a n d surveying EAST MARION, TOWN OF SOUTHOLD ImJslandsurvey.com P:631-957-24-00 SUFFOLK COUNTY, NEW YORK NO DR.:MC CREW.:JS SCALE: 1" = 30' TAX MAP NO. DATE SURVEYED:07/16/2021 JOB N. S21-1952 1000-031.00-04.00-028.000 } - xa warts w v ww?oa-=FIT ur,rnr mNwA Me ecr auw.+.+ma ISSUES/REVISIONS RESIDENTIAL GENERAL NOTE5 C MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CKITEKIA ,55e SS1��S 1.THIS PROJECT 15 THE ADDITION AND RENOVATION OF AN EY15TING 2-5TORY 51NGLE FAMILY GROUND SNOW LOAD 20 PSP (PER FIG. 1608.2 BCNYS 2020 FROM TABLE N 1 102. 1 .2 (8402. 1 .2) I NSU LATI ON AND FENESTRATION REQU I REM ENTS BY COMPONENT RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PEB R FIG. 1609.3(1)BCRYS 2020 /�� 2.THE HEIGHT OF THE STRUCTURE WILL NOT CHANGE 5EI5MIC DESIGN CATAGOKY (PER SECT. 1613 13CNY5 2020 ///�� 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) GLAZED BASEMENT SLAB CRAWL FLOOD ZONE WA (PER FEMA MAP) 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF t PA%VOOD FRAME FROST LINE DEPTH 36' FENESTRATIN WALL R-VALUE SPACE WALL WEATHERING PROBABILITY SEVERE (PER 11 2020 ZONE U-FACTOR U-FACTOR SHGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 5.DESIGN LOAD CALCULATION ARE BASED ON: ROOMS OTHER 1G07.1 N SLEEPING 40 P51 0.55" LIVE LOAD:AS PER TABLE IO R301.4,BUILDING CODE of NEW YORK STATE 2020. PER TABLE 1607.I BCNYS 2020 4 0.35 0.40 49 20 OR 13+5 1 8/ 13 19 10/ 13 10, 2FT 10/ 13 DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNYS 2020. SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. SLEEPING ROOMS 30 P51 ATTICS WITH LIMITED STORAGE 20 P51 WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 STAIP.5 40 P51 LOCATION LIVE DEAD DELECT LIMB 1 ST.FL. 40 LB. 12 L/3GO 2ND.FL.(SLEEP AREA) 30 LB. 12 U36O ATTIC(NON STORAGE) 20 I.B. 10 U360 NAILING SCHEDULE FND FND ROOF 20 LB. 15 U360 (PER AF s PA AMERICAN WOOD COUNCIL WFCM FOR 27 EG�gA STK IRON PIPE ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) - - 6.THE ARCHITECT ASSUMES NO RESPONSIBILITY 1'OR THE CONSTRUCTION MENS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING L� TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 1 Ax *1/ O� 9 , 6' WOOD/WIRE CONNECTION WITH THE WORK. ROOF FRAMING 1 lv S , FEN. 1 LAND /-'�� FEN WDF/wRF THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR ASPECIFIC USE EXPRE55ED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER TAX LOT 24 TAX LOT 25 OR IMPLIED IN THE USE Of THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO PARALLEL.RAFTER(FACE-NAILED) 3 EACH IAP LAND N/F OF KETCHAM 1 1 /, Q'' / + � -±0.9, 1 DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 1 LAND N/F OF KETCHAM 3 /' 8. WING5.CTO LO SHALL FURNISH AND INSTALL) MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE 1 1 0 3 �/ �02 oo C091 w DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING T RAFTER (END NAILS 2-8d EACH END 1471 RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END CLF 1 , � /' NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO 0 » ,/ n C� / CNC. COMPLETE THE WORK. WALL FRAMING _- 0/L 11 S89 12 50 E 'o y•'�`� ` i�2� 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT '9* / tS'�, f AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.SIDE w FND 4' CHAIN LINK FEN. +3� STUD TO STUD(FACE-NAILED) 2-16d 24'0.C. IRON PIPE FND nu�5 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGE5 O I STK OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY co BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, i 1 DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT N89"12'50,.W 68,89 r 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR,AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAM ING d) 1 - - - - _ EDGE OF PAVEMENT --�' ILI AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAKED) 4$d PER JOIST 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EX15TING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END IY, 1 WOOD 5"") LL I - 1< INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 1 1 I 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK W _ N ov LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST � 6. OTHERWISE NOTED. 4.EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS VECE5SARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-Sd PER JOIST M (�' 1 ^ 1 �i LINE OF TREES �<o Uj DEMOLITION AND CONSTRUCTION. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER JOIST 00 5.CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SMALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT I I '''� •' .• - EXISTING WOOD PLANTER I O 04 TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,CR CAPPING OF EQUIPMENT ROOF SHEATHING " Q) 1 L ,� I 6, m - I M Q' AS NECESSARY. 5TRUCUPAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING a O ' O 4 LOT 28 24'4' Li 20.6 0-o I O FOUNDATIONS 1•x6•oR I•xB" 2-8d PER SUPPORT o aC.4 N O I.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Ft. 1'x 10"OR WIDER 3-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Psi.-28 DAY TEST. W I d 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING EXISTING 1 �I �' GYPSUM WALLBOARD 5d coolere 7-EDGE/ 10"FIELD � ' > w I PROPOSED i EXISTING � WOOD DECK � ROCKS � �, GENERAL CONSTRUCTION WALL SHEATHING A 1 0- ` I M 2 STORY N (7") N •� I.PROVIDE ALL LABOR MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO STRUCURAL PANEL 8d (TABLE 3.9) '�' W AD D III ON I `� FRAME O z o (6") A COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANFIS REASONABLY IMPLIED A5 NECESSARY TO COMPLETE THE WORK. 7/1 6' 8d 3'EDGE/6'FIELD +-a 1 ^I I '� R1I0939 E CFn IE a''04 WOOD CURB 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3'EDGE/6'FIELD Ep �I 10 1 J 9.8' I O N 3.INTERIOR TRIM SMALL MATCH EXISTING. GYPSUM WALLBOARD 5d coolers 7'EDGE/10"FIELD 4.FRAMING ELEMENTS: w A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No.2 HARDBOARD 8d (TABLE 3.9) OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) O 1 � I 4O'-0° 23,9' � EXISTING ENCLOSED � F w ' CO a� I w B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SMALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING ' - O M ROOM O �N 00 AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SP`-CIFICATION5. I'X6'OR I•x8' 2-8d PER SUPPORT W iuj QC.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. I'xIO"ORWIDER 3-8d PERSUPPORTC� F=D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. 1 , I a 3.3' 11.4' � ° E.ALL HEADERS G'-O"AND OVER SMALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER FLOOR o. WOOD WALL SHEATH ING � WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. STRUCUPAL PANELS c � � 1 F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 1'OR LESS 8d 6-EDGE/12'FIELD _--_ _ D EXISTING ASPHALT (15-) d (15") PROPANE OR AS NOTED 8'-0'O.C.MIN..PROVIDE 2•SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I' RBR I pRIVEWAY 3 BDG BDG TANK o C°? I Od WEDGE/6'FIELD 0 I G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWING5. DIAGONAL BOARD SHEATHING DRV 4,7' 25.2' .