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HomeMy WebLinkAbout40511-Z tnoia ' own.iNort et rhRIVIII INU. 1. check Septic Form N.Y.S. . .C.__ Trustees C.O.Application Flood Permit Examined 120 �� .. Single&Separate FEB f 2 Storm-Water Assessment Form ro ecl 20 I 1 Contact, A Disapproved a/c � w Phone: 63 — Expiration 20 .But ding In Iec APPLICATION FOR BUILDING PERMIT Date— q 20 r�, INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be requited. APPLICATION IS HEREBY MADEto the Building Department for the issuance of a BuildingPen-nit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or 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 for necessary inspections. ( ° matureof ali t or name,if a corporation) (Mail in address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner o premises on thetax/roll r latest deed) p ( If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.,�;jc, Plumbers License No. Electricians License No. 3. Nature of work(check which applicable): New Building Addition lteratio _Y Repair I ernoval e oliti.on Other Work (Description) 4. Estimated Cost 11-1100,10,9010 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number pfd Ing units on each floor ' s . If garage, number of cars e&n 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth ....._ Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth 11 1 Height Number of Stories 8. Dimensions of entire new construction: Front _ ear Depth Height Number of Stories 9. Size of lot: Front Dear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO +✓ 14. Names of Owner of premises Address, Phone No. Name of Architect -A Address� PhoneNo Name of Contractor 5,z,. 3e � ., � ePir 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓~ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * v-- * /* IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS:. COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ' , . .,... (Contract6o� gent, Corporate Officer, etc.) -w� 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 knowledge and belief; and that the work will be .. 4, --A - +I. .rn«..,®,-­+4'nro-1, ;- tiva or.r.l%r otinn filarl tk,-r, `xr4'k 7° CtA° ff s w e " Scott A. Russell SUPERVISOR WANA SOU OLD TOWN HALL—P.O.Box 1179 F 53095 Main Road—SO OLD,NEW YORK 11971 !, Town of Southold 11r1Z:.r 1_0L CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FEB 19 Z016 ( TO BE COMPLETED Y THE APPLICANT) FEB W _016 F'S 'rHIS PROJECT INVOLVE ANY OF ..THE I^ LI».OJlil G- (CHECK ALL THAT APPLY) Yes A. clearing, i r i or stripping of land which affects more than 5,000 square feet of ground surf ace. cvion or filling involving more t,an 0 cu is yards of Material within rcl or any contiguous area C. Site preparation on slopes which exceed feet vertical rise to 100 feet of horizontal distance. []rD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site ration within tone-hundred-year floodplain as depicted M p f-any, watercourse-.- 41: a r ourse. Installation e r resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. if i nature Contact Information, Date ions above, STOP. Complete e Applicant section below your Name, you answered NO to all of a questions Signature, apply to your project. y Blease submit Number! Chapter copies of a Sdoes not —. ._.._.. _. If you an ered S to one or more of a above, .... orater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T. . #e 1000 Date.. NAME: p ® Agent.Contractor,Other) District P • APPLICANT: (Property Owner,Des'®n Professional, �a3 3 �� ..... p Y� Section Block Lot �w �f FDR. � G..s& DIN( �." Contact Information �� �[D..�.. ')r;� rCtta Address /Location of Constt D aC� ruction Work: _ — ..m .,._m _......_. _ El Slorprr�waterr�M ri t!�emero m C tiro Pl�aii Not Re a,aiiict J � � �/1 �. Snryrrua�rrratr��r N��utuaar?a::�a�ra�ra1t d..'a�u'u'urrall 1(yRao� I�I�r.a�t.Biira�°¢�.. ._... � ...._ . (➢=orwCrird 'l as Ercrgmeerma Dep;artmeu'a( taut-RevuQiw.) ' on a Q3 a� c as m N C p -G a3 CL .0 _ o CIL- 0 o a, cz r�r U I� ca U Q c `° c' `obo0 I d W c n cCL c V > _ ccs - 1 r ca a UrL a2cc L O O tlJ c as C5. c C:: 0 C a a -u ro d d 0. CJ C, W U W W yy co 0 1 7 Ct w > ^� C p O as O >. X C I. _ cpo C CL 0 .0, �: hD 00 U o rs as ® ' CZ d CO t� C m as c._. C > as o tP"tla p Q O m NUJ, N p v `s U V m *� E V +, ajar d o ® -rs El a. � c I a� 0 servo O ®ul p DIE I L Lu Lx] LF id Y o 0 60 ti ® a c _° •L o cs , c o VC7 c<D Cj cv w, b0.0 va -O w0 c o ca #- � - o E `=' d u wca oca E o c � � v ® V on Ra r c O c r , ® cci .mow U ;r� aLu era p d ¢a CDccN r C,3 otn Q3 va VCS. E �.. .— A a s O V O J r N r ✓ N o Y "O a cl -0 L u O V cu a m ' aD nn � O c'3 ro I�,,. L..➢ cry Lx� O co O O mm. ® ® V c CL. o O C!) c "w.