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HomeMy WebLinkAbout43748-Z FfO��-c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o � SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43748 Date: 5/15/2019 Permission is hereby granted to: Silberstein, Steven & Rosenfeld,.Ilene 46 Murray Ave Port Washington, NY 11050 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1496 Skunk Ln, Cutchogue �a��`�� VC) NOT j&A-1 (,T SCTM # 473889 e'vo oo Sec/Block/Lot# 97.-3-11.9 Pursuant to application dated 2/14/2019 and approved by the Building Inspector. To expire on 11/13/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,676.00 CO -ADDITION TO DWELLING $50.00 Total: $1,726.00 Building nspector Form No.6 TOWNbF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 1% 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 uses: I. 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: Old or Pre-existing Building: �� (chec one) Location of Property: ff� House No. Street Hamlet Owner or Owners of Property: —� i Suffolk County Tax Map No 1000, Section q 7 Block Lot //' Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (// (check one) Fee Submitted: $ Appli nt u FIELD INSPECTION REPORT DATE COMMENTS m FOUNDATION(1ST) 'FOUNDATION (ZND ran ) z • o ROUGH FRAMING& r y PLUMBING INSULATION PER N.Y: y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS I—leiPal a 0 o rn W� z TOWN OF SOUTHOLD �i BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. q31Check Septic Form N.Y.S.D.E.C. Trustees SFlood Permit Examined ,20 J Storm-Water Assessment Form Contact: Approved 5 ,20J� Mail to: Disapproved a/c �f�/K I f Expiration ,20 M p -- + Bu ing InspectorD F E B 1 4 2019 PLICATION FOR BUILDING PERMIT Date � , 20� INSTRUCTIONS O Old'SOLITH01-L a. Ts app ;cation 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 required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances 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 r gula ' ns, an to admit authorized inspectors on premises and in building for necessary inspections. � Stnajur of ap 'ca name, if a corporation) (Mailin address of applicant) State whether applicant is owner, lessee agen ,architect engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: � 4, x House N mber Street Hamlet County Tax Map No. 1000 Section / Block 3 Lot /A / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost � ,Qd� Fee (Description) _ (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of,existing structures, if any: Front C� ) / l Rear 1j7 Depth Height 24 Number of Stories I b� / �:> g Dimensions/�of same structure with alterations or additions: Front : 3 , , Rea)r"��•�...1. Depth 41-I ,,'— Height aq I=/Q '' Number o,S ories 8. Dimensions of entire new construction: Front 14 1 qRear 3& ' Depth Height �- 1v Number of Stories 7/ > 9. Size of lot: Front �f,�(p Rear��2,7�i� Depth -C-.�D ,:l_ � n 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated J�-- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS 13. Will lot be re-graded? YES NOS Will excess fill bf( e o ed from premises? YES NO­,.�Q 14.Names of Owner o e i8es Address 1 4. Phone No.��O Name of Architect Address&6 Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO j0 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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-J9 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY,OFF ,,, ,Y�dl f ,� -k ' _ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the -- —F- !