-•• ......- I-' H.PROVIDE DOUBLE UP FRAMING UNDER AU_POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I'X6'OR I"x8" 2-8d PER SUPPORT f2 0� fS'0' EOC 10 DRAWING. IN 10"OR WIDER 3$d PER SUPPORT _ _ 1.ALL FLUSH WOOD CONNECTIONS SMALL BE FASTENED WITH RATED GALVANIZED METAL _ STK WNE OF TREES & m `a CONNECTORS BY'SIMP50N"OR APPROVED EQUAL. 29.25' "',3011 �- J.NAILING SCHEDULE SMALL BE AS PER BUILDING CODE of NEW YOP.K STATE 2020 AS A MINIMUM. N89031. 89 03/J '3O 1 1 W FE 6' STOCKADE FEN. FND ALL 2"x6"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SMALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. IRON PIPE K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND 6d NAILS @ 12' _ I M (s 18 1• 75 ' oq JUNE,coal O.C.INTERMEDIATE. SEE ATTACHED NAILING SOH:-DUES. TAX LOT 29 FEN L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. LAND N/F OF BEGORA & KETCHAM f5.4'� u MAY, 2021 M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE ' 1 TYPE CONNECTORS BY'SIMP50N'OR APPROVED EQUAL.FOR TIMBER PILE FOUtO.4-► FOUNDATIONS,PROVIDE I HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. ' 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS REQUIRED. I G.LOAD PATHS ARE INDICATED BY SECTION DRAVAING5. ( V I I THESE PLANS ARE AN INSTRUMENT OF SERVICE 7.CONNECTIONS 5HALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(SEE NAILING I r AND ARE THE PROPERTY OF THE ARCHITECT. SCHEDULE) 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED , u `_�'- �+ -�- INFRINGEMENTS WILL BE PROSECUTED MEMBRANE. E" ' ASPHALT 9.PLASHING AT POOP CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. Q �+ I DRIVEWAY 2021 ALL RIGHTS RESERVED 10.STEP FLASHING SHALL BE USED AT ALL INTER5ECTION5 OF SLOPED AND VERTICAL 5UPFACE5,EXCEPT I > L Q 1 STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF POOP AND a (� �� CHIMNEY,AND ROOF AND WALLS. ' v I 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 2-1/2 Ib. DENSITY FIBER-GLA55 BATTS CONFORMIING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS CORNER Z ► , __ GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER SCALE: 1 LL 20 '-0" INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. N O LD DOWN A I + Z 12.NEW INTERIOR AREDOORSSHA SHALL MATCH TING. NG. 1 ? EXISTING EXCEPT AS NOTED Robert I. Brown 13. NEW HARDWARE SHALL MATCH EXISTING. '' " 14.GYPSUM BOARD SMALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE �' O Q I 'SHEETROCK SW' Y U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNE55 SHALL BE +-a J Q I _ 0- 1/2* Architect, P.C. i W 1 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.All EXTERIOR 7 � t`' CORNERS SHALL HAVE METAL CORNER BEADS. lw 0 vW 1 16.PROVIDE 1/2'PLYWOOD STORM SHUTTERS AND SCREWS FOR NEW WINDOWS AS REQUIRED BY CODE. 6 O O I BASED ON SURVEY BY: X p ` 1 z W 20 Ba Ave. Greenport NY FINISHES 5 1. NEW WOOD FLOORS TO BE SELECTED BY OWN"=R,SANDED AND POLYURETHANE,3 SCALI CE LAND SURVEYING info@rlbrownarchitect.com COATS. I 631-477-9752 2. EXISTING WOOD FLOORS SHALL BE SANDED A14D REFINISHED. - _ DATED: 16 JULY, 202 1 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET JL - MON ADHESIVE. 