^ asE- c ;. N O O O b7S Up) L O •� o �` " r3 O xi n r0 cn tf,c to p X r O aOs ® ami > j C2, 2YcCf :y 'n ctl r Vl Jl U o_ aea�c.k-o Cc,7,.�CO O r? 73 cc � a,,r...y ®c'X On .2Cro c bVsr. 'r ..Oceay.0r CO .. f 1 , ti?OO a0 1-a wC. p> �" 7a Q O O O cl.�l','_ '- . o ? C: rrr ®O CFC o d aV ca O — hm r I— �- r .o p Q,o X o pU -0 � oO o c ` _ vEOCA O LA U) cz C.Y..... •. or No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN ALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter ori and submitted to the Building Department with the following; A. For new building or new se® 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land ses® 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: tz Old or Pre-existing Building: (check one) Location of Property: "Lzi House No. Street Hamlet Owner or Owners of Property Suffolk County Tax Map No 1000, Section Block Lot. Subdivision Filed Map. Lot: Permit No. Date of Permit.......... Applicant. Health Dept. Approval 0 t r..-)o 6 6, Underwriters Approval. ------ Planning Board Approval: . ..................... . ............. Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appli"ar Signature V j , REScheck Software n Compliance Certificate Project Marratooka Rd Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,860 ft2 Glazing Area 10% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1430 Marratooka Rd Lee+ Chesonis Design Mattituck,NY 11952 Compliance: 8.1%Better Than Code Maximum UA: 837 Your UA: 769 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. sernb es Ceiling 1: Flat Ceiling or Scissor Truss 3,304 38.0 0.0 0.030 99 Wall 1:Wood Frame,16"o.c. 3,700 19.0 0.0 0.060 199 Door 1:Solid 21 0.350 7 Door 2:Glass 70 0.300 21 Window 1:Wood Frame:Double Pane with Low-E 285 0.280 80 Basement Wall 1:Solid Concrete or Masonry 1,896 0.0 10.0 0.061 116 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Floor 1: Slab-On-Grade-Unheated 237 10.0 1.042 247 Insulation depth:0.0' Compliance Statement. The proposed)building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed budding has been designed to meet the 2010 New Yoric Energy Conservation Construction Code requirements in REScheck Version2 and'to comply rii the mandatory requirements listed'in the s ck n heection Checklist,. " Name-Title ture a Project Title: Marratooka Rd Report date: 12/02/15 Data filename: C:\LCD\Projects\1502 Mattituck\administration\Permit application\Marratooka Rd.rck Page 1 of 6 RECEIPT Date: 02/01/16 ecei 199481 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct-Resid. 4370 $10.00 Total Paid: $10.00 Notes: Payment Type Amount Paid By CK#559 $10.00 Beebe, Sid Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Beebe, Sid Pob 979 Cutchogue, NY 11935 Clerk I : CAROLH Internal ID:4370 � f y f —17 D m 33m O m co 1 st m d N m, G 33 m c m rm O O x -i z z 37 m D � r O �7 N r 0 m m �� D O O O m O b � ITI IS M o u O O m r w y C p O D r r m O 00 O D z m4 z ® k i z .� �wg„ Town Hall Annex Telephone(631-1802 54375 Main Road P. O. Box 1179 Fax(631)734-9502 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: it4v Owner: Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the fo�lloWng location(s) (check applicable line): Floor framing, .including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature. Name (person submitting this form): jt5 . Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1!112015 I11RES611heck Saftwarelr i n 4.6.2 Compliance Certificate Project Marratooka Rd Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,860 Glazing Area % Climate Zone: 4 (5750 ) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1430 Marratooka Rd Lee+Chesonis Design Mattituck,NY 11952 Compliance: 8.1%Better Than Code Maximum UA: 637 Your UA: 769 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies.... Ceiling 1: Flat Ceiling or Scissor Truss 3,304 38.0 0.0 0.030 99 Wall 1:Wood Frame,16"o.c. 3,700 19.0 0.0 0.060 199 Door 1:Solid 21 0.350 7 Door 2:Glass 70 0.300 21 Window 1:Wood Frame:Double Pane with Low-E 285 0.280 80 Basement Wall 1:Solid Concrete or Masonry 1,896 0.0 10.0 0.061 116 Wall height: 8.0' Depth below grade:7.0' Insulation depth:8.0' Floor 1:Slab-On-Grade:Unheated 237 10.0 1.042 247 Insulation depth: 0.