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HomeMy WebLinkAbout49955-Z o��pF SOUryo� Town of Southold * * P.O. Box 1179 {0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45937 Date: 02/04/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1795 Pipes Neck Rd Green-port, NY 11944 Sec/Block/Lot: 53.4-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/17/2023 Pursuant to which Building Permit No. 49955 and dated: 10/27/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, roof deck and outdoor shower to an existing single-family dwelling as applied for. The certificate is issued to: Eric Wechsler , Philip Kovacevich Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49955 1/21/2025 PLUMBERS CERTIFICATION: Aut rized Sign ure �o�s�fF Qh TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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#: 49955 Date: 10/27/2023 Permission is hereby granted to: Wechsler, Eric 235 E 22nd St Apt PHE New York, NY 10010 To: Demolish existing deck and sunroom and construct new additions to an existing single-family dwelling to include living space, balcony, deck and outdoor shower as applied for. At premises located at: 1795 Pipes Neck Rd, Greenport SCTM #473889 Sec/Block/Lot# 53.-1-14 Pursuant to application dated 10/17/2023 and approved by the Building Inspector. To expire on 4/27/2025. Fees: DEMOLITION $183.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $903.00 CO-ADDITION TO DWELLING $100.00 Total: $1,186.60 Building Inspector oF so�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q OOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Eric Wechsler Address: 1795 Pipes Neck Rd City: Greenport St: NY Zip: 11944 Building Permit#: 49955 Section: 53 .Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hubbard Electric License No: 4709ME SITE DETAILS Office Use Only Indoor F Basement R Service F Solar r Outdoor 1st Floor Pool r Spa F Renovation 2nd Floor Hot Tub r Generator r Survey I— Attic r Garage Battery Storage (— INVENTORY Service 1 ph 1- Heat Duplec Recpt 12 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph r— Hot Water 30A GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1.2 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 10 4'LED Exit Fixtures Other Equipment: Notes: Addition w/ Roof Deck Inspector Signature: X Date: January 21, 2025 Sean D OQ Electrical Inspector sean.deviina_town.southold.ny.us 1795PipesNeckAdd itionElectric oe souryolo # TOWN OF SOUTHOLD BUILDING DEPT. Comm �0 631-765-1802 INSPECTION aFOUNDATIONIST/ REBAR [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] 'FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT RENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL -REMARKS: DATE INSPECTOR OF SOUTyOIo --- # # TOWN OF SOUTHOLD BU.ILDING .DEPT. cou ,�i� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]7FUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� DATE �'�' INSPECTOR ' TOWN OF SOUTHOLD BUIL DING DEPT.- 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C/O [ ] RENTAL Q ' REMARKS: APLM61 n DATE O INSPECTORS I OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. -cloorm��'�o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ '] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ,CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: n so )a;ion ca_,,I k i Ole, Ole- DATE /�-aa INSPECTOR hO�apF SOUTyOIo `"S # # TOWN OUTHOLD BUILDING D PT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION [. ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A�-b lVAG- lv'tg�� Wd"' 1��J- &A cir� ' Aij \j \-) v \-/ - V--- DATE INSPECTOR OF SOUTy�� - ----- # TOWN OF SOUTHOLD -BUILDING DEPT. IOU N1�,��0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ' INSULATION/CAULKING [ ] FRAMING./STRAPPING [FINAL [ ] FIREPLACE-& CHIMNEY - [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &710-41CL c1aGv � m y t eA L)VjAhan.5 0I _ 2 C.o. DATE - INSPECTOR • � v t 7q t Lori d Ir All ,yet 1 •,, �• •.". ,sue •'' d" •a� _.^`�. iF` ►' JJJ{{{���••a�� • �'ey� �^r yr. 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D w ucuhnrsuy � ,^ � ¢p �....r� . .w-., ,�..._. p ��YNRr�6�pray Foa�ni Spcc�atis#s Radiant Drywall and Insulation Corp. www.Radidhflnsu1 fem-S.com 1 P 0 Box 899 Middle Island,NY 11953 � Phone:631-924-0500 Fax:631-924-4584 E ro®ri®Ca Commercial Lic:Suffolk:36254-H Residential Lic:Nassau:H1901650000 Certificate of Insulation 11/19/2024 Quarty Construction LLC Jobsite: P.O. Box 1949 1795 Pipes Neck Road Southold, NY 11971 Greenport, NY Radiant Insulation Systems has installed the following insulation items. Please see the locations and values as listed. Closed Cell Spray Foam installed in flat roof 7.5" (R-55) Closed Cell Spray Foam installed in 2 x 6 exterior walls 2" (R-15) Tony Costagliola 3 2024 Vice President �o�SUfFU�Xco� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southolcltownny�v_ Date Received APPLICATION FOR BUILDING PERMIT iJ � ��� n For Office Use Only + J 4°I q55 � OCT 1 7 2023 ` v PERMIT NO. Building Inspecto Applications and'for ns must be filled out In their entirety Incomplete BT-M,DI NG DEPT. applications will not be accepted: Wh ere the°Ap`plica4 is not the owner,an r CDi '�;-OF 0JTTj-( y,,C .Owner'&-Author zatiorr,form(Page 2)shall be,completed , Date:09 October 2023 OWNERS)OIF PROPERTY Name: Eric Wechsler scrnn# 1000-53-01-14 Project Address: 1795_Pipes Neck Road Greenport, NY 11944 Phone#:772-708-1555 Email:emwechsler@gmail.com Mailing Address:235 E 22nd Street apt. PHE New York NY 10010 CONTACT PERSON ' .A . Name:Robert I. Brown Architect P.C. and its agents Mailing Address:m205 Bay Avenue Greenport, NY 11944 Phone#:631-477-9752 Email:infq@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION Name: Robert I. Brown Architect P.C. and Its agents Mailing Address:205 Bay Avenue _GreenportL NY 11944 Phone#:631-477-9752 Email:,info@ribrownarchitect.com CONTRACTOR INFORMATIO(V,;X , Name: Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION ❑New Structure IgAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $100,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 E>istsnguseofprvpertytS�tlg _ITlily a� It �ldeduetproperY:40 le;Fa ReSidenti' i Zone or'use,drsti�ct In wht�h,premises Isysltuate~`d Are there anX covenants a�td restrlctR`J`s with respect to ? �" ,+ $r., P1t A �y .;�( this pr4p'effiY t�7Y�s BNo IFYES,PRQV11) A COPY fc +? a�� > st8n3»af ?