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITH MANUFAC7URER'5 SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOM5 AFFECTED BY THE WORK SMALL RIDGE CR055 SECTION END VIEW SCTM: 10)0-3 1 - 4 -28 BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND I IT ISA VIOLATION OF THE LAW FOR ANY PERSON, PAINTED.PAINTING SHALL BE TWO (2)COATS Bk ENJAMIN MOORE AQUA PEARL LATEX I ZONED: F"-40 UNLESS ACTING UNDER THE DIRECTION OF A PAINTED,COLOR TO SELECTED. ^ LICENSED ARCHITECT,TO ALTER ANY ITEM ON I C. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) AREA. 14,755 _91' (0.47 AC) THIS DRAWING IN ANYWAY. ANY AUTHORIZED COATS BENJAMIN MOORE LATEX ACRYLIC 5EMI-GL.O55 PAINT. , ALTERATION MUST BE NOTED,SEALED,AND HVAC I DESCRIBED IN ACCORDANCE WITH THE LAW. 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND 5PECIFICATION5 AND THE 2020 MECHANICAL CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECE55ARY TO COMPLETE 1 TO WORK. °°° Z 2.EXISTING BOILER TO REMAIN. , /^( 4 W 3.EXISTING AIR HANDLERS AND CONDITIONER5 TO REMAIN. v� �' I LOT COVERAGE: 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. _ I d LOT AREA: 5.PROVIDE HOT WATER RADIANT HEAT TUBING A`_3 NECE55ARY FOR HEATING IN ALL ZONES. O a. PLUMBING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES W I EXISTING HOUSE: I ,73 0.2 S F s r NECE55ARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OP. r4 EX I STI N G DECK: 5 00.2 _91' REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. -,- 2.CONFORM THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH o I I EX I ST I N G TOTA L: 2,230.4 S F REGARDS TO WATER TER SAVING AND CONSERVATION. ALL FIXTURES SMALL BE OV THE APPROVED•LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I I CLIENT/OWNER SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE , PLUMBER 5HALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF EX I ST I N G LOT COVERAGE: 15. 1 % UTE°LD• 4. ROCK 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, I CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND Q FEDERAL ALJTMORITIES,AND ANY OTHER APPLICABI) JURISDICTION. FLOOR I PROPOSED ADDITION: 252.4 SF WAYNE AND CRYSTAL ELECTRICAL J015T 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES - I e PROPOSED TOTAL: NECE55ARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW = I 2,482.8 S F 10939 MAIN ROAD ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: , CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, EAST MARION, NY 11939 SERVICES,FEEDERS,D15TRI13UTION AND PROTECTION EQUIPMENT,CONNECTIONS TO ' APPLIANCES, GROUNDING,AND ALL INCLUDING All CONNECTIONS AND DEVICES I PROPOSED LOT COVERAGE: I G.8% WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND :..: AND SPCIFICATIONS AND AS NORMALLY SPECIFIED INT H15 TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND < PROJECT TITLE ELECTRICAL D15TPIBUTION SYSTEMS. 3 I e I 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE O IADDITION AND of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017(NEC), '" LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER RENOVATION REQUIREMENTS APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY. 3.ALL PRODUCTS USED FOR ELECTRICAL WORK 5HALL BEAR THE UNDERWRITERS FLOOR I ASPHALT LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY J00T =- '� I I DRIVEWAY WILL BE INSTALLED. - 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE n `Q 1 SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. DRAWING TITLE �J 1 5.THE CONTRACTOR HALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES I 1 S AND INSPECTIONS AS REQUIRED BY THE LOCAL,:STATE,AND FEDERAL AUTMOPJTIES, co , I _ SITE PLAN AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL 1052t 2 I M SWITCH. LINE COPD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS _ GENE RAL NOTES ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH I M SLEEPING QUARTERS ARE LOCATED. ANGLE 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW �° r° UPLIFT CONNECTIONS Cq IRON I YORK STATE,THE NEPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE ® �r O__� 0 PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND NICENE ON EACH FLOOR LEVEL CON N E C T I ONS D E T A I L Mo�N.90°s9.3D SCALE CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOCE AND 09 AUGUST,2021 BURGLAR ALARMS AS NECESSARY. i'=20!-d' �� AUG 2 7 2021 DRAWING NO. DD 1V Y S -� LSD . ROrj AD (il1gR IDT E' ,25 rurr,D7,113 nrr . hr 1 'TCS"NN'of SOUTTITOLD ISSUES/REVISIONS f r NEW I G"VENT I I I I I I ; I i `• I I I 2x8 JOISTS @ I G"O.C. EXISTING FI (SHED I f TO MATCH EXISTING BASEMENT O REMAIN _ I I PROPOSED CRAWL f f SPACE N I I 2" RAT SLAB EXISTING WOOD DECK 8" REINFORCED CONCRETE i BLOCK FOUNDATION WALL I TO MATCH EXISTING i Ll o9 JUNE,2021 i 11 MAY,2021 I G"x 8" POURED CONCRETE FOOTING I I w SEWAGE w/#5 REBAR IN EACH DIRECTION. I I UP I o' OUT MINIMUM 3'-0" BELOW GRADE ON I I UNDISTURBED SOIL cp I . I N THESE PLANS ARE AN INSTRUMENT OF SERVICE I I AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o21 ALL RIGHTS RESERVED fL--------- n W UP EXISTING f EXISTING Robert I. Brown 2x8 FLOOR JOISTS--^7 � 2x8 FLOOR JOISTS � Lu Q m B - 0 w Architect, P.C. o V w° w f 20 Bax Ave. Greenport NY u o W f in o@rlbrownarchitect.com N U 631'477-9752 O0z Cf) Z Q Z V Z vP:z f i=W EXISTING EXISTING Dui Ln M ~ 500 GAL TANK w w u- w WATER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, TANK UNLESS ACTING UNDER THE DIRECTION OF A I LICENSED ARCHITECT,TO ALTER ANY ITEM ON Al— 1 1 iL THIS DRAWING IN ANYWAY. ANY AUTHORIZED 10"dia. SONOTUBE G'-G' EXISTING SLAB ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 24"x 24"x 12' POURED CONCRETE FOOTING MINIMUM -,-k!ED�',,qC 3'-0" BELOW RADE ON , / 1 << UNDISTURBED SOIL f� NE`+1�� CLIENT/OWNER FOUNDATION PLAN ROCK WAYNE AND CRYSTAL SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED 10939 MAIN ROAD EAST MARION, NY 11939 PROJECT TITLE ADDITION AND RENOVATION DRAWING TITLE FOUNDATION PLAN SCALE o9 AUGUST,2021 1/4" DRAWING NO. ISSUES/REVISIONS EXISTING WINDOW EXISTING WINDOW 1 TO REMAIN TO REMAIN I G'-9 112' / ADD WALL STUDS i LuUNDER BEAM AS NECESSARY Ln 0 W J N Lou-p NEW ANDERSEN 400 SERIES TW 210410 DOUBLE HUNG x I EXISTING BEDROOM EGRESS WINDOW = TO REMAIN WHITE INTERIOR/EXTERIOR m cn 3LO _j= I MODIFIED BEDROOM cn NEW ANDERSEN 400 SERIES — z_f TW 210410 DOUBLE HUNG ~ `L' Q "' 6z'L I NEW FLOOR TO BE A EGRESS WINDOW m LEVEL WITH EXISTING WHITE INTERIOR/EXTERIOR x " > H N j Lu Q 5i Lu r ^Wtu U-1 I ADD WALL STUDS III � G'-I I I/2' UNDER BEAM AS EXISTING WOOD DECK(vl 2xG EXTERIOR CONSTRUCTION NECESSARY 1/2"CDA RATED PLYWOOD SHEATHING j VAPOR BARRIER 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R 13) N , og JUNE,2021 R-15 BATT INSULATION / NEW FLOOR TO BE w UP DOWN LEVEL WITH EXISTING i o SIDING TO MATCH EXISTING N , W IS