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications„and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio1 .2 and to comply wityle mandatory requirements listed in the y S heawk nn ection Checklist. ' " Name Title attire a Project Title: Marratooka Rd Report date: 12/02/15 Data filename: C:\LCD\Projects\1502 Mattituck\administration\Permit application\Marratooka Rd.rck Pagel of 6 ���� M N �ac��j� '2o�um co n C�Or-5 v o0 4 a aa� mio� ;Dzrr*mA c 0 _�� o xoz?o m -1 :0� g�mmg �D�o� C)C) COP LA N a g za oazo om 2 �� � ze jmoz ``T 24.1', ,1 ^M y y~ :t c-, AOS Orn m 2 C)C) �m�N �m mz 2 NQ co �tnnva m pn� co m a aV c P., a Fri P�nfox a 02� a�v� N spynDyc^ n N ® C9 0� m 2 -0znr D r �Z14 ® m0rvj n2a aa� �DOp 2 m C� 03 iZ ?u�ig D co �r no M r �� 26.2' c nm y O O C z n� r� n � ons p � Oi- cz o 00 v n O z D m �n O =®p "off - ao o rn z i� 2o20� err mea / - oo r - � n opo 'y�D P�O t -, -, ? �, n Ln R, -cy iX 0L 1 �0 y o ^ a N N O � �� �'�iw"��,"�,•... cif ;� lig, rn o PICKET FENCE Lon Al i14 ;q PORCH G L+ Nom, I ,'Y" / M S �, 20,0, s, rrad LM F .. �:._ '� o y M1 N O ry Ga SA z a CBM CF NA r�� YCL o rr A � m w MDJ 0 ao 51 m `qQ — x o d 0` _ w m 7 rs .� ...NN C g'kfiry N'�"tl Q 1 o m Z C� m O Rl \ ! g� v IN all Ln Elp1J P a0 OD ;0:13m pGl� r co M Z-m0 � rr, Ci� N „ rr'm a , g ills �� 4 — I A a T � , T � � � 0 r IS �0� 20~� (n 5 5 Z m 0 0 N u o$ la�a c c CIO m o 'tJls' 2 �" g2pR m O m2' _ 0 r �ymj q�0 rn 2 2 � rp� p �' 24 y" y V1ti � m rn <g b v o a rn m C7 C)") '� �i O 2 a • m p p a m 03 r" rn A o iaza� � zx� o 0 m c� a to n Q ya =C z = 6 r N Sao rac , �M z Z z a V z56� coo"'A ac M c pec a'2s o ��� oo -26.2" m 'n pcO�j� n Ory CZ m W r a p O Z m (3 m-i Z �O 2C$ a 2p U � \ o a y ^ ro z q 5PArMo m �2 17.5` yap cmyScn �p ra as i I i14o r . " sxo ir S /rr 19" 1 co rn to PORCH 29 W 20.0 � c c C5 � mm � mm r- N n C g • n -t'�_, r n o Z C pp� W " 5 y� gip, >N r A Crr F. rn G� ti co r E 2 m• `V m Ln a IVA IN r m �Ikm N G�-4 x no m $ r m m u (1.5 N mp ; a m " r '00.90T ass0 T 0 S Prj WATER MAIN cc 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: GENERAL NOTES ABBREVIATIONS LEE + CHESONIS DESIGN ; 4 - 4 # • Y`Tn r'a ` w a ry 7 '�•�'" � 14 VERONA STREET UNIT 3D 1. All work and materials furnished shall comply with, state regulations,the regulations of the National Board of Fire Underwriters, National Fire �`' a BROOKLYN, NEW YORK 11231 A/C AIR CONDITIONING LAV LAVATORY �. �' 4 718330-0471 TEL/FAX Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. µ R. ACT ACOUSTICAL CEILING TILE LF LINEAR FEET/FOOT g y g y Y 9 P AD AREA DRAIN MANUF MANUFACTURER 2. Before ordering an materials or doing an work, each trade shall verify all measurements at the building and shall be responsible for the correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the MAX MAXIMUM m" measurements indicated on the drawings; an discrepancies between the drawings and field conditions which may be found shall be submitted ADDL ADDITIONAL g y p g Y MECH MECHANICALADJ ADJACENT/ADJUSTABLE _ ^.,, .• - "" "° '° ", .^�" SURVEYOR: KENNETH M.WOYCHUK 3 .X =a LAND SURVEYING,PLLC to the architect for consideration and clarification before proceeding with the work. The contractor shall be responsible for any deviation from the MEMS MEMBRANEPo :' *��' `` P.O.BOX 153 AQUEBOGUE, NY 11931 contract documents. AFF ABOVE FINISH FLOOR ALTERNATE " MDF MEDIUM DENSITY FIBERBOARD e w . o.. 631-298-1588 ALT ` A 3. All of the Architect's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by all; ALUM ALUMINUM MIN MINIMUM , ..Y`A any work shown or referred to on any one drawing shall be provided as though shown on all drawings. MISC MISCELLANEOUS APPROX APPROXIMATE MO MASONRY OPENING r "�'.4P �' 1� Q, "' STRUCTURAL ENGINEER: 4. The work to be performed consists of furnishing all labor, equipment,tools,transportation, supplies, fees, materials, and services in ARCH ARCHITECT/ARCHITECTURALf- a- ' �-4_ " t, ,�' �, CONDON ENGINEERING,P.C. accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in satisfactory ATTEN ATTENUATION NIC NOT IN CONTRACT 1755 SIGSBEE RD condition,the various materials and equipment at the locations shown. NO NUMBER > rr, MATTITUCK,NY 11952 BLDG BUILDING am 631-298-1986 NOM NOMINAL a j r11 / 'Fx BLOCKING 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. BLKG BL BUR BUILT UP ROOFING NTS NOT TO SCALE 6. The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes with CEM CEMENT/CEMENTITIOUS N/A NOT APPLICABLE ' 1 �f °,& „mow �. ' `. ' f, i .4 the same force and effect as though herein written out in full. CLG CEILING OA OVERALL ,iii/ ;,' ' ' " t.