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HomeMy WebLinkAbout50012-Z TOWN OF SOUTHOLD "= BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD7 NY y '�IM�itifc BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH 0111E SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50012 Date: 11/9/2023 Permission is hereby granted to: Hoffman David 225 Fifth Ave A t 11 E New York, NY 10010 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1275 Ruch Ln, Greenport. SCTM #473889 Sec/Block/Lot# 52.-3-14.1 Pursuant to application dated 10/16/2023 and approved by the Building Inspector.. To expire on 5/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,875.00 CO-ADDITION TO DWELLING $100.00 Total: $1,975.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 littps.' Lwww.soqq11 ftowiy. py Date Received APPLICATION FOR BUILDINGa For Office Use Only PERMIT NO. 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 Owners Authorization form(Page 2)shall be completed. Date:10/4123 OWNER(S)OF PROPERTY: Name:DAVID HOFFMAN scTM#1000-052-03-14.1 Project Address:1275 RUCH LANE, SOUTHOLD NY 11971 Phone#:917-855-9099 Email:davidghoffman1 @gmail-com Mailing Address:225 5th Avenue - 11 E New York, NY 10010 CONTACT PERSON: Name:KATHERINE SAMUELS Mafling Address:25235 MAIN ROAD CUTCHOGUE NY 11935 Phone#:631-734-6405 Email:RATE@SAMUELSANDSTEELMAN.COM DESIGN PROFESSIONAL INFORMATION: Name:(SAME AS ABOVE) Mailing Address: Phone#: Email, CONTRACTOR INFORMATION: Name:TBD Mai.lJ'agAddress: — Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑tier 700,0M Will the lot be re-graded? ❑Yes W'No Will excess fill be removed from premises? ®Yes ®No g u ��waw.�w,... r�....�. �^^ ^'^rvwrwRamrwvrvomin... w:.wnwaww�imura PROPERTY INFORMATION Existing use of property:RESIDENTIAL Intended use of p roperty:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? F]Yes®No IF YES,PROVIDE A COPY. M f„i°ieck Sox 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 Bullding Zone Ordinance of the Town of Southold.Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of bulildings, 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):KATH ERI N E SAM U ELS IMAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF iVEW YORK) SS: COUNTY OF f< ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the __ V eqy (Contra or,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 Aff `"--z O day of ®Ckira 20 Notary Public SHENICE CHARLES NOTARY PUBLIC,STATE OF NEW YORK PRORILK QUALIFIED IN NEWYORK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES FEBRUARY% I, 20 Altli— residing at, S f"7 il k- Aitt �"17/rdo hereby authorize, to apply on to the Town of Southol uilding Department for approval as described herein. - /e z 3 Owner's Signature Date c� Print Owner's Name 2 PROPOSED WATERLINE FOR OUTDOOR SHOWER 'e EXISTING SEPTIC SYSTEM TO BE REMOVED AS PER SCDHS REGULATIONS w PROPOSED 8'0 X6'DEEP DRYWELL C> s PROPOSED HYDRO ACTION ANGOO TREATMENT TANK- DESIGNATED FOR SWIMMING POOL BACKWASH SUITABLE FOR 6 BEDROOMS(660 GPO) WITH LOCKING COVERS TO GRADE CONTROL PANEL WITH GFI SERVICE OUTLET -+s,. PROPOSED WO x 6'DEEP DRY WELL ` VENT WITH CARBON FILTER AND HYDRO ACTION HPBOCOMPRESSOR \ FOR OUTDOOR SHOWER 8 ROOF RUNOFF TO BE INSTALLED WITHIN VIEW OF TREATMENT TANKee-- wl2-8 0 x 8 DEEP LEACHING POOLS fj �1 EXPANSION POOL FIN, \ ti. .� I PROPOSED 1STORY GARAGE ALL SITE DATA SUPPLIED BY NATHAN TAFT CORWIN II LAND SURVEYOR PROPOSED ROOF RUNOFF DRAINAGE O �+-wl OUTDOOR SHOWER JAMESPORT,N-Y,0124,23 (3)0'O x 6'DEEP DRY WELLS ' " /� ' f FEE:21,31 FIRSTFLOOR FOOTPRINT:532FT' ECTMOLDO.52-08.14,1121,681 SF 1,496 ACRES ^� ELEVATIONS NAND 1980 DATUM POSED SITESUPPLIED BY SAMUELSBSTEELMANARCHITECTURE EXISTING 1-STORY 3 BEDROOM RESIDENCE FFF-:23-3(GARAGE FFE 21.9 X FIRST FLOOR FOOTPRINT:2153,9 FT' z¢ Sm—mx.OUN.iiE=ne't'.ic4 OC H-S RvceS (n w/A PROPOSED 2ND STORYADDITION 3� i } / y @ F" T'OR API-1;01 C.N5TRLCTIDY F"i3 A LTJ B FIRST FLOOR RENOVATIONS ( SINGLE F-I,REGQELCE ONmY �— w12 ADDITIONAL BEDROOMS ADDED _.%t s . BCD - 3R 221O FOR� f; ffi kg - YFAfi.Fc,hGR EG APPTO4r_ WQ = Z i. \ a U 7 I 41 4 � d €�.}4-� ''� `� .1 1 ;� / 'ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS.THE DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/WASTE C I � \ WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION.ALL SEPTIC Q Y''' \ .a+ 1 , _• AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. 'NOTE:A MAINTENANCE CONTRACT 8 CONTINUOUS MAINTENANCE IS REQUIRED FOR THE PROPER FUNCTIONING OF ALL IIA TREATMENT TANKS y+ EXISTING UTILITIES TO REMAIN - T T 5 A b (KKUPIP ft—VA," €T ERI RO ALAS BUSINESSES) NDORSEME T J(INNO I ALTERNATIVE E T SYSTEM INSTALLER) UGH n $ 9 _ ¶ )(IE TF LABOR,LICENSING AFFAIRS MAINTAINS A LIST OF LICENSED IIA OTS M= Iwl � E CO DEPARTMENTOF W G CONSUMER AFFAIRS- i SUFFOLK COUNTY ODE ANC ? E IRNWICERS , 'VI SANITARY SITE PLAN .- .: _ .. -ACCORDANCEwTH ARTICLE 9 OF THE SUFFOLK COUNTY �,- OO EDEPAR MEN GRANTING CERTIFICATION FCOMPLETED CONSTRUCTION ON'AS BOLT'PLANS. .T SCALE= Z. EXISTINGWELLTO BERE-USED € 3 A E ED OPERATION BETWEENHE MAINTENANCE PROVIDER AND PROPERTY OWNER FOR IRRIGATION- / = a MUST BE IN ACCORDANCE WITH ARTICLE 19 OF TO THE DEPARTMENT SUFFOLK COUNTY SANITARY CODES lrq o`MS REG STMT ON BY THE DEPARTMENT + / ' 4ALL NSTALLED UA OWAR TS E REQUIRED TO HAVE AN INITIAL 2 YEAR WARMMW6WME NTY AND OPETIONANCE SERVICE C /L NTRACT V TALLATION AND USE OF THE UA OWTS MUST CONFORM TO THE DEPARTMENTS APPROVED VA OWTS GUIDANCE Z r^ COGUMEW PREPARED IN ACCORDANCE WITH THE STANDARDS FOR-APPROVAL AND MANAGEMENT OF INNOVATIVE AND w Vl 2 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS'THESE STANDARDS COVER VENTING AS FOLLOWS 0 w) W 0A OWTS REQUIRES A VENT THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED VENT g Z Q PIPESSHALLEXTEND A MINIMUM OF 6 ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM CII - HORIZONTAL SEPARATION OF 12-TO THE SLOPED PORTION OF THE ROOF.IN CASES WHERE IT IS NOT PRACTICAL TO VENT w 2 LP THE SYSTEM TO THE RESIDENCE ROOF.A VENT PIPE MAY BF PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND r�V/ _ U) TERMNATE6 A MNMUM OF IB-ABOVE GMOE.THESE VENT PIPES SHALL BE LOCATED A MUMUM OF 3'FROM ANY WINDOW LL ¢ OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEUCE ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2- LI.I N 6,GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN A OWTS IS UTILIZED AS A MEANS OF SEWAGE D S SAL N - ADDTION.WATER SOFTENERS SHALL NOT DISCHARGE INTO ANM—S Q O T.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES THIS - MUST PROVIDE A NNG SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN ANO - HEARD BY THE OCCPANTS OF THE BUILOINGSERVED THE DEPARTMENT RECOMMErvOSATELEAIETRV DEVICE BE INSTALLED a _ TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE OBM AGREEMENT-A GH OUTLET MUST ALSO SE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE ANDTESTING EQUIPMENT.USE A DEDICATED 120 VOLT AC,20 AMP,SING—HNSE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR - SERVICE TO THE HYDRO ACTION CONTROL CENTER THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A - -_ CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK.ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST sa+ a_a SUNLIGHT.UNIT MUST BE HAROAVRED TO A DEDICATED 30 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND WwwG TO BE INSIDE CONDUIT. - DRAYIN4Y• AM k 9 INSTALL UA ONTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS ALL APPLICABLE RECOMMENDATIONS TEST HOLE PROVIDED ev THE MarvUFACTURER SHALL BE IMPLEMENTED.THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS DATE: 080723 L HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM SCALE: AS NOTED THIS VA OWI$,HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE,IS REQUIRED TO BE SAMPLED SHEET WITH THE FREQUENCY REQUIRED BY ARTICLE 15 FOR PROVISIONAL t OR 2 USE DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=ORS 19 MGI_ 1 DETAILED INSTALLATION,OPEMTION-AND MAINTENANCE REQDIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS p FOR VA_A SYSTEMS(1219.1])SECTION 13107,DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE GAME DOCUMENT-_SECTION 13106 OF-Z SHEETS I - - __ - I - - __ - __ - __ - - - � � _./ q . ( I (31";�, -3 1 ___ __ --....--�-----,�----------------- --.--------- _ _ I . ___ ­ -� - - -------- — A — ARCHITEC 3: � I - - ________ TITLE ___________________,_____,_ ------- _____,_ - ______ ____ ----------- . KEY PLAN i 6— ____ _______._____________________ - � - - - - - __ -----.----- S�A �z i L, 010 � ,", A I N 1 1 V-3 63/128" SA ' VIUELS+ - N 1 01'-0 121/128" E N 105'-2 47/128" i E-65'-4 167/256" E 123' -7 1/8" _ — � I ur44N -, � I ' A '211E - H -`2 M 'I N R""" N OVA 1" 0 It O' N D A'R "U"U' I --- STI .' ELMAN � 0 OOF "� A L -------------- / / . 1275 RUCH LANE _____ � // r SOUTHOLD NEWYORK __FF__ // 12—i 5 RUCH LANE SOUTHOLD, NY 11 971 8 / __ 0 / s � I // ADDRESS: .1 1. 11 "I ,.,7,., � , . __­,� ­­­­ ,­ ­­­ 1� ".,. , - , , , I , , � ___­ . ?: . �, .. �, ,. ., ­ -7 . / _ -7- , , """, , I I I I . "", I_­," I I I. I � � I "­"" 777,�,,,,,,7, / , , 1 1,1777", 'I, I 11� � I _,� , , 1 25235 MAIN )AD " , , � I I I I . I . I ''," � "I / . . � -,," � � . 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I ,I 11 "I , , ,��,,�,_��,,, " z; __-'.'� -____ _____ � TABLE OF CONTENTS--------,----___ _ _ , _,_______ � __ __-___ ­ ___ -, ------ ------ CODE INFORMATION BUILDING DEPARTMENT NOTES TEST HOLE � mmmmmmm 0 ____ _____.__.._____­__.__._.. .----. .--. - .-­-------- � e.000- �_ �s 1. NO CHANGE TO USE, EGRESS,OCCUPANCY. = CODE INFORMATION: wc< 4< CD NOTES:WATER ENCOUNTERED 16' BELOW SURFACE E6 ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, 2. THIS DRAWING IS FILED TO SHOW HOUSE RENOVATIONS,ALL EXISTING AND BASE BUILDING CONSTRUCTION :�_ PREVIOUSLY APPROVED. �> SHEET SHEET DESCRIPTION BID SET Lu DRAWINGS AND CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES, . cil- i T-000.00 COVER SHEET 1 . ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE 3. WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS,BY-LAWS, BROWN SILTY SAND (D � CES,CODES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING 11 ---------- SM i CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANTS i T-001.00 GENERALNOTES I CONTRACTOR;ALL PERM ITS SHALL BE SECURED AND PAID FOR BY THE TENANTS CONTRACTOR(S). ON THE PERFORMANCE AND EXECUTION OF WORK. ' T-002.00 SCHEDULES I 1 1 APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: .11 4. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH BEST ACCEPTED TRADE PRACTICES. BROWN SILT ML DM-100.00 DEMOLITION PLAN 1____­_____ 5. CONTRACTOR SHALL FOLLOW BUILDING DEPARTMENT REQUIREMENTS, RULES AND REGULATIONS FOR 2- ---------- 0 . A-001.00 BASEMENT CONSTR, PLAN I I ALTERATION WORK. A-100.00 FLOOR 1 CONSTR. PLAN 1 6. CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS,WALLS,CEILINGS,ETC.DAMAGED OR EXPOSED DUE TO BROWN CLAYEY SAND WITH GRAVEL . A-101.00 FLOOR 2 CONST PLAN 1 BUILDING AND STRUCTURAL NEWYORK STATE RESIDENTIAL BUILDING CODE 2020 WORK OR REMOVALS AND FINISH TO MATCH ADJUSTED SURFACES. SC A-102.00 ROOF CONST PLAN - 1 ------- I MECHANICAL 2020 MECHANICAL CODE 7. CAP OR RELOCATE AS DIRECTED BY OWNER,BY APPROVED MEANS ANY ELECTRICAL ITEMS SUCH AS SWITCHES, 51 ---------- T-003.010 SITE PLAN I I PLUMBING 2020 PLUMBING CODE OUTLETS,LIGHTS,ETC.ON WALL SURFACES SCHEDULED TO BE REMOVED. I A-200.00 BASEMENT ELEC PLAN - 1 SMOKE AND CARBON MONO. 2020 CODE 8. APPLICATION FILED FOR PERMIT IS FOR WORK INDICATED ON THE DRAWINGS. A-201.00 LEVEL 1 ELEC PLAN 1 SAFETY NOTICES 2020 CODE 9. ALL PLUMBING WORK SHALL BE PERFORMED BY A NYC LICENSED PLUMBING CONTRACTOR. A-202.00 LEVEL 2 ELEC PLAN 1 -_ --- ELECTRICAL 2020 ELEC.CODE 10. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A NYC LICENSED ELECTRICAL CONTRACTOR. BROWN FINE TO COARSE SAND SW PROJECTA, _)RESS: I A-600.00 DETAILS 1 ENERGY 2018 NYS ENERGY CODE - ­—­_� A-700.00 STRUCTURAL DETAILS 1 1 U( -1 LANE A-300.00 ELEVATIONS 1 ___ WATER IN BROWN FINE TO COURSE SAND SW SOUTHC :')NY, 11971 A-301.010 ELEVATION 1 17, . . - A-350.010 SECTION 1 1 . I �a D ARC I A-351.010 SECTION 2 1 1 1 ��W%l J EA/V A-352.00 SECTION 3 1 / 19 <�'l - --------. ___ I A-400.03 INTERIORS 1 ENERGY CODE SMPLANE REQUIREMENT // Ili Ce, — - __ I , t�_\ I I �,� 1 .1, � I , , A-401.00 INTERIORS I -A �,- : ,� .. ',," !�p * ___---.� �� " 1, 1 4 SEE ENERGY CODE DOCUMENTS FROM RESCHECK ATTACHED TO APPLICATION. I �,� . I A-402.00 INTERIORS I / . 1� \ I ._; "I-��,� I A-403.00 ,INTERIORS _ 1____ l . I . I I / ,\\\N\ \ \ . I I \\ I ,,��, I I I I I I I I I I 0 0443ro . \ � ------- ____ -------- ________ -----,- __ ____ FLOOD NOTES \\\ \ . \ OF NEW" \\\\�"l I A, \\\\\\\'\\,\\\ �l �! SITE INFO C.13 = - " I ' ll " - 0 � - - - � - __ -�_____- \ . = i ______ - ______ - - - - PROPERTY IS NOT LOCATED IN THE FLOOD ZONE PER FEMA MAPS. c� ��) � 0 c� - DRAWN B y. Author 1. Tax Map#: 1000 52.-3-14.1 rb \\'\ - , �_�4 ZD ' T_ ?/----,/ \ \ I � DA TE: 91�, 12023 1:15:02 PM � 2. ADDRESS: 1275 RUCH LANE SOUTHOLD NY, 11971 __lL ____- —\\, \\\ \ \1 - ,-ll ­­lv"I'll", ­­­% ­ ­ 11 - �_ --,­-,_.'\­ -,,,,- _____ , , ""' - "I "I I ­', SCALE: A, ndicated I 1,,,, g,�, " lNll­ll­l;3\ \�C'Wll """I �"",��\\,\�,\�,�,�,�""I,-""\,,"� , , " \ - ,\ \� , \� " , "�` "­­"' , Z'�����11'11­_ I 11, \,-w\­'X -"�,--­,,\,�,�,\,",\, `\......\,"_�\'S, v,\�,,N -,1� 1, � , " ­ �,����\�\71�,��\\71�,�i-I'��"-",�"I",�"\17\���\�\� "\lZ"""-"`7-,\\7'I', ,"0 � I ­ � ��,�`I , " , ­­ " , , ,\�,"'_"', M, 1 :10\1 \1 w\ , 't\ ,�� Wk, 'R -0 � V\\7'11'�,�,'�­" PUK'P", \,", K � \� I I � ,\7 \ I STRUCTURAL NOTES r , \ " , I , , , " , , \Ml � " W "' ­,� , �� ��T , �,", , �% \\ _ , , " �,,` "�,��­"",,,, \,\\��,`,­, ,I ,\\\ \� t \ M I ", 'A % _ \ _ ,�, , I "�Z 0 N 1C\ I \ " ", \ ,, ­-, "-\\m-- ,"'4 I I '. " ,� , \" " ,,,� "" , ; , ,\, _\'11, \,'_"7 - , ,,, ' ' -, ,xc,,� �,�,­`_4',,',:ov",\ "\, , , � \ �_ , -d'A , - , � , I [", \ 4A , - -,­"��­- ML��1'11­1', , , 3. OWNER: DAVID HOFFMAN \�_ ", "\,\,\ - _z.\"\�.,\:\.,.\ ,�,�\,�\,,"!,\�-,, ,,\ f'�� —A 1,�111 �\" �11 Z�" ,� , :>,.__" �, ,"�,,"\,\ �,_ , � -"I I , Lt­l Ll.l..'., 11. . _.l.,i­l � ,225 5th Avenue- 1 1 E I I DRAWING S; `ET NAME: NewYork, NY 10010 SEE STRUCTURAL PAGE LOCATED AT S-100 FOR TYPICAL BEARING AND FRAMING DETAILS. , Ph.917 855 9099 / //I.", \ . , I , � � I E:davidghoffmanl@gmail.com / 11/1 .