/ (Co tractor,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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 14A day of ft�Ja 20� Notary Public CONNIE D.BUNGH S' na o pplicant iVotarl Pulic,State of Nob01 �York BU6185050 Qualified in Suffolk county Tao Commission Expires April 14�,2_ ffiQ Scott A. Russell eoz' N°s 'rSTcO�]E�-I��IWA IFIE]k SUPERVISORI��1[A\IAA\�G�]EI��1[]E1�'7C'SOUTHOLD TOWN HALL-P.O.Box 1179 � Town of So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 Ol CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF TIME FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑V. Clearing, grubbing, grading or stripping of land which affects more �/ than 5,000 square feet of ground surface. ❑Lid B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑D//D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑dE. Site preparation within the one-hundred-year f loodplain as depicted , l on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square I' 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. J � 1 If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Own ,Design Profession, gent,Contractor,Other) S.C.T.M. '�: 1000 Date District INAME: !� aiwi Section Block Lot lSgnaiur.l #i## F**• y ; FOR BUILDING DEPARTMENT USE ONLY f Contact Information 477 2— t Reviewed By: ti — - - - - — — — — - - — — — — = — � - Date: G if Property Address/Location of Construction Work: ' — — — — — — — — — — . ) �—+— — Approved for processing Building Permit.El I Stormwater Management Control Plan Not Required. k allLC r f ' l' [ 1�Y ormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) —-- —p QSUFFQ.t CHAPTER 236 �7 yo Stormwater Management Control Plan CHECK LIST NAME: t�j(ftJf�� Section Block Lot 1 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Meuu Prtm Date * The applicant must provide a Complete Explanation and/or Reason for not providing _ '4t all Information that has been Required by the following Checklist! i nat T NuroDer. I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries DRAINAb. Total Site Acreage. 0� NS ARE REQUIRE c. Existing -Natural & Man Made Features within 500 L.F. ngineering at 765-156 of the Site Boundary as required by §236-17(C)(2). rovide Engineer's d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. that The drainage has been ' n_�,talled to Code. e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) 0 1^ g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. _ h. Spot Grades& Finish Floor Elevations for all existing& F proposed structures. — 1. Location of proposed Swimming Pool and discharge ring. 200v E . j. Location of proposed Soil Stockpile Area(s). IJAR 2 9 P k. Location of proposed Construction Entrance/Staging Area(s). 0 yk- 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. v ' 2. ON &SEDIMENT CC) Stormwater Management Control Plan must include Calculations showing__ _ _ _ _ _ but nut- _ that the stormwater improvements are sized to capture,store,and infiltrate a include limited tb-.. on-site the run-off from all impervious surfaces generated by a two(21 inch 0 A well maintained rainfall/storm event. Wire Bac e i encing, 3. Details&Sectional Drawings for stormwater practices are required for approval., Seeding of exposed an or inactive soils. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) u d. Leachina Structures (e. .infiltration basins,swales,etc.) ***' FOR ENGINEERIN EPART T USE ONLY Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. F1 I Approved By: — — — — — — — — — — — — — — — — — — — — — — — -- Stormwater Management Control Plan is Complete. Date: 3 L9 I ® SMCP has been approved by the Engineering Department.:: I FORM 41 SWC heck List'-TOS MAY 2014 Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/07/19 Receipt#: 251452 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct- Resid. 