N S I >) / ' u MAY,2021 / — PROPOSED MUDROOM i O - - i i cx ADD WALL STUDS (3) 2x 10 HEADER N UNDER BEAM AS DROP BEAM THESE PLANS ARE AN AND ARE THE PROPERTY OF THE ARCHITECT.CE '-5 3/4" 3'- 3/4" NECESSARY i m i g INFRINGEMENTS WILL BE PROSECUTED I EXISTING WINDOW NEW 3068 I i L TO REMAIN 2021 ALL RIGHTS RESERVED 0 CO EXTERIOR DOOR - i = x cli TO BE SELECTED BY OWNER cv --------------------- N Q 3 REMOVE EXISTINGm PROPOSED KITCHEN Robert I. Brown B WINDOWS AND REFRAME FOR NEW OPENING �n o a W X Architect P.C. O ANDERSEN 400 SERIES I w w r[D TW 21032 DOUBLE HUNG CZ 3'-G' 7'-O" j REMOVE EXISTING KITCHEN WHITE INTERIOR/EXTERIORW ort NY N I o G W ntfoB ribrownarch t205 aAve. ect com PROPOSED COVERED a? i PORCH 631 477-9752 � � i 8'SQUARE C LUMN 24' D/W 3O' O" RANG _! 3G" REFR 3'-O' DECKING SELECTED ------- ----� FARMHOU E ►---- N BY OWNER i SINK EXISTING DINING ROOM EXISTING 5UNROOM IT ISA VIOLATION OF THE LAW FOR ANY PERSON, 3G" HANDRAIL TO REMOVE EXISTING ADD WALL STUDS TO REMAIN TO REMAIN UNLESS ACTING UNDER THE DIRECTION OF A CODE WINDOWS AND REFRAME UNDER BEAM AS EXISTING FOYER LICENSED ARCHITECT,TO ALTER ANY ITEM ON (TYF'.) FOR NEW OPENING NECESSARY TO REMAIN THIS DRAWING IN ANYWAY. ANY AUTHORIZED ANDERSEN 400 SERIES ALTERATION MUST BE NOTED,SEALED,AND 2„ TW 21032 DOUBLE HUN DESCRIBED IN ACCORDANCE WITH THE LAW. WHITE INTERIOR/EXTERIOR 7'-G" 7-5' 13'-4" 3'-0" 1.8A�,01 0 Ca= FIRST FLOOR PLAN CLIENT/OWNER\ SCALE: 114"= 1'-0" EXISTING EXCEPT AS NOTED EXISTING LAUNDRY ROOM EXISTING OFFICE ROCK TO REMAIN TO REMAIN WAYNE AND CRYSTAL 10939 MAIN ROAD EAST MARION, NY 11939 PROJECT TITLE ADDITION AND RENOVATION DRAWING TIME FIRST FLOOR PLAN SCALE o9 AUGUST,2021 1/4"=1-0" DRAWING NO. ISSUES/REVISIONS EXISTING BRICK CHIMNEY TO REMAIN EXISTING ROOF TO REMAIN REPAIR AND PATCH AS NECESSARY NEW ROOF 12 4 C� NEW ROOF EXISTING WINDOW ASPHALT SHINGLE ROOFING TO REMAIN TO MATCH EXISTING NEW SOFFIT AND TRIM TO MATCH EXISTING NEW SOFFIT AND TRIM TO MATCH EXISTING Fr-7 NEW 51DING TO MATCH EX15TING 8'SQUARE COLUMN 30 HANDRAIL T 30 HANDRAIL TO REMOVE EXISTING REMOVE EXISTING CODE(TYP.) CODE(TYP.) WINDOWS AND REFRAME WINDOWS AND REFRAME ECKING SELECTED FOR R NEW OPENING FONEW OPENING _QWl� REPAIR AND PATCH 51DING REPAIR AND PATCH SIDING O AS NECESSARY AS NECESSARY — I x 10 AZEK TRIMBOARD-WHITE O 21'-1" 1 1'-O" �, AREA OF NEW CONSTRUCTION WEST ELEVATION (FRONT) SOUTH ELEVATION (SIDE) SCALE: 1/4" = 1'-0" SCALE: 1/4' = I'-O' EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED o9 JUNE,2o21 u MAY,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY in o@ribrownarchitect.com 0000 631-477-9752 2x 12 SLEEPERS ON EXISTING 2x 12 SLEEPERS ON IXISTING RAFTERS RAFTERS NEW 2x8 RAFTERS SECURED NEW 2x8 RAFTERS SECURED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 2x8 RAFTR5 @ I G"O.C. WITH METAL 5TRAPPING WITH METAL STRAPPING UNLESS ACTING UNDER THE DIRECTION OFA 1/2"CD-X RATED PLYWOOD SHEATHING 2x8 RAFTR5 @ I G"O.C. LICENSED ARCHITECT,TO ALTER ANY ITEM ON VAPOR BARRIER 1/2"CD-X RATED PLYWOOD SHEATHING THIS DRAWING IN ANYWAY. ANY AUTHORIZED ROOFING TO MATCH EXISTING SECOND FLOOR TO REMAIN VAPOR BARRIER ALTERATION MUST BE NOTED,SEALED,AND ROOFING TO MATCH EXISTING SECOND FLOOR TO REMAIN REPAIR AND PAT HAS NECESSARY REPAIR AND PATCH AS NECESSARY DESCRIBED IN ACCORDANCE WITH THE LAW. 12 4 12 D 4F,� _ ^J DA^ I'-0" NEW SOFFIT AND TRIM TO MATCH EXISTING v N