� lspar+t3+ # lt''erain+R �tndatasmrsr �� icWn+fC?Y, + t Y 2 ' "P`a'i1 a. 'a - n x fir. 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Q N fi�tiRK Notary,F4b11c State of N•'ew York No 01 BU:6185050 , _ Qualified ►n Suffolk ounty C ' Cwa11NTY�F r' Commission Expires (��-� fy Apnl 14,2 - , being"r)ulysworn;.d o es�anr ays�that(s)heIstheapplicanf ` (Name of i d9uidual signiO contract)ab amq 6, (s)he is the k ' ` ontracfarPqrni' orporate'4ff�cer,>etc.' C (C . ld d fle this'p wo ro� tr i T443 applicatlant�t all sfiletxts cntatrte ; ti p �(cattan are xrju�e}tfiesof h(s%her kiorleg;=and belle ,at`+d w , xhat'tlae wk wl)(#e perfoirned Inkhefiner e> f�rtt+'In theiprplicatlon�file the7evrtfh, ! Sworn befo_'re me hIs ` e 4tlllhere" ile C���ltltlS trot 117{as QW�t�{�1 c Eric4Uilel sler �� ' E 22ndi Shtreet, ap# It esldtn&at New Y4 1�,aN 1'U01z0 Rb4 rt'I Brown Arc lte�t P C,aid IX& agents _ .. o ere y.a�ut or ze,N, wap y"on myehalf to thtG�Tatnril}of�Sotitlaold�Bu1tdin t3eairtmefifor approval as'described hretn iv A 4 ,OwrIel +73a7 tr" i` P(�rtntC3tirut?ei✓' �lamex , b A$ } L N } ._ it r, ftit,��, " BUILDING DEPARTMENT- Electrical Inspector Py TOWN OF SOUTHOLD c� Town Hall Annex- 54375 Main Road - PO Box 1179 ' Southold, New York 11971-0959 407 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh southoldtownny.gov - seandno.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - s-a Company Name: t,lpl C f%C L-C- Electrician's Name: I k 4 License No.: ft�, - L4 709 Elec. email: a0+0y)Jl 0 c, m 11 C Elec. Phone No: 3l- - 1 S-e&' ❑I request an email copy of Certificate of Compliance Elec. Address.: vb bt- v" : 'R xvcr kif. a d l JOB SITE INFORMATION (All Information Required) Name: , l C ?A-[ eC_A S � Address: 17,5-- o: v rem .no Cross Street: ?T Phone No.: 7 7yl J?- Bldg.Permit#-. �q�� email: Tax Map District: 1000 Section: 81& Block: — j- Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I d Square Footage: r 6-00 Circle All That Apply: Is job ready for inspection?: YES ❑ NO [Z Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 10 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 R2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION v 08 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 tz;y�j© aO�,f Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' iamesh fsoutholdtownny.gov — seand(cb-southoldtownny.gov ' zxrr �l APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: f Electrician's Name: -f ;y,' ✓ License No.: Elec..email: ,ra °c- �r_ ' c (, Elec. Phone No: i - % - j D I request an email copy of Certificate of Compliance Elec. Address.: 7Ave �, z�c� l, cPr i t JOB SITE INFORMATION (All Information Required) Name: Address: ' Cross Street: YTS- ' Phone No.: / - Bldg.Permit #: f�7,5 email: Tax Map District: 1000 Section: Block: j— j ` Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 9 +� `' J ��� � �r',• Square Footage: T 600 Circle All That Apply: Is job ready for inspection?: YES 0 NO r7 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES M NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A. #.Meters, Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[—]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION �124elvl �� q q PERMIT# Address: Switches Outlets GFI's Surface f,) Sconces H H's �l UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo ( Cooktop Minisplit Blower ' AH Hood Blo er Service Amps `),w Have Used Sub Amps Have Used Comments CW� 120) JJAI LP 2 P P�-(1ke(k 0 Pontinci, Susan From: Tom Quarty <quartyconstruction@gmail.com> ILE C E W E Sent: Tuesday, January 21, 2025 1:31 PM 1 LS To: Pontino, Susanij. ) Subject: Permit JAN 2 1 2025 Budding Department Download full resolution images Town of Southold Available until Feb 20, 2025 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. a Ail� - 15CH-13CR*C9H 10 RESIDENTIAL HEAT PUMP "P coo-LLC WATER HEATERFOR JNDOOR USE ONLY LISTED UY&[9 3RVI N 3R 11i 7 EA:Ai KL W6EA .TEY ICL VA9T NUY#J!A CONTRACTOR HPTU-8014 130 1 221 M9082996 11 100321487 REWARDS.COM Yaa TAhX ALAK TIMK Ms7, 6e1 Me1Ch7U1T AMPS GRC .T W9gh RKo pAESS;,RE hNMAL GA PA w.4WS+YOf+�wJ8rLe ;::.rt♦: 1c ::lV ll BR[4K[R Psi VDA U3ML LITIN 23.60 25,80 30 150 .034 80 303 tt urp�1, LULMMIRCTURAYP7'LRAI M'Arbt�� __ AG AVP,l9Fl .� Q��a C$1MIf[J:SpR _1.s81_7 12.0/14.0 +_ 0.20.2 I'���I�ti'►1 i��,� l LtfL[4'qA'1 ?:A,: LL1h[R :+a v i 3380 J•.J v r �. 4500 3380 4500 Ttpt 1.43 O,B49 a 1'•]h"P' f• r 1 OW}Of A'YW"tie. 3sb P1. Ttit„W.t 2.5� 0.0 O.a 9r heAter LOM ties with the currant edition of ASHRAE 90.1 MADE Itti MEXICO A.O. SMITH CORPORATION u MCBEE.SC_USA ' pdt1 r I1 jl l 1119111'Ull Numc �3�d =�r•MPTU 80N?30 Senal ILrr-b ;124JF�2946 P er R A _ Aft 1 ASIM E C E U E l.� Manufactured by' JAN 2 1 2025 Enertech Global Mitchell, South Dakota USA w,rtiWAetco-geo.com Building Department Town of Southold Model: TYT060EI0MT10ES-0S 111111111 1111IIIIIIul1111111111IhI111111 I Serial: M2205C215 r W.O.#: J00O2494C7 Volts: 208/230 Min'Max Volta e IS ,-252 Hz: 60 Phase: 1 MCA: 4 6 . FLA: 40. i Max HACR Brkr(USA 8 CAN): 70 SCCR(kA): 5 Electrical Data Electrical Data ` RLA: 27.1 HP: 1 .00 LRA: 152 .9 lRatingsareper FLA: 7 .4 CITY: 1 QTY: 1 Ratings are per compressor, blower motor. Refrigerant Type: 410A Factory Charge(oz i circuit): 94 Design Pressure(PSIG): Low 200 High Max, external static pressure(In water): 1. Maximum outlet air temperature(OF). 