////, \ COVE � SHEET //"/ , , - / � ."/ /:�, //11 .,/l �, , I , 4. ZONING DISTRICT: R40, USE PERMITTED: RESIDENTIAL, LOT SIZE:21,681 SF SURVEY NOTES , ,/" /IX, " I / I , //// // / 11 'I ', . . / , I , " . I , /I 5. ALLOWABLE LOT COVERAGE:20%(4,335 SF), EXISTING LOT COVERAGE:2,195 SF .41 1.. I /:�// � I / / I/ , 1.X i� 6. PROPOSED LOT COVERAGE:3,552 SF>4,335 SF 1. NATE TAFT CORWIN , � — I 1 I I'-,..,/ I 's. ,s,�, 'l/ I 'll " I //"' ' ' / "I , I .. LAND SURVEYOR = — (� . '/', " " "I I I// / /."'l/ / , = DRAWINGS ,-ETNO: 7. 'TOTAL ALLOWABLE SF:3,560 SF(2,1 00 SF+ 11,681 SF*12.5%.) c� , � 4 c� 1586 MAIN ROAD t) /I 1 8. 'TOTAL SQUARE FOOTAGE PROPOSED:2,995 SF � ZD V_ � JAMESPORT NEWYORK, 11 947 � lsi: ii;:: " �I - �­-1, - - I I ,,,,ll, �\,,�z,' : :,,�,�'1_11 1,17,7711 17'klllr,-"\""-",,,,""",,"',-7, �, ',,, -,7: "� , ll� �"' 77727" `77`7777,�,7,, ��ll"�""I'�,-�""�,�'-",�""I'�\"",�, 4��11,�""", ,,,,"i � , 1 9. SF COMPLIANCE:2X5 SF<3,560 SF ",,'I'll ���, 7777777`�'�: ,,,, 631-727-2090 1 "' ""' �12'11,I 1�1- ,,,,I,, ��"" I"- I I 11 11111_5 i��,,7 ,\ 1\11_1m\ll\\ 1� � I`- -%-'ll � _��Z,___ � ,-,\',' -,,��,um ", � ,\,,, A, "A 1,11 -, , \ � I I'll 11 I ­',-ftwiL.".. .... "I I " 1 - I , �,-�,,m��,\I&."',, X "'A � --- __________._____. -_ ----,-- -------.-- - __ ._ ___________ _ ------- I T ,,000 , 00 � ___________.__­­­ ­ -- ----- ­ - ��­­ � ­____­_. ______.__ _­ --.-- ____,_______ V.5 �l , , , , , - I I, I , , - � - II , - - , , I � , - I I .1 ` � , - , , , , - I , , , , " - I - � , � I� , * , I � 11� ; 11 i , , , , I I - � , I � , t 1 /152S2 4 � F.7; "' P'll 0 ::::: " , , " , I I I I - I - I - -7 1 - - ['� �l , , , I % � - I -1 "" �`lI 1-1 11 .11, � ' ' , " , ", " , - - '.I - _ , ______ __ _____________ ___________ __ - - - ---.--,.-.-- - ---------.- . . ,­­, I I . I ARCH/TEC 3: GENERAL NOTES PLUMBING NOTES ACCESSIBILITY NOTES (BC 2014 - CHAPTER 11) ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED,RANGE,DISHWASHER,WASHER 1 DRYER(WHERE APPLICABLE)SHALL BE 1. SEE ARCHITECTS DRAWINGS FOR PLAN LOCATIONS SA ?1. �/ 1 UEL 5-�- 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. PLUMBING AND FUEL GAS CODES. REPLACED AND APPROVED TYPE APPLIANCES SPECIFIED IN ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY -- 3. OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER, KITCHEN CABINTRY, DECORATIVE LIGHTING 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL, APARTMENT TO BE RENOVATED. 3. FOR DEVICES ON WALLS UP TO 3'-0" WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT STIELMA N j 4, CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO INSTALL 3, ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED WI 2. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE MADE STABLE,FIRM AND SHOWN. 5. NO NEW BATHROOM ON GROUND FLOOR, NEW BATHROOMS ON SECOND FLOOR ONLY PIPE INSULATION. SLIP RESISTANT IN COMPLIANCE WITH SEC.4,5.1,ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3'-0" LAYOUT DEVICES VERTICALLY ON 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENT TO BE RENOVATED. ONE SIDE OF WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL. 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS PANELS. OBTAIN INSPECTIONS AND SIGN-OFFS. 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2" 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A WITH SEC.4.32.4.2. APART. ADDRESS: 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE RESULT OF THE ALTERATION SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE 4. DOOR WIDTHS SHALL BE A MINIMUM OF 34"IN COMPLIANCE WITH SECTION 4.13.5 ANSI DOOR CLEARANCE TO BE ti 9235 TURNED UF'4"AT WALLS. FLOOR HALL SIGNALS 25235 MAIN SAD FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES,NEW RISER SHUT OFF VALVES SHALL 32". DESIGNATION 00 THERMOSTAT/ COAT CUTCHOGU NY 11935 17. FILING,PERMITS,&LICENSES 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 112"IN HEIGHT AS PER SEC 4.13,8 ANSI. •(ADA/ANSI) TEMPERATURE HOOKS I 631-734-640 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS TUB SPOUTS OR SHOWERHEADS 6. HANDLES PULLS LATCHES LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A C. SENSOR X12"_ 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER,AND FILED ";!ITH THE NEW YORK HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SHAPE THAT IS EASY TO GRASP AND SHALL BE OPERABLE WITH ONE HAND AS PER SEC 4,13.9 ANSI. w o CONSULTAI 'S: UALL LU CARD READER 18, TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE,WATERPROOF CEMENT PLASTER,WATERPROOF 7. NO WORK SHALL BE DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM 7. MANEUVERING CLEARANCES AT DOORS TO COMPLY WITH ANSI SEC 4.13.6 5.SINKS SHALL BE HANDICAP BUTTON Erf, w o SEPTIC ANC 'TRUCTURAL ENGINEER: GYPSUM BOARD,OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. SWITCH 19. ALL GAS PIPINGWORK SHALL MEET THE REQUIREMENTS OF BUILDING CODE. THE BUILDING MANAGEMENT. ACCESSIBLE AS PER FIG.31 ANSI. Q $ - -- o m - Q MARESCA 8 SSOCIA TES 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY,BOARD OR ITS 8. FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(TPPN 15/88). " c� a w I ; 188-04 WES MONTAUK HIGHWAY , LL W �, __ "' ¢ � HAMPTON E ,7S, NY 11946 20. THE EXISTING AND NEW GA SHUT-OFFS SHALL BE ACCESSIBLE, DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. 9. DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE o 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR TO CABINET ORDER 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. SWING(TPPN 15188). &.- Z__ I OWNER: 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION, 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES AND/OR PARTIALLY COMPLIES WITH m ELEVATOR DOOR SWING DOOR OUTLETS SHOWER CONTROLS DAVID HOF `1AN 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987. AND ACCESSORIES 225 5TH AV - 11E PLANS IF OTHERWISE. 11. NEW WORK SHALL COMPLY WITH 2014 BC,CHAPTER 11 "ACCESSIBLITY"(ANSI Al 17.1-2009)EXCEPT THAT AS THIS NEW YORK ':!Y 10010 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE RESIDENTIAL BUILDING WAS OCCUPIED PRIOR TO MARCH 13, 1991,TOILET AND BATHING ROOMS MAY COMPLY i PH. 917 855 )99 40 FIXTURE. WITH PROTOTYPES ESTABLISHED BY ANSI A117.1-1986 PER RCNY 1101-01. -JJ / MIRROR 48" MIN. 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED 12. BC 1101.3.1: NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION z j 24" MIN. MAX. 42" MI . 17" MI / 12"X12 z SOAP REVISIONS: ENDS AND BRASS BUSHINGS. - - - - - - 13. BC 1101.3.2:ALL PORTIONS OF THE BUILDING BEING ALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE 8" M Ni z 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. ALTERATION ARE PROVIDED WITH ACCESSIBLE FEATURES AS NOTED. 18a�o 8 MIN. - - 14. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE SLAB. CHAPTER 11 ACCESSIBILITY, BC APPENDICES E, N&P,AND ICC Al 17.1 (ACCESSIBLE AND USABLE BUILDING L 60"MIN. / U / ¢ o z "MI , CLEAR 16. NO RISERS CAN BE RELOCATED OR REMOVED. FACILITIES). M �` � M z FLOOR 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING PLAN N m PLAN SPACE INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY,AND OTHERWISE COMPLY ACCESSIBLE GRAB BAR WITH JTOILET ACCESSIBLE 11" MI 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. WITH CHAPTER 4,ACCESSIBLE ROUTES,OF THE ICC 117.1. WATER CLOSET REINFORCING STRIP PAPER LAVATORY 16. ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CITY BUILDING CODE SECTION BC1007. 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED, PROJECT P WE: 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 SHALL BE TYPE B UNITS WITH THE ADDITIONAL 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. REQUIREMENTS OF TYPE B UNITS IN R-2 OCCUPANCY PER BC 1107.2.ALL TYPE B UNITS TOILET AND BATHING FACILITIES IN GROUP R-2 MUST COMPLY WITH APPENDIX P OR TYPE A TOILET AND BATHING FACILITIES(BC 4"MIN. 4"MIN. q CL 22. IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB. LEAD PANS MUST 1107.2.2).DWELLING UNITS SHALL BE EQUIPPED WITH DOOR WIDTHS AND CLEAR FLOOR SPACES FOR POSSIBLE ' ' X24" MIN.! BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION.THE SHOWER PAN MUST BE OCCUPANTS WITH PHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL INCLUDE ADAPTABLE 24"MIN. M X. 4" MAX 12" MI . TESTED BY 24-HR STANDING WATER TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. FEATURES AND ABIDE BY REQUIREMENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 1107. , , - - - - - - BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. 18. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES THE TIME REQUIRED TO ' ° 48" MIN. "MIN_ ' 30' MIN. "MIN_ 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING MOVE THE DOOR SHALL BE 5 SECONDS MINIMUM. _ _ - - _ _ _ MACHINE,DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL 19. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308 Ic­`"' HAVE OVERFLOW DRAINS BUILT IN. OF THE ICC Al 17.1 AND BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR Ll�l IIL PIPING NOTES TWISTING OF THE WRIST AS PER SECTION 309 OF THE ICC A117.1. ACCESSIBLE TUB FOR GRAB BAR WITH 20. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS TO BE PROVIDED IN ALL ACCESSIBLE BATHROOMS AS ADAPTIVE BATHROOM REINFORCING STRIP STIR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER. DESCRIBED IN SECTION 604 OF ICC A117.7.GRAB BARS,SHOWER SEATS AND DRESSING ROOM BENCH SEATS 2. ALL RISERS MUST BE INSPECTED BY THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF NEW YORK CITY BUILDING CODE SECTION BC 1607.7.2. 3611 40" / 21. INTERIOR ACCESS,FLOOR SURFACES,ADAPTABLE KITCHENS,ADAPTABLE KITCHENETTES AND ADAPTABLE IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFF/CHECK VALVE AS CLOSE TO THE BATHROOMS SHALL BE AS PER ICC Al 17.1. z --- " 4p"MIN. 12" M 36" MIN. 18" CL 131/ / RISER AS POSSIBLE. C=) ° a 12„q- MIN. I IN / 4. THE VALVE MUST ALSO BE LOCATED OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL. RISER DIAGRAM _ 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER h j u aX PIPES CAN BE USED. 56" MIN 18 ;; a _ 1 $ NEW LINE DI CHECK VALVE(QUIET) r ' ,\� �� `* M 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE PLAN T `- ALTERATION PLANS AND/OR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTION. E EXISTING LINE DOI 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED.THIS INCLUDES BUT IS NOT LIMITED TO ALL HOT, BALL VALVE TOILET PARTITION GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL COLD,HEATING AND COOLING PLUMBING FEED LINES,WHETHER BELONGING TO THIS APARTMENT OR NOT. REINFORCING STRIP WATER CLOSET POINT OF CONNECTION HAMMER ARRESTOR 8. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE. WALL MOUNTED TUB/ SHOWER NOTES CLOCK SPEAKER/STROBE AED _Y____ AUDIO/VISUAL STROBE 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK;ALL TYPES HOSE CABINET - rin r --- ALARM&STROBE ARE TO BE LINED WITH A LAYER OF LATICRETE 9235 WATERPROOFING MEMBRNE WITH ALL SEAMS LAPPED 4". - -_ 1HORNI SIREN j 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK CELLS FILLED WITH MORTAR. � L FIRE EXTINGUISHER La 3. SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN,COATED WITH POLYMER MATERIALS ON ALL SIDES. a - -- -CABINET 9A� -o PROJECT Ai ;)RESS: z 4. LEAD PAN MUST WRAP UP AND OVER THE CURB. _ _ _ _ ;`� 3"VENT = 0 _ _ _ _ ROOF ED Uj °� 5. LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT,RECESS,OR PROJECTION AND DOWN TO LAP _ _--, --- _ to � � WARDEN STATION � � _ ¢ �� m 1275 RU( -4 LANE THE LEAD PAN. - BATH o CABINET o M.BATH �* Q M c/) SOUTHC J NY, 11971 - � o FIRE ALARM PULL STA ION ; � 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED AROUND THE DRAIN COLLAR r l WITH SLOTS IN THE ADJUSTABLE FITTING AS TO PREVENT TRAPPED WATER. LAV LAV TIL LAV T DRINKING FOUNTAINS ED A � ' L ' ~ TUB ; WALL MOUNTED (STANDARD&ADA/ANSI) lSE JEgNcy/T SHW SHW r I.FLUSH CONTROL ,.Vsy F� 1 lip-ILI _ _ _ _ _ 2ND FLOORTOILET PAPER AND SEAT OUTLET OUTLET COVER DISPENSER �► a. BATH 105 i; ----_ BATH 104 KITCHEN LAUNDRY I� _ __ COUNTER Q Q _ C UNTER DESK i WM ¢ a M o �'T,9 F 04436 LAV TL ; LAV TL LAV LAV �' _ OF NEIN � 7TUB i SHW ; �--- -� ' '--------j 15T FLOOR TOILET 7 PAPER TOWEL SANITARY NAPKIN OUTLET DRAWNBY. Author ~ DISPENSER&WASTE DISPENSER&WASTE RECEPTACLE DISPOSAL DATE: 91, ''20231:15:18 PM SCALE: A ndicated POWDER CLEAR DOORWAY WIDTH AND DEPTH DRAWING Si -'-ET NAME: DRAINLINE ' TO SEPTIC TAN� TL LAV i 2"VENT 32" MIN. 32"MIN. 32" MIN. GENE ?AL NOTES SEWAGE L_ _ _ _ _ BASEMEN - - - - , R4 - - - Q PUMP DRAWING S '.ET N0: 3"WASTE (A) (B) (C) HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH - I ARCHI TEC SCHEDULES SAMUELS+ WINDOW SCHEDULE STFELMAN Mark Count Family and Type ` Rough HeightR ugh Width Level Manufacturer Type Comments A 2 Instance-Window-Fixed: 24"x48" - FOUNDATION EXISTING TO REMAIN Generated by REScbeck- eh So v Ire -- nce statement: The ti ding design described 1 is cxns-istent with the buil&ngi plwvs, speciRcations.,end other Carr aria ----- -- - ---------- ADDRESS: B 8 _ Shutter-3342: Shutter-46" <varies> Timberlane celccelstions subraait d : 1te perngjt application.The building bees a designed to meet the aI t1=CC requirements in ---- 1RF5c ectt 1feYsjon : R check lfiieb end to comply with t mandatory requirements listed in the RESc►�eck ort tweck9ist C 4 Shutter-3342: Shutter-52" ONE CONSTRUCTION PLAN Timberlane Compliance i ficate 6 Shutter_3342:Shutter_64 <varies> Timberlane 10.08.23 25235 MAIN )AD - Katherine Samuels E 1 Window-Casement-Double;57 x 41 '3'-5112" 14--9112" ONE CONSTRUCTION PLAN Andersen Mme- nota ate CUTCHOGU VY 11935 631-734-640 - - ---- - ----- -- -- -- ---- Corporation Project 1275 Ruch Lane ii F 2 Window-Casement-Single Left:24"x 36" 3-0112" 2'-01/2" ONE CONSTRUCTION PLAN Andersen CONSULTAI S: Corporation Ery Code: 2018 1ECCLma6on: Southd1d, flew York SEPTIC ANC TRUCTURAL ENGINEER: Z 2 Window-Casement-Single-Left:29"x 41" T-51/2" 12'-5112" FOUNDATION Andersen ConstNxtidn Type: Single-himilly MARESCA 6 SSOCIATES Corporation T Addition, 188-04 WES 4ONTAUKHIGHWAY J 3 Window-Double-Hung-Double;60"x 46" 3'- 10 1/2" 5'-0112" TWO CONSTRUCTION PLAN Andersen Climate 7-bne- 4 (SS72 HDD HAMPTON E YS, NY 11946 Corporation Permit Date- - -- - Permit Number OWNER: K 1 Window-Double-Hung-Double:60"x 52" 14'-4112" '5'-0112" ONE CONSTRUCTION PLAN Andersen Corporation Construc-fion Ste: Owner/Agent: DesignerlContractor. DAVID HOF 4AN F L 2 Window-Double-Hung-Double:76 x 62F, ;5'-2112FF 6 -4112F, ONE CONSTRUCTION PLAN Andersen 225 5TH AV - 11 E Corporation .......,,.....:: � ......... .. ... 