� mro•, • i. c °` OC ON CENTER 7. All materials required for the performance of this work shall be new and of the best quality of the kinds specified. The use of old or second CL CLOSET OD OUTSIDE DIAMETER x CMU CONCRETE MASONRY UNIT hand materials is strictly forbidden, except for locations on the drawings that refer to removal and relocation of materials or equipment. Materials PLAM PLASTIC LAMINATE shall be used in accordance with the manufacturer's specifications. The contractor shall submit all product warranties. The contractor will CONC CONCRETE PLMBG PLUMBING warranty all work as per state regulations. CONT CONTINUOUS CONST CONSTRUCTION POL POLISHED ' 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste materials PNTD PAINTED r and rubbish during the entire construction period. The Contractor shall remove all crates, cartons and other trash from the work areas each day, DEMO DEMOLISH/DEMOLITION and shall be responsible for its proper disposal. The premises shall be protected throughout construction and shall be turned over in spotless DEPT DEPARTMENT RCP REFLECTED CEILING PLAN and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean and polished condition. DIA DIAMETER RD ROOF DRAIN N DIM DIMENSION REC RECESSED 9. All work shall be subject to final inspection by the Architect. DTL DETAIL REF REFERENCE/REFRIGERATOR DWG DRAWING REINF REINFORCEMENT 10. All plumbing, electrical and mechanical work shall be performed by persons licensed in their trades. All work to comply with teh applicable DW DISHWASHER REQD REQUIRED sections of the Building Code currently in effect. EA EACH REV REVISE/REVISION 1430 MARRATOOKA ROAD, MATTITUCK, NY 11952 11. The Contractor shall take all necessary precautions to insure the safety of the building, its occupants, and the general public during ELEC ELECTRICAL RO ROUGH OPENINGELEC ELEVATION Sc SOLID CORE PARCEL#1000.123.00-01.00-003.003 construction. EMER EMERGENCY SCHED SCHEDULE NEW CONSTRUCTION, SINGLE FAMILY, ONE STORY WOOD FRAME STRUCTURE WITH DETACHED GARAGE ENCL ENCLOSURE SECT SECTION EQ EQUAL SF SQUARE FEET FIRE SAFETY NOTES EQUIP EQUIPMENT SIM SIMILAR DRAWING LIST EXT EXTERIOR/EXTEND SPEC SPECIFICATION 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to such FBO FURNISHED BY OTHERS SQ SQUARE A001 Area Plan, Drawing List, Legend, Notes areas to be controlled by the Owner and/or the General Contractor. FD FLOOR DRAIN SS SLOP SINK A002 Site Plan, Lot Coverage&Setbacks 2. All materials are to be stored in an orderly manner. FF FINISH FLOOR ST STL STAINLESS STEEL A100 Basement/Foundation Plan FIFE FINISH FLOOR ELEVATION STD STANDARD A101 Floor Plan 3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. FIN FINISH STL STEEL A102 Roof Plan FLR FLOOR STRUCT STRUCTURAL A103 Framing Plan 4. All flammable materials to be used and stored in an adequately ventilated space. FLUOR FLUORESCENT SURF SURFACE A200 Exterior Elevations FPSC FIRE PROTECTED SELF CLOSING SUSP SUSPENDED A201 Exterior Elevations 5. All electrical power to be shut off where there is exposed conduit. FT FOOT/FEETSYM SYMMETRICAL A300 Building Sections 6. All electrical power in the construction area to be shut off after working hours. FTG FOOTING TEL TELEPHONE A301 Building Sections GA GAUGE THK THICK A302 Building Sections 7. The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in construction. GAL GALLON TOS TOP OF SLAB A500 Typical Wall Section&Exterior Details GALV GALVANIZED TV TELEVISION A501 Partition Types, Window Details, Sanitary Riser Diagram GWB GYPSUM WALL BOARD TYP TYPICAL A501 Partition Types, Window Details, Sanitary Riser Diagram HC HOLLOW CORE T&G TONGUE AND GROOVE GENERAL CONSTRUCTION NOTES HDR HEADER LION UNLESS OTHERWISE NOTED S1 Structural, Foundation Plan S2 Structural, 1st Floor Framing Plan 1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and actual HDWR HARDWARE VAP BAR VAPOR BARRIER S3 Structural,Attic Floor Framing Plan conditions. HDFB HIGH DENSITY FIBERBOARD VERT VERTICAL HM HOLLOW METAL S4 Structural, Roof Framing Plan 2. All dimensions shown are to finished race of walls, floors and ceilings, unless otherwise noted. VEST VESTIBULE S5 Structural, Details HORIZ HORIZONTAL VCT VINYL COMPOSITION TILE 3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. HGT HEIGHT VIF VERIFY IN FIELD INFO INFORMATION INSUL INSULATION WC WATER CLOSET CODE COMPLIANCE ID INSIDE DIAMETER WD WASHER/DRYER INT INTERIOR WGT WEIGHT PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND KIT KITCHEN W/ WITH PROFESSIONAL JUDGEMENT, THESE PLANS AND SPEFICICATIONS ARE IN COMPLIANCE LAM LAMINATE W/O WITHOUT WITH THE UNIFORM BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE). LEGEND CONCRETE BATT INSULATION SPRAY INSULATION `' ~"'"�� ,•✓ RIGID INSULATION (E) EXISTING _ "� ISSUE FOR TOWN PERMIT 01.10.2016 (N) NEW ' SEAL: 01 REVISION NUMBER �SykED A,9 Aso1 ELEVATION f, a A6o1 z ELEVATION OZ9 j 40 OF ttis �O"'' 1 SECTION A401 PROJECT NO,1502 1 A601 DETAIL WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD ELEVATION DATUM MATTITICK, NY 11952 101 WINDOW TYPE DRAWING TITLE: DOOR TYPE Area Plan, Drawing List, �-- PARTITION TYPE Legend, Notes OSMOKE DETECTOR DATE: 01/10/16 DWG NO.: S/C SMOKE/CARBON MONOXIDE DETECTOR SCALE: AS NOTED 101 DA-001 ROOM NUMBER J NAME DRAWN BY: NCL LIVING ROOM ©LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 