20 Min, distance to combustible surface(In.): 0 Na user serviceable parts Inside cabinet. Service work must be by qualified personnel only. Each Meat Pump must be properly grounded. If equipped with Internal electric heater, see data plate on heater for tlectrlrai rwfi- W-*-, « , gtl)gy� D E C E WE IV J A N 2 1 2025 ! Manufactured by enertsch Otobaf Mdclnau.Louth Dakota USA Building Department www 1e1c"00 C04t Town of Southold Mo"i M060[1oW'cK5-05 sr+n M22050215 VIIINLAMML WON J000269607 vote 20el230 W M.av ie"-z52 Ma 60 ►Now: � FLA Marc MAC1t Mt►(USA a CAN)' 70 SCCR fkA) 5 114KIfa r Data RLA. 21.1 Hp: 1.00 LtiA: 132.0 FLA 1.4 Orr: 1 ON, 1 • f M are c ew I are pff blows motor 410A �.a«r chst"tax r cwcuft: s+ lfrsgn rreesute(pMl Low 200 No Soo McI eat«nai etatic IWOMWI(in"00 1.20 MaaIfflu w NAM,aM tar" Mura 200 • MN+ Watanoa to CanbuatlbN auRaoe(m.): 0 I�:t uNr Mwkeeble PWU W*"CW" 5rrwca work Ma bo by qu~Woo arMr. ExA Mat PUMP MUM be W"Wly Pout6e4' K p�Pped'"'"emm elecbtc t"W.we dab ar,Nett«far Neculul fetNNa,i1 watr+el bre fbeei �rvardMy CAUTION Click to Download IMG_1316.MOV 0 bytes Sent from my Phone 3 EXISTING ROOF TO REMAIN NEW(2)2.8 ------------------------------ HEADER 1.6COMP05IRE DECKNGTD MATCH b- IP vu ER EC CNG 30d0O 5:OFE 118-PER FOOT CONCREMM TOOTER REMOVE EXI57 ING WALL AND WN;)CW 36HORZ RARTOCOD 5LAT5; I --� f— ---------� REBAR IN EACH DlREC1Ch. ✓HORIZONTAL VA70D SLATS I I--------- L J REFRAME FOR NEW DOORWAY I 8'-1 O 12' dK IO 1/2- I I� _ j MINIMUM 3'-O BELOW GRA'i` I21 2.8 HEADER MINIMUM V.I.F. — i I I T ON UNDI5TURBED 501L NEW R-15 13ATT INSULATION IN ALL EXPOSED CAVITIES ---- 6• I 1 I _ I NEW EXTERIOR DOOR I 2868 i( I.B ATEx TRtt.9BCMRD li. 11%'TJ1 56C JOISTS 9 o I2)2s HE QYP.1 I ( r I I (2)2.6 ST�BEIWffN WHDOAR' NEW 2.6 EMER)OR CONSTRUCTION CID X RATED PLYWOOD 5HEATH.1\G V �R BARRIER INSULATION(R-),3) I j I II EXISTING STRUCTURE TO REMAIN I NEWy'SHE TROCK ON AND NG P S - —� I I ° 1� —�' T--� NEW R0R2Jh:Ai 8'NI.,KEL-GA°"APDIP�/+RD SIDING C FRO'05EC CRAWL SPACE I TAPE,SP ,AND rN COATS I I I O T RAT SUB I 1 F NEW 11 TO BE 11111E 'PL D SUBFLOOR I I I 16'.16' RETE NEW FLOP NG TO BE SELECTEE BY OWNER I I I BL K PIER •� I II� p I RED r— ,p J01 16'C.C.+V R-8 GATT I I I I 1 CONCRETE FOOTR d '• I (2)2.8 DROP AM ON CON,;,BLOCK PIERS NEW 4'PWREO CONCRETE I I i I RfBAR IN EACH I 1 I I PAD WRI1 rCRIMETCR HAUNCH- I I I pRECHON.MINIMUM L—_J I I TO BE LEVEL WTH GRADE_ I 3'-O'BELOW GRADE ON 1 I 12'/5 REBAR ANCHOR BOLT I I 4O I I SECURED IN EXISTING BLOC 16'CON.. PROPOSED CRAWL SPACE 10,16'CONCRCTC GRAVEL UNDERNEATH TM.) UND:'STURBCD SOIL i i I 1 I 1 I FOUNDATION WALL.d EPDXY BLOCK TIER BLOCK PIER 12.O.C.VERTICALLY 2"RAT 5LAD I II I I IM L- 30'.30'.8'POURED 301.30'.&POURED I 11 1 i li y I EXISTING STRUCTURE TO REMAIN CONCRETE FOOTER W 05 CONCRETE FOOTEK w/15 I I I 1 REBAR IN EACH REBAR IN EACH DIRECTION.MINIMUM DIRECTION.MINIMUM I --- r—� V-0-BELOW GRADE ON 3'-OBELOW GRADE ON 1 , r--------J UNDISTURBED SOIL, UNDISTURBED SOIL. SECTION A _ � � j � r - p 1 B I I I I I 1 I 14 B THESE PLANS ARE AN INSTRUMENT'OF SEE A4 ( 1!2-R5 REBAR ANCH BOLT I IVI [—�_ �PN1 , ANDARETHEPROPERTYOFTHEARCHTIE- ! - I 1 IN EXISTING ��� INFRINGEMENTS WILL BE PROSECUTED IXITNG IXCCIT AS NOTED I 1 1 WALL N @ I I 1 I I I 12-D.C. 2'O.C.VERIICALL I I I _ _3 ALL RIGHTS RESERVED EXISTING CUT 3'-a OPENING EXISTING SEWAG IN EXISTING OIL IXn CONCRETE WALL TANK 3'-0' °.-6• Robert I. Brown 6' Architect,P.C. ,n5 Bay Ave. Greenport NY infON 10 narchitect.com EXISTING 631-477-9752 AIR HANDLER T IS A VIOLATION OF THE LAW FOR ANY P LAUNDRY UNLESS ACING UNDER THE DIRECTION O LICENSED ARCHITECT.TO ALTER ANY ITEM THIS DRAWING IN ANY WAY.ANY AUTTHOI ALTERATION MUST DENOTED.SEALED,AN 1.6 COMPOSITE DCCR!NG TOMA DESCRIBED IN ACCORDANCE WITH THE IA OP RUBBERRED ROOFINGNG SLOPE Il0'RR COOT TING GE GEOTHERMAL FA NEW BALCONY TO I ING LEVEL H c.-'l F, WITH EXISTING FLOOR COIL '��LR^-,. (2)2.8 HEADER b 1>t (T1f.1 RYPJ '3068 NEW 3068 - UP \ OR DOOR EXTERIOR,D PROPOSED DECK CLIENT/OWNER NEW WOO NEW IFE WOOD DECKING WECHSLE] D NEW WOOD FLOORING TO STEPS TO 3.8 LCOGCR DOAiD AIJC IOPL TO. BE LEVEL WITH D15TING NEW POURED CONCRETE CODE(TYE) S-RUCTLPF(21 P.NICE r 24' .C. J5TIr5 M BLUESTONE FAVER5 EXIST,GERIC&PHIL 2.8 JOISTS C'0 O.C. LECTR)CAId R-28 GATT IN5uL�7 T795 PIPES NECK ROAD yII•E.°P.r.DRO'BEu.< CANEGREENPORT,NY 11944 4.4 r.T.rOST 5CCURC) rKor05[D CRAWL SPACE METAL POST HOLDERPROJECTTT7IE 17 $ONOTUBERATSADrt3O' 30'+B'PORED FOUNDATION PLANcON RU-103-o8'N wiBS GREAT ROOM AND REBAR IN EACH DIRECTION. 8'POURED CONCRETE [� DECK ADDITION MINIMUM 3'-V BELOW GRADE FC;TI(�N I J FOUNDATION WALLS.IS SLATE: EX_ REBAR COMMUOUS. 1-� A ON UNpSiJRDEO 501E IX STING EXCEPT a NOTED A4 A4 4 MINI MINIMUM LINE FROM F. PROPERTY LINE 5'-2- 1L '-1 1 O '-1 1'O 1 1'O 5'-2' 3G-HANDRAIL TO CODE 0)P.) / 4'-O' xd HORIZONTAL WOOD SLATS / IB' PROPOSED / OIRDOOR / .G EXEERIOR C 1--CTION i� SHOWER / RATED PLYWOOD 5r EATHING = NEW4.5HELTROCK ON WALLS AND CEILING _ VAPOR BARRIER 4 m TAPE,SPACKLE,AND PAINT 3 COATS m / 2'CLOSED CELL 5FRAY-IN FOAM INSULATION(R-13) EXTEND EX15TING FORCE AIR HVAC / R-15 BAT INSULATION DUCM'ORK A5 NECESSARY / NEW 110PJZONTAL B'NICKEL-GAP HARDIBOARD SIDING MP05ED GREATROOM / 51B F _ TO BE LEVEL WITH EXISTING FLOOR / O NEW HARDWOOD FLOOR TO MATCH / fXIDTING / PROPOSED EALCONY 487 5F NEW D / WE WOOD DECKING TO MATCH DECK ayyl NEW ANDER5EN 400 SERE 5 TO _•. CO (M.) v / EPDM RUBBEWZFROOFING T OI AVG 2080-0 `u p� SLOPE I/B'PER FOOT - GLIDING PATIO DOOR Iy � n rc m 0 PROPOSED DECK \ 301 5F w = \ NEW IPE WOOD DECKING NEW 4'POURED CONCRETE Q \\ PAD WITH PERIMETER HAUNCH. 10'--IN \ N TO BE LEVEL WITH GRADE. BOOKSHELF i N \ 4'GRAVEL UNDERNEATY.(TYPJ IMTr DOOR , - +q�l•CEILING 5'-7A/2' \\ 7HESEPUNS ARE AN INSTRUME DARE THE PROPERTY OFTHT +6-0•CEILMG \ INFRINGEMENTS WILL BE PROSE \ zos; ALL RIGHTS RESERVED 2"E' \ 20G8 q C,NEW HARDWOOD Robert I. Br( �p NEW POURED FLOOR TO MATCH Architect P.C. �CONCRETF NEW EXISTING ry NEW NEW BALCONY TO BE LEVEL ) WITH IXI5TING FLOOR STEPS w/_ .. -' 30GB 55 4 �UPAVERSlT_E N IXrEwoR :o EXTERIOR 4 A4 AveGre zGGa 631-477-9752 3'3 1/2' 7 -0• L 2' REMOVE EXISTING WINDOW NEW EXTERIOR O NEW WOOD DOOR IT IS A VIOLA71ON OF THE LAW I UNLESS ACnNG UNDER THE DIR STEPS TO EXISTING KITCHEN STEPS (TYP) - WCENSED ARCHITECT,TO ALTEF TO REMAJN THIS DRAWING MUSN AMWAY.T BE NOTED,N MON EXISDNG BEDROOM DESCRIBED IN ACCORDANCE WI' TO RETAIN ALTEXSTING BEDROOM EXISTING BEDROOM MMAIN TO REMAIN FN ®a � . �• F EXISTING DOWN \`U •.YIY` BATHROOM O REMAIN CLIENT/OWNER 0 WECHS] O ERIC&PHIL E794 PIPES NECK ROAL GREENPORT,NY 1194, EXI5TING MASTER BEDROOM TO REMAIN PRO)ECTTITLE EXISTING DEN EXISTING UVINGROOM TO REMAIN TO KEMNN GREAT ROOM, DECK ADDITIC DRAWINGTITLE FIRST&SECON FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN nOCTOBER mz; � SCALE:I/4'=!'