010 „a \ PH. 9178 -)99. 112 ONE CONSTRUCTION PLAN Andersen 30 x46 3 10112 2 6 \ . ..... ,. .. . .......: .. .. . :.... ,�. Window-Single-Hung: \�, . ......,.. .. \ :. .:� .�: .\. tomo\y.�...ao\�u\\._>....,,....,..w.....>��,...�•ar.,v.�\',>....,...�..........a.���.ouo\\��.:s�\o��...,...�.w....w...aw.............. �.��.u� �..r. . a.a ... Corporation Carrpitarucce: 38.1+A Better'T1han tbde Mzxlm,urn UA: 1751 Maur UA: 2224 Maximum SHOC 0.40 Yam 5HGc: 0.17 - - --- - - - - n u j -- a ---- T"%Ufter orwa That cads"wetter tii$tbrft how t to ice ii'm taw�Los"w+co"is arias-c#F M&z. Q 2 Window-Single-Hung:36 x52 4'-41!2 3'-0112 ONE CONSTRUCTION PLAN Andersen itDoes m7rprvAak.nala6mawOF*^*rwto*WCWir CW* tie". REVISIONS: Corporation 51a6 de are rw longer rnns-4 red in tie Morper6Tmance complience path in RE56eck.FaFch s0,a1.-wTrgrmmde ------,�---��-------- -�- ---1/2" 13'- - ---�----�- ----n a.s'S"e13 �'In the specified rstaty,^_zone must rneett�,e mi'i7mu�"n e.rtergSLA r"ts8l��'.ion�-value and depth requirements.3 Window-Sincle-Hung:38 x 46 3 - 10112 1 3 -2112 TWO CONSTRUCTION PLAN Andersen Corporation P 2 Window-Sincle-Hung:38"x52" 4'-4112" 3'-2112" ONE CONSTRUCTION PLAN Andersen Envelope Assemblies blies Corporation : .•• a. . ,<,,. .........�.. ,.... r . .. r.e,>, ... ..:. ,. ....,\ .:'....«t .>a ..;p. 'r<as`:ask. �:i .ri.t��•"i; ..` .. t 4 41;2 2112 ONE CONSTRUCTION PLAN Andersen _� a• 3 p� �� S 3 I Window-Single-Hung:38 x 52 3 { :... . -• . Corporation -- - - ---- ----! -- -- - -- Ceiling 1:Flat ding or Sci=rTrums 1,C00 30.0 37.4; 0.017 0.02,S 17 2S T 1 Window-Single-Hung:38"x 60" 5'-01;2" 13 -6112" ONE CONSTRUCTION PLAN Andersen +Cei Cathedral Ceiring 200 20.0 -72.0 0.016 143 0 02S 3 5 Corporation PROJECT i^ ME - - - - - --- ---- -- - -- - Wa :Wood Frame, lE`o.c. 14,355 15.0 20.0 0.022 0.0so 315 729 Door:Solid Door(under 50%g(azing) 43. 0.350 0.320 15. 13 Doom 1--Glass Door bower 50%glazing) 70 0.340 0.320 21 22 SHOC:0.17 {Rtwa :Vinyl Frame SP01 : 15.17 2,718 0.340 0.320 815 870 Flay:Slab-ori-arade(Heated) DOOR SCHEDULE Insulation depth:4.W 1t;7 19.0 0.5G4 O.G45 0 0 - --- - Insufal6on position:Fulls Insulated(user.apecif>ea � -------- ---- - - perimeter 4�-m a ue+Fk-5 un er s66) NO. Level _ NAME SIZE MFR FINISH HARDWARE NOTES ------- --------- -- - - Basernentl,V';3 :Mmwnry Bloch wet'Inte9ml Insurat:on ID31 FOUNDATION 1 Single Door-Metal Rated 32"x 80"x 1314" TBD Passage 1-HR RATED titan,height: 7.0' 1,473 19.0 20.3 OMS 0.055 3 87 Depth blow grade-G.5' ID32 FOUNDATION Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock InsuNtion depth:G.5• ID33 SITE PLAN 130"x 80"x 1318" NOT USED ID34 SITE PLAN j 192"x 84"x 1112" NOT USED IDI ONE CONSTRUCTION PLAN 30"x 80"x 1314" Trimline Painted NOT USED -sem ID2 ONE CONSTRUCTION PLAN _ 30"x 80"x 1314" Trimline Painted NOT USED ID3 ONE CONSTRUCTION PLAN _ t Single Door-Two Panel 30"x_80"x 1314" _ Trimline Painted Passage Special trim see detail at A-403. ID4 ONE CONSTRUCTION PLAN Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Passage Special trim see detail at A-403. Project Title: 1275 fttrch Lane Report date: 09121MProject Tittle: 1275 Ruch Lane Report date: 09t21P28 ID5 ONE CONSTRUCTION PLAN Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock Special trim see detail at A-403. Data filename: Fags 2 of 10 t --- y - - ------ - -- p lata filename: Face 1 aft -- - - �ID6 i ONE CONSTRUCTION PLAN gSingle Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock Special trim see detail at A-403. 0 ID7 ONE CONSTRUCTION PLAN Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock Special trim see detail at A-403. ID8 ONE CONSTRUCTION PLAN I Single Door-Two Panel !24"x 80"x 1314" Trimline Painted ID9 ONE CONSTRUCTION PLAN ! 32"x 80"x 1314" TBD NOT USED TION PLAN ID10 ONE CONSTRUCTION Double Door-Two Panel _ 30"x 80"x 1" Trimline Painted ID11 ONE CONSTRUCTION PLAN 68"x 80"x 2" - NOT USED ID12 ONE CONSTRUCTION PLAN _ Double Door-Two Panel 30"x 80'-'x 1" _ Trimline Painted Passage ID13 ONE CONSTRUCTION PLAN Double Door-Two Panel 130"x 80"x 1" Trimline Painted Passage ID14 ONE CONSTRUCTION PLAN Double Door-Two Panel 30"x 80"x 1" Trimline Painted Passage ID15 ONE CONSTRUCTION PLAN !Pocket Door-Two Panel 36"x 84"x 1318" Trimline Painted Pocket Special trim see detail at A-403. ID16 ONE CONSTRUCTION PLAN Pocket Door-Two Panel 36"x 84"x 1318" Trimline Painted Pocket Special trim see detail at A-403. ID17 ONE CONSTRUCTION PLAN Pocket Door-Two Panel _ 36"x 84"x 1318" Trimline Painted Pocket Special trim see detail at A-403. ED2 ONE CONSTRUCTION PLAN Glass Entry Door-Two Panel 36"x 80"x 1318" Anderson Painted Deadbolt&Key See project manual PROJECT A. :)RESS: Lock ED3 ONE CONSTRUCTION PLAN Double Sliding Door-Glass {68"x_84"x 2" Anderson White Clad Sliding See project manual 1275 RU( 4 LANE ID20 ONE CONSTRUCTION PLAN Single Door-Two Panel 24"x 80"x 1314" Trimline Painted Passage SOUTHC J NY, 11971 ED1 ONE CONSTRUCTION PLAN Wood Entry Door-Two Panel 33 5116"x 80"x 1314" TBD Painted Deadbolt&Key See project manual. Special trim see detail ----- ------------- --- - --------- - Lock at A-403. Ep ARC ID22 ONE CONSTRUCTION PLAN Double Door-Two Panel 30"x 80"x 1" Trimline Painted Passage G�� �N�SEA/V ATF ID23 ONE CONSTRUCTION PLAN TSingle Door-Two Panel -- 28"x--80" -80"x 1314" Trimline Painted Lock y��Q- '�2,G�'A ----- --- ------ ID24 TWO CONSTRUCTION PLAN Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock Special trim see detail at A-403. � � N ID25 TWO CONSTRUCTION PLAN i Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock Special trim see detail at A-403. ID26 TWO CONSTRUCTION PLAN Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Passage Special trim see detail at A-403. - ' ID27 TWO CONSTRUCTION PLAN _,_Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock Special trim see detail at A-403. -- -- - --- -- --- -- - - I -- -- - - - --- ST .�' �ID28 TWO CONSTRUCTION PLAN j Single Door- -Two Pane- l 30"x 80"x--1 -1314"-- 0443 6 Trimline Painted Lock Special trim see detail at A-403. �rF OF N 6 1( ID29 TWO CONSTRUCTION PLAN Double Door-Two Panel 36"x 80"x 2" Trimline Painted Passage ID30 TWO CONSTRUCTION PLAN Double Door-Two Panel 24"x 80"x 1" Trimline Painted Passage ---- ----- --- -...,1 " ------- g Grand total:34 DRAWNBY.• Author DATE: 914 ' 20231:15:25 PM SCALE: ' : 1'-0" DRAWINGS, =ET NAME: SCHE )ULES - DRA WING S .:-ET NO: Sound E ."rsr,anc>n,oi7;!a Pre G� m r e , PROPOSED WATERLINE FOR OUTDOOR SHOWER r ±,:[:i•tij't.`.#,tiP.f^o'.:£'> " • strvN:.;r.;i;et3' ;1< EXISTING SEPTIC SYSTEM TO BE REMOVEDcarr; 'c.Fe':st Ded r nsAS PER SCDHS REGULATIONS F*t:k n,,i.. .Nt tr{^, "i.•€ 1275 t} t [12 7 w Raich �..mn t' ?:,r,•r'" �i •E'r<':I' ,'�`�S :'RC 7 ` . ''Sorzrtartd F. F stf,t.l z PROPOSED 8' 0 x 6' DEEP DRY WELL } 13 11 ,N,-•-'�` are riPn",Ari i U) PROPOSED HYDRO ACTION AN600 TREATMENT TANK- at ,. s J „ //� At1:."•: '`,. �yrri.:�td3 +iC%t!� ` t"i i'.j+{ VJ DESIGNATED FOR SWIMMING POOL BACKWASH ~� a m SUITABLE FOR 6 BEDROOMS (660 GPD) > _,F",l1 C,•.�pt,st Chure:t, ` < WITH LOCKING COVERS TO GRADE CONTROL PANEL WITH GFI SERVICE OUTLET, ` ;, PROPOSED 8' 0 x 6 DEEP DRY WELL :: z VENT WITH CARBON FILTER AND HYDRO ACTION HP8000MPRESSOR \ ;,Y ,; ' a`; w TO BE INSTALLED WITHIN VIEW OF TREATMENT TANK \ , FOR OUTDOOR SHOWER & ROOF RUNOFF , '' w/ 2- 8' 0 x 8' DEEP LEACHING POOLS `�� �'�ry ,S�'eo ..- `' '`• irlc +1 EXPANSION POOL S o°��,stiff�,sio t'; 3 ° > O 19.1 SL1� '9A�CC�F^�`` �2, :fi4'::. r& \ ,,,.i A \� Q lei 7,9 11 ^� 'SF 188 y oA sto DoT �s 4RF o�s�,� SED 1_ a ? < \ sToo 56,9.1 041f- w/ OUTDOOR SHOWER ALL SITE DATA SUPPLIEDJAMES ORT, N Y. 07 2023 IN II LAND SURVEYO w w PROPOSED ROOF RUNOFF DRAINAGE _ , o ti� o�, _ (3)8' 0 x U DEEP DRY WELLS �° /! r 195 ��� A&16 coot/ y FFE: 21.3/ FIRST FLOOR FOOTPRINT: 532FT2 SCTM#1000-52-03-14.1 / 21,681 SF /.498 ACRES t N .. - ELEVATIONS NAVD 1988 DATUM 06 w X02TF,Q�T ,� PROPOSED SITE PLAN SUPPLIED BY Q ' - x203 \ '�o SAMUELS & STEELMAN ARCHITECTURE o EXISTING 1-STORY 3- BEDROOM RESIDENCE \o��a 20, �, 206 �C FFE:23.3 /GARAGE FFE:21 .9 0` / _ yA � 20.5 '. X FIRST FLOOR FOOTPRINT: 2153.9 FT 2 _ �o``���` / - _ 20 _ w/A PROPOSED 2ND STORY ADDITION / x208 201 "�F / J /, W & FIRST FLOOR RENOVATIONS s° �IE A F° w/ 2 ADDITIONAL BEDROOMS ADDED �Q o� sipt1.3 , ps I / Q i 19 5 Y x- ,s s / I .., O �0 Cp d- �' pp 28.3 2rO I is.a _7� _-18 I� V/ cu z NF l�GFO - ° C � "Oo • !y Sri c W vi O 23 190 O,Q SCS O X19s �� �o�a cu 17 8 Oy,CF 17.5 s � W �� / 169 I / X21 2 / I 17 8 O - �/1 �eo1 179 ' a.r 00 F ` :�^ / o cn oo E ry ' 0 00 cu U' m / ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE Lij C 1) j `` �oMDESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE `` � 196 \ WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC Q / AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. .,poo, SSA \ 190 - - ` t ..r,:' 192 �t�( A? *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MA 1r q�eo�� MFr��R \ \ F<< :t f� •'° '�' l / ' MAINTENANCE IS REQUIRED �3°O FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS Y .2 �. , .�•. ir'... '1i�+ P wA TES �� --., 4wv �":`:+ice ,`��� CJ / OAR 'L EXISTING UTILITIES TO REMAIN T R '. �': ` 9 �P �- / k- ,, O 'Qp �� "•:' r'„ e: r;. ::{•'`' 1g (!OQ p� APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: �. p a �Z• ,:.e,. 1F� SPG s1� 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC �-- .y ,. z �FrrFR ` f,O ,• . 6� 10 / / ,Py�\�P�� INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH oq FR 70 7 CJ Q THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE � , � C> `S�' / TMAINTENANCE563-7THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS 2S p PI O c�S`O `. 'N / ��\s,�� SANITARY SITE PLAN 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY x P CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. GP SCALE = 1:20 , EXISTING WELL TO BE RE-USED 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER FOR IRRIGATION / / ��� G�P MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT 20 0 20 40' IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE rW z CONTRACT. U ("� 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE W ' DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND 0 (JJ ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS." THESE STANDARDS COVER VENTING AS FOLLOWS: W "WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT Z Z PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM Q HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT v J = O THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND �W p rn TERMINATES A MINIMUM OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW LJ_ v OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". w Lo O EL.196 04 BROWN SILTY 00 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN �- U SAND SM ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. 1.0' O BROWN SILT 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS ML 20' MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND BROWNC_AYEY HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED tJ_ SGRAVEILH TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING sc 50' EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR BROMFNDTO SERVICE TO THE HYDRO ACTION CONTROL CENTER. HIGHEST EXPECTED COARSESAND G.W. 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A G.W.EL.3.6 SW_ 16.0' CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION, AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND WATER IN BROWN WIRING TO BE INSIDE CONDUIT. FIND TO CDARSE SAND DRAWN BY: KM sw 17.0' 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS TEST HOLE PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. DATE: 08.07.23 NO SCALE SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM SCALE: AS NOTED TEST HOLE PERFORMED BY McDONALD GEOSCIENCE 06.01.23 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING SHEET AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE =OR< 19 MG/L. 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, SECTION 19-106. OF 2 SHEETS CONTROL PANEL WITH GFI SERVICE OUTLET sLL AND HYDRO ACTION HP8000MPRESSOR 5' � TO BE INSTALLED WITHIN VIEW OF j I s�' NI.- , T„ TREATMENT TANK ; DA � J t; zin; "' 0 O s Shc�'s':'resl}jcl. O X 19.5 `l \ / t3re:akrasr� . � � ��'.,;, ... •He<:,,., �L N.5 �� N / 81 �r`�F �,,, c» 1275 Ruch[,.rmc, .^ N:«ni F'r:.r€'4' n / .. -,� `r•. .� ,.,,,� ,✓'S.-�,c.iii:' Z \ / / / jaI'�:s•I.;, S` Cali A",li3.`'�d `�'`';•' l~ L�£*5i.^I.; ??p:',r3 '^ FROM TREATMENT UNIT ff ... •::y A(fn V1'r' flt y'1 .. 1.w U) X 20.2 / cc ENDCAP TYPE ^'"" .I,B,,€:1: t'vrt°' ^ u Ch° W / '•' 20.3 \ LEVELING DEVICES °�° ACE OF BUILDING "` `+'� L / QI X 16'X 16" 8 rf PLAN VIEW VENT STACK •b• COMPACTED EMBEDMEN 4°' •� j z / 2 STOPPER OR END PLUG ••.••• FLOOR SLAB OR STRUCTURE LATE OR OTHER rt�`r; '�!;';*;t°3'v"i,11 c•5 r' -•`" ' C V / 20-'� 11" SUITABLE COVER y'' r'€`:':E. F•I`.iA IF / r GRADE 20. �^ Q / X 20.6 j\/j\\ \�� r,. % INTERIOR •,� EXTERIDj ,a j\ \/%/� ;\ Cdr ?nyl w' 3e; r ^ FROM TREATMENTUNIT ;�\��\/ \i /��, / \/ ,'i,\ ? 20.7 C'y� \\ (4'MAX.) ,\ . \, . � ia: ' .� S °' W Z O �/ /\\/ TO LFAIIFFL0 .�•' w•ELB V✓YE 1 fix$ M 'i ,�i '. , fY O \ O '` 20 5 /\ WASTE LINE v //� / , FyJ !`••i I x INLET I.E.17. NLETI.E.17.4 SEPTIC TANK—+ ALL SITE DATA SUPPLIED BY NATHAN TAFT CORWIIV II LAND SURVEYO ', / .`°:is::::;..,.^. �d J 20 SET ON A 12"BED '4 MINIMUM 4 2'CAST IRON EXTENSION FROM /�/ O C1 —' X 20'8 SECTION FOUNDATION BEFORE TRANSITION T04"0 LU w �'•� 5 OF SAND OR PEA GRAVEL ASTM 0-3034 COMPLIANT SDR 35 SEWER PIPE JAMESPORT, N.Y. 07.24.23 J�v JQ'v CLEANOUT AT FACE OF BUILDING SCTM#1000-52-03-14.1 /21,681 SF /.498 ACRES ch o F PLASTIC DISTRIBUTION BOX ELEVATIONS NAVD 1988 DATUM ry / O SCHEMATIC Q 9 F POLYLOK 3017-206-60R EQUAL PROPOSED SITE PLAN SUPPLIED BY w/HEAVY DUTY LOCKING COVER TO GRADE SAMUELS & STEELMAN ARCHITECTURE o A o ,gyp 1. 