O MATCH AIXD T NG 2x8 CEILING JOISTS 16" O.C. I I REMOVE EXISTING WALL AND BRACE " _ (2) 2x8 HEADER(TYP.) @ CEILING AS NECESSARY 2 2x 10 GIRDER 2x8 CEILING JOISTS I ` REMOVE EXISTING WAIL AND BRACE O @ 16 O.C. I CEILING AS NECESSARY � R-22 BATT INSULATION I I BETTER HEADER#56 CLAD w/Yz"AZEK TRIMBO RD I I BETTER HEADER#56 11(2) 13/4"x 7,V,' LVL w/(1) 1'STEEL PLATE I I 3 " " 2x6 EXTERIOR CONSTRUCTION I I BEAM TO BE FLUSH WITH 2x8 JOISTS 2' 0" (2) I/4"x 7y4 LVL w/(I) I STEEL PLAT I/2"CD-X RATED PLYWOOD SHEATHING I BEAM TO BE FLUSH WITH 2x8 JOISTS I VAPOR BARRIER I I PROPOSED KITCHEN 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) I I 8'SQUARE COLUMN R-1 5 BATT INSULATION I I CLIENT/OWNER SIDING TO MATCH EXISTING ( NEW ROCK FLOORING TO BE NEW FLOORING TO BE DECKING SELECTED m I I SELECTED BY OWNER EXISTING BEDROOM TO REMAIN N BY OWNER SELECTED BY OWNER WAYNE AND CRYSTAL XW& EXISTING FLOOR JOISTS TO REMAIN p EXISTING FLOOR JOISTS TO REMAIN 2x8 JOISTS @ 16'O.C. I x 10 AZEK TRIMBOARD-WHITEN 2x8 P.T. JOISTS @ I G"O.C. 10939 MAIN ROAD TO MATCH EXISTING (2) 2x8 P.T. GIRDER EAST MARION, NY 11939 R-22 BATT INSULATION 4x4 P.T. P05T ANCHORED IN 8" FILLED CONCRETE CONCRETE WITH BLOCK FOUNDATION WALL TO MATCH EXISTING om 2" RAT SLAB P05T O'dia. SONOTUBE METAL PROJECT TITLE P05T HOLDER ADDITION AND I G"x 8' POURED CONCRETE FOOTING 24'x 24'x 12" POURED RENOVATION w/#5 REBAR IN EACH DIRECTION. CONCRETE FOOTING MINIMUM MINIMUM 3'-0" BELOW GRADE ON 3'-0" BELOW GRADE ON UNDISTURBED SOIL UNDISTURBED SOIL EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO REMAIN DRAWING TITLE SECTION A SECTION B SECTIONS ANDELEVAT IONS SCALE: 1/4' = I'-O" SCALE: 114" = P-0" EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED SCALE o9 AUGUST,2021 1/4'= DRAWING NO. ISSUES/REVISIONS LEGEND LIGHT SWITCH 3 = THREE WAY D = DIMMER SURFACE MOUNTED ® JAM SWITCH FIXTURE PROVIDED BY OWNER EXISTING ELECTRICAL OUTLET GFI= GROUND FAULT INTERUPT TO REMAIN 220 = 220 VOLT 4 = QUAD OUTLET FIXTURE 1 FAN S= SURFACE MOUNT PROVIDED BY OWNER -�- R= RECESSED PROVIDED BY CONTRACTOR WALL SCONCE +09- PHONE SD V CABLE 5E NETWORK CABLE EMERGENCY Q SPEAKERS LIGHT SD CO ALARM KEYPAD ISTING EIJ CTRIC T TO REMAIN 4 THERMOSTAT EXIT � o ® VENT UP DOWN �I®T--► SPOTLIGHT EPH ELEC. PANEL HEATER o9 JUNE,2021 p — 3 u MAY,2021 3 \\ \\ PHONE/COMM. .69\3Z �3 7`R — — LIGHT TRACK w +0+3 v u . R PC PULL CHAIN 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE D AND ARE THE PROPERTY OF THE ARCHITECT. / - PL PORTRAIT LIGHT 5'6"TO CLOCK OUTLET U INFRINGEMENTS WILL BE PROSECUTED / �GFI � �\ / --------V----------- i 2021 ALL RIGHTS RESERVED / I Z► DIRECT LIGHTING I / ,\R SURFACE MOUNTPB\ 1 CO CARBON MONOXIDE DETECTOR � \ O FIXTUREK VI D \ R I BY OWNER �GFI ' \ � SD SMOKE DETECTOR Robert 1. Brown -=3� Architect, P.C. O R�G, � 3f� 24" D/W _ — ❑ /HOS 36 FR 20 BayAve. Greenport NY W1 db UU ALU 131 BE)GFI � BIBB in o@rlbrownarchitect.com EXISTING ELECTRICAL EXISTING ELECTRICAL 631-477-9752 TO REMAIN TO REMAIN EXISTING ELECTRICAL TO REMAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. FIRST FLOOD ELECTRICAL PLAN 0 _;A SCALE: 1/4" = I'-O" EXISTING ELECTRICAL EXISTING ELECTRICAL ' EkISTING EXCEPT AS NOTED TO REMAIN TO REMAIN CLIENT/OWNER ROCK WAYNE AND CRYSTAL 10939 MAIN ROAD EAST MARION, NY 11939 PROJECT TITLE ADDITION AND RENOVATION DRAWING TITLE ELECTRICAL PLAN o9 AUGUST,2o21 SCALE 1/4" DRAWING NO.