-O' SCALE:1/4•=I'.p J Y III 3G-HANDRAIL TO CODE nP.) 3G'HAND DE 1 wl HORIZONTAL W--OD SLATS ad HOR7 O05W — -- I.B AZE%TRIMBOARD NC HORIZONTAL D' NEW HORIZONTAL 8' NILRIE-GA^HAORIBO NICKLEGAP HADRIBOARD SIDING SIDING - - PROPOSCD - - PROPOSED O O O 0 ❑��I J OUTDOOR OUTDOOR a IT��I'I;�I�I NEW 510WER - - 5HOWER 506E EXTERIO I '. � 29"' 9'-2- EASTELEVATION (S 1 D E) NEW COII5TRUCTION NCW CONSTRUCTION SCALE:I;-0•-1'-0' NORTH ELEVATION (REAR) EXISTING EXCEPT A5 NOTED - SCALE:I/4'=I'-O' IX15TING EXCEPT A5 NOTED THESE PLANS AREAN INSTRUMENT OF SEF AND ARETHE PROPERTY OFTHE ARCHITE INFRINGEMENTS WILL BE PROSECUTED ma; ALLRIGHTBRESERVED Robert I. Brown Architect,P.C. zoSBayAve. Greenport NY info@nbT ownarchitect.com 631-477-9752 W IL TO CODE ,u IT ISAYIOIATON OFTHE TAW FORANYF , HORIZONTALL YWDSLAT5 UNLESS UND DIRECTION O LICENSED ARCMIF.Cr.TO ATRANY n'EA TIIISDRAWINGINANYWAY.ANYAUTHO- - ALTERATION MUST BE NOIID,SEALED,AP DESCRIBED IN ACCORDANCE WITH THE LA I.8 AZEX TRIMBOARD L NON M ZONTAL 8' _ WIC RLE-GAPNADRIBOARD O O .u,l ❑�`; t _ ,��~ 51DING NEW u' 3OG8 --._ — ---_-. CLIENT/OWNER WECHSLE] -- ------- ------- ERIC&PHIL 1795 PIPES NECK ROAD GREENPORT,NY 11944 PRO)ECI'TFTLE NEW CONSTRUCTION RE51DENTIAL GENERAL NOTES ISSUES/REVISIONS MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.THI5 PROJECT 15 THE CONSTRUCTION OF A NEW GPEATROOM ADDITION AND A 51DEYARD WOOD GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCN''5 2020 APPROVED AS NOTED DECK FOR AN EXISTING ONE AND A HALF STORY SINGLE FAMILY RESIDENCE,ZONED AS R-40. WIND SPEED('ULTIMATE DESIGN) 130 MPH (PER FIG. 1609,30)BCNY5 2020 2.THE EXISTING HEIGHT OF THE EXISTING STRUCTURE A5 DEFINED BYTHE BUILDING CODE of NEW YORK SEISMIC DE51GN CATAGORY B (PER SECT. I G 13 BCNY5 2020 COMPLY WITH ALL COIF: STATE 2020 15 2 I'-6".THE HEIGHT OF THE PROPOSED ADDITION 15 13'-1". WINTER DE51GN TEMP I I'F (PER TABLE N I I G .2) oA,�F ' e.P -.?i�i..f... -.I ). 22T23_ 5� NEW YORK STATE &TOWN C 3,THE TYPE OF CONSTRUCTION O TYPE V(B). FLOOD ZONE N/A (PER FFMA IViAP) f=RGM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FEN E5TKATI ON REQU I REM ENT5 BY COMPONENT $ REQUIRED AND CONDITION,-- �F 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW PORK FROST LINE DEPTH 36" F� � � _�� B� 5TATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF Q PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER 5CNY5 2020 DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) MMOWTOCNZBA 5.CONSTRUCTION MANUAL TIO 5 HIGH WIND EDITION. GLAZED BASEMENT SLAB CRAWL NOTIFY BUILDING DEPARTMENT AT a Ol f)TOt��I PI NING BOARD DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1 ER T I BCNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR 631-765-18Q2 8AM TO 4PM FOR THE U'''E LOAD:AS PER TABLE F'.301.4,BUILDING CODE of NEW PORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 FENESTRATIN WALL R-VALUE � Si"ACE WALL DEAD LOAD:CALCULATED AS PER P301.3 AS PEP,BCNY5 2020. SLEEPING ROOMS 30 PSI ZONE U-FACTOR U-FACTOR R.-VALUE WALL R-VALUE R-VALUE R-VALUE O e ATTICS WITH LIMITED STORAGE 20 P51 SHGC R-VALUE DEPTH ,,-VALUE FOLLOWING INSPECTIONS: !';6,��Tq��.JTRUSTFES SNOW LOAD: 20 P51 GROUND SNOW LOAD(AS PER FIG.R30 1.2(5)5CNY5 2020. ATTICS WITHOUT STORAGE I O P51 WIND FxPOsuRE CATEGORY"C",FOR 30 MPH 3 SECOND Gusr. 4 LOCATION LIVE DEAD DELECT LIMIT STAIRS 40 P51 0.32 0.55 0.40 49 20 OR 1 3+5 8/ 13 15 10/ 13 10, 2FT -10/ 13 FOUNDATION-TWO REQUIRED t�,YS.O _ FOR POURED CONCRETE r I 1 ST.FL. 40 LB 12 U36o 2N0.FL.(SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE ROUGH-FRAMING&PLUMBING ATTIC(NON STORAGE) 20 LB I O U3G0 (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR FINAL_CONSTRUCTION MUST ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 201 5 SBC NIGH WIND EDITION) INSULATION G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEAV5,METHODS, JOINT DESCRIPTION NUMBER OF COMMOP'1JAII.5 NAIL SPACING FINAL COMPLETE FOR ON TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIOIJS AHD PROGRP.MS IN F FRAMING ALL CONSTRUCTION SHALL MEErTNE tLCCTriCAL INSPECTI01`� REQU€^E® CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES,NOR ANY MERCHANTABILITY OF FITNESS RAFTER TO TOP FLATS(TOE-NAILED) 3 PER RAFTER, FORA SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE NAILED) 3 PER J015T REQUIREMENTS OF THE CODES OF NEW 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CON5TRUCTIO1\.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DRAWINGS. FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITIOM((FACE-NAILED) 3 t,ICH LAP YORK STATE NOT RESPONSIBLE FOR 8.CONTPACTOR(5)SHALI_FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE DESIGN OR CONSTRUCTION ERRORS ON THESE DRAWING5 SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d FACH END NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS N`-CE55ARY TO RIM BOARD TO F:AFTER(END-NAILED) 2 1 Gd EACH END COMPLETE MATERIAL WORK. WALL FRAMING �i OT'.'C" ` ^O� RETAIN STORM WATER RUNOFF 9.A,LI.MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WIl H MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2 16d PER FOOT ������ �fi Nr ANU SPECIFICATIONS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 2-I Gci JOIS24'0 EA.SIDE �' a PURSUANT TO CHAPTER S STUD TO STUD(FACE-NAILED) 2- 6d 24'O C. ¢ {� I O.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd 16"O,C.ALONG EDGES LOr ya � �� O e OF THE TOWN CODE OCCUPP.NCY TOP OR BOTTOM PLATE TO STUD(END NAILED) 2-I Gd,3 d PIP 2x4,2xG,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END JOIST OR BLOCKING(FACT-NAILED) 2-1 6d PER FOOT i. COr1T�,ACTOR5HALL DEMO!J5H WALL5,FLOOR, AND EXISTING ROOF AS INDICATED ON DPAWING5 FLOOR FRAMING AND A`: TPAC OR S AND O ALIREMOVE ALL DEERS. to lA�i. ��� vp«.Y"�^�� C'.