20' vim/ 21.3 O '�'/�� 0 > X '/nn Q r^ X19.5 19.9 / p O V�Q VJ X / O �� o 20.3 11 1 o X L1J 7' F- I/ -- X21.3 O <_ L (0 4 U O 1.4 � > r do cue p ,� Fl7i s/0 W o r N } " o s�, "FS�F0p Q 19.0 aN 0d' o Q_ r �• ,�- �. r -a r 21.4 O � I ) ' O l hY�j AW �' �� 3 6 J i3 '•q �1 / / 20. w t co00 X 18.9 W O e— " 21.2 / �/ U / X Ldp .. el F� 9,Q SANITARY SITE PLAN ENLARGEMENT SCALE = 1 :10 Yo I r r MAR 10, 10 0 10 20' U) T d £ \ •� z PRC>���� i 24"LOCKING POLYETHYLENE —11'-11114" COVER TO GRADE es• �° ° i�%-==��� 24"LOCKING POLYETHYLENE I es'3" � lii e2, ��` COVER TO GRADE ° CONTROL PANEL AND AIR PUMP W IN POLYETHYLENE ENCLOSURE ON PRECAST CONCRETE PAD { U C ok RECIRCULATION ASSEMBLY m� �;` mei RECIRCULATION ASSEMBLY i 245 COMPLETE AN600 ���� ��� 245 COMPLETE AN600 EC050-30-L-100-PLC ';y I PLC CONTROL I W r^ HP80 COMPRESSOR v J • '' o W • �, POLYETHYLENE OWTS � Z Z HYDROACTION TREATMENT TANK AN600- PLAN VIEW NTS L u EXISTING 2 I -00 O V / ELECTRICAL SERVICE DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT GROUND AIR HOSE AND FASTENER 3/8-16 X 3 J"AT HHCS ELECTRICAL SUPPLY IlIf Z w/SS NUT&WASHER JUNCTION BOX FOCUS DBS-97-JB TO TREATMENT UNIT O "'HYDRO ACTION CONTROL PANEL, LINE FROM STREET E —E —E __o RECIRCULATION PUMP OR APPROVED EQUAL E? CV VENT W/CARBON FILTER& AN 600 SERIES HYRDO ACTION TREATMENT TANK -- - PLC CONTROL HP80 COMPRESSOR 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, D U) LOCATED W/IN VIEW OF SEPTICTANK QUICK DISCONNECT 20 AMP MP -- - MIXER PUMP PLC CONTROL PANEL WITH AIR BOLTED TO PREVENT UNAUTHORIZED ACCESS. PUMP MAY BE MOUNTED ON � O SWITCH PROVIDE POLYLOK 3008- UNIT OR REMOTELY. IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR AIR HOSE { ClAIR WEST 24"FLAT COVERS&SAFETY GRATINGt DEVICE SHALL BE INSTALLED 10 AMP PUM — ——— TO DIFUSSER PROVIDE POLYLOK 3008- N WEST 24"FLAT COVERS&SAFETY GRATING j MAMPCLEAN OUT TO GRADE 2 0 X 4' POLYLOK I I CORE DRILL TANK AND INSTALLFFE 23.3 2-8'0 X 8'DEEP LEACHING POOL WATERTIGHT SEALED FLEXIBLE JOINT FACE OF BUILDING DISTRIBUTION BOX W/1 EXPANSION POOL CONTROL- APPROVED BY THE MANUFACTURER TYP. n GRADE t 20 0 PANEL Lf———— ——— HIGH WATER FLOAT 1. 1... INLE OUTLE ii t10, t5,LE 17.6 1 E. 17 I TOP OF POOL 1 :f ±5'( I 4"PVC PIPE(SDR35 4' PVC SDR35 TEE w/SOLIDS DEFLECTOR I a FT I EL. 18.2 TEMPERATURE RATING OF FIELD I MIN ''SFiSLOPE MI N.�t'/FT�LOPE I I.E.18.3----/ HYDROACTION \`-1 I.E. 17. E177 — AN300 1 e n.e i INSTALLED CONDUCTORS MUST GROUND v LEACHING I BE AT LEAST 140 DEG F(60 DEG C) � I 1 POOL I 600 ATU w/PLATFORM COMPLETE DASHED LINES REPRESENT FIELD WIRING PRETREATMENT TANK i TERMINAL STRIPS AND GROUND LUG I ALL PIPE TO BE MINIMUM 4'0 I BOTT.OF POOL USE COPPER CONDUCTORS ONLY. SCHEDULE 40 i SDR 35 SEWER PIPE ; ( EL.9.7 CONNECT GROUND LUG IN PANEL TO A DRAWN BY: M SECURE EARTH GROUND 1 EXTERNAL COMPONENTS 3"THICK BED OFCOMPACTED DATE: 08.07.23 COUPLING-4"SCH 35 PVC SX SAND.MAXIMUM TOLERANCE I HIGHEST EXPECTED GROUNDWATER (COMPRESSOR AND/OR PUMPS) ; OF i�" IN ANY DIRECTION SCALE. AS 'DOTED I I ELEV. 5.5 PROVIDED BY OTHERS AND MUST BE ADHESIVE CARTRIDGE w/ I GROUNDWATER ELEV. 3.6APPROVEDTHERMALLY 1"#10 SELF TAPPING SCREW(PPH ZINC) IA PROFILE PROTECTED PUMPS HYDROACTION TREATMENT TANK AN600- SECTION SHEET WIRING DIAGRAM VERTICAL SCALE:$" = 1'-0" BRANCH CIRCUIT PROTECTION AND ACKFILL WITH CLEAN SAND MAIN DISCONECT PROVIDED BY NTS NTS STANDARD HYDRAULIC LOAD 660 GPD INTO VIRGIN SAND& GRAVEL OTHERS AND MUST BE SIZED a WEIGHT OF EMPTY TANK 1100 LBE ACCORDING TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS a °e AN600 245 NITROGEN REDUCTION SYSTEM DRAWN BY ADAVIS e I e h dr Ct1U jj DATE REV IPART# Y.. n,�m�•gro,,dNp 08/02/17 o HA-AN600 a OF 2 SHEETS i ARCH/TEC SA \4UELS+ STEELMAN O� O/- O O� 04, ADDRESS\ �� 25235 MAIN )AD CUTCHOGU NY 11935 -pO , , Q�. � 631-734-640 / �'� 'sF ,, s{':;a ��� •� � '`��� 0/, CONSULTAI S: ✓� SEPTIC AN )TRUCTURAL ENGINEER: ® • S �'�O M,ARESCA 6 'SSOCIATES �$ �� 188-04 WES WONTAUKHIGHWAY \ 10.5BZ/c Q COQ HAMPTON E YS, NY 11946 ��� OWNER: DAVID HOF 4AN . ,s \ 225 5TH AV 11 E NEW YORK `!Y 10010 �X� F SF Ali T 40, PH, 917 85577, = + rM '�99 , . � 2 1.0 REVISIONS: 20.8 23.7 c) T �cF ccjJ� q�0 o � � sT ;y O �N �s\c „ 9 6 c t _ 'QO qiy PROJECT C .ME. N F 'L! 29.9 � 21. ........... .. ... r ... . . Q .r gyp, 19.5 �?. t \ r F . 19.1 o ti Fs ti � � F F��1.� , T 0 OS C,921.4 O, ' Lmn Fo D 18.4% ✓ 1 F s c T F i A w K ion 44 00, 4Q 0 O F R i� A 0 i F J 2 lS \ ti 9 3- i -� s T c F NA , Y 1 �: ti 17.8 0 ti - F17,5 v� o . . G R S 40. 4�1 140 Ox.1.4 y`am _..... p .'�` ....... IT9 U. Zz 2 ?. F+ X0 19. off, \co q ,o s. lF .%l� . m � _. R O , �.'". �\ t 3 GI IV 18.1 IV 18,�? S� FT qs ri Otis PROJECT A, )RESS: qS; 1275 RU -'LANE O,�C + y ° 19.0 p �' 1 ® o q<TA Cq .2 S U HC )NY, 11971 � S'T T,y Q� Off. qTF �p � O,y 2f). �,�� cj\5- SESPI I- RED AR SEA �Q 2 E � . �`�c � � • . \ .HOLE° v . c p. 1 :8, �0 a Q �� cST 04436 Q�- y 2 0�3 F< DRAWN BY,, Author DATE.• 9/2 +'20231:15:44 PM 0 0 SCALE: = 1'-0" DRAWING S+ ET NAME: ° a SITE f LAN d DRAWING S --ET NO: qA .......... ........... ........... . ...... ............ TmO03 , 00 .. ............... .. i ARCH/TEC a b SAmUELS+c , STI —' ELMAN,l -----------------------------------------------------------�F I I I I I I I ADDRESS: ii 25235 MAIN SAD ' CUTCHOGU 'VY 11935 631-734-640 � I I REMOVE OUTDOOR DECK CONSULTAI S: AND TRELLIS STRUCTURE SEPTIC ANE . TRUCTURAL ENGINEER: I MARESCA 8 SSOCIA TES 188-04 WES VONTAUKHIGHWAY l HAMPTON E YS, NY 11946 I i I I OWNER: i I I I DAVID HOF �JAN 2255THAV - 11E I ' NEW YORK ' ''Y 10010 REMOVE WOOD TILE FLOOR I I I 1 WOOD/TILE ��99 I I I I I REVISIONS.- REMOVE EVISIONS:REMOVE CABINETRY REMOVE SI ING —— FIXTURES AND WIND WS THROUGHOUT I i I� o �i I �— —J I BEDROOM BEDROOM -- --777 - - ——— PROJECT P ME: 107 108 DINING KITCHEN N777 I -- I REMOVE ALL " •• 1_ "'"1 �: 1 , . 1• 1 . . 1' • 1:, I. "1 • '•r INTERIOR DOORS BRACE INTERIOR WALLS I ', '" II I REMOVE GARAGE DOOR AS NEEDED THROUGHOUT II I AND TRACK DEMOLITION — I lk — REMOVE CONCRETE \ I APRON — _ _ REMOVE EXISTING EXISTING GARAGE TRUSS ROOF AND CEILING I I I HALL I F- -�J I I I REMOVE EXISTING -- I � — BOILER FLUE AND CMU REMOVE ALL ENTRY PLUMBING FIXTURES I I�� AND FINISHES TH 0 I LL: , I I— —I 04 LIVING ROOM BEDROOM �� I I 101 I ROOF AND TRUSS STRUCTURE 105 — I TO REMAIN II - T'- °� L°J B I I - - — — — — — — — — —� 1 I I I REMOVE BAY WINDOW I I I I I I I I I I I I I l I REMOVE GABLE ROOF _ABOVEI — 3 PROJECT L - - - - - - - J I 1275 RU( 'LANE SOUTHC 3 NY, 11971 EXISTING CONCRETE STOOP TO REMAIN FtED ARC ,1Eq/vS 0,' 04436 CQ� FOF NE�� I DRAWN BY.. Author DATE: 912 i'20231:14:58 PM LEVEL ONE DEMO PLAN SCALE: A �ndicated SCALE: 114"_ o° DRAWINGS "ET NAME: DEMC L.ITION PLAN DRAWINGS "ETNO: cm= 100100 I —------ --- -------- - --- --- - - - - - - -- -- -— _ ARCH/TEC > I j . EXISTING WALL i " R NEW WALL SA ` � 1V EL S-�- WINST DOW � E LM Aid a b c DOOR 3 (SEESCHEDULE ON SHEET X-X,(X) -352.0 ADDRESS: 25235 MAIN JAD OVERHEAD AND BASE MILLWOFK � 12" SONOTUBE AT 3' CUTCHOGb 'VY 11935 -__————____ (ALL MILLWORK TO BE CONFIRMED BELOW GRADE WITH 1-734-640 VIA SHOP DRAWINGS) I POST ABOVE (TYP) I I CONSULTAI "S: 11 WALT_TYPE TAG I SEPTIC ANC TRUCTURAL ENGINEER: MARESCA 6 =SSOCIATES (SEE WALL DETAIL SHEET A-800 00) 188-04 WES VONTAUK HIGHWAY ROOM -- Z ROOINTAG I - - - - - - - - - - - - -2X1�I-PPPPPPT UsH- - - - - - - - L- - - - - -� 101 I I HAMPTON E YS, NY 11946 I OWNER: 1 I DAVID HOF '.IAN I I ( I I 2255TH AV 11E NEW YORK !Y 10010 o NEW SCREEN PORCH PH. 917855 199 a cs NEW 3" SPRAY FOAM INSULATION (R-19) ABOVE I I WITH PLYWOOD COVER. SHIPLAP FINISH I `�'' x REVISIONS: �1 I 1 I I I 2 - 2X10 PT LEDGER W/2X4 SPACER @ 32" O.0 W/1/2" GALV M.B. I NEW EGRESS - - - - 42'- 11 1/2" 221- 1" WINDOWS. PROJECT r IME: \ - — — — — — — — — — _ TOTAL OPEN SF: 8,2 SF , 31 .411 � 10' - 1" \ SILL: 40" A.F.F � � 1 _ JDD 2 RISERS/TREAD TO— — — — — — — — — — — _ —I - - - - - - - - - - - - - - - tGN1NITl#NE-W-FtflOR- - WHEIGHT: 41" EVEL AT DEN. EXISTING W WIDTH: 29" I TER EVERY OT ER JOISTS @' a ° _ a. CONCRETE STAIR =• ° NEW STEEL WINDOW 1) 91/4 LVL P R CODE - - - -- -- - , n a <a. o I I , .I _ I• _ II II II II II d- Ia d WELL. TO BE PAINTED d ..°.. V. SEE DETAIL cy, 6'19 1/1 I I I t' I II ,j ° = q ` ! M. ° d•. Z 1 z - — I ~ -7-a'AFF I ' ° EXISTING GARAGE _ -600.0 d CONFIRM LOAD \ w I — -- - -- -- - EXISTING 4" METAL _ I- p,.: ° : ,` a. :f° 4" CONCRETE PRIOR TO CONSTRUCTION - _- I POSTS TO GIRDER NEW 4" O.D. ROUN 32 I G d Q a° n, `;•a'„ , ! • • a•_ G° a 4 d SLAB ABOVE _ uj METAL COLUMN a °:, ABOVE NEW 3'X3'Xl L °• d _ Q� PC FOOTING BELOW . .' r, d'._ ° 6' - 11" 5' - 1" EQ EQ1-011 d _ CONFIRM EXTG. GIRDER --- - --__ _ - _ _ , d \ e 8, BEAM ON FOUNDATION WALL " ` . - EXISTING 3 - 2X10 GIRDE d V�.O d•"° -gid' v .,°s a-° °d 'e<• d. NEW EGRESS - - \ M — — — — — — — — a WINDOWS. \ _ 1 WOO POST OVE CASE AROUND GIRDER WOOD OST ABOVE .1 a _LL, °" = e4: ': d -350.0 ° d ° . TOTAL OPEN SF: 8.2 SF \ 3'-4" NEW 4" O.D. R UND METAL = ID31 ° - ° ; < _ - b COLUMN ABOVE NEW 3'X3'X1' - a CONFIRM_EXTG:,GIpE,R "a �, SILL: 40" A,F.F - ADD (1) C 9 X 15 EACH � NEW FLUE _ _ W HEIGHT: 41" SIDE OF EXTG GIRDER @' 4` -° BEAM 0-�1 �O.lkl� °° 4 ° ° " a FOOTING BELOW FOR BOILER a tiAfiYON d�' 3/8" BOLTS @ 0 1 I °: ,: '_ z_ w ° .a ° . . _. . - a1 41 W WIDTH. 29 ABOVE ° nWA� o 16" 0/C STAGGERED TOP & I.a,- ix 4 N M \Z BOTTOM DOUBLE AT ENDS Z I BL ° '- a d - 1 ° a 'e d- a •,< ' X I °, ,'_ n•° EXISTING 8" a - .. < dg,.o CONCRETE WALL ABOVE MINIMUM 9' SF - - I WH =,1 d d _'. - :�• p vsd; d. EGRESS ACESS — — — — — — — — — — — I MCH 1 a da. , <ed; , a� :la.�. � "° ° _' WITH FOOTING BELOW PER CODE ~ — — — — — — — — — —STSTEI�EVERY OTHER-J OTSTS\\\- — fi — — - 03 „ _ W/(1) 91/4 LVL PER CODE 8 d• -1 ` : a d G SME R a da ° 'd ° PUM 9 • �� I a • a ' . PROJECT A, :CRESS: 4, ° - = ° - 1275 RU( 'LANE SOUTHC D NY 11971 35'- 111 7 Z. - s d 47 a'e D AR J EAS S a d=• 4' ENCLOSE FJ ABOVE NEW LVL FLOORING PER SPEC EXISTI G 8" I CONFIRM LOCATION -� WITH GYP BOARD FINISH CMU (MALL ABOVE BY CODE. DISCUSS WITH F OTING BELOW BAT INSULATION REPAIR 2 WITH ARCHITECT . sTq 04436 p,E. AS NEEDED -351.0 OF NO'( I I I DRAWN BY: KS DATE: 91� ''20231:12:46 PM SCALE: A ndicated BASEMENT CONSTRUCTION PLAN DRAWINGS, SCALE: 14"=1'-0° -- — ---- BASET LENT CONSTR. PLAN DRAWING S _ET NO: i M ARCH/TEC S: i ,��' 77 EXISTING WALL SAUELS+ . ., NEW WALL A ST11-011111E LMAN a WINDOW ( b c 3 ADDRESS: DOOR -352.0 (SEE SCHEDULE ON SHEET X-)YX) I 25235 MAIN DAD �Q0000/— STAIR READ REMOVABLE SCREEN PANELS CUTCHOGU NY 11935 STAIR READ 51/2" 51/2" SEE ELEVATION 631-734-640 OVERHEAD AND BASE MILLWORK 2 __ (ALI_MILLWORK TO BE CONFIRMED 3' -61/2" Lr3,-61/2" 11" 6'-8" 11" 31-61/211 3'-61/2" CASED POSTS CONSULTAI SEPTIC ANC 'TRUCTURAL ENGINEER: VIA SHOP DRAWINGS) WALL TYPE TAG ` UP ' N = N ARESCA 6 SSOCIA TES (SEE WALL DETAIL SHEET A-800.00) 188-04 WES HAMPTON E YS,, NY 11946 GHWAY ROOM ROOM TAG 3 - 2X6 HEADER OWNER: 101 U1 ,' N DAVID HOF 1AN �' 225 5TH AV - 11 E MAHOGANY DECK �, I M I NEW YORK `•lY 10010 W OVER 2X8 PT FJ w PH. 917 855 )99 C3 I _ O 2X6 POST w r _ GAS GRILL HOOK UP Lu N co 10 co I NEW WINDOW4" 2 NM REVISIONS: EADER VE VENT TO EXTERIOR 10'-01/2" 10'-3" 10'- 101/2 5'- 11 3' -7 N22'-5"NEW WOOD FLOOR PER SPEC 'u --- `� - __ 0 0 3 91/2" LVL HEADER -0 1 7 Z - 10" 3'-2" 2'- 10" 4'-41/2" n(3 2X10 HEADER ED3 0 0 Reri erato �W I L i o PROJECTP ME: ;o LBWA 450 PLF 1 5 o v - I - - - - -400 - - - - `_" DINING L J Uo I 1 --- --- i co ------- j BEDROOM N ( �I N 103 ( N KITCHEN �' 107 I > 1 I BEDROOM N i I �, 102 I n cn w - 0.0 I CN o I "' � o , ,r• I - 11• 1, -2X8 HE ER f� ( m I. I: t I I I CV x i I I w I a uR I - ED2 o 1 I BOLTED I I I I I �? N r ~ J � � I- 'l I ._ _ \ -0 - - -- - CONNECTI N I 'a � WOOD POST ABOVE -600.0 1 ID14 LBWA 400 PLF SEE DETAI - - I- 7 I (w NEW WOOD LAUI DRY/MUD ROOM _ ID7 - - - 12'-3" I 1 wine V I II ISLAND c� I r, X cu RAILING 111 0 -400.0 6 _ \ CL 3' _2" 3'-01/2" 5'-51/2"' = I ' ' ID13 ID22 _ _ _ LBWA 150 PLF _ 4-2 x 6 TO CODE I I= o �" I N _ CL IDB 7 ---- 2 - 2X8 HEADER _ - - - 2 LVLin J o. - -- ---- - 3 LVL wl 2 — _ N CL ) CL CL ID I � CL �'_ ___= 1"X11"STL ----- -400. C .— ID17 i N ID20 _ N; - ID12 ID10 - -CL- - -PLATE - - I - o i =1 - - Z w - - - - - cO _ -- ur =-- I w , M o 2 4-2x + _ 1 4-2x6 HALL ID3 ll_ 4-2x6 co -- --- >< 11 : ID5 109 _ _ _____ ALIGN PO TS LA-403.0 - 3�0 q „ - o 2-LVL . ; �ID15 EXISTING RIDGE TO REMAIN W N EXISTING DOOR - 0 _ II ___-- WITH GIRDER BELOW I C N I � X , HEADERS L) BEDROOM m I ID 2 --- NEW W OD FLR . N I �" o ci Q o -401.0 --_--- N I \ �I 105 { n-- --- ON EXISTING FJ �r, _ _ II NEW FLUE N �I @� 10 A-401.0 8�- - ENTd �;__ - " I _ " I FOR FURNACE DEN _ u I 100 -- -- � -403.0 4 rn I Q o c I '-- 1 LIVING ROOM oo o CN 110 - -- N I m "'10 9 -- -- -403.0 101 I ( I o 0 �I I � � M I I 3-2x6 NEW GYP B ARD CEILING o I 04o wl uP 15 -7 AND INSUL TION BELOW I W � _ u > 1 w EXISTING RUSSES cNn ,<I _ I - 2-LVL W ID16 _ @�i cr o I \ N v _ L - t A 30 L _ M _ - 2�LVL LB A 820 PLF w PROJECT A .)RESS: 3'-0" o — D23 6 A-001.0 x o I N I _ _ w N 3--9 1 2' LVL HEADER N " 1275 RU( PLANE _ _ - J NY, 11971 SOUTHG ---- _ -- - I �T I -I-- - - 3 = in 0 L XI 1 �,.� " Y D ARC ENTRY LANDING �' �`IBANs -401.0 � 2 - X8 HEADER v � 4' - 111/2" 5'-b1/2" 4'-81/2" 4' -2" ______________ ,� 61 - 411 6'I- 111/2" - 10' -01/2" 5'-51/2" 10'- 112" - 1 1 112 �► 0 61 -411 1/2 " NEW WINDOW HEADER NEW 8X8 POSTS 8'-91/2 ' I 5'-41/2" 51 -41/2" EXTEND EXTERIOR WALL AT ENTRY V.I.F. FOR SHUTTERS sr'9T 04436 NEW BLUESTONE 1 -91/2 FOF NEWS STEP ON EXISTING LANDING i (NEW LANDING) ONE(CLADDING I DRAWN BY: KS 2 DATE: 91, x'20231:12:54 PM SCALE: A ,ndicated DRAWING S =_ET NAME: FL00 � 1 CONSTR. PLAN � LEVEL ONE CONSTRUCTION PLAN SCALE 1,4"=1'-0" DRAWINGS ::ET NO: A -mi I ARCH/TEC EXISTING WALL SAM UELS+ � ..� NEW WALL STI � ELMAN WINDOW a 3 C ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-AAA) -352.0 25235 MAIN SAD CUTCHOGU NY 11935 j 631-734-640 OVERHEAD AND BASE MILLWORK (ALL MILLWORK TO BE CONFIRMED CONSUL TAI 'S: VIA SHOP DRAWINGS) SEPTIC ANC JRUCTURAL ENGINEER: WALL-HYPE TAG MARESCA 6 "SSOCIATES 1 I (SEE WALL DETAIL SHEET A-800.00) F 188-04 WES .MONTAUK HIGHWAY HAMPTON E YS, NY 11946 ROOM ROOM TAG OWNER: 01 DAVID HOF 'IAN 225 5TH AV - 11E NEW YORK ',!Y 10010 PH. 917 85." )99 NEW ASPHALT ROOF ELOW I I I REVISIONS: HALF ROUND GUTTERS 33'-0" 9'-3" 10'- 1" 1 ' -71/2" 4" 10' -51/2" 5' - 10 1/2" I 3' -0" 6' -3" 3'-21/2" 8' - 5" I PROJECT t ,.ME (2) 2X8 (2) X8 (2 2 8 M\BAT, M o �I I ol. k `X2 DRESSI G , I N - � I o I o I 203 o I I •�aI x� �' .2 11 2 LLJ � t........