ITJ� 718 330-0471 TEL/FAX I 1 I i I 1 I SURVEYOR: KENNETH M.WOYCHUK LAND SURVEYING,PLLC I 1 P.O.BOX 153 AQUEBOGUE,NY 11931 i 631-298-1588 I 1 STRUCTURAL ENGINEER: 1 1 CONDON ENGINEERING,P.C. 1755 SIGSBEE RD I MATTITUCK,NY 11952 1 631-298-1986 I 1 I I 1 I 1 352'-10" a 66'-82" 101'-10" PROPERTY LINE a a I-\ 0 EL. 23.4 `1 o A/C EQUIPMENT � UNDERGROUND PROPANE I TANK. COORDINATE \----- I N N LOCATION WITH UTILITIES. - �I 1 ------- ——————— — — — — — — — — — — — — — -- a SETBACK LINE D L i -- o \� ONESTORY 1 \\� I WOODFRAME i D 60'-0" 0 LINE OF EXTERIOR WALLS 0 STRUCTURECID 1 O i I v \ LINE OF ROOF OVERHANG 0 50-011 a \O\ COVERED Imp 1 may\ 1 WALKWAY m N I coI \ - o G I I I 1 a \ o o Im / \ U ' Y Y-Y -- _ - PATIO I I O \ i - DRIVEWAY Q I a i DETACHED N i GARAGE I 1 (FUTURE POOL) -------------------- L_ I I WOOD FRAME ------------ --j ' 1 I (I i (FUTURE GARAGE) `- — — — — — — — — — — — — — — — — — — — — — — I I - - - - - - - - - - - - - - - - - 1 SETBACK LINE 1 N \ a O O E 2.9 EL.24.3 �-- - -�j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPERTY LINE a 9j- 01-0"31'-0" 1 22'-3" 118'-2" I 369'-2" a � 0 1 I ISSUE FOR TOWN PERMIT 01.10.2016 I I 11 SEAL: ��a�U A�Cy Q1g Gy�ESO/V, I I 1 I 1 N SITE PLAN SCALE: 1/16"= 1'-0" PROJECT NO.1502 WINTERS/BEEBE RESIDENCE ` 1430 MARRATOOKA RD MATTITICK, NY 11952 ZONING R-80, 1.03 ACRES LOT COVERAGE: NON-CONFORMING LOT SETBACKS: LOT SIZE=44,732.28 SF DRAWING TITLE: FRONT 50 FT SIDES 20 FT PROPOSED STRUCTURES: REAR 60 FT HOUSE=2,422 SF Site Plan, Lot Coverage GARAGE =473 SF Setbacks FUTURE GARAGE= 372 SF TOTAL PROPOSED BUILDINGS= 3,267 SF MAXIMUM PERMITTED LOT COVERAGE=20% DATE: 01/10/16 DWG NO.: LOT COVERAGE= 3,267 SF/44,732.28 SF= 7.3% (COMPLIES) SCALE: AS NOTED A-002 DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D 3 BROOKLYN, NEW YORK 11231 2 A200 1 718 330-0471 TEL/FAX A302 _ A302 REINFORCED CONC. FOOTING REINFORCED CONC. FOUNDATION WALL CONT.2"FOAM INSULATION AT INTERIOR SURVEYOR: KENNETH M.WOYCHUKLAND SURVEYING,PLLC FACE OF FOUNDATION P.O.BOX 153 AQUEBOGUE,NY 11931 66-51" 631-298-1588 --------------------------------------------------------------------------------------------------------------------- -- - ---------- STRUCTURAL I ' r : ------------------------' ----- I � -- CONDON ENGINEERINGP.C.P PROPERTY SETBACK 1755 SIGSBEE RD I I I MATTITUCK,NY 11952 1 TYP.WALLI I 631-298-1986 1 SECTION A500 I I I I Z9 I I 2 T i •-. I 4"THICK REINF. CONC. i --- r I i SLAB OVER CONT.VAPOR� I I BARRIER OVER GRAVEL 1 I . I OVER COMPACTED SOIL REINFORCED r-..--.-----------1,77 - -� CONCRETE i;. ' ------ ---------- 1 FOOTINGS 1 r-- 1 I r---------, r---------, I f 10' 10° r J I L I I I I I I I I I- I _ ----J I I I I I I r •• ICO �_----.--_----.- - I I I I I I I I I I I I I I I I I ' ,. .•. I I I I I I L i LINE OF L---- --_-i I J PORCH r in I I ABOVE METAL COLUMNS 2 I •- I I N I I L iMECH. EQUIPMENT 001 I BASEMENT i I m (UNFINISHED,CONDITIONED) I I I A300 I 1 i I SIN i I i i V-81' • I .. I r--------, r--------, I 2 1 I I r-----, I I I I r--I L A200 P 1 1 1 1 I I I I I I A200 .. 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A-1 00 N DRAWN BY: NCL ©LEE+CHESONIS DESIGN 2016 3 1430 MARRATOOKA RD, MATTITUCK, NY 2 A200 1 A302 - A302 ARCHITECT: Ik , LEE + CHESONIS DESIGN HOSE BIB 66'-82" HOSE BIB 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 Li 718 330-0471 TEL/FAX 13-0 7-477�12 - 2 2-0 5-9 2-0 11 -7 F� 9'-6- 11 5 08 - -- - - - 07 - - - - - 06 — — - - 05 — — — 04 - - - - - - —� SETBACK LINE • ! -- -- - — - - - - -- — r— _ 1I III IiI II II ❑0 O - O 11 - - SURVEYOR KENNETH M. WOY CHU K LAND SURVEYING,PLLC O P.O.BOX 153 AQUEBOG UE,N Y 11931 631-298-1588 El 10 110 112 1 STRUCTURAL ENGINEER: F1 108 1!9 EO CONDON ENGINEERING,P.C.- MASTER MASTER MASTER BEDROOM AROO BEDROOM14� N BEDROOM CLOSET � BATHROOM _ S _ � IIII IIIIII iIIIII Sic I I 1 - - I(II 1755 SIGSBEE RD MATTITUCK,NY 11952 N tD A 3 0 1 631-298-1986 IN — — — O — — — 10 I ENTRY DN - - - - - - - - Q i -- — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - 41'-01" I I I 2 1�2 GAS FIREPLACE POR�H I I 1'-10'1tEL. 271 " I I I SIN I I c I •--IN N N SIN v 1 GAS FIREPLACE0 102 103 02 `n LIVING ROOM DINING ROOM I I A300 I I I I 1 I I I II A 00 ( 18'-6" 20'-1" I I A200 L - - - - 1 TYP. T_W u p LINE OF ROOF ABOVE TYP. � DWi o 1 F-1_05 104 106 1 2 I j STUDY KITCHEN IN 1 - - A300 � SIN � MUDROOM o cn co 14 r\ 01 1 1 I `� I i I � � A301 FIN. FL. - 1 2'-1"(EL.27'-7") o ° i L 8-92 I HOSE 1 6 D o I BIB I I I I I I t l I DN I I -3Y\Y1 4'�: '0- L — 02 2 1 -62, 1 43'- 1" 1 i o A201 N PATIOLO 0"(E 27'-4') _ I I li I 1 i { I I I I GARAGE o -`t DRIVEWAY N N I I I I DN (FUTURE POOL) 21 1-01f --- ISSUE FOR TOWN PERMIT 01.10.2016 1L — — — — — — — — — — — — — — — — — — — — — J 