•:tcrio '1• JOIST TO SILL,TOP FLAIL TO GIRDER(TOE NAILED) 4-8c PEF; 015T j° lA 3 V j`a� w ` „�t..�. �y 2. COI:TkACTOR SHALL DO ALI PATC:H!NG AND REPAIR AS REQUIRED DUE TO REMOVAL OF EXISTING BRIDGING TO JOIST(TOE-NAILED( 2-8d EACH END WORK AND OF INSTALLATION OF NEV✓WORK,AS NECESSARY. BLOCKING TO JCLST(TOE.-(JAILED) 2 c4d EACH ENO � � � v q� �r�. �C.1�� X,Z.5 c;aril,tvggC� rC I BLOCKING TO SILL OR TOP FLATS(FACE-NAI!.ED 3-16ci !! i!R'��f4Y,'► # 3. ALL NEW WORM.SHALL MATCH AND MEET F_USH TO EXISTING WORK A5 CLOSELY A5 POSSIBLE UNLESS ) EACH BLOCK 1 k+ ���+�;'�1�Y�CD'�3,�Oa X:, O i F�',"JISE NOTED. LEDGE STRIP TO BEAM(FACF-NAILED) 3 1 Gd EA,C M JOIST n . 4 EXISTING STRUCTUP,F AND INTERIORS THAT REMAIN SHALL BE PROTECTED A5 NECESSARY DURING J015T ON LEDGE TO B'---AM;TOE-NAILED) 3 8d PI-R J'315T ",���}.(fti�%.IV �����*C��� PE'/t;l LOOM AND CONSTRUCTION. BAND JOIST TO JOIST(END-NAILED) 3..I Gd PER,JO;5T C sd 1 j), va+ o ��*��7 5 GOUT PACT"OR SHALL PROTECT EXIS',ING 5FRVICE5 TO PEMA!tJ AND SHALL NOTIFY ALL UTILITIES AIJD BAND,10!ST TO SILL OP TOP PLATE(T CE-NAILED) 2-16a I'EP FCO-i x•ZZ ` DII� tf L he TELi!nC'; 5ER✓!CES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATH ING 1 STR'JCURAL PANELS 8d (TABLE 3.8) \ K'AY FOUNDATIONS DIAGONAL BOARD SHEATH' x�NG � ,.-- INe",OR, I"x8" 2-8d PEP 5D'rr)PT , \ X� ` X X 1.ASSUMED 5CIL BEARING CAPACITY, 1,500 112d5cL.Pt. I N 10"OR WIDER 3-8d PER SUPPORT 2.CP�•JCRETE TO BP PLAIN,REINFORCED,3,000 ps. -26 DAY TEST. \ `` \` rpV�d2 1��Y1G��pr1� ��br 15 �,.AI-L Ne�nt I=°GnNGs TO REST or; UNDISTURBED SOIL. CEILING SHEATHING FO ��` &�, J��N jO/F `� x� `\ X GYPSUM WALLBOARD 5d c-.o!er; 7"EDGE! O"FIELD CONE-` �0 S ,�e -4* N pO f ,` O DRAIN/°',�L CALCULATION S GENERAL CONSTRUCTION WALL SHEATHING flC�1.PROVIUc`ALL LABOR,MATERIALS,TRANSPORTATION,KREQUIRE ; EQUIPMENT AND SERVICES NECESSARY TO5TPI 3 _ '�n ^D�� �� �O ��� COMPEL TF ALL WOOD AND PLASTIC WORK REQUIRE.BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD BOARCU PANEL gd (TABLE 3.9) ` 'OD�� VA Y f'S jCp X ` -_ ` ZONE I : 5 18 S F x 0, 17 = (58. 1 C F L RFA5,'NABLY IMPLIED AS NE�E55ARY TO COMPLETE_THE WORK. FIBERBOARD PANELS X� O 3. IKTER;"i,SCFrITSP.NUATCH XI T FIMING. LLMATCH EXISTItJG. 257/1 6" Bd 3"cDGE/G"FIELD CANT LjC / X�1 \\ PROVIDE ( I ) 6' DIA x 4'-0"D DRYWELL (89.3 CF 30� 2. ) 2 w_. IP.:rER!JR TRIM_`diALL MATCH EXISTING. 25✓C2' 81 3"EDGE/6"FIELD \ ( ) 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d cooler; 7''EDGE/ 10"FIELD y ',� IR A Ad FRAMING LUMBER SHALL BE GRADE 5TAMPED DOUGLAS F(R-LARCH 5TRL'CTUR41 GRADE-NO.2 MARDBOAR-D bd (TABLE 3.9) CO OR BFITER. PARTLCALBCAP 4'D PANELS t%d (I ABLE 3.9) �� .+9 - B ALL ENGINEEPF_D LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD 511LATHING Q AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS I"xG"OR I N8" 2-8d PFP SUPPORT ^ �X ' v8•��� C.ALL SHEATHING RJ BE APA RATED,EXPOSURE 1,TrilCKNE55 AS INDICATED. "x I O"OR WIDER 3-8d PER 5UPPOR7 / D. ALL SUB FLOORING TO BE APA RATED 57URD-I-FLOOR,EXPOSURE 1,3/4"MIN THICKNP5. E.ALL HEADERS 6'0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"An:D OVER. FLOOR SHEATHING WITH TRIPLE UPRIGHT5.ALL HEADFP5 SHALL BE A MIN.CF(2)2"x8"OR A5 5Hi7N"J Ot,l DRAWWG. STRUCURAI.rANELS -M F.SOLID BLOCKING SHALL BE PROVIDI'_D rOP,ALL JOI51,�)AND FLOG BFA:45 A5 PFP BCNt5 2020 I"OR LESS 8d C'EDGE/ 12"FIELD x X pQ( FOUND / x-1.OR A5 NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SrACF- FOR AIR CIRCULATION IN ROOF. GKLATFP THPA 1" G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(3T AIR5,ETC.)OP AS NOTED CN DRAWINGS. DIAGONAL BOARD SHEATHING C'1 OtOGE/G"FIELD CP H.PROVIDE DOUBLE UP FRAMING UNDER.ALL 1'05T5 AND PARALLEL PARTITiON`_•:CP AS NOTED ON I"x6"OR I"x8" 2-8d PER SUPPORT DRAWING. I'x 10"OF WIDCP. 3-8d PER SUPPORT t X 1 1.ALL FLUSH WOOD CONNECTION5 SHALL BE FASTENED WITH RATED GALVANIZED METAL `\ CCNNFCTORS PY"5IMP5ON"OR APFROVFD COI IAL. 1 � \ `^ Q ' ` I.NAILING 5CHEDUL F SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. 4 ALL 2"x6"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERICRNAILS SHALL BE `r x t GALVANI7ED. SEE ATTACHED NAIL'haG SCHEDULE. A K.PLYIVOOD SHEATHIPIG TO BE NMI ED 8d (c'NAIL5 4"O.C.EXTFFIDR,EDGES AND Gd NAILS @ 12" °CT r/ I O.C.INTER.',"FDIATE SEE ATTACHED NAILING SCHEDULE. �r , Xzq vyyc` 1 I q'w t ra L. ALL INTERIOR Ac'D L Fp.':)R.F!NISHr5 TO Bk`SELECTED BY'O`,'✓NPR. N1. P,LI., C'F F.AFT-� SHhLC BL ATTACHP0 10 THE PLATE AND STUD:•V,TH GALVANIZED HURRIC:^Atf � �C` x T',T'E.C?i•'h1ECTOP5 BY"51MP50N"OR APPROVED is %J,aL FOR TIJBFR,PILE FOUNDATIONS,PRC`✓IDF � �~/ X�t - \ HUPK!CAN`CLIT�S AT ALL PERIMETER JOISTS TO GWDEP.CONNECTIONS. '?;'•"' 5.P•LL NE'.V V✓INDCWS TC BY THERMAL INSU ATE[)Lc:1A'E GLASS;',A'ITH AR-C-CtJ± 5,IPA 4CT RECI`;TANT AS �` \ Q , X I // \ REQUIRED. C` G.LOAD Pi+'�F,ARE INOV-ATEU B', SFCTIUN DRAWINGS. `` F-''t: FR ��2 y , xZ2 X•I&4 ?.CONNECTIONS SnALI_BE BUILT IN P.000RDPd•:CE WITH ANSI/AP/B PA WCPM-1995.(5EE NA.ILlt1G -- �� ';;;;;F !t , (USA P e Hr�o�• PROPOSED \\ d\ SCHEDl1LE) 8. FLASHING•AT ALL WINDOW'AND DOCK OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED ' <;I�'-:nn,,,,or: UC k f ti DRYWELL / \ THESE PLANS ARE AN INSTRUMENT OF SERVICE MEM'JRANE. t:� J ^� /" 9.FL.ASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNFY5 AND CRICKETS SHALL BE ALUMINUM. , \ j / \ AND ARE THE PROI7ERTY OF THE.ARC ITLCT, \ / / INFRINGEMENT'S WILL BE PROSFCUTED 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT a"'t < STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND Q� \`f/ I \ 2023 AilRICiNTS RESERVEDCHIVNEI'.AND ROOF AND WALLS. < 1 1.INSD''ATION SHALL BE BATT IN5ULATiON OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE CO Rlv E R �� 2-I/2 ib. DENSITY FbER-GLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS / f T GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL`,PRAY-IN FOAM INSULATION(R-6.5 PER i j `ia S D� INCH)BY ICYNENE INTERIOR APPROVEDSHALL EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS HOLDDOWN X-z �/' �,\` .