_........N'o..._... .. I(.: ........................._._..U... ....._..... _.3i _31/2n 6i_81/2ID2LC. .........II o itt r` I x IIF { t N 4' -4" HALL 3 25 ID26 11 0-4 M _ 206 I O° 1 ch M V w1c 1 EXISTING ROOF ID2 N 1 :4) C-) 129 BELOW, NEW -- -- o I ASPHALT SHINGLES -- — — — (3) 111/4" LV RIDGE BEAM (3) 2X6 P A� I ------ (2) 91)2" LVL RIDGE BEAM TO RIDGE 1 " (3) X -- _ -----— -- M. BEDROOM I ;o R o I 1 350 0 WP N 201 co TO I BEDROOM L4 C) I x = I �I NEW CEILING RIDGE AT CATHEDRAL n 6c -- I o f o NEW CMU CHIMNEY I x( WITH LEDGE STONE FACING I' QI o I 3'-8" GYP EOARD CEILING NEW ASPHALT x I BENCH J AT 8' 1 2,-6„ I - ROOF BELOW N v v PROJECTA, �)RESS. (3) 2X8 (3) 2X8 0 (3) 2.1 X3 1275RU( q LANE -- -- - ---- ---- — — I — — — — — — — I — — — — — — — I — — — � SOUTHG U NY, 11971 • D ARC J EA/V NEW WOOD FLOORING 1 31 -911 51-01 4'-91 4 -91/2 2 -6 31-911 THROUGHOUT - - -- d , 12'- 11 1/2" 111-01/2114 1 1 I 6'-91/2" CP 1.10 HALF ROUND GUTTERS NEW ROOF BELOW sTgT 04436 OQ`� FOF NEWS I I DRAWN BY.• Author DATE: 91z20231:13:00 PM SCALE: A ndicated 227) - DRAWING Si --=ET NAME: -351.0 --- FL00 � 2 CONST PLAN LEVEL TWO CONSTRUCTION PLAN SCALE. 1/4"=1'-0" DRAWINGS SET NO: A -mi 01 mooI I ARCHITEC 3: f - ------------------ EXISTING WALL SAMUELS+ NEW WALL STI ' ELMAN a h WINDOW "' C 3 ADDRESS: _ DOOR -352.0 25235 MAIN JAD (SEE SCHEDULE ON SHEET X-XXX) CUTCHOGU .VY 11935 j 631-734-640 CONSULTAI -S: OVERHEAD AND BASE I SEPTIC ANC TRUCTURAL ENGINEER: ________ IONIIRME(ALL MILLWORK TO BE CONFIRMED I VIA SHOP DRAWINGS) � MARESCA 6 -SSOCIA TES WALL TYPE TAG 1 I 188-04 WES vIONTAUK HIGHWAY (SEE WALL DETAIL SHEET A-800.00) I HAMPTON E YS, NY 11946 I I ROOM WNER: 101 ROOM TAG ASPHALT ROOFING ON 3/4" PLYWOOD, DAVID HOF ",4AN HOUSE WRAP, ON NEW 2X8 @16" RJ. 2255TH AV - 11E — ---- RUBBER MEMBRANE NEW YORK "'Y 10010 PH, 917 85� `)99 REVISIONS: NEW HALF ROUND GUTTERS 1.5/12 SLOPE PROJECT t ME: � I I �I 'I II__ NEW ROOF NEW ASPHALT ROOFING AT EXISTING ASPHALT ROOFING ON 3/4" PLYWOOD, ON EXIST NG RJ SLOPE I HOUSE WRAP, ON NEW 2X8 @16" RJ 4/12 SLOPE I I EXISTING SLOPE I 2 I 1 _ _ NEW ROOF AT 4/12 SLOPE )4 350 Od I i (D I I i EXISTING SLOPE NEW CMU CHIMNEY WITH FACED LEDGE STONE I I PROJECT AI )RESS: 1275 RU( (LANE 3 SOUTHC NY, 11971 — - /12 4/12 D ARC SLOPE SLOPE JEA/VS��T�C I e�•,o NEW HALF ROUND GUTTERS I STAT 04436 EOF NEW DRAWN BY.- Author DATE: 911L' '20231:13:05 PM SCALE: A ndicated 2 DRAWING Si -ET NAME: -351.0 - ROOF CONST PLAN ROOF PLAN SCALE 14'=1'-0" DRAWINGS =ET NO: A ., 102100 ARCH/TEC NOT IN SCOIE SAVmlUELS E + DOWNLIGHI I STI �ELMAN ❑ (SURFACE NOUNT) ODOWNLIGHI ON SENSOR a �+ S (SURFACE NOUNT) C ADDRESS: RECESSED LIGHT FIXTURE 3 -352.0 I 25235 MAIN AD CUTCHOGU '!VY 11935 SMOKE DETECTOR 631-734-640 O CEILING FAN CONSULTAI 'S: i I I SEPTIC ANE TRUCTURAL ENGINEER: MARESCA 8 ASSOCIATES CHANDELIER 188-04 WES MONTAUK HIGHWAY _ _ HAMPTON E 1S, NY 11946 Ll HORIZONTAL COVE LIGHT ! (SPECIFY VIA SHOP DRA\MNGS) OWNER: L2_ _ _ _ HORIZONTAL SHELF LIGHT DAVID HOF ',IAN (SPECIFY VIA SHOP DRAWINGS) 225 5TH AV - 11 E S ROLLER SHADE I I NEW YORK JY 10010 H PH. 917 85v` )99 SOFFIT LOCATION ' (CONFIRM CURING CONSTRUCTION) I REVISIONS: I # DROP CEILING DRDP HEIGHT ! DATA/ETHERNET OUTLET (H=NON TYPICAL HEIGHT) I DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) I GI-I GFI OUTLET 1\\\\\ \ (NON TYPICAL HEIGHT) I PROJECT P ME: 4, _O., 220 22 VOLT OUTLET WP WET INTERRUPTER RECEPTACLE - r -\ ----- _ N _ I QUAD RECEPTACLE (H=NON TYPICAL HEIGHT) 1 1, I I � `� i - ,I I'. - i •, ,I • II II II II II II —�I I ` I '• I,-•-.I,- :I-• ,i- -• i. -' ° ii ii ii ii ii I SWITCH(VIF) i I \ i i . " - II a II u u I . I'- I f Al •-I. ' � ii ii ii ii ii D SWITCH ON DIMMER(VIF) -6 O O I r _ ❑ I 1 i THREE-WAY SWITCH 1 f �s �-` j J L - \ T xx THERMOSTAT 'i I �� r 41 -01' r \fi (H=NON TYPICAL HEIGHT) SPEAKER I T L J OH (H=NON TYPICAL HEIGHT) -- - - - _ _ ! _ _ ow TV AV(HDMI PORT H (H=NON TYPICAL HEIGHT) -350.0 a JUNCTION BOX J L FJ / EXT❑ EXHAUST r I I I I I I III I I � II REFLECTED CEILING PLAN LEGEND _ _ \ r t J� �� LJ - - - - - - - LJ I ----------- L J I I I PROJECTA, .)RESS: I Io I I 1275 RU( q LANE Tr SOUTHC :7 NY, 11971 D AR 0 EA/VS a "ce uio sT�TF 04436 I 2 - OF NEw -351.0 --- DRAWN BY: Author DATE: 91,' ''20231:13:08 PM SCALE: A ndicated ' DRAWINGS, -=ET NAME: BASEIIENT ELEC PLAN , ❑-� BASE_MENT CONSTRUCTION PLAN DRAWINGS -ETNO: 1 1/4"=1'-0" I ARCH/TEC I I NOT IN SCOPE ! SA �I UELS+ O DOWNLIGHT (SURFACE MOUNT) STI -' ELMAN DOWNLIGHT ON SENSOR qc; (SURFACE(MOUNT) ( R ) RECESSED LIGHT FIXTURE ! ADDRESS: h /C SMOKE DETECTOR j b G' 25235 MAIN DAD CUTCHOGU VY 11935 7 3 631-734-640 O CEILING FAN -352,0 CONSULTAI S CHANDELIER SEPTIC ANC -'TRUCTURAL ENGINEER: MARESCA 6 SSOCIA TES L1 HORIZONTAL COVE LIGHT 188-04 WES '40NTAUK HI GHWAY (SPECIFY VIA SHOP DRAWINGS) HAMPTON E YS, NY 11946 _ I I i, L2_ _ ,� _ HORIZONTAL SHELF LIGHT OWNER:__ (SPECIFY VIA SHOP DRAWINGS) - ----------- DAVID HOF 4AN S ROLLER SHADE I 225 5TH AV - 11 E H NEW YORK 'Y 10010 SOFFIT LOCATION I PH, 917 855 �)99 I I • (CONFIRM DURING CONSTRUCTION',, ! i REVISIONS: I I # DROP CEILING DROP HEIGHT I I II I ® DATA/ETHERNET OUTLET SHIP LAP CEILING, (H=NON TYPICAL HEIGHT) - PAINTED qp DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) GFI GFI OUTLET (NON TYPICAL HEIGHT) CONFIRM OUTLETS MEETS CODE I __ __ , �\ / I I PROJECT P ,ME: 220 22 VOLT OUTLET j —— WP WET ZONE GROUND-FAULT CIRCUIT \\\\ — o 0 INTERRUPTER RECEPTACLE \\ eTrigerato ODvv I ISO LED QUAD RECEPTACLE — — — —BEDR QM — — BEDROOM — (H=NON TYPICAL HEIGHT) C -,I DINING r " -� 7 I --- --__ 1 SWITCH(VIF) 103Q EQI i 1 Ia) \\ D SWITCH ON DIMMER(VIF) ,�' KITCHEN �� �� 102 �� _ �- - I: " t -• � ' - - I- I' .,_,� I THREE-WAY SWITCH 4 T LAUNDRY/MWD ROOM -60x:0 _ i m — THERMOSTAT I 1 r r �H (H=NON TYPICAL HEIGHT) `® D 11 EQ EQ 111, U.C. �D I ,' I Win I III II ' I SPEAKER S H I(H=NON TYPICAL HEIGHT) _ _, �D �D D -- lio TV AV/HDMI PORT , 11 T H (H=NON TYPICAL HEIGHT) I IIIII JUNCTION BOX / � L CASED HEADER ° ', 751m�EXT EXHAUST ��—HA - - -- -- -- - -- - D ENTRY ====\� ; LIVING ROOM EQ REFLECTED CEILING PLAN LEGEND I ��' D 11---- IIIII 1 , w - IIIIII Ay PROJECT A, :)RESS: - f ° 1 1275 RU( !LANE REFLECTED CEILING PLAN MOTES CONFIRM OUTLETS BEDROOM ! -- '-- DEN ' ° I SOUTHC :)NY 11911 (1,) G.C.TO CONFIRM ALL ELECTRICAL/POWER/DATA'AV WITH FINAL OWNERSIMEET CODE I _ — J � I , 105 CASED HEADER I 110 APPROVED EQUIPMENT SELECTIONS AND MANUFACTURER CUTSHEETS. �` ARCHITECTLRAL POWER PLANS FOR REFERENCE TO DIMENSIONS ONLY, NOT FOR �` _ _ \�� ; - , w CONSTRUCTION. CONFIRM POWER REQUIREMENTS WITH ELECTRICAL T / \y.�ER �EgRctiiT DD I E N REFLECTED CEILING PLAN NOTES 1 N Is, ENGINEERING POWER DRAWINGS AND MOST RECENT NEW YORK CITY ELECTRICAL (2.) GBDERAL OUTLET HEIGHTS 18"AFF(HORIZONTAL PLATE); BATHROOM OUTLETLa REFLECTED CEILING PLAN NOTES HEIGHTS TO BE CONFIRMED IN FIELD; KITCHEN OUTLET HEIGHTS 39"AFF. CONFIRM EXISTING XHAUST (3.) CONFIRM ALL FINAL AUDIO/VISUAL LOCATIONS WITH OWNERSHIP. CONFIRM ALL - ---- REFLECTED CEILING PLAN MOTES INTERCOM REQUIREMENTS WITH OWNER PROVIDED AN CONSULTANT AND ® ® (4.) FR YfNG'OUTLETS TO BE FIELD VERIFIED, REFLECTED CEILING PLAN MOTES 04436 �Q. FOFNEW� (5.) LICENSED ELECTRICIAN TO EXAMINE PANEL AND PROVIDE LOAD LETTER PRIOR TO REFLECTED CEILING PLAN MOTES THE START CF CONSTRUCTION. I i I (6.) AFCI PROTECTION FOR ALL NEW GENERAL PURPOSE RECEPTACLE BRANCH DATE:DRAWN BY- 12023 Author Author 91-" 3:17 PM CIRCUITS PER PARA, 210.12 OF THE NEW YORK CITY ELECTRICAL CODE AND REFLECTED CEILING PLAN NOTES INDICATE ALL NEW GENERAL PURPOSE RECEPTACLES SHALL BE TAMPER I SCALE: A ndicated DRAWINGSi :-: RESISTANT TYPE AS REQUIRED BY PARA,406.11 OF THE NEW YORK CITY I S ET NAME: (7.) BE CONFIRMED BY G.C.AND ARCHITECT AFTER DEMOLITION, I REFLECTED CEILING PLAN NOTES 2 - LEVEI 1 ELEC PLAN (8.) ASSUME ALL DUTLETS ARE CENTERED ON WALL OR EQUALLY SPACED ON WALL. -351.0 REFLECTED CEILING PLAN NOTES 114"=1'•0" LEVEL ONE ELEC PLAN DRAWINGS ,--ET NO: �2 1/4.. 1•D„ A -m2-01 , 00 ARCHITEC NOT IN SCOPE SA ,vi U DOWNLIGHT STI -' ELMAN O (SURFACE MOUNT) OS DOWNLIGHTON SENSOR (SURFACE MOUNT) ADDRESS: RECESSED LIGHT FIXTURE 25235 MAIN ')AD /C SMOKE DETECTOR CUTCHOGU NY 11935 631-734-640 O CEILING FAN CONSULTAI S: SEPTIC ANC ;TRUCTURAL ENGINEER: MARESCA 6 SSOCIATES CHANDELIER 188-04 WES VONTAUK HIGHWAY HAMPTON E YS, NY 11946 Ll _ _ HORIZONTAL COVE LIGHT (SPECIFY VIA SHOP DRAWINGS) OWNER: L2 _ _ _ HORIZONTA_SHELF LIGHT DAV(SPECIFY VIA SHOP DRAWINGS) j 225 IDH OF '1A E S NEW YORK ':!Y 10010 ROLLER SHADE H PH. 917 85vr !)99 SOFFIT LOCATION (CONFIRM DURING CONSTRUCTION) REVISIONS: # DROP CEILING DROP HEIGHT ® DATAIETHERNET OUTLET (H=NON TYPICAL HEIGHT) DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) j GFI GFI OUTLET (NON TYPICAL HEIGHT) PROJECT f +ME: 220 4P 22 VOLT OUTLET " WP WET ZONE GROUND-FAULT CIRCUIT W INTERRUPTER RECEPTACLE QUAD RECEPTACLE (H=NON TYPICAL HEIGHT) DRESSING r J: BATHROOM !. ......... _! ................._205. ._.. — - SWITCH(VIF) ` � �� � 1 . D SWITCH ON DIMMER(VIF) i `� i �i I I r is y ............ I _ ..... _.._....___.__.. XT..t'_. .___l ` T THREE-WAY SWITCH I r EXT LI_j n THERMOSTAT o 1 Y H (H=NON TYPICAL HEIGHT) SPEAKER �. . . . ... . ... H (H=NON TYPICAL HEIGHT) D TV AV/HDMI PORT O ! H (H=NON TYPICAL HEIGHT) CENTER ON i `� __ _ I rLlk,_ CATHEDRAL CEILING ____ o ` L ! ui J ,J JUNCTION EOX EXT EXHAUST REFLECTED CEILING PLAN LEGEND ---' - ---------- - I HAL BEDROOM M. BEDROOM 206 207 PROJECT A, "CRESS: 201 REFLECTED CEILING SHEET NOTES ----'�J 1275 RU( -'LANE (1.) DROPPED CEILINGS AND SOFFITS ARE BASED ON ASSUMPTIONS PRIOR TO L42" SOUTHIS )NY, 11971 REFLECTED CEILING SHEET NOTES DEMOLITION, FINAL LOCATIONS TO BE DETERMINED AFTER THE FINAL DEMOLITION (2.) MRI T YBOXES ARE CENTERED ON CEILING OR EQUALLY SPACED ON EDA C REFLECTED CEILING SHEET NOTES CEILING, . .. .... .. .. .... . .... 5�\�yE SEA/V (3.) ASSUME ALL DOWNLIGHTS ARE CENTERED ON CEILING OR EQUALLY SPACED ON REFLECTED CEILING SHEET NOTES CEILING, ,. �! N (4.) SOFFIT DEPTHS VARY; FIELD CONFIRM. eeuw . REFLECTED CEILING SHEET NOTES ,,9TFOF NE�,�OQ� DRAWN BY.' Author DATE 911 ''20231:13:22 PM SCALE: A ndicated LEVEL TWO ELEC PLAN DRAWING S ::ET NAME: LEVEL 2 ELEC PLAN DRAWINGS ._ET NO: A -,202 , 00 I ARCH/TEC .3: (; NEW CMU CHIMNEY b CI REFACED WITH LEDGE STONE PER SPEC SAMUELS+ ASPHALT ROOFING ON 3/4" PLYWOOD, CEDAR SHINGLE SIDING "— HOUSE WRAP, ON NEW RAFTERS PER PLAN ......., = ON BLDG. PAPER ON 5/8" PLYWD ST ELMAN l I _ SHEATHING ................... N NEW HALF ROUND GUTTER -- - — — — — — — -PfREE — — — — — — — — — — — — — — — _Level ROOF l 1X6 PVC FASCIA BOARD _ , I 23'-8" ADDRESS; CLAD WINDOW W/ 0° GRILLES AND 5/4"x 4" NEW PAINTED MAHOGANY - d 25235 MAIN JAD ................. CUTCHOGb NY 11935 CASING & 2" SILL SCREEN PANELS _ _ _ 631-734-640 — — _ Level ROOF PLAN CONSULTAI 'S: ASPHALT ROOFING ON 3/4" PLYWOOD, _ NEW ASPHALT ROOFING HOUSE WRAP, ON RAFTER PER PLAN. SEPTIC ANC STRUCTURAL ENGINEER: ON EXISTING ROOF STRUCTURE ( RUBBER MEMBRANEl I _ MARESCA 6 -SSOCIATES 1X6 PVC FASCIA BOARD o' 188-04 WES '40NTAUK HIGHWAY C0 HAMPTON E YS, NY 11946 o f © J o f OWNER: NEW HALF ROUND GUTTER I I N cn N cn N I Level TWO CONSTRUCTION DAVID HOF `1AN _ — — PLAN 225 5TH AV - 11 E WOOD DOOR WITH GLASS 111-011 NEW YORK 'iY 10010 - ---- — --- — — — — — — — — — — — — 'm — — — — _ _ — — _ Level LOWER ROOF PH, 917 85,r )99 EXT. SCONCE - 0 9 -2 .: i REVISIONS: NEW PT. WOOD STAIR _.. ..... ....... . .. .. .......... _ - WITH DECK BOARD -� REPAIR STUCCO...... ....... _ co 1E :.__... IF NEEDED REPAIR STUCCO IF NEEDED _ �, �, / , CO i', C70 J N I I I i J �, cn �n r......._._. . . ._.. .........;.._. T7] 1 r.... Level ONE CONSTRUCTION -- _ _ PLAN Level SITE PLAN 0" PROJECT t 1WE: NDow Level FOUNDATION North Elevation i _ �\ SCALE: 1/4"=1'-O" 1 2 3 F_ NEW CMU CHIMNEY ---................................ +............ WITH LEDGE STONE. SEE SPEC — — — — — — — — — — — — — — — — — — _ Level ROOF ... _,.... _..........:_..:::...-_ NEW SOFFIT 23'-8" ' .............. I I 4 I NEW HALF ROUND GUTTER � CEDAR SHINGLES TO MATCH HOUSE _ _ — _ _ _ _ — _ Level ROOF PLAN 191 Oil CASED HEADER SIZE TO MATCH POSTS 1X6 PVC FASCIA BOARD NEW PAINTED 12 0 —1 NEW CLAD WINDOW W/GRILLESo0 MAHOGANY I - I - EXT l AND 5/4"x 4" CASING & 2" SILL SCREENPANELS ..................................................................................... PROJECT A, ..)KESS: , 12 Level TWO CONSTRUCTION — -fi5� — — — — -- — — — _ — — —LAN — — �, "6, - I - — I o 11'-0" 1275 RU( _I LANE --- _ TH JN Level LOWER ROOF SOUTHC Y 11971 9'-2" CEDAR SHINGLE SIDING FLED A 10" MAHOGANY JEARcy�T� 00 I ON BLDG. PAPER ON 5/8 PLYWD NS TRIM BOARD AT DECK _ . Sim SHEATHING oG -� oO r. I -60 0 NEW PVC SHUTTERS. PAINTED oo ,'� 1 k4 _. _ Level ONE CONSTRUCTION 6 t I I.... .. PLAN <,c" _ a0 1' 2, LL _ , CD I !..... �, _ REPAIR STUCCO IF NEEDED N S' 04436 — — — — — — — N — — Tq��OF NEW�O — — '— Level SITE PLAN pn i I, II II , i NEW EGRESS L 1 NEW STEEL WINDOW II ° � ail VIII , Ili , Ln IK, IK\ II , WINDOWS. DRAWNBY, Author WELL. SEE DETAIL II n - DATE: 91� ' 20231:13:26 PM TOTAL OPEN SF: 8.2 SF ' SCALE: "- 1'-0" I I I t�_===�'� I I i t`�--__�'� I � SILL: 40" A.F.F DRAWING Sr _SET NAME: EXISTING FOUN ATION L-------J _ W HEIGHT: 41" W WIDTH: 29" CO _Level FOUNDATION ELEVi ,TIONS L----------------------------------------------------------------------------------ji DRAWINGS -ET N0:, Level FOOTINGS West Elevations SCALE: 1/4"=1'-0" A -w3'00 , 00 I ARCH/TEC 3: ab A `AEL -ELMAN .NEW CMU CHIMNEY WITH LEDGE STONE .. 1,1,11....;;. PER SPEC I — - -� — — — — — — — — — — — — — — — — — — Level R00._F A ._ 1111.. �® ..11.1........... 23'-g.. CEDAR SHINGLE SIDING — _1111. ADDRESS: ON BLDG. PAPER ON 5/8" PLYWD SHEATHING 1X6 PVC FASCIA BOARD 25235 MAIN JAD CUTCHOGU NY 11935 631-734-640 -_ -- — — — — — — — — _ Level ROOF PLAN 19'-0" ASPHALT ROOFING ON 3/4" PLYWOOD, . CONSULTAI 'S: HOUSE WRAP, ON RAFTER PER PLAN. ___1__11__1_ _.