10'-0" 22'-3" SEAL: I (FUTURE GARAGE) SETBACK LINE -44 0 �- �914 i ... ,-�, - - - - - - - - - - - - - - - - - - - 23'-0" e- _?t x. 31'-0" e DRIVEWAY PROJECT NO,1502 -- ti 3 N WINTERS/BEEBE RESIDENCE A201 1430 MARRATOOKA RD MATTITICK, NY 11952 DRAWING TITLE: Floor Plan PROPERTY LINE DATE: 01/10/16 DWG NO.: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — SCALE: AS NOTED A-1 01 CONSTRUCTION PLAN N DRAWN BY: NCL SCALE: 3/16"= 1'-0" CHESONIS DESIGN 2016 1 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: T*',-7� ,— LEE + CHESONIS DESIGN 3 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 " A302 2 A200 1 A302 718 330-0471 TEL/FAX KENNETH M.WOYCHUK ASPHALT SHINGLE ROOFING,TYP. SURVEYOR: LAND SURVEYING, PLLC P.O.BOX 153 AQUEBOGUE,NY 11931 ASPHALT RIDGE VENT, TYP. 631-298-1588 - -- - - - - -- - - - - - - - - - -—�— STRUCTURAL SETBACK LINE — — ENGINEER: CONDON ENGINEERING,P.C. 1755 SIGSBEE RD MATTITUCK,NY 11952 631-298-1986 I 0 0 I I N � I 6 N N00 I 2 d6 I A301 (V 77 c I I I 01 I 0 6:12 6:12 c� - - - - - - - - - 77 I SCREENED METAL I FLUE CAP STONE CHIMNEY CA 1 VENEER STONE AT 0 I A300 FRAMED CHIMNEY I I I LINE OF WALL BELOW---,,,,, I I 2 A200 '' METAL GUTTERS, TYP. I 1 I I I I 6:12 6:12 I A300 r— I I � A301 I 0 I I I I I I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L— 2 A201 CN A201 I I I I I I I I I I I I I I 0 I N I I co I I I I ISSUE FOR TOWN PERMIT 01.10.2016 I I I I I SEAL: r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � A'EU AA L - - - - - - - - - - - - - - - - - - - - - -� Q� �. ' 0 �m i q (FUTURE GARAGE) 029140 I T OF I I I I I PROJECT NO. 1502 — -- — — �— — — _ — — — — SETBACK LINE _ WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK,NY 11952 3 DRAWING TITLE: Roof Plan ROOF PLAN SCALE: 3/16"= 1'-0" DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-102 N DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: lc� LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 718 330-0471 TEL/FAX 66'-0" 13'-51" 71_81" 2'-41" 61_11„ 2t-41" 12'-01" 2 2 10'-0' 11 -11"Ile 2 2 2 2 SURVEYOR: KENNETH M.WOYCHUK LAND SURVEYING,PLLC t0 •�I �) �) ( d �) P.O.BOX 153 AQUEBOGUE,NY 11931 N) NI NI N) N) NI NI NI cli 631-298-1588 L. -4 1,-8" 1'-8"1 -3 EQ 1'-8" EQ I 3'-4" 2'_4" h'-4" 2'-10" 2-10.' 1'-11 I 11-81,8111 I '-3" 2'_4" — R.O. R.O. R.O. R.O. I R.O. R.O.1 STRUCTURAL ENGIN — --- �-_- ------_ .I, -- -- - --- � 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: r-6 TOP OF STRUCTURE LEE + CHESONIS DESIGN 27'-1/2" 14 VERONA STREET UNIT 3D TOP OF STRUCTURE BROOKLYN, NEW YORK 11231 718 330-0471 TEL FAX COVERED WALKWAY TOP OF STRUCTURE SURVEYOR:-- -- - - -- - -- KENNETH M.WOYCHUK LAND SURVEYING,PLLC 19'-8 1/2" 9:12 P.O.BOX 153 AQUEBOGUE,NY 11931 631-298-1588 SOLAR PANELS ON17'-6"TOP OF STRUCTURE IF/ ROOF 8:12 Z ASPHALT ROOF STRUCTURAL ENGINEER: SHINGLES, TYP. CONDON ENGINEERING,P.C. 1755 SIGSBEE RD MATTITUCK,NY 11952 631-298-1986 FIBER CEMENT LAP SIDING,TYP. 6"EXPOSURE (7-1/4"ACTUAL) CORNER BOARD, TYP. 5-1/2" (FUTURE GARAGE) VOPEN CONC. FOUNDATION, TYP. BO PATIO& PORCH FIRST FLOOR (F.F.) 2'-1" (EL.27'-7") �z GRADEGRAD L • E 0'-0" (EL. 25'-6") IF' 0'-0" (EL.25'-6") STONE STEPS TO MATCH PATIO PAVERS WOOD STEPS AT PORCH EXTERIOR ELEVATION: EAST SCALE: 3/16"= 1'-0" STONE VENEER AT FRAMED CHIMNEY TOP OF STRUCTURE 27'-1/2" ASPHALT ROOF SHINGLES, TYP. COVERED WALKWAY TOP OF STRUCTURE J4 TOP OF STRUCTURE 19'-8 1/2" 18'-6" 8:12, 8:12 STONE STEPS VOPEN 17 �` (FUTURE GARAGE) PATIOPAVER HH181H PATIO PATIO 1 PATIO EL.27'-4") 8-1/2" (EL.26--2 GRADE GRADE 1- 0'-0" (EL. 26-15") 1- 0'-0" (EL.25'-6") 2 EXTERIOR ELEVATION: WEST SCALE: 3/16"= 1'-0-' ISSUE FOR TOWN PERMIT 01.10.2016 TOP OF STRUCTURE SEAL: Age fj:12 AII OF PROJECT NO.1502 WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 FE 7U F I F I I DRAWING TITLE: ug L 091 Exterior Elevations 04 06 07 08 10 11 FIRST FLOOR(F.F.) 2'-1"(EL.27'-7") jh PATIO DATE: 01/10/16 DWG NO.: (FL.26-2 1/2") GRADE 0'-0" (EL.25'-6") SCALE: AS NOTED A-200 EXTERIOR ELEVATION: NORTH DRAWN BY: NCL SCALE: 3/16"= T-0" C LEE+CHESONIS DESIGN 2016 1 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: TOP OF STRUCTURE LEE + CHESONIS DESIGN 19'-8 1/2" 14 VERONA STREET UNIT 3D ASPHALT SHINGLE BROOKLYN, NEW YORK 11231 ROOF,TYP. 718 330-0471 TEL/FAX TROP OF STRUCTURE ROOF BETWEEN DETACHED GARAGE &HOUSESURVEYOR: KENNETH M.WOYCHUK TOP OF STRUCTURE LAND SURVEYING,PLLC 13'-8" P.O.BOX 153 AQUEBOGUE,NY 11931 631-298-1588 GARAGE FIBER CEMENT _.. _ -___-_____ ____--__ STRUCTURAL ENGINEER: LAP SIDING,TYP. CONDON ENGINEERING,P.C. 1755 SIGSBEE RD CORNER BOARD, (FUTURE GARAGE) MATTITUCK,NY 11952 TYP. 631-298-1986 STONE STEPS TO MATCH PATIO PAVERS 05 PAVERS AT—\ PATIO PATIO V-10" (EL. 27'-4") ILL - GRADE — GRADE 0'-0" (EL. 26-6") V 0'-0" (EL. 25'-6") EXTERIOR ELEVATION: NORTH SCALE: 1/4"= T_0" TOP OF STRUCTURE 27'-1/2" 6:12 - ' \ -11 STRUCTURE STONE VENEER CHIMNEY - - - -- -- -- \ i - 6:12 % \� ROOF BETWEEN \� DETACHED GARAGE &HOUSE C - - FIBER CEMENT LAP SIDING,TYP. 6"EXPOSURE (7-1/4"ACTUAL) 15 1s CORNER BOARD,TYP. 5-1/2" I O o2 -- --- CONC. FOUNDATION NATIO I WALL,TYP. 1'-10" (EL. 27'-4") GRADE 0'-0" (EL.26-6") 2 EXTERIOR ELEVATION: SOUTH SCALE: 1/4"= T-0" ISSUE FOR TOWN PERMIT 01.10.2016 SEAL: -b SRC PGy1EO/V, - - - -- -- -- ---- SOLAR PANELS ON TOP OF STRUCTUREA 1 413 - '-8 1/2" = --- - 19 PROJECT NO.1502 WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 I, DRAWING TITLE: GARAGE FIBER CEMENT Exterior Elevations ( GARAGE) GARA -- -- yl LAP SIDING, TYP. G ) F � CORNER BOARD, TYP. -- ---- --- -- PATIO -- --- 1P 1'-10" (EL. 27'-4") Ak GRADE DATE: 01/10/16 D EXTERIOR ELEVATION: SOUTH 0'-0" (EL.25'-6") SCALE: AS NOTED DRAWN BY: NCL A-201 SCALE: 1/4"= T-0" 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: 14TLEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 718 330-0471 TEL/FAX STOP OF STRUCTURE 27'-1/2" SURVEYOR: KENNETH M.WOYCHUK 10'-0" LAND SURVEYING,PLLC 6:12 4. P.O.BOX 153 AQUEBOGUE,NY 11931 — - -- 11 TOPOF STRUCTURE 631-298-1588 ----------- --- - 24'-61/2" I 1 iv 3._8.. STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. STONE SIGSBEE RD TONE VENEER AT MATTITUCK,NY 11952 FRAMED CHIMNEY 631-298-1986 JNr- - - - - -- - �FIN. CEILING i o 102 103 LIVING ROOM DINING ROOM r! FIRST FLOOR(F.F.) 2'-1" (EL. 27'-7") GRADE 0'-0" (EL.25'-6") 0 Ho 001 BASEMENT • � TOP OF SLAB • 1 BUILDING SECTION SCALE: 3/16"= T-0" TOP OF STRUCTURE J ISSUE FOR TOWN PERMIT 01.10.2016 i FIN. CEILING R U A,9C Ok n - - - i 105 *Ual ®g9140STUDY KITCHEN OM Qr-FIRST FLOOR(F.F.) �- JUL - -FT f - - - 2'-1" (EL.27'-7") GRADE PROJECT NO.1502 0'-0" (EL.25'-6") i WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 001 002 BASEMENT BASEMENT STORAGE � TOP OF SLAB DRAWING TITLE: 2 BUILDING SECTION '7'-0" SCALE: 3/16"= T-0" Building Sections DATE: 01/10/16 DWG NO.: SCALE: AS NOTEDA-300 DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 718 330-0471 TEL/FAX SURVEYOR: KENNETH M.WOYCHUK TOP OF STRUCTURE LAND SURVEYING,PLLC 23'-11 1/2" P.O.BOX 153 AQUEBOGUE,NY 11931 631-298-1588 STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. 1755 SIGSBEE RD MATTITUCK,NY 11952 631-298-1986 FIN. CEILING IE:::Q JLLI - i - o -- o = ❑, 10 0 04_ 105 UR M IT HEN STUDY A --- - ., FIRST FLOOR �— GRADE 0'-0" (EL. 25'-6") L Q 002 L 001 BASEMENT ` BASEMENT STORAGE L TOP OF SLAB -7'-0" WOOD STAIR, 1/A501 BUILDING SECTION SCALE: 1/4"= 1'-0" J* TOP OF STRUCTURE 27'-l" 6:12 1 4 A500 TOP OF STRUCTURE 17'-5 1/2" I `* ISSUE FOR TOWN PERMIT 01.10.2016 SEAL: A I � LL LL [ ( AC LU �Cr �Gr1ES0kd,�sj , LL 0 ~O p"0140 �.�. I 112 0° 111 110 109 108 107 BEDROOM BATHRO BEDROOM MASTER MASTER F Kr o I BATHRO M CLOSET MEDROR FIRST FLOOR(F.F.) V 2'-1" (EL. 27'-7") PROJECT NO.1502 GRADE 0'-0" (EL.25'-6") I I 0'-0" (EL. 25'-6") WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 I I o zo I 001 BASEMENT DRAWING TITLE: i --� TOP 7'-0" LAB Building Sections 2 BUILDING SECTION SCALE: 1/4"=1'-0" DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-301 DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: L7kLEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 'Li 718 330-0471 TEL/FAX SURVEYOR: KENNETH M.WOYCHUK LAND SURVEYING,PLLC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t1 TOP OF STRUCTURE P.O.BOX 153 AQUEBOGUE,NY 11931 27'-1/2" 631-298-1588 L- - - - - - - - - - - - - � TOP OF STRUCTURE 23'-1 1/2" STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. I 1755 SIGSBEE RD MATTITUCK,NY 11952 631-298-1986 t � P O STRUCTURE 19'-8 1/2" Y 15'-1" - 8:12 FIN. CEILING I, i FIN. ILIN NII CE G \ / in X OPEN 111 j 102 !KITCH ,BATHROOM i LIVING ROOM N / \ FIRST FLOOR F.F. � FIRST FLOOR (F.F.) ---n-1-11L/- � - - --------_--------- - - - ' 2'-1" (EL. 27'-7O ) 1 �+ - - GARAGE GRADE GRADE -- -- 0'-0" (EL. 25'-6") WOOD STAIR I I t I 001 002 I BASEMENT BASEMENT I STORAGE I TOP OF SLAB -7'-0" I BUILDING SECTION SCALE: 3/16"= 1'-0" _-_ ---_ ---_._- TOP OF STRUCTURE y _ F �xc�5b _ tiw5� �3x r 27'-1/2" i LL, L� I � I - I ISSUE FOR TOWN PERMIT 01.10.2016 FIN. CEILING SEAL: ol 13' TOP OF STRUCTURE -7" ��RII.D ARC FIN. CEILING4z i < (FUTURE GARAGE) i '9TH �d:• o, 13 12 o Of 1 102 \� 110 KI EN -LIVING BEDROOM PATIO - - ------- - - - - — --ROOM—---- --- � FIRST FLOOR(F.FJ PROJECT NO.1502 -- -- - - 2'-1" (EL.27'-7") � jr— GRADE �--- � GRADE WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD 0'-0" (EL. 25'-6") 0'-0" (EL. 25'-6") MATTITICK, NY 11952 o 00 001 DRAWING TITLE: BASEMENT