{ r �,,,, GSF�A�� 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. / /� 13 NEW HARDWARE SHALL MATCH EXISTING,UNLFFS CONI PC)R%G O OWNER. ^`'-'!FF''F' _ Mry // DEMOLIsti AND �Pf'-.OP05ED� \ C '`"- La��MF f 14 GYPSUM DO,,B SHALL P EASED EDGE TYPE,VFC1, QUAL.G TO ,A/, C36,AND SHALL BE REMOVE EXISTING B.3 f0.0 �Yq yQL i j Brown r :P rK 51 "'3Y U Gl"r'SUt.1 CO.OF.APPROVED EQUAL_. GYPS 1✓i WALL ' RD T`IGKNE55 SHALL BE x / /ADDITION i x (Fy �X Robert 1 e 1i2" k:.cr II,a:,,ol , •_\ p�j� SUNROOM AND DECK / / lC� V 3lv ' J SF I f 1 5 N L NC^5 AN7 RFFA.IREL%GYP'.BOARD SHALL BE l APED.ANI7 5('ACt.LCC TFIREE(3)COAT 5.ALL F^'TER TOR. '`+►. /�j' PROPO I-i) .�� O ( x Architect, P.C., CORNERS SHALL HAVE METAL CORNER BEADS. DECK z1IX FI I 1 I. NEW 4V"DOD FLGCRS TO BE SELECTED BY OWNER.,.SANDED AND41 ' 2. EXI51ING WOOD FLOCR.5 SHALL BE SANDED AND REFINISHED, � l � _ IF Rpj � w � DR AY � 4' / f � � �Q ` 20 Bay Ave. Greenport NY 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OV✓NCR AND INSTALLED WITH THIN SET ! CU 'IO aS , w P j 1 Q ✓� p , t _ .,� j info@ribrownarchitect.com ADHESIVE NC' '(�o,I, 8`�9• � �r � h - •-.•-- ._. .,• s-� / _ 4.EXTERIOR PAINT SHALL BE!ATFX ACRYLIC E,Y BENJAMIN MOOPP OR AF;'ROVED ? DEt\10�ISF1 p 3 477 975 `v TEST OL@� N Fj!�A��2 STO Pu,1 �✓E EXI T/NG I �. j 1 FQUAL,APPLIED IN ACCORDANCE WITH MANUPACTUF'`_R'5 51'ECIFICATIONS AND NF'' .F,:,;.,;.;.,, r, ,:r, _; jAQx RECOMMENDATIONS. COLOR TO BE SELECTED. "" F:.Cr^:; •r 'a't '." M / %st f y0U RY b SUNI�OOM < D DEC 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS A.PFECTED BY THE WORK SHALL „r:I .a:>r:r.•:r-.e„;,%F;:-r- PAIBE NTEDr1PAINTING SHALL BE TWO(2A!IC,TS BC JAED AND REPAINTED. ^MIN MOOR BAQUA!PEARL LATEX _ ��R� E� �? Sf RIDGE CROSS SECTION AND VIEW `S1, �'� N � PAINTED,COLOR 5 A SELECTED. 9 VN�QROp ` I N OF THE LAIN FOR ANY PERSON, �pptKc ( + i //"� -- ----- ' /� t IT ISAVIOLATIO G. INTERIOR TRIM SHALL BE LATEX SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) j UNLESS ACTING UNDER THE DIRECTION OF A COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT . � ?4,4. Q / f HVAC S 81'39'20" E cONcscA�£ fCrp/0 - ` � I / t j jf LICENSED ARCHITECT,TO ALTFR ANY f`FEM ON 49.20' �p �Oop x / R w t // ---- __. -- - j j THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1. CE55 R ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT THE AND SERVICES >Q,1 X A�,V I /, �' _ !- s/ jj12x-, ALTERATION MUST BE NOTED.SEALED;AND NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING ANICCS � itr � ` .� A J° , DESCRIBED IN ACCORDANCE�h'ITH THE LAW. AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THF2020 MECHANICAL 0 CODE of NEW YORK STATE,OR REA5_�NABLY IMPLIED AS NFCE55AR,Y TO COMPLEI E NYf k Opk ^ \ xT IO WOREim 2.CXI5TIPIC BOILER TO REMAIN. ,ee BRICK StEpg IQ i T // X3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN EXTENT D',;cfwc K,A.:; "'� "` -'OVER 2W x q \ xk5 84 /NECESSARY, _ _ . RE � wC ! \ _.._ _.... r - FLAG ` ... _ x 8'° n OI r OF pA FOUNp \\ - i __,_... W /fo��y,4.PROVIDE AIR-HANDLERS,DUCTIVOP,K,AND CONTROLS AS NECESSARY TO _-.--__. V '°- n C t YY 1 fP1Ck' ITC. ION. r COf/r'LC(C THE WORK FOR,AIR C0IJCITIONING IN ALL ZONES. _ -- --- �S •,.,,..•* ASP �•- ... �'° / ry � ,�`• '�- .� PLUMBING _ xr M ROADWAY J s .- W K�y• r', ". pip I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATI^N, EQUIPMENT,AND 5FRVICE5 8 O NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWIN'S .- ilZ 1? O�00 /O �S�pS� i1 }RC 0'� S y ,,i•p• 1 AND SPECIFICATIONS AND THE 202o PLUMBING CODE of NFW PORK STATE,OR -. .- - „ REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. v :,r ,= en,, r,c ; Ira 7 --`---- -'"" X-2.7 x 2.COtII`Ot,M T:'THE NEW YCRK STATE ENVIRONMENTAL CONSERVATION LAW WITi ^r f'- w �pUBUC ENS7 REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE i•:'F'.F :---. 6' WAS R .- o ---- •� - •� - ----- "" - ' (_ ;`` , AFPF,OVED"!1`;T CIF CERTIFIED WATER SAVING PLUMEWIG FIXTURES"A5 PUBLISHED BY 3 1 h F NItiV"IRK STATF DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ° •^" ^ .-... ^` 3. ALL'/v,)RK ON THE PLUMBING SYSTEM SHALL BE PERFORMED DY OR UNDER TIE ," 5`^ ---. ._--------'-' '�'- '� -...-- 5UPLRVI5,!ON OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE -- - --- --- _. J' FLAG PLL'MBCR SHALL PROVIDE A SOLDER CERTIFICATE A5 REQUIRED BY THE TOWN OF : G� .�r _ - _ u ECLD, FLOG -" CLIENT/OWNER 4.THE CON,TP.ACTOR SHALL OBTAIN,SUBk,.11T,AND PAY FOR ALL PERMITS, --•--- FLAG � FLAG � FUG a� � (AND A '_' ` -""'----...•'-�•-- - -"' -'-' '_�-i e_ .._ CERTIFICATIONS,LICENSF5 AND IN5PECTION5 A55 REQUIRED BY LOCAL,STATE,AND FEDERAL AUTHORITIES.AND ANY OTHER APPLICABLE JUPI5DICTION. = I ON'M(�MeO RF�ic ELECTRICAL FL�,oR AL 20 ONn� WECHSLER 1. FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES olsT ? F �` �3 �` 0S AS SAG TE`'T HOLE DA TA NE ELECTRICAL 5Y9TT SQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW • U�nNC,DH N ��'� ERIC & P��IL ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: I ' PA CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, ` ,"• (TEST HOLE DUG BY_Ic3�,Q 'AID GEOSCIENCE ON DECEMBER 12, 2002) SERVICES, , GROUNDING, DISTRIBUTION AND PROTECTION EQUIPMENT,AND CONNECTIONS TO ,�\ FL .,,t 0. i795 PIPES NECK ROAD APPLIANCES, GRCUPJDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES �: � 1 WITHIN THE SCOPE OF THE ,NORPK MS SHOWN ON THE APPLICABLE DPROJECTWINGS AND MIXED SAND 8 LOAM GREENPORT, NY 11944 AND SPCIFICATICNS AND A.5 NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND ! � •^'a-:°:r r.,t.-"'t:r:..r : !