___ SEPTICANE "STRUCTURAL ENGINEER: NEW ASPHALT ROOFING MARESCA 6 -SSOCIATES ON EXISTING ROOF STRUCTURE 188-04 WES VONTAUK HIGHWAY HAMPTON E YS, NY 11946 El 0 OWNER: NEW HALF J O J CDP J ROUND GUTTERS --- E7504 E7, N C/' N Level TWO CONSTRUCTION DAVID HOF '1AN PLANK 225 5TH AV - 11E NEW YORK '1Y 10010 Level LOWER ROOF PH. 917 855 J99 91-211 NEW PAINTED PVC SHUTTERS l - I REVISIONS: PER SPEC i J _ ......... NEW WINDOW WELL - `; 04I I J J Level ONE CONSTRUCTION PLAN .. ............ 2 -—-— --- - ;-- --------------- PROJECTP -VSE: NEW EXTERIOR WOOD DOOR I Level SITE N j BLUESTONE STEP AND STOO 0 I 3 -600.0 iL --_--ji 8X8 CASED POSTS I I I EXISTING FOUNDATION I I I Level FOUNDATION, -- -- — — — — — 7'-O" Kr L -------------------------------------------------------------------- --------------------------------- --------- ------ 7 South Elevations SCALE: 114"=1'-0" 3 2 1 Q NEW CMU CHIMNEY .1... WITH LEDGE STONE FACING Level ROOF 12 — — — — — — — — — 23'-8" . ......1111 4 1X6 PVC FASCIA BOARD NEW HALF ROUND GUTTERS .......................... ..... _ - - — -�— — — — — — — — — — — Level 19'-O„ _.__ -__........ . CEDAR SHINGLE SIDING ASPHALT ROOFING ON 3/4" PLYWOOD, --1111.__ -............_ 12 ON BLDG. PAPER ON 5/8" PLYWD o PROJECTA, )RESS: ....... ..........................................._............. HOUSE WRAP, ON RAFTER PER PLAN. 77 - -- 4 I SHEATHING STOVE VENT 2 m 1275 RU( -a LANE NEW CLAD WINDOW W/GRILLES 12 -600.0 SOUTHC J NY, 11971 AND 5/4"x 4" CASING & 2" SILL — — 1.5 ___1Level TWO CONSTRUCTION � _PLAN 1111.. .. ill-ofl ED A& 5J E _Level LOWER ROOF AN s,��F�,� .......... .. . .. 91-2 11 ,..........._._... ......_�................�................_. 1111.._..............i �. ,1111. / NEW REMOVABLE MAHONGONY 1111... SCREEN PANELS \ ......i.............. .... ..... . \ / »........... ............. 1111.. � i .�0 0443iL=LJ OF N J o 0J J o J ✓1111� r U) N N m YL.. { . ;;�� -- ! NEW WOOD STEP TO Level ONE CONSTRUCTION SCREEN PLAN DRAWN BY., Author I _ _ l I - — 4' `if DATE: 4 ' ' - ' P _Level SITE PLAN --------- - --------------------------� i — — 0„ SCALE: ;"= 1'-0" ------------- I ---------------EXTST��T�SCAffON-GRACE------ --------T ---------------------- -------------------------- DRAWING S, "ET NAME: GAS HOOKUP FOR GRILL ELEVi TION I I I EXISTING FOUNIIIATION I I I I I I I I I —i LevelFOUNDATIONDRAWINGS ETNO: i I East Elevation SCALE: 114"=1'-0" A -,301 100 ARCH/TEC SAMUELS+ ST11ELMAN ADDRESS: 25235 MAIN ')AD CUTCHOGU 'VY 11935 631-734-640 CONSULTAI S: I SEPTIC ANC TRUCTURAL ENGINEER: MARESCA 6 ;SSOCIA TES j - 188-04 WES V10NTAUK HIGHWAY I HAMPTON E YS, NY 11946 SPRAY FOAM INSULATION \ OWNER: , AT M. BEDROOM CEILING1AN --- DAVID HOF (R-30) \ @ 225 5TH AV - 11E \- I NEW 2X10 16"ROOF JOIST I � WITH 314"PLYWOOD,LATH UNDERLAYMENT, NEW YORK ''Y 10010 AND ASPHALT SHINGLE ROOFING NEW CATHEDRAL CEILING PH, 917 85E 199 WITH GYP BOARD FINISH \ — — -- -- — _ ---�` — — — — — — — — — — — — — — — — — Level REVISIONS: ROOF SHIPLAP CATHEDRAL CEILING I I NEW GYP BOARD CEILING WITH BATT INSULATION ABOVE(R-30) ASPHALT ROOFING ON 314"PLYWOOD, ATTIC HOUSE WRAP, ON NEW 2X10 @16"RR _ - -- -- ------- - ---- - - - - _ I - - - - - - - - - - - - - - _ e_vel ROOF PLAN -- 19'-0" PROJECT P 'ME: -- — ASPHALT ROOFING ON 3/4"PLYWOOD, j N HOUSE WRAP, ON NEW 2X8 @16"RJ LID EXISTING TRUSSES WITH NEW BATT INSULATION HALL BATF INSULATION -\ I M. BEDR00 �� NEW GYP BOARD CEILING R-30 \ oO °O00 201 ATTIC BEDROOM Level TWO CONSTRUCTION PLANI CCJy YJ o ---- -- - ----►�- - -- - - - -- - - --- - - - - - - - -- - - - - - - - - - e el LOWER ROOF - - - I .I - NEW GYP BOARD CEILING o 9 2 —-- AT FJ I L� Z:t �I BEDROOM i HALL I o I -- - 109 ' rr ' DEN o0 105 I-- ----- �, \ LIVING ROOM \ \ 101 ALIGN _ N \ Level ONE CONSTRUCTION PLANI 11 \ h PROJECTAI .)RESS: Level SITE PLAN I ! _....... ._........._ .. ..I — — , \ ' i "EXISTING SLAB! .....I II - I-......._ , ! i ...... I 275 RU( LAN E .... .... ...._.......__ SOUTHC :)NY, 1 1971 .......NEW 6"ROUND EXISTING 6 ROUND NEW6ROUND STEEL COLUMN STEEL COLUMN STEEL COLUMN , ........... i ........... I __...... .I ..:..... ..... .. :I I..! : I - I , EXISTING CMU MECH 1 I FOUNDATION WALLS ; , . �.; I�. -_) ' .. - ,..i_: ..:., I........... I i..;-......._. � ... . NEW INSULATION AND WALL I L.: I..:.....-..... !._..... ......L....! !...._!...._.. L....._ . i I.. ... .............:. T RAGE 003 ! 0 AT FOUNDATION WALL , i ! i ''' II I SEAL EXISTING \ I ,r - \ j \ -..-. ! . ... ........II.,.........I .:.........:........ I ...II_...._....:: ....:........I _..: .......-...II..-....I..�`__--._.�I-. __.J..,�.. � : _. IiI I _.. I : I IliI. : r , .._......_i_CONCRETE FLOOR . ; ..... ,.I ! I I �..I:..._..... ....._r. . IIi : i IiI ,I ;r i , II :-:..... ,ILv.:.�' „....._I: ....._ - - I � _.. -r .................. i . r. i I ii �-.. _ i!I ...I I_:I ._. l ! Level FOUNDATION-0i I I Oil r — OFINO ............ :... . _ ._ DRAWN BY I �c A', utT ho r: ... I. ; 9/� 20231 : 13:41 PM NEW 3X3X1 .............. _.......... '.OTING FO CONCRETE FOOTING CONCRETE NEW3X3X1 ! (TO BE CONFIRMED) I . SCALE 1r0x DRAWING& ET NAME: .........CONCRETE FOOT ING Level FOOTINGS . ..._ ........._ ..._ ECTA1 OQG�m I Lateral Section 1 DRAWINGS .--ET NO: SCALE: 318"=1'-0" ARCH/TEC -- - - - - -- . i SAMUELS+ � \ STI -' ELMAN'. __ ADDRESS. 3 25235 MAIN ,)AD 1 CUTCHOGU NY 11935 631-734-640 1 1 1 CONSULTAI S: SEPTIC ANC �'TRUCTURAL ENGINEER: MARESCA 6 ' SSOCIATES 188-04 WES '�ONTA UK HIGHWAY 1 1 1 ' HAMPTON E YS, NY 11946 OWNER: DAVID HOF IAN (2)91/2"LVL RIDGE 5 5TH AV - 11E -- 010 -- -- --------- -- -- ----- -- - - - - - - - Level ROOF 7 85K 99 _ _ 0 PH. 91 NEW 2X10 @16"ROOF JOIST WITH 3/4"PLYWOOD,LATH UNDERLAYMENT, I I I I AND ASPHALT SHINGLE ROOFING REVISIONS; NEW R-30 INSULATION 00 ABOVE GYP BOARD CEILING - NEW HALF ROUND GUTTERS - - - - - - - - - - - - - NEW PVC SOFFIT ... , M Level ROOF N 2 X 10 CLG JTS 19'-0" I - PROJECT I` !WE: O CV (2)2 x 6 PLATE -- - < o Z NEW EXTERIOR WALL _ �\ BEDROOM . HALL BATHROOM `'� WITH BATT INSULATION R-24 0 CEDAR SIDING ON UNDERLAYMENT zo SINGLE RIM JOIST TYPICAL - - - - 207 ' 206 205 = SINGLE 2 X 8 LEDGER NEW 2X8 @16"ROOF JOIST \ _ o WITH PLYWOOD AND ASHPHALT o ROOFING.RUBBER MEMBRANE t r CV I _ EXTG. WALL TOP PLATE - ----- -- (2)2X6 PLATE -_ ,1111.. .. NEW PANEL BOARD --- - ------ - ----- - CEILING Level TWO CONSTRUCTION . sw=n - - . - - PLA --- -- (3)2x6 HEADER o 11'-0" --- =;== -1 I I ­ .. . V1_ C) - - - - - - - -- NEW 11 7/8" - 1_x - - _ Level LOWER ROOF Ir- I '-® j _. ; TJI 560 FJ @12"OIC NEW GYP BOARD REMOVABLE MAHOGANY a- 1 CEILING I {........ SCREEN PANELS , I FLUSH GIRDER --- PER PLAN .._. .. ...... ' ...............;.... ( i........ - .... .... .. ! _. ....t.............: }..............{.. .. 1i .. ... .. ... ...................... _ ... I co ;1111 U. C) N III LIVING ROOM DINING I - - - RCH 1111: . ........:....... ...1111..... KEEN PO .o. 1111.. SCREEN PORCH = !......................... o 101 °O ;..._......... ......T................................. ............... FLOOR TO ALIGN WITH "' 103 L__�...................--l-_....... .._.........._.i_-- _ 1 i :\\\� ............_...:... °°........_._._........_. _ EXISTING INTERIOR o0 ........ ....... .. _... ...1.11-.....I—-....I... . � � I I ........... :1111. 1111 -_. .. .1111... I.......... i (D I � \� I............. i1 1 � _.. : I. ; ..............:............... I I 1 i 1111... _ _ _- _1111 :_.. _11.11 ......1......... �............... .... 16"SONOTUBES = : : , ; 1111 ;1111111 � I._...._..,......... ......._.... ............ ... ..._............ 1GN....1 ; w__....,_.._.__.__1.1.1__1 ;1111._.. _ _. _._._ 3 DEEP .. ..... _.__ ..... ....., ----- -- ----- --- Level ONE CONSTRUCTION PLAN - SRM NEW 2X 10 P.T. FJ - - - - - 1'-2" - - 1. - 9 ....._1.... ........... - . N ` - 1111. I. ..._.......; I .t i I 1 i....-__.. -- - 1 1 I .. I .. ... PLAN Orr : . I . I . j ; 1.......I. ' I ... I c� I ; ;NEW GYP BOARD CEILING I i . - I \\ ............_ ._._ 1111 , _ I \ AT EXISTING FJ AND INSULATION L_.. �.... _.1-.. ........I. . ....... PROJECT A. :)KESS: I 1111 1111... IAT... ._ : ... .. ...........: . . r II I I \, .... .._.._ . .. i I .......... '... .. .. .. \ M _. ..' I ' - .. I i _ 1111 . i ri j , 1111.i .' i.. I .. .. . i.... I i - 1111. 1111.. ........, r i I \ . j I .! 1 " ---- -_ 1275 RU LANE L .....�......, 1111, is EXISTING _.._...: I j.::: : G 8 CMU : -. 1 I.._.._...... ;........._........ i i _1111. r i 1 I: -�. SOU HC . NY 11971 ! i FOUNDATION WALL........_ I : ! _1111. - , i . , ....................: ............_i . i � :...__........; 1111._ !____11.1_1._! I._.._......:.. I.. II I . .. .......I. ....._.. . STORAGE ........ . . .... I I I i / _. _ 1..1.....1.....1... I .................. : i : i i EXISTING 3 2X10 GIRDER . I . ..................... _._..........._, I l ) , . _. . ............_ ........: I I ;_..L..1111 ..L._.'..i......_.. l l. . i !. .-I ADD 1 C 9X15 EACH SIDE OF EXTG 1 ! 1111.. : I I 1 I ED A O 001 = I I . ......... I ( 1 ; ...:: j :: . I 1 ,SER RCh, NEW WALL.WITH:INSULAT,ION. GIRDER 3/8"BOLTS @16"O/C STAGGERED N I I _. .. 5 I ... _.. JEAryS T� TOP&BOTTOM DOUBLE AT THE ENDS I Z+� .. ' : .I ........... '... j _i.: I i 1111. .. i ... :' I i ! i 1. . O I _11_11 ' - 1111.. _ I I I 11 1 1 .--. -.�.1 _.._ .... _...- G ,A ., ....I I i I ...I ... .. ...........: i 1111... : i I ... . -. 1111 i - I -... i ��� ................ ....... ... , ................ ..... : i I I I - - -- - --- _........_._.I -- - ---- - ...._. 1 1 I I i ", ,I I L= ..._. ............ ,1111.. ... ...... �-- I FOUNDATION _ - I ____ ____-.. _. _.. : _ -- - _1.111. � _1.111. ..._ i' r ii - - -. i : _1111__ ___ _: ___ - __ _.. I ��I m_i....'�-_.. _.. . _... _1.111. - - - - 1.111 _._ _. 0 . 1 . - - - i li 1 .... . i _... I -i I �. I i : 11 1111 .. 1111.. : 1 , 1111... ......... ......... 1111 1i. _ I 11 t i.. I I . o : _ I .. I., ... ..... .......... ........ ... : : - ... 1.111. 1111.. I, 1111. 1111.. ......... _....._ , :" I - 1111... ........... 1111. .. : . I i : 1111 ..... ... ......_.. ........ i I - .. .. 1111.. 1111 : . 11111. ........ I -{. � -I.. I -I .. -..,. 1 1111_.. I I . . I I I i I : : li I I I 1111... 1111:... 1111. I -I ..: ... .. Ii .. _. . . 1. ._.....-._ ._ .. --.. 1 I i. . . __.---- .__ .......... .-- _... : 1 ... ... .. 1111... ..i.... .. - -1111.. : : _....._.. ...__ . . __11.11_ --._..._.- . I--...-_.. I - I - I.. ! . - -- -- - .._.._ -... I - _ _.. o lr _11.11. _1.111 _ I : : .....I ........ 111_1 ...-1_1_1_1.. .._ ... _ .. I. I 1____11_1_ ....._.........., „_.. 1111_.. :-- --I i 0 . . . 1I I1 . 1 . T 4436 . . . 1 i - 11.1.11.. 1 -I - ��- : - I i i '9 - 4.... .... T O i 1111 .; 1111.._.. : .. .... ..... i .. i- .. '.: - - ... ....._.... ..........., ...1- : ... .. .......... : '; :._ - �.. *bb ; 1111_..i : .................. 1111.. .. 1111.. ... ' .. I i .__i. .i. __ '. � .. p I ..... ...... i __11 ._ ...._.__ ...... F EW�I I j... .... .... ........... .. i 1 i.. ......... . . I r .._....._I ........ .. .................. 1111 1111.. ::i ..I II I i 1111 i NEW X j. 3 3X1 .... .... ... .. : . I 1 ! I 1 : _...: : . . . . (..'......'.... j.. .. I ......... �. ._ _.. : : : 1 : , 1111 1111... _.. 1111 i. .. 1111. ..1 .., 11_11.. .._......... 1111_.111_1 ...._.. ( : : -' "i . . - 1 111._ ..........I 1111.. 1111... I _�-_. . _... - -.._. _1111_...: 1.111 I CONCRETE FOOTING:_: i L... I'.: , _.. .._ I _._._ 00 G 1111 ._.. _11.11__ _1111. . , I I 1111,,,: .. .. : 1111. ., : I I 1111. - I I--...__ I i .'.. .. - I -- - - - - ....... { I ..... - 1111... ---- - - - - -- - ----- - - ..-... 1111 .._ . I... 1111.. ... .. .:i- J ..._, - - ----..-. 1 . -- -- . - . 1111 -1111... 1 : ...�._ _I 1111 .. I-. .:. ! ! : - I {-1111. . 1 I L, DRAWN BY. 1 -:- : : : _1111 _ ;Level F i .. 1111. 1111. ............. i._,_...... ......... i.................. }.- 11.11.., ......,,. ,, ,_ - I-I. i � + -fi I... S Author _ I ._ I ;....... .. -.......... I ;..... ... . : 1:111. OTING ii 1 : 1 , -b- : .-_.. .__. .. .. _.. : I i i ... 1111, ... .., .. ... 1111. .i..l I , ; ; � ,, i -11 -0 I I _. I 9/� 20231:13:48 PM ! JJ . ._ _ DATE: I - ...I i . i I :1111.:.. I I I I ! II i .... i II I j1 . I - ._.. .._1111. .. 1 I i i.' .. 1111. I.!_........ ........... .._... i 1111. 1111. ........_ 1111 I ' I I - ...� _. 1111.. ... . ......... ..- ........ ,n_ r n I I I : ... 1111... : ..1111 : I 1 I ..1-1 b 1 111..._ I 1111_ ..,... . . . I i _ .•.... :....• ... ., 1111... : : : : : : 1 . ........ .. ...I .. : _1111.. ... 1111.. 1_111 ...... : i i i i . . ! 1.. I... j I .:.1111. .._...... ......... 1111.1111. .......... .. .. I ( t :.. : . I . : : ; , 1111. 1111.. . 1111._.. 1111... 1111. 1111... I ( I -: I I ... ._ I I .. .. ._.__ _1111 ......... : . : ! .. .......... ........... _1111. 1 .; ( :..' I-i .i. ....I. I .,.i._ .. 1111 .. .. .: . . . .._.. : - I _1111.!. ........ ... , .. : : : : . . I : -. I- 1.11.1. 1111.. .. .......I I i I .. I i 1111. 1111.. _� i 1111 I i . . .. i I -. ., .. .. ...1111. ......... : _. I i 1111. .._. ... 1111. ._ I ( : ......... ...1111.... 1111............ 1111. . . . . I : i ....-. :. i I i �.. I ........... : . 1111.. .. :.. 1111.. I .. I I i i ( I G S, 'ET ....1111 I i l RAWIN NAME. I _.. .... iI _._ _ ..._. ......... I r -..._ _1111. I : ,. .._.. .... I 1 _1111... i I"' bb . ... I 1 1111. .11,1 1.. : _ ............ 1111..---._. 1111. D 1 1 I I ..... : 1111.. .. .. . . ..1111. 1111._ i ....._._.. 11_11..._ ..._....... 1111__.. : : b. ...... I I 11111 ................. .. ..__..: 1111. : : : : i .. ... ...i ............. I.:. :1111 I 1 I : , i _1111_:.. :.'-_'1111_.. ,.i .r'..._'..__'.."� I i....._......._.............�'............_.�__.......�.. - :....i..i......:..._....i ................_.: .__L.l..........t: ............_... li 11 I ; _ . SECTION 2 - 2Lateral Section 2 . SCALE: 318"=1'-0" ' DRAWING S ;ET NO: ■ -------- _- - - - ---- --- I ARCHI TEC - - ------ I SA SUE � . LS STI �ELIVIAN - - . ADDRESS; 25235 MAIN .)AD 1 2 3 CUTCHOGO 'VY 11935 631-734-640 CONSULTAI S: SEPTIC AN[ ,,'TRUCTURAL ENGINEER: I I I MARESCA 6 -SSOCIATES 188-04 WES �10NTAUK HIGHWAY ROOF RIDGE PER PLAN HAMPTON E YS, NY 11946 I I I OWNER; CEILING JOISTS PER PLAN ... . . .... DAVID HOF IAN ..1111•• -:.- 225 5TH AV 11 E ... NEW 2X10 @16"ROOF JOIST _......._.. .....__. .._._...,..�... ........... -T :__�':................._' - T__ WITH 3/4"PLYWOOD, LATH UNDERLAYMENT, NEW YORK !Y 10010 ..1111 I I _-:.-I..::..:._. ::_.....;,; :-:..........::::=.:::,:: I AND ASPHALT SHINGLE ROOFING PH. 917 855 �)99 • _. .::-1111.:::::='.1 '_ :.