Building Sections TOP OF SLAB 2 BUILDING SECTION SCALE: 3/16"= 1'-0" DATE: 01/10/16 DWG NO,: SCALE: AS NOTED A-302 DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 � 1*ao ,mAnnAToomARD, rmArrnucm. mY VENTED RIDGE ASPHALT SHINGLE ROOFING AIR/WATER/VAPOR BARRIER ARCHITECT: OVER SHEATHING SHEATHING OVER WOOD FRAMING LEE f CHESOKjIS DESIGN 14vERONASTREET UNIT 3D 2"VENTING CHANNEL CONT. U ( Bnoonc/w. NEW YORK 11231 FROM EAVE TO RIDGE 718 330-0471 TEL FAX SPRAY FOAM INSULATION, R-38 MIN. ASPHALT SHINGLE ROOFING SURVEYOR: KENNETH m.vvoYoHuK mn/ vw°/cn,VAPOR BARRIER LAND SURVEYING,PLuC OVER SHEATHING PD.BOX 1uoAQuEeoaue.NY 11931 631-2e8'15ee SHEATHING OVER WOOD FRAMING 2''VENTING CHANNEL CONT. FROM EAVETORIDGE STRUCTURAL ENGINEER: SPRAY FOAM INSULATION, CowoOwENGINEERING,P.C. - VENTING' -' '-'-- --NT. FROM -A'-TO RI--- 1755o|GoasEROMATT|TUCK.wY11952 631-298'1e86 SHEATHING OVER WOOD FRAMING ' -'' '-''-'' -' -' - ''R-' -'-' SHEATHING ASPHALT SHINGLE ROOFING METAL DRIP EDGE METAL GUTTER---- 1 C14 WINDOW PER SCHED. �Lj VERSATEX FASCIA&VENTED SOFFIT WOOD TRIM, PNTD. FRIEZE BOARD OVER BLOCKING INSULATION: SPRAY FOAM AND BATT,TOTAL R-19 MINUMUM 2X6 WOOD FRAMING SHEATHING -% AIR WATER VAPOR BARRIER FIBER CEMENT LAP SIDING GWB, PNTD. WOOD BASEBOARD, PNTD. EAVE DETAIL T&G WOOD FLOORING 2 SCALE: 3,= 1'-0r3/4"PLYWOOD SHEATHING FIRST FLOOR(F.F.) z INSULATION AT RIM JOIST 5% GRADE co SILL GASKET GRADE AP SIDING, INSTALL PER 0 � EXTERIOR SHEATHING AIR/WATER/VAPOR r�| � �--�_-\ \ \r-����-\ \ \ BARRIER OVER SHEATI 111,11]i � �u� s FOR TOWN Psnwn 01,10.2016 ��--- ' SEAL: \— UNFINISHED, CONDITIONED BASEMENT--\ 00 2"FOAM INSULATION (R-10 MIN.) 14 GW13 ON STUDS STARTER STRIP < < BOTTOM OF GWI3 HELD UP FROM SLAB CONC. FOUNDATION WALL DAMPPROOFING 4" REINFORCED CONC. SLAB < MEMBRANE 0-91 'k CONT VAPOR BARRIER OVER INSULATION 00 16 z (SHEET POLYETHYLENE) < REINFORCED CONC. 2"RIGID FOAM INSULATION, EXTRUDED FOUNDATION WALL POLYSTYRENE(XPS)OR EXPANDED PROJECT NO.1502 SLOPE � � _ __ �� x*v�� GRAVELVNNTEHS/8EE8E RESIDENCE 1430MARRATOOKARD ` TOP OF SLAB | | | M/TT|T|CK. NY 11952 DRAWING TITLE: REINFORCED CONC. ruu//mu Typical 8aUU Section 3 LAP SIDING DETAIL SCALE 3"= 1'-0" ' & Exterior Details CAP|LARY BREAK OVER FOOTING ~^'E01/10/16 (]AMppROOF|NQ DR MEMBRANE) —11 |- 11—| | SCALE: AS NOTED A-500 DRAWN BY: NCL WALL SECTION ~^�-^�=°'S�=`�'" � SCALE: 1^= 1-0� 1430 MARRATOOKA RD, MATTITUCK. NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 718 330-0471 TEL/FAX SURVEYOR: KENNETH M.WOYCHUK WATERPROOFING i LAND SURVEYING,PLLC MEMBRANE OVER FLASHING P.O.BOX 153 AQUEBOGUE,NY 11931 631-298-1588 METAL FLASHING — it el I STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. 4'-0" 1755 SIGSBEE RD MATTITUCK,NY 11952 TRIM PROUD OF LAP 631-298-1986 SIDING q:\ N co 7'-4" le VARIES o WOOD CLAD WINDOW o PER SCHEDULE . I z h I U ----- - z —E b > L-----� (V Q WINDOW NAILING FIN 4 .a. C9 cn - _1 z w_ SECURED TO SHEATHING, ;.°° J SIN Q Q TYP. T� y. VERSTEX TRIM, 1"x 4-1/2" CO (ACTUAL) I L_ _ WOOD STAIR LAP SIDING, INSTALL PER 1� RISE:RUN MANUF. SPECS 6-3/4" : 10-3/4" i .f AIR/WATER/VAPOR I BARRIER OVER SHEATHING I NUMBER OF LITES VARIES EXTERIOR SHEATHING WOOD CLAD DH WOOD CLAD DH, MULLED FIXED OVER WOOD CLAD DH ASCALE: 112"= 1'-0° SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" I STAIR DETAIL WINDOW TYPES SCALE: 1/2"= 1'-0" 2 SCALE: 1/2"= 1'-0" WOOD CLAD, INSULATED DOUBLE PANE GLAZING, LOW E TYP. WINDOW HEAD & JAMBSCALE: 3"= 1'-0" >< r- LJ >< LI J LIJ �� If ROOF JIL I t r. JIL JL SOUND BATT INSULATION, TYP. STUD D 2'X4 WOOD U @ 1-112 iII It -iI I ItI Ii -�iI I � II I-• .. ; :::• ;`; @ ISSUE FOR TOWN PERMIT 01.10.2016 . ., TP. 6"WOOD STUD r------------ ---- 1-1/2. 4„ 1-1/2" 16”O.C., TYP. 1-1/2I 2" 4 1 1-1/2 21 4 SEAL: I I (1) LAYER 1/2"GWB, aU ARCS I BOTH SIDES, STAGGER C,NESQ&� SK t I I I I I I I I I I ;, ALL JOINTS P '� I LAV i LAV I I i I LAV I i I I Q �C3 `. � C� I WC I I DW WM i WC SH i I I SH I I I I 13" (1) LAYER 1/2"GWB, 1ST FLOOR I KITCHENI I t I I F.A.I. BOTH SIDES, STAGGER t BATHROOM t I I BATHROOM ', ALL JOINTS SEALANT OR GASKET 0.--91413 J �: 2" 1-1/2" I " I " " -J i 3 t J. UNDER BOTTOM PLATE I 2 t 1-1/2 1-1/2 T 3" I 2" i 1-112' �� I C.O. 3„ I C.O. I I C.O. I BOTTOM OF GWB HELD 4" 4" UP FROM SLAB SLAB PROJECT NO,1502 4" IJ WINTERS/BEEBE RESIDENCE TO APPROVED 1430 MARRATOOKA RD MATTITICK,NY 11952 SEPTIC SYSTEM INTERIOR STUD PARTITION HOUSE INTERIOR STUD PARTITION TRAP SCALE: 3"= 1'-0" FIRE RATING: ONE SCALE: 3"= 1'-0" FIRE RATING: NONE DRAWING TITLE: 4 SANITARY SYSTEM RISER DIAGRAM Partition T SCALE: NTS PARTITION TYPES Types, O Window Details, Sanitary Riser Diagram DATE: 01/10/16 DWG NO.: SCALE: AS NOTEDA-501 DRAWN BY: NCL C LEE+CHESONIS DESIGN 2016