-;� INCLUDING-CONNECTIONS TO I'P.EVIOUSLY INSTALLED TRANSFORMERS AND n';c• ELECTRICAL DISTRIBUTION 5"5TEM5. PALE BROWN FINE TO COARSE SAND SW 2,ALL WORK SHALL C HE NATIONAL 1 TO THE REQUIREMENTS OF THE 2070 BUILDING CODE o , BASED O N SURVEY BY: EL of NEW PORK STATE,THE NATIONAL ELECTRICAL CODE, NFPA NO.70-201 7(NEC), 5.6' FLAG PROJECT TITLE LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(0511A),THE 1 n`, % NATIONAL ELECTRICAL MANUFACTURERS'A55OCIATIC,N(NEMA)AND AM'OTHER I _ ! N ATH AN CO RWI N III LAND SURVEYOR I WATER IN PALE BROWN FINE _ DATED: 16 DECEMBER 1997 LOT COVERAGE: TO COARSE SAND SW GREAT ROOM AND AFPI(CABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY 3,ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERW WHICH -- I EX 15T I N G STRUCTURE: 7 5 1 S F 1 1 DECK ADDITION LASORATORIES,INC.LABEL AND BE SUITABLE FOR THE EPJVIRONMENT IN WHICH THEY Ftoor REVISED: 2 3 MARCH 2 003 WILL ET:INSTALLED. EXISTING DECK: 392 SF O6T 4.ALL WORK ON THE CLECrRIGAL SYSTEM SHALL BE PERFORMED BY OR UNDER TI-E 5UPER'✓I5!Otq Or A PROPERLY LICENSED MASTER ELECTRICIAN. �,- 5 THE CONTRACTOR,SHALL OBTAIN,SUBMIT,AND PAY FAND fE PERMITS,LICFN5HOPITICS SCTM: 1000-53- I - 14 EXI5T1 NG TOTAL: 1 , 143 5F WATER 1N GREY CLAY CH AND INSPECTIONS PL REQUIRED BY THE LOCAL,STATE,AND FEDERAL A'JTHORITICS, DRAWING TITLE AND ANY OTHER APPLICABLE JURISDICTION. LOT 51 ZE: 15,443 5 E G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES AREA: 14 558 5F (0.33 AC) SHALL BE CONNECTED ON THE LIGHTING CIRCUITS WITH NO INTERVENING WALL �ti EXI5T1 NG COVERAGE: 7.47o GENERAL NOTES SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AVD BATTERY'POWERED ALARMS '' ! ARE KOT ACCEPTABLE, ALARMS SHAI-L BE INSTALLED ON EACH LEVEL ON WHICH ;.� �1 ZONED: R-80 5LEEPING QUARTERS ARE LOCATE[). 7. 25' SITE PLAN YORKS STATE,THE IN NATIONAL WITH ALARM 2020 O.72-1993SHALL13ECODE NEW - - - v ELEVATIONS ARE REFERENCED TO NGVD 1 929 DATUM EXISTING TOTAL: I 143 SF PORK 5TATE,THE KFPA NATIONAL FIRE ALARtv1 GODS Tao.72-!993 SHALL BE �. ° UPLIFT CONNECTIONS , WATER IN BROWN FlNE PROVIDED OUTSIDE EACH 5EP.4RATE SLEEPING AREA,III EACH SPLEEPING AREA,At1D ON EACH FLOOR LEVEL. DEMO EXISTING 5 U N KOO M: -6 7 5 F TO COARSE SAND SW C' ^1TRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR SMOKE AND C 0 N N E C T I O �� 5 D E T A I L BURGLAR,-,L„KN��>A�.'JECE55ARY. _�-- - DEMO EX 15T I N G DECK: -3 9 2 5 F 31 �` 1Z OCTOBER,202.3 SCALE SITE PLAN PROPOSED ADDITION: 5 18 SF DRAWING NO. PROPOSED DECK: 301 5F SCALE: i " = 30'-011 PROPOSED TOTAL: 1 ,503 5F EXISTING EXCEPT AS NOTED PROPOSED COVERAGE: 9.7% ISSUES/REVISIONS WINDOW SCHEDULE MODEL SIZE TrE LITE QUANTITY NOTES A CX 16 21-8" X 6[— 1 11 CA55AENT - 6 MINIMUM 1 8"TO FINISHED FLOOR NOTE: ALL WINDOWS TO BE ANDERSEN 400 SERIES NOTE: ALL WINDOWS TO BE Wh ITE INTERIOR ANE BLACK EXTERIOR A q A4 A4 V.I.F. 19'- -2" MINIMUM 1 0'-0" FROM PROPERTY LINE O O O O 5'-2" 1, 2'-1 1" 2'-1 1" 2'-1 1" 5-2" 30 HANDRAIL TO CODE(TYP.) -� 4'-0" w/HORIZONTAL WOOD SLATS PROPOSED / OUTDOOR ,/ NEW 2xG EXTERIOR CONSTRUCTION \� NEW/2'5HEETROCK ON WALLS AND CEILING N SHOWER / CD-X RATED PLYWOOD SHEATHING m TAPE, SPACKLE, AND PAINT 3 COATS / VAPOR BARRIER 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) EXTEND EXISTING FORCE AIR HVAC in R-1 5 BATT INSULATION DUCTWORK AS NECESSARY NEW HORIZONTAL 8" NICKEL-GAP HARDIBOARD SIDING PROPOSED GREATROOM / 5 18 SF N TO BE LEVEL WITH EXISTING FLOOR w O NEW HARDWOOD FLOOR TO MATCH PROPOSED BALCONY EXISTING O /, 487 SF N Wp NEW OOD / Q STE TO IPE WOOD DECKING TO MATCH DECK NEW ANDERSEN 400 SERIF o `9 = COD (TYP.) w w / EPDM RUBBERIZED ROOFING I FWG 12080-4 F o u SLOPE 118" PER FOOT El EJ Q GLIDING PATIO DOOR J v C,I N - W O 0 m � PROPOSED DECK 0 p N 301 SF oC z \ cEl E I x lu NEW IPE WOOD DECKING FGI.0�1 � \ NEW 4" POURED CONCRETE O z \ PAD WITH PERIMETER HAUNCH. 10" BUILT-IN \ \ TO BE LEVEL WITH GRADE. -- - cn BOOKSHELF � 4" GRAVEL UNDERNEATH (TYP.) WITH DOOR N \ +9'-4"CEILING 5'-7,'l/2" \ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. �O +8'-0"CEILING INFRINGEMENTS WILL BE PROSECUTED \ 2023 ALL RIGHTS RESERVED 2GG8 W �\ 20G8 N 3'-1" WN NEW HARDWOOD - Robert I. Brown �p NEW POURED FLOOR TO MATCH N 8 CONCRETE = NEW EXISTING NEW � 3C✓>8 8 B NEW BALCONY TO BE LEVEL Architect, P.C. STEPS w/ 3068 WITH EXISTING FLOOR A4 BLUE5TONE EXTER'OR EXTERIOR A4 A4 55 PAVERS `� @ri eo brownar h tc rt NY nf?ot com N 2668 631-477-9752 3'-3 1/2" 7'_0" 2'- REMOVE EXISTING WINDOW NEW EXTERIOR NEW WOOD DOOR IT IS A VIOLATION OF THE LAW FOR ANY PERSON, STEPS TO UNLESS ACTING UNDER THE DIRECTION OF A EXISTING KITCHEN CODE(Tl'P.) LICENSED ARCHITECT,TO ALTER ANY ITEM ON EXISTING BEDROOM TO REMAIN ALTERATION MUST BE NOTED,SEALED,AN THIS DRAWING IN ANYWAY. ANY D TO REMAIN 1 DESCRIBED IN ACCORDANCE WITH THE i EXISTING BEDROOM EXISTING BEDROOM 1 TO REMAIN TO REMAIN i � • �'Ru M VL x [r\ ==/n I I EXISTING DOWN--- BATH ROOMFl TO REMAIN J CLIENT/OWNER a WECHSLER ERIC & PHIL 1795 PIPES NECK ROAD GREENPORT, NY 11944 EXISTING MASTER BEDROOM EXISTING DEN EXISTING LIVINGROOM TO REMAIN PROJECT TITLE TO REMAIN TO REMAIN GREAT ROOM AND DECK ADDITION DRAWING TITLE FIRST & SECOND FLOOR PLAN FI RST ELOOK PLAN SECOND FLOOK PLAN SCALE: I/4" = I -0" 12 OCTOBER,2023 SCALE EXISTING EXCEPT AS NOTED SCALE: I/X = I -0" A i/4"=i'-o" EXISTING EXCEPT AS NOTED A4 A DRAWING NO. Ail A4 ISSUES/REVISIONS s I 3G" HANDRAIL TO CODE (YP.) 3G" HAND DE(TY ) 1 w/HORIZONTAL WOOD SLATS w/HORI OOD 5LA -17 I x8 AZEX TRIMBOARD x NEW HORIZONTAL 8" NEW HORIZONTAL 8" 1 d A2EK 1:RI445QARD NICKLE-GAP HADRIDOA RD NICKLE-GAP HADRIBOARD SIDING SIDING i 4 PROPOSED = = PROPOSED LLIJ OUTDOOR i0 OUTDOOR NEW SHOWER — SHOWER 30G8 --- EXTERIOR 9'-2"lo NEW CONSTRUCTION NEW CONSTRUCTION EA,DT ELEVATION (SIDE) SCALE: I/4" = I'-0" NORTH ELEVATION (REAR) EXISTING; EXCEPT AS NOTED SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2023 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 30 HANDRAIL TO CODE(TYP.) t ( ; yy �a i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, w/HORIZONTAL WOOD SLATS ! _ j UNLESS ACTING UNDER THE DIRECTION OF A �I ,b LICENSED ARCHITECT,TO ALTER ANY ITEM ON s� _ i`; -_ �°: THIS DRAWING IN ANl'WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. I xb AZEX TRIMBOARD NEW HORIZONTAL 8" NICKLE-GAP HADRIBOARD r�`I SIDING NEW f� w 30G8 --_— CLIENT/OWNER EXTERIOR WECHSLER 1795 PIPES NECK ROAD GREENPORT, NY 11944 lo NEW CONSTRUCTION PROJECT TITLE 11VE5T ELEVATION (SIDE) GREAT ROOM ANDDECK ADDITION SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED DRAWING TITLE ELEVATIONS SCALE 26 SEPTEMBER,2023 1/4"=1'-0" DRAWING NO. I i ISSUES/REVISIONS A T EXISTING ROOF TO REMAIN 9'_2" NEW(2) 2x8 ----------------------------__ — O 10" d+a. 50NOTU13E HEADER I xG COMPOSITE DECKING TO MATCH DECK ——— _ EPDM RUBBERIZED ROOFING I I I I 30"x 30"x 8" POURED SLOPE 1/8" PER FOOT 3G" HANDRAIL TO CODE(TYF.) I r———————————- r— ————————— 8'-8" CONCRETE FOOTER w/#5 REMOVE EXISTING WALL AND WINDOW w/ HORIZONTAL WOOD SLATS I I L——J I i I I I REBAR IN EACH DIRECTION. REFRAME FOR NEW DOORWAY _ ( MINIMUM 3'-0" BELOW GRADE 2) 2x8 HEADER MINIMUM V.I.F. , I 8'-10 1/2" 8'-10 1/2" I L- J ON UNDISTURBED SOIL NEW R-15 BATT INSULATION IN ALL EXPOSED CAVITIES w NEW EXTERIOR DOOR — --— — _ 28G8 -- i x8 AZEX TRIMBOARD I 12x8 JOISTS @ I G"O.C. i y' 1 1 7/5"TJI 5GO JOISTS @ I G" O.C. rtT ?' I I I I N o 7.5"CLOSED CELL SPRAY-IN FOAM I I I I I w INSULATION ( 50) (2) ?