-:::::..:__...I",-_.......... NEW R-30 INSULATION . .... . .1......111........:..:.:.......... -A GYP BOARD CEILING ................:.. :11:11:_ 1..,11.............1......... ...._._.....__.-_. ......1.111..._ - - - - - _. __. .. . . I .F. - _ ..-.. ...-..... .=._... :.� ... - - - - - _ - _ _ Level ROOF A REVISIONS: -- 23'_$„ _._..._.__..�_.......: - __111... ,,\ ,,>. I Vi,mi NEW R-30 INSULATION 1 . : SPRAY FOAM , . \ ,� j ,. : . ,�; \ __. I I/'' { I � NEW HALF ROUND GUTTERS \ . _ _ _ _ . - - - - - - _ - _ _ _ Level ROOF PLAN OgL 7 19'-0" PROJECT P +ME: M, BATHROOM 262 ,' 21! NEW PVC SOFFIT I C=) /� o I o M. BEDROOM d ' NEW EXTERIOR WALL - / 201 M WITH BATT INSULATION R-24 CEDAR SIDING ON UNDERLAYMENT o -coo- I r Ii. o � O j CV ___f ]ED \ FLUSH GIRDER PER PLAN ' _ __ _ :A I I I `, Level TWO CONSTRUCTION -- - - - ��I ! �! I / !, 0 1 ____ / 11 - � �. _. - - - - - - - PLAN -- - - -- -------L - - - - - - r - - - - - - Level LOWER ROOF g--� . <C 4< , .... . .. .. . 9' 2n . : I ::> 1 : . . .. : BATH BATH 0 I , ................ ..... . �r 104 106 .......... o L HALL :. _ .. _ � { ...... . ! i, . I. ti (D ..........­L11.......I...... BEDROOM 118 120 109 1 M l`14.J I :.............i........ .11 I ........ ! .- - . _. I 108 J..........,.. I. I- I1. _ .0. - = I I �� . . .. ...... I ..... ..... _i..__._.. -11 .11 .. . ..w.... \ 1A I , . ... ..... �\\� � 1\ It- . . ... . (..._ 11.111.� i Lx ... . ... ............ 00 ..........._.............-,............1..T... 1­1CN _I... ...., r I \\] I `V Level ONE CONSTRUCTION \ - - - - PSN-® - �� �� L L \ 1'-2n - - 1111. ----- ----- Level SITE PLAN A: -ARES i. - 6„ .. I ! \ / I _' I...............!.. I..._.........- ! 'I' I ' .. i :..1111__. i , .I : ......:. .... 1111 ... ,_ ... .. .... .. �_ - 1111 ' ..... ... . . - __. I_ .._.... ...I 1 !_........_. I i ! i (. ;.; I i.'.... I _i i 1111. !._. I / EXISTING(3)2X10 GIRDER .. . i__.......__; ..._....-.. ..:......._...:..:........!...............:._ ... / ADD 1 C 9X15 EACH SIDE OF EXTG _ - 1 ED / ,' GIRDER 3/8"BOLTS @16"OIC STAGGER 1275 RUI LANE .. // / I. i.... j ' .'........ . __ , i ; ,1111. _111.1 TOP&BOTTOM DOUBLE AT THE ENDS _......._1 _11.11_. ' I. : : 1 ' I I Y' 1 / I 97 I. ..: I 1111.._ : . 1. 1,::.,1 . :--... I 1 1 111___1. .._..._... 1111.. 1 , / _1111 : 1111 i ......_'. . ........_. : : . , I / I / ; ; _... '. 11111 "..1....1::..._.....:%.. .. _..1111 {.................. .1: L. ...j I - I .._. .....I ' .....1 I ..... .. .._ .. / / ... .......:. ........'.; 1 ! .. .. , I , , . i i-. ... ....I _. i : ........ . I.._............. I !................; I.. a_',.. � ti/ , . �I 1 1 EJ : , i.. E I j � I I I 1 � � III I 11111 L.......L_..._.: el �CiQ��N T ) N N WA EXISTI G FOU DATION L . ..... .... ._. .._ ..... _... _ Ih. STORAGE I � � ' I _1111 I.. _..-- I... _- __1111. _ __11_. -- _.__ I i G NEW WALL WITH INSULATION - I . ..: .l. ! I r �� 001 I I N : Ii ; . ...I _ _ i I................ �............ I I ....... .... ' . _..-- I.. -- - _11.11 11 , ---: _ -- - - .. I _.__ , I _.... ; : i...... ....... ,..._ Level FOUNDATION __1111_...I i ; I I. _1111__ _1111 : _1111._ r- -� --- +1111..-; - 1111.1... I : 11 1 _. S'T �4 6 111_1 1.111._.. ... ......... : ... .. ... __ ---1111... 1111.. : f I 7 43 _..__ _.._ _._ i -.. -- 0 1. .. - - I I -'- - I _111.1. _._.._ _._ '9T O� . : "---._ ..._I11 , : : I ( 1111 1 !- - - -- ._ _-. _. ._ _..-- -_.._._ _. - ! : , : .. 1111._-" -. .-- - -- ! -- I ! I '-- --1111 _ - -... ...---I - I r OF N - - --- -- . 1 . - : .. ... ......... .. : : t : : : .. I .. ... --:- ., ..1111. 1111 . .._.. : ......_..... . . : ,..I -- - - -- 1 1- I - .. - -- .. _......._.. .. 1111.. 1111 : : i _. - -- --- ! 1111... .. .. I I -- I I , . .. _... . . - - - I : 1111. 1111_ ........ . I I I _1111 _ : I i -.! I I I : 1111.... f .. ..I .. I:: I .. _... __. : ! . . ( ! I I L...... _ ;- -_ _ __1111..: ! . .11.11._ -_. .: _......_..... . . : i.... EXISTING FOOTING I .. : : 1_1__11._.._: ... ._._ I ! : : ..:............. .._.. 1111... ... ' i 1111 ---, -. I i __1111_., _ I I_ .._. I 1111 .. _ I , I : I I __1.1_1.1: - i XIS F _. _11.1.1... _.._ -- - _..........._..: _11.11.__.. I EXISTING FO T N - - - : . - _ _1111.. .. . _.__. - _111__1 ......_.._ : : . . I _: _._.._: . I A 1 I _._._ I -'-- _........_.._ ufhor OIG ! i I ; : .......... ..,. 1111 1111.-, : : ! :.. I : I ..._.......... : I : 1111. : : 1111 - - i'- - : DRAWN By. .. I , !_ I . ! I - - __11.11.._ :: i ' " I i : i : : : ; ! : .........__... .._.........._. ........._...... I 1111. : : 1111 1111.. I I......_.......I ..I -..1. : 1111. .. ........_........ ;.. 1111. ............. ... ......_.. ......... . ._ . I . 1111. t............. i I:. . . I ..... / : : ( , ( i 9 20231 14'00 PM I .1111.. I DATE: I ! I f l I: i. I i... : . I : I : I __1111 .. : : I : , : 1111.. ........ 1111 ._1111... ..._....... - " I I 1 . I I ! i _1.1.11 . , ! _1111._ -- - _......... I - - _. . I : i : _ - __-_1111 _............._. I i. (1111 I.. _. : 1- 1111.1111 .rr , __- _-.-� __1111 I , :..........__...., __.._._ .............. ,......_......._.. : 1 I (.. 1111 � I n -, _ -.. 1 : . 1 . :_....._._...... : :._...._._..__ _11_1__1.: : ..._..._......: (... I i I _I 1111 _I:.:... Aff70 I.. i n : _...........: ., 1111 1111 , ... 1111. : I -: I I : : f ............ ........._ ; :.................. ...... . ...... . 1 I ( -y I I _ : ... ..,,,..... ... ..... - . I DRAWING I : : ( I I 11 I _ I... S -ET NAME ...., I. _ I. ... 11111.. I 11 0 _.._..... I.:.:............. I... .. 1111.. 1111....... _ : , _1111` 1111 1 I.... ........... ......... : : I . 1 i . . ! , I L I I_. I"........ _L. 1 _1111 , : : : ............. ! ...........1111,. ................ ........... , ... :..I I:::: I .I 1111! ,........ ._I , : ! : I : ................... ........1..".... 1..1.1.1... .. : : -I 1 I:: I ! I 1 _1111_...; ......_.. ! . . ! ;........... : _.........j ! I :.11:::11 I. . . I 1 :. i III I I I......... 1 I : I.... ... ............ I i ...i l I.. .. : ..., : 1111. ..: :....... I 1111 ... 1 .. 1111. 1111. .-. 1111. : ; , ; 1111 I ! ! I i ........ ........... I � i..- �.: .L. � I : ! ! . ........ :1...1...1...1 I I :.: ! i i ! I ' I � II :: I I I I . ............. 1111.... ...! I ...1111 .. .......... . 1 i I .. ! 1 1 : ! I : I : ... 1111... 1111 .......... _1111.. 1111 : ........ 1 I - : I i . 111.1 : I I I .. SFCTI A 3 1111._ 1111. I _.. ..... .. : ._ .. ...... 1111 .. ........ : : ._1 ............ 1111... 1111 .......... . ......._.....! ... _.. , 1111...I 1111.. :i : SE CTI- ..- _. I :. 1 -. : : _......... 1111... ......._. .......... .........._ _._. i.. .. I I: I I L. ... ::: I .... ..I .. ;. 1111...- .; I 1111, ...... .......... 1 :.. { : I.... i i i I I . ....... I .:: ........ I I , .. 1111 r I I j.. ......... ..._ ............. 1111... ... 1111.. ... _... 1111. , L..I 1 ....._.... 1111... ............ : I . _.-..... . .... _i I . . , .. .. I . : : . ; , I .... .. 111 1 ........... _ 1 I - "i ...i I._ : : 11_11 1 ..:............. .. 1 I I i ._ ..............:_: I i. 1 _ .I I I I : ........ 1 ! : . . . i . i I ............. I i ( I ......_.......... ...................t : I 1111,... ..i 1111..1111. I_!......�.._..f 1111..... ... _ . I : . I _ II !1111 L.. . . . : : : _. .. ... : , : I : i I 1 : � I i _.............. 1111_1111....: .. _ .__._._, �.............. : � .. ..: 1111 � � i ;1111 I Section 3 ' ' DRAWINGS ;.ET N0: � 3 SCALE: 3/8"=1'-0" - ---- ----------- -- - - - - - - - - ARCH/TEC ,3: INTERIOR NOTES 1, ALL EXISTING DIMENSIONS TO BE FIELDVERIFIED. „ SA S 25 UELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. 3. OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER, KITCHEN STI _� ELMAN CABINTRY, DECORATIVE LIGHTING 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO - DRYER VENT INSTALL 5. NO NEW BATHROOM ON GROUND FLOOR, NEW BATHROOMS ON SECOND ADDRESS: FLOOR ONLY 7- \ a, _ ' 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS ___ 25235 MAIN `'SAD � o HOGI� NY 11935 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS 4 TRIM CUTCCUTC4-640 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE CONS UL TA_I 'S: BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. SEPTIC ANC ,TRUCTURAL ENGINEER: 17. FILING, PERMITS,&LICENSEScn MARESCA 8 =SSOCIATES 17.1, THE PROJECT188-04 WES `OONTAUKHIGHWAY WILL BE FILED WITH THE NEW YORK STATE � '' 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND HAMPTON E� ✓S, NY 11946 ' PAINTED GYP BOARD 00 co FILED WITH THE NEW YORK o COMPOSITE COUNTER OWNER: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, co -400.0 6 DAVID HOF `IAN WATERPROOF CEMENT PLASTER;WATERPROOF GYPSUM BOARD,OR NEW 225 5TH AV 11 E CEMENTITIOUS WONDERBOARD OR DU-ROCK. o 1 =000 0 0 000= �___ __� 1 0 30 SINK N55THAV J 19. Y 10010 ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING „ 0 PH, 917 85� �799 CODE. WASHER 36 BASE CABINET 1 0 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. ( `;' I 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR DRYER "' REVISIONS: � 36 BASE CABINET T CABINET ORDER " LEI- WITH HEIGHT EXTENDERS LAUNDELE 0RY VATION LAUNDRY PLAN 1/2"=1' " 5 v2'=1'-0" PROJECT P WE: -- SCONCES PAINTED GYP BOARD 0? o 30 ALUM UNDERMOUNT SINK COMPOSITE COUNTER --- --- M 24" DISHWASHER ' - — OPEN TO LIVING ROOM 2'-9" 2'-2" 3'-2" 2'-91/2" TILE BACKSPLASH (BY OWNER) All - o - - - - -- DOOR CABINET ---- - - - --------- �- �_ � �. - o - \ I' ;; _ co PANEL AT ISLAND _33" WIDTH _ 1 0 o CORNER( N 24 UNDERCABINET WINE FRIDGE z N --- 1 M Refrigerator �w 1 O I CABINET( w I m -- - - I I v ca rn CV I a DRAWERS 4 KITCHEN ELEVATION 4 ISLAND ELEVATION 112"=1'0" 112"-1'0" - -- 2 \ 36"GAS - o RANGE PROJECTA� :.)KESS: BLANK PANEL _ , -- -400.0 3 w M PAINTED GYP RANGE HOOD 1275RU( 4LANE \ PAINTED GYP BOARD UPPER CABINET BOARD 4 O EXTERIOR SOU HC )NY, 11971 UP F m _ \ - — --— - MECHANICAL VENT N ' 4" INTERIOR TRIM I C) M - 30" UPPER \\` (DRAWERS Z io gED / R CABINET VENT HOOD TO EXTERIOR I i a N E J�Nsq ��'� r LU _ - 00 F �r �r TILE BACKSPLASH - _- - PAINTED GYP BOARD 24" DRAWERS( 1 24" DRAWERS 11 1 = ' ' (BY OWNER) - CORNER yeti N TILE BACKSPASH wine 1�1" DOOR11 CABINET -- ----- --- --- - - - o I I ,`\ -- -- -- DO 0- DD o �` i IIBASE 11 I N s�qT 04436 - -_ - I ARCH/TEC '3: -- ---------- ----- - -- - INTERIOR NOTES 1, ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED, SAIMUELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. 3. OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER, KITCHEN 6' -21/2" STI — ELMANCABINTRY, DECORATIVE LIGHTING 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO2'-0" INSTALL 5. NO NEW BATHROOM ON GROUND FLOOR, NEW BATHROOMS ON SECOND FLOOR ONLY VANITY LIGHT ADDRESS: 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS _ \ 25235 MAIN ')AD 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS `� PAINTED TILE WALL i CUTCHOGU NY 11935 PANELS. GYP BOARD 631-734-640 i 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE - MIRROR AT SINK o N BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. TOWEL BAR - CONSULTAI S: 17. FILING, PERMITS,&LICENSES SEPTIC ANC ,-TRUCTURAL ENGINEER 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE ��� � -� 13 � - - - _ � MARESCA 8 `ASSOCIATES 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND `' 188-04 WES VIONTAUK HIGHWAY FILED WITH THE NEW YORK 4" BASEBOARD \ M `� HAMPTON E .YS, NY 11946 30 VANITY 14 A-401.0 12 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, OWNER: WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW 17 CEMENTITIOUS WONDERBOARD OR DU-ROCK, TOILET 15 - _ DAVID HOF IAN L z . . 225 5TH AV 11 E 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING NEW YORK 'IY 10010 CODE. �� PH. 9178511 J99 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR - REVISIONS: TO CABINET ORDER 5 POWDER BATH ELEVATION 4 14 POWDER BATH ELEVATION 3 3 POWDER BATH ELEVATION 2 12 POWDER BATH ELEVATION BASEMENT POWDER BATH 112'=1'0" 1/2'=1'-0" ��2" , \.� 112 -1 0 PROJECT t .ME: d- PANITY LIGHT 2'-6" 4'-0" 11 - 1111 - --- - — BAR AT TUB SHOWER - - ---- PAINTED HEAD ID8 GYP BOARD TILE WALL AT MIRROR \ \ TUB _ TILE / - _ - TRIM AT PANEL PAINTED 54" ALCOVE I 24"VANITY = o GYP BOARD o TUB ........... .................... ....-..__.....__...................... .I o , .......... I D8J - --------- - N 11 - PANEL WALL 10 A-401,0 8 AT SINK , • - 24"VANITY TOILET \� _ 9 M TP HOLDER TILE FLOOR SHOWER HEAP ��� T i TILE WALL `;' �- AT DROP IN UB ---- ---------- --- --�,- Ill-21/2" ATH 2 ELEVATION 4 (:�)�BATH 2 ELEVATION 3 ��� BATH 2 ELEVATION 2 8 BATH 2 ELEVATION 1 2 BATH 2 1/2 =1'-0" 112"=1'-0" 1/2"=1'0" 112"=1'0" 2' -7" 2' -4" PROJECTA, :TRESS: METAL STRIP TILE AT SHOWER 81-4" 1275 RU( LI LANE PAINTED GYP PAINTED - PAINTED GYP METAL RAIL SOUTHC )NY, 11971 VANITY LIGHT i 2'-3" 1'-61/2" 1'-6" 21 -61 GYP BOARD --- --- ---_- - FOR SLIDE AI 4" CASING RECESSED AROUND DOOR MEDICINE CABINET RED q 24 TOWEL RACK RECESSED \ �5 ��E,gN�'S'�j, MED CAB OO II GLASS ENCLOSURE TRIM AT PANEL TOILET : p \ 0 ? 3 PIECE DECK I TILE WALL __._._. - SLIDE GLASS DOOR N 27" SINK VANITY { ,' o - MOUNTED FAUCET � LID =---- ----- I: TILE AT ID23 SLIDE r` 04436 ��- _ -�T o J SIDE WALL TRIM AT PANELFN PAINTED STONE TRESHOLD D23 4 `r TILE FLOOR �r ATTP 27 VANITY 8 .,A-401.0 .5................. 4" STONE DRAWN BY. Author PANELING -, TILE FLOOR WITH TRIM ABOVE � ' ! M ��, 9/z '20231:14:10 PM CURB DATE SCALE: "= 1'-0` BASE BOARD ------ - - -_ _ 4" CURB - DRAWINGS; ET NAME: TOILET - -- - -- INTE� �ORS c7 ) ELEVATION BATH 1 ELEVATION 3 � BATH 1 ELEVATION 2 4 =2 = 1 ELEVATION 1 BATH 1 112' =1'-0" u 112"=1'-0° `� 112"=1'0" 0" I i DRAWINGS :.ET NO: _ A 401 i 00 , ARCH/TEC :3: INTERIOR NOTES 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED, 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. 3. OWNER TO BUY ALL FINISHES INCLUDING TILE COUNTER KITCHEN SHOWER HEAD - SAIvUELS+ CABINTRY, DECORATIVE:LIGHTING 4"TRIM STI� _ELMAN 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO INSTALL — PAINTED GYP BOARD C LASS ENCLOSURE 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND FLOOR ONLY ` 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS ADDRESS: 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS - PANELS. CHAIR RAIL - CO `V 25235 MAIN )AD ` CO 3 CUTCHOGb NY 11935 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE — PANELING -21/2 1 -0 3 -2 r 631-734-640 BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. EQ EQ 17. FILING, PERMITS,&LICENSES /' CONSULTAI S: 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE "' M TP , SEPTIC ANC TRUCTURAL ENGINEER: '' MARESCA 6 SSOCIATES 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND - FILED WITH THE NEW YORK 188-04 WES 'OONTAUK HIGHWAY 18. TUB/SHOWER WALLS AR TO BE EITHER EXISTING GYPSUM TILE, _ SHOWER HEAD FI, I — // �'S, NY 11946 HAMPTON E -- CURB I co WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD, OR NEW �\ TOILET OWNER: CEMENTITIOUS WONDERBOARD OR DU-ROCK, Do GUEST BATH ELEVATION 4 GUEST BATH ELEVATION 3 ,' 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING v2°=1'°° 112°=1'o" ` DAVID HOF IAN \ /. cv CODE. \\\ ' _ , 225 5TH AV - 11 E ti ! `\ ' 10 I NEW YORK ,1Y 10010 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. GLASS ENCLOSURE _' �� j -' PH. 1 F 9 7 85� 799 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR WITH CURB BELOW �, TO CABINET ORDER j 9 A-402.0 7 TILE FLOOR c' 36"VANITY REVISIONS: 8 . PAINTED GYP /' "\ I o _ - ! M 4" DOOR TRIM -- --- - ---- N I TILE WALL VANITY LIGHTS PAINTED GYP ---- ` 00 MID27 i....,_...__........._. _.....-_... ......_........__� _ i SHOWER NICHE MIRROR PROJECT I` WE: 24"TOWEL RACK — ��� 0 — ` co PANELING -- — - PAINTED PANEL WITH TRIM ABOVE 6 GUEST BATH = 36"VANITY 1/2"=1'0" Fj GUEST BATH ELEVATION 2 GUEST BATH ELEVATION 1 ° v2"=r-o" 7 PROVIDE 3'-0" 6' -3" ELECTRIC RADIANT FLOOR - PAINTED GYP TILE WALL HEATING UNDER TILE. 1'-4" 1'-31/2.. 1. LINEAR DRAIN GLASS ENCLOSURE PANEL WALL 6' GLASS ENCLOSURE I 4" CASING AROUND DOOR TILE NICHE _00 _ TO MATCH TILE i � 60" STAND ....................... PANEL WALL -- -- ---- — co �( o O° PATTERN N N o I ao ALONE NICHE ' PANEL WALL 4714 M TUB HALF TILED WALL AT WITH TRIM ABOVE _ o PROJECT A, .)RESS: ,r MASTER SHOWER - TOILET — - �,, 1275 RU( 'LANE SOUTHC ;)NY, 11971 _ 3 HALF WALL I I DECK MOUNTED �* AT SHOWER ' M BATH ELEVATION 4 4 A-4o2.0 2 I o FAUCET AND 14" � RED gRCh'� M B WITH GLASS . ...... ............ SINK N- 112" E JEAN T 5 1,2 -' ° ATH ELEVATION 3 �N s F t ABOVE 5 1�2"=1'°" - b'VANITY 1'-6" 1'-6" 1' -6" N - --- TILE FLOOR WITH STONE *�' N - - PAINTED GYP N i N ! I � TOP I ' SHOWER HEAD - -- VANITY LIGHT o I o M I d'T,q 04436 4 WINDOW TRIM I T�OF NEW�� j FLOATING SHELVES DOUBLE RECESSED TOILET C° M , ' I I = MEDICINE ; PAINTED GYP o DRAWN BY. Author CABINET I - - --_- TILE - - - I, M ID25 - DATE: 91z r 20231:14:14 PM 3'-71/2" 2'-6" 2' - 1" SCALE: "= 1'-0" SHOWER TEMP ------ ---- `-� CHAIR RAIL CHAIR - - DRAWING ING S ET NAME: I PANELING PANELING co WALL MOUNTED _ b'VANITY MASTER BATH INTEFi ORS ' ? TUB FILLER O o0 112"=1'0" 0 FREESTANDING TUB N o ° DRAWING S :ET NO: r -.1 wil 3 � M BATH ELEVATION 2 2 M BATH ELEVATION 1 1.z =14. 112"=1'-0" -- - ---- - -- - ARCH/TEC INTERIOR NOTES i 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED, SAMUELS+ 3. OWNER TO BUY ALL FINISHES INCLUDING TILE, COUNTER, KITCHEN TI -` CABINTRY, DECORATIVE LIGHTING SELMAN 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO INSTALL 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND FLOOR ONLY ADDRESS: 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS 25235 MAIN )AD 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS CUTCHOGb 'VY 11935 PANELS, 631-734-640 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS, CONSULTAI S :' 7. FILING, PERMITS, &LICENSES SEPTIC ANC TRUCTURAL ENGINEER: �� 7.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE MARESCA 6 SS OCIATES 188-04 WES �IONT AUK HIGHWAY. . ALL PLUMBING INILL BE PERFORMED BY A LICENSED PLUMBER AND HAMPTON E �YS NY 119 46 FILED WITH THE NEW YORK 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, OWNER: WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW EMENTITIOUS WONDERBOARD OR DU-ROCK, DAVID HOF .',SAN 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING 225 5TH AV - 11E CODE. NEW YORK ''Y 10010 20, THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE, PH, 917 85f j)99 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR TO CABINET ORDER REVISIONS.- PROVIDE EVISIONS:PROVIDE 4"TRIM AROUND DOORS — 2" WITH 2" EXTENDS AND CRAFTSMAN TRIM 6" DEEP STONE LEDGE PROJECT f iVE: —� °— LEDGE STONE FACING M 6" DEEP STONE LEDGE, V.I.F BASEBOARD 0 FIREPLACE ELEVATION :V1 0 u. (D ® W ' i -- PAINTED GYP BOARD WALL BEHIND CLOSET i 31/ " 1" OAK PICKET PROJECTA, )KESS: OAK ROUND ----------- RAILING PER CODE ' 1275 RU( -1 LANE 3 -0" CASED POST AT �-SOUTHC ,)NY, 11971 OAK HANDRAIL PER CODE STAIR WITH SQUARE CAPITAL �R 'D qR -------------- /211 'C C /2" OAK HANDRAIL o a JEq/Vs --- -- --- - - ID20 ' M M OA04436 ------------- .�' K SQUARE CAPITAL '9T O� i I OF NEW ------------- O° o DRAWN BY. Author 110„ I DATE: 91� '20231:14:20 PM - STAIR SECOND D F_LOO__R —� SCALE: "- 1'-0" STAIR FIRST FLOOR DRAWING S. :ET NAME: 2 STAIR DETAIL PLAN 3 112"=1'0 -- 112"=1'-0' 12 ='` INTEL CORS DRAWING S .:ET NO: A -,403 , 00 i ARCH/TEC She �4UELS+ I STI -.: ELMAN ; ADDRESS: 25235 MAIN )AD i CUTCHOGU VY 11935 631-734-640 - CONSULTAI S: SEPTIC ANC TRUCTURAL ENGINEER: MARESCA � SSOCIATES 6' -2" 188-04 WES XONTAUK HIGHWAY 2116112,1 HAMPTON E YS, NY 11946 OWNER: ' /211 10" PVC FASCIA BOARD DAVID HOF IAN 2255THAV 11E . Level TWO CONSTRUCTION NEW YORK 'Y 10010 — — — — — — 111.011P1PH. 917 85r )99 REVISIONS: ! — —....... _., _ _ Level LOWER ROOF i .................. 8" CASED HEADER SQUARE CAPITAL — CEDAR SIDING BEHIND 8" CASED POSTS, PAINTED PROJECTl VE: 4" PVC TRIM PAINTED WOOD ENTRY DOOR, PAINTED. SEE SPEC BLUESTONE FACING ON .... EXISTING PATIO Level ONE CONSTRUCTION PLAN 11.21 Level SITE PLA 011 BLUESTONE STEP ENTRY DETAIL ELEVATION A i i i NEW EGRESS CASEMENT WINDOW PER CODE 3'-4" PROJECT A CRESS: Level ONE CONSTRUCTION Zr PLAN 11-211 1275 RU, 'LANE SOUTHC .)NY, 11971 51/2" 51/2" _ d 2" 2'- 1111 411 M Level SITE ON �ED AR :...: _............ 5 I. 11 I , I ESS WINDOW WELL JEA�Cy�T ..... F i :..:............ j PER SPEC :::..�_.. Gtr co 31/2 MAHOGANY FRAME,ATTACHED TO COLUMNS BEAM AND DECKING. PROVIDE - - - COMPRESSED GRAVEL STOPS TO COLUMNS AND BEAMS I , I 0443 gTFOF I I NO� e _ i Author f __.-.-.... _....... ( _........_ ........ ..._...... _ ..._..__. _. : _ - _... 9/,' 20231:14:31 PM : _._._. M ........ _.......__. ...—. NEW:.WALL:WITH INSULATION PER SPEC .... - ................ ......... !_.. — STEEL WIRE SCREENING ATTACHED ::_.. i..J. .._......:::.. .. _. __..; DRAWINGS ET NAME: PERMANENTLY W/STOPS IN MAHOGANY I — — — FOUNDATION_ _- I _ .._ _. FRAME iI -71-01 i DETA S , : ; 04 ........... t . ! : i : t'-, . .................! ! ....._............: ................'..1 1 ............. .__.............. ............ ...... ............ ....... _i... .......I........... I i I r ! i _j f j . ........._ i..... .._....... .................. ... . :.; . . ! I : XtSTI N ...FOOTING DRAWINGS -ET NO: I M ......:.......... .:.............. ............... ! ..............._. . ............... i............._,., �.................., ......_........AND FOUNDATION WALL — ! ................... i i 2 SCREEN PANEL ELEVATION EGRESS WELL SECTION I _ 112"-1'-0" A ,,600000 i ARCH/TEt 'S: I - - i WA STRUCTURAL REVIEW BY STEVE MARESCA, PE WIND-BORNE DE Is ESTI FOR OPENINGSmo SA MUELS+ FOR . WALL OPENING PROTECTION OF120 MPH 3- SECOND WIND GUSTS 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11946 ,._ PHONE 631 728 9480 ST ELMAN ( MAXIMUM MEAN ROOF HEIGHT: 3� } SIMPSON LSTA - 20 GAGE a RIDGE STRAP - ALL ROOF RAFTERS i USE/OCCUPANCY j e 2x 6 TIE 0 EACH RAFTER IN VIEW of STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL ADDRESS: SHUTTER ASSEMBLY REQUIRED - 2�F" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. FOREST PRODUCTS WOOD FRAME 25235MAII ?OAD j FOR PANEL SPANS: 0 < 4'0 WIDE SPAN CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE CUTCHOG NY 11935 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD 631-734-64 (OVERLAP AROUND OPENINGS 4 ) ALTERNATE POSITION of HURRICANE CLIP USE 35'-0" MAXIMUM ASSEMBLY: i SIMPSON H3 GROUND SNOW LOAD - 45 PSF. coNSULTf TS: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIRST LEVEL - 40 PSF. L.L. SEPTIC AA STRUCTURAL ENGINEER: #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. MARESCA ASSOCIATES WOOD SCREW 0 16" (D.C. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. 188-04 WE MONTAUKHIGHWAY ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM #10 TEE NUTS ATTACHED TO BLDG. w/ #100-1/2 ( W/ WASHERS) RAFTER To STUD. - FIRE AREA WIND SPEED - 130 MPH TYPICAL ALL RAFTERS HAMPTON aYS, NY 11946 MACHINE BOLT @ 12" O.C. 5 - 8d NAILS EACH END SEISMIC DESIGN CATEGORY - B RESIDENCE: X WEATHERING - SEVERE OWNER: \ APA RATED PLYWOOD TO VIDE 8d COMMON FROST LINE DEPTH - 36" DAVID HO MAN EXTEND TO TOP OF TOP PRO PLATE. NAILS 0 4" O.C. AT 225 5TH A '-11 E EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY NEW YOR NY 10010 SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT - PH, 9178 )099 CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED YES CONSTRUCTION REVISION --MULTIPLE SECTION ASSEMBLY: - 1/4" THICK BOLTS 0 2' OC '� i GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY i ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. PROJECT AME: j TC OVER LAP BOX ± BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT . ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE " DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSE .Y STUDS 016 O.C. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS: 4' OR WIDER SPAN \\ Q� 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 34 DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. / 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) HURRICANE CLIP USE AND OWNER. 2x4 STRONG-BACKS 0 24" OC SIMPSON H2.5A4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: SIMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 i 2 WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/ WASHERS) GALVINIZED OR METAL STRAP 048" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL0 STAINLESS STEEL WOOD SCREW Q 12" O.C. NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING 'STRUCTURAL PANEL: FASTEN TO BUILDING %A/ 8d NAILS 0 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW 0 16" O.C. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: W1 'WASHERS) SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER #10 TEE NUTS ATTACHED TO BLDG. w/ 10x1-1/2 ON EACH LEVEL OF DWELLING AS REQUIRED BY MACHINE BOLT 19 12" O.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. � FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT 1 N D O S •, GL A> E E PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE PROTECTION IS (REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED & IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 0 ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU PANELS OF BE PRECUT MENTIONED OVER (WIN WINDOWS WITH HOLD DOWN + SHEAR CONNECTION ,o. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECTNOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE��INTAINEDPONI SITEHEADER + SILL PLATE. SHALL COMPLY W NYSBC CHAPTER 2304.9.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. / # THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. cl cln 'I NAILING SCHEDULE F RAM I N G NOTES PROJECT, DRESS: ILA TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4" 1275 Rt H LANE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR O.C. EXTERIOR EDGES AND 6 d @12" o.c. SOUTH D NY, 11971 0 BETTER. INTERMEDIATE. n SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8 _ MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. tED ARC e < 10 0 CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, ��5 �N�JEA/V -'"'''" ° a ° ° CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ✓ t�Q` '2J� C� Ha a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR �!?�� N GABLE ROOFS TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 4 BLOCKING/RAFTER 4-8d (TOE NAILED) , 4. A H - BE SUPPORTED e io ALL FADERS 6 0 AND OVER SHALL RIM BOARD/RAFTER 4-16d (END NAILED) WITH DOUBLE UPRIGHTS, 9 -0 AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER ' " a a e TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. a !s! TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA S'T,Q X4436 STUD/STUD 2-16d (FACE NAILED) P I - - �O HEADER HEADER 16d FACE NAILED 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD I BEAMS AND LVL FNE��� / ( ) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND 0 0 TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 10 < 6 < 45 HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED DRAWN 81 Author e BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB a a JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS { skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND DATE: 9 x/20231:14:53 PM BRIDGING JOIST 2-10d TOE NAILED ) BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" SCALE: n / { ) stairs etc. OR AS NOTED ON DRAWINGS. GABLE ROOFS BLOCKING/JOIST 2-10d (TOE NAILED; LVL RIM JOIST SHALL BE REQUIRED AT FLOOR Ioo< e BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< 0 < 30 0 < 450 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DRAWING,, EET NAME LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS a PROVIDE 8d COMMON NAILS C$ 4' O.C. JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) g, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. � A HIGH PRESSURE zoNe - 6" O.C. BAND JOIST/JOIST 3-16d END NAILED; WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS of ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE(NAILED) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. TRI. TURAL DETAILS I00< e < 30 0 PLYWOOD ROOF DECKING 8d 04" O.C. EDGES, 08' O.C. FIELD TECO OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS 0 12" O.C.. STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE 8d NAILS 4" O.C. AT PERIMETER INTEF,OR PORTIONS OF PANELS IN NIGH PRESSURE ZONES. PLYWOOD WALL SHEATHING 8d 04" O.C. EDGES, C@8" O.C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES PLYWOOD SUBFLOOR DECKING 8d 06" O.C. EDGES, 012" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE DRAWING IEET N0: COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. I DID PERMIT SET =700mOO