_x8 HEADER(TYP.) I I r———I I L cv (2) 2xG STUDS BETWEEN WINDOWS L I I I I IF I I r— I__..v__� NEW 2xG EXTERIOR CONSTRUCTION I I I I N CD-X RATED PLYWOOD 5HEA.i"ING 3'-0" I 2 = VAPOF.BAKRIER I I w I O + m 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) CD EXISTING STRUCTURE TO REMAIN uj E K-1 5 BATT INSULATION �D r——1 p I I m fi NEWY"SHE ROCK ON W �S AND C LNG NEW HORIZONTAL 8" NICKEL-GA;' HARDIBOARD SIDING `t I I I I O PROPOSED CRAWL SPACE TAPE, 5PA LE, AND PAIN 4 COAT5 N I I o 2" RAT SLAB I Q XI NEW FLOO TO BE LEVEL I I I ~ L Y4" FLYWO D SUBFLOOR I ( I 1 G"x I G"CONCRETE N I I o 10 az NEW FLOG ING TO BE SELECTED BY OWNER I ( I BLOCK PIER N i II p I `? 30"x 30"x 8" POURED r——, I I U y 2x8 JOISTS @ I G" O.C. w/ R-26 BATT INSULATION I I I I CONCRETE FOOTER w/#5 I I I Q ao (2) 2x8 DROP BEAM ON CONC. BLOCK PIERS NEW 4" POURED CONCRETE REBAR IN EACH I I I I cv PAD WITH PERIMETER HAUNCH I I i I DIRECTION. MINIMUM L--J { I Q TO BE LEVEL WITH GRADE N I I 3'-0" BELOW GRADE ON ; O 12"#5 REBAR ANCHOR BOLT I I 4" GRAVEL UNDERNEATH (TYP.) I I UNDISTURBED SOIL. I II � r—4. -1 5ECUR.ED IN EXISTING I G x I G"CONCRETE PROPOSED CRAWL SPACE I G x I G' CONCRETE I I L FOUNDATION WALL w/EPDXY BLOCK PIER BLOCK PIER @ 1 2" O.C. VFRTICALLY I I I I J 2" RAT SLAB m i i I I L—2x8 JOISTS @ I G" O.C.--7 L— J 30"x 30"x 8" POURED 30"x 30"x 8" POURED I I I I II EXISTING STRUCTURE TO REMAIN CONCRETE FOOTER w/#5 CONCRETE FOOTER w/#5 I I I I I Q REBAR IN EACH REBAR IN EACH L—— I I I I L DIRECTION. MINIMUM DIRECTION. MINIMUM I L---� f—I— �'--------J I n- 3'-0" BELOW GRADE ON 3'-0" BELOW GRADE ON I I I I I I o v UNDISTURBED 501L. UNDISTURBED SOIL. i I r o I m 3-0" I L--J I G-0" `x - SECTION A x i t 1 1 N B O I I I I I O B THESE PLANS ARE AN INSTRUMENT OF SERVICE F A4 I I 1 2"#5 REBAR ANCHO BOLT I I ui Aq AND ARE THE PROPERTY OF THE.ARCHITECT. SCALE: 1/4" = 1'-0" I ( SECURED IN EXISTING I I — — r— INFRINGEMENT'S WILL BE PROSECUTED EXISTING EXCEPT AS NOTED I ( FOUNDATION WALL w/ PDXY I I ! I I I O @ 12 O.C. VERTICALL I I I a023 ALL RIGHTS RESERVED i I I EXISTING CUT 3'-0" OPENING EXISTING — SEWAGE IN EX15TfNG OIL OUT CONCRETE WALL TANK 3'-8" 8'-G" G„ Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com EXISTING 631-477-9752 AIR HANDLER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, LAUNDRY 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 I xG COMPOSITE DECKING TO MA H K DESCRIBED IN ACCORDANCE WITH THE LAW. EPDM RUBBERIZED ROOFING SLOPE 1/8" PER FOOT EXISTING GEOTHERMAL NEW BALCONY TO BE LEVEL HEATING COIL WITH EXISTING FLOOR 2x8 JOISTS @ I G" 7.5"CL05ED CELL SPRAY-IN FOAM (2) 2"5 ``HEADER (2) 2x8 HEADER `.' (�) IN ULATION (R-50) ) r f "W 3OG8 NEW 30G8 UP EXTE OR DOOR -1 EXTERIOR DO CLIENT OWNER PROPOSED DECK / WECH NEW IPE WOOD DECKINGSLER NEW WOOD NEW WOOD FLOORING TO STEPS TO 3x8 LEDGER BOARD ANCHORED1 TO= BE LEVEL WITH EXISTING NEW POURED CONCRETE ERIC & PHIL CODE (TYF.) STRUCTURE (2)TWICE @ 24" .C.. STEPS w/BLUESTONE PAVERS EXISTING 2x8 P.T. JOISTS @ I G" O.C. r 2x8 JOISTS @ I G" O.C. ELECTRICAL w/R-28 BATT INSULATION PANEL 1795 PIPES NECK ROAD 1(2) 2x8 P.T. DROP BEAMGREENPORT, NY 11944 4x4 P.T, POST SECURED PROPOSED CRAWL SPACE w/METAL POST HOLDER10" d+a. 5ONOTUBE1? 2" RAT SLAB 60 PROJECT TITLE 30"x 30"x 8" POURED • • • • • • • • • FOUNDATION PLAN GREAT ROOM AND CONCRETE FOCTER w/#5 REBAR IN EACH DIRECTION. 8" POURED CONCRETE MINIMUM 3'-0" BELOW GRADE FOUNDATION WALL w/#5 SCALE: 1/4" = 1'-0" A DECK ADDITION ON UNDISTURBEDR SOIL SECTION IJ REBAR CONTINUOUS. EXISTING EXCEPT AS NOTED A4 8"x I G" POURED CONCRETE FOOTING w/ SCALE: 114" = P-O" #5 RE13AR CONTINUOUS. DRAWING TITLE EXISTING EXCEPT AS NOTED MINIMUM 3'-0" BELOW SECTIONS GRADE ON UNDISTURBED SOIL. FOUNDATION PLAN SCALE 12 OCTOBER,2023 j 1/4' DRAWING NO. A4 ISSUES/REVISIONS WP OUTDOOR SHOWER 110 UP w/CLEANOUT 0 � n EXTEND EXISTING FORCE AIR HVAC \ DUCTWORK AS NECESSARY I / \ / ' LEGEND i K) $ LIGHT SWITCH 3 = THREE WAY D = DIMMER ® JAM SWITCH / \ I OUTLET NEW GFI= GROUND FAULT INTERUPT HOSE / \ 220 = 220 VOLT BOB 1- 4.01 4 = QUAD OUTLET 401)- - � / FIXTURE \ S= SURFACE MOUNT PROVIDED BY OWNER.y1 R= RECESSED PROVIDED BY CONTRACTOR FO WALL SCONCE THESE PLANS ARE AN INSTRUMENT OF SERVICE / PHONE AND ARE THE PROPERTY OF THE ARCHITECT. \ / INFRINGEMENTS WILL BE PROSECUTED / TV CABLE SE NETWORK CABLE 2023 SPEAKERS ALL RIGHTS RESERVED Q 3t 4 � Q ALARM KEYPAD 4 THERMOSTAT _r Robert I. Brown ELECTRICAL EXISTING ® VENT Architect, P.C. EXISTING TO REMAIN SD SMOKE DETECTOR ELECTRICAL TO REMAIN EP ,S Ave. Greepport NY H ELEC. PANEL HEATER IlIo@rlbrowna hrtect cOm ( � 63 U PHONEJCOMM. 1-477-9752 - - LIGHT TRACK PC PULL CHAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, FL PORTRAIT LIGHT 5'6"TO CLOCK OUTLET UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON Ll THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND Z DIRECT LIGHTING DESCRIBED IN ACCORDANCE WITH THE LAW. CO CARBON MONOXIDE DETECTOR HOSE BIDE, / EXISTING EXISTING ELECTRICAL ELECTRICAL TO REMAIN TO REMAIN CLIENT/OWNER WECHSLER ERIC & PHIL 1795 PIPES NECK ROAD GREENPORT, NY 11944 PROJECT TITLE GREAT ROOM FI R5T ELOOK ELECTRICAL PLAN ADDITION SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED DRAWING TITLE ELECTRICAL PLAN SCALE 12 OCTBOER,2023 1/4"=1'-0" DRAWING NO. l