4697 $10.00 Total Paid: $10.00 Notes: Payment Type Amount Paid By CK#1852 $10.00 Brown, Robert I Architect Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Brown, Robert I Architect 205 Bay Avenue Greenport, NY 11944 Clerk ID: BONNIED Internal ID:4697 . w o S 85' 50' 14" E N 559.11' 3 Lv l - •. : CRUSHED STONE DIVEWAY, - '.--'25' U) o :. :,25' RIGHT OF WAY (PER DESCRIPTION) - Lv - .. in di ' -- - ------------------------ -'- :,. ------------------------ O N ---- -------------- ---------------------------------------- z 25.23' 1' '=--•--------.----- N 85- 50' 14" W 25' RIGHT OF WAY'(PER FILED MAP) 539.75' - - ---- - `' I = --_ -EXISTENCE UNKNOWN -- --- ------------------------------------------------------------------- --- ------------ CC OD 3 i M � _> :w J COBBLESTONE iv ^v N N APRON z 1 p' E. : ,� w- 1 LAND NOW OR FORMERLY WAYNE J.MOTT 8 MARY O.MOTT S. 'CY..Z-- ' LOT 1 -' R= 25.00, , L= 35.37' ZS,3j" i BOX 0.8' CY ------ - pN B F - eRy �' ti o M°4G- \G - - 3 n� ----- 333_27'�_------------------- o to Qj L in N 87_ 25'-4---E--- ------ � N ° ^s .:- �' `33 - -------------- - 25' RIGHT OF WAY (PER FILED 'ol N 273.Zr gy. 7025'40" W (R.0 W)rl FE Z 4' E. S 8 ui Z m �� Plc .3 IP m C9 Q 0 1TNG� G� ��a IQ IW LAND NOW OR FORMERLY TECHEN SUZANNE HOOPER0 N m a c>` 00 p LOT 2co G o� v 04 - t QP �� J LL ry Sl> FY CL W Q ya7 ` CHAIN If �J - +I Q ISSUING OF A NEW TI1LF POLICY OR REDA TING OF AN EXISTING INC Or SETS OR OIMENNONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES LL.1 I POLICY REFERENCING THIS SURVEY WITHOUT BENEFIT Or AN UPDATE OF THIS SURVEY BY THOMAS MATARAZZO, LAND SURVEYOR SHALL ARE FOR TI SPECIFIC rE PURPOSE INI USE AND THEREFORE 0Sf LA NTENDED TO GUIDE ir Z TERMINATE ANY UABNTY EXPRESSED OR IMPLIED HEREON. THE ERECTION Or FENCES,RETAINING WALLS,POOLS,PADOS,PLANING AREAS,ADDITION If � % r^ TO 57RUCNRES AND BY OTHER CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS Ft. OI J _ 7209 OF IRE NEW YORK STATE EDUCATION LAW. OF RECORD, IF ANY, NOT SHOWN ARE NOT CERTIFIED COPIES OF THIS SURVEY MAP NOT BEARING TM LAND SURVEYORS INKED SEAL OR LINE t EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY_ EIS DRIVEW LL LYRTInCATIONS WOICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 7HOMAS MATARAZZO 4•'I' E AY F SURVEY/S PREPARED,AND ON HIS BEHALF TD THE TITLE COMPANY,GOVERNMENTAL FNC� 89" 07,20" W LENDING INSTITUnONGCCRTI CAV0NSAGENCY AND LENDIN OVS77TU17ONSA E NOTETRV.ANSrERABLAND TO CETV ADDITIONALF E ASSIGNEES NAIL FO LAND SURVEYOR INSR TUn0NS OR SUBSEQUENT _OWNERS. UND , 32 SEQUOIA WAY, HOLBROOK, NY 11741 Q7' 3 �dp o 222.766 97.32 SCALE: 1"= 60' © 2013 FAX/PHONE 1-631-472-0968 W. z S g9 30'00" W o SURVEY Of: LOT 2 SIEVEN SILBERSTEIN AND fLENE ROSENFELD, husband & wife � J o{int ined OF MA.)OR SUBDIVISION FILED MAP. MINOR SUBDIVISION FOR RONALD STRAIN z are by STAKE SET MAP FILED: JANUARY 25, 1996 MAP No. 9799 DATE: OCTOBER 6, 2013 Q PREPARED FOR FRANCIS GREENBERGER A STAKE FOUND p No.9350 LOCATED AT: CUTCHOGUE, TOWN OF SOUTHOLO DATE: DULY 12, 2014 STAKEOUT PROPERTY FILED: APRIL 30• 1993 MA P.K. NAIL FOUND SUFFOLK COUNTY, NEW YORK 0 PIPE FOUND TAX DESIG: DIST 1000, SEC. 97, BLK 3; LOT 11.009 BY- ROBERT I. BROWN, ARCHITECT P.0 205 Bay Avenue Greenport, NY 11944 631-477-9752 (fax)631-477-0973 info@ribrownarchitect.com Transmittal Date: To: �0 UIJI I'L�i� Re: (A. s Ound 6L Thank you, Robert I Brown Architect PC CS >'10pm03 90 ATMOI ,� 61H 8 8bW Cr--1 Cl ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 6 1- z FAX 6 1- O 3 477-975 3 477- 973 infooribrownarchitect.com Transmittal Date: 2/13/19 To: Southold Building Dept Re:' Silberstein Residence Building Permit application 1496 Skunk Lane, Cutchogue,NY Enclosed please find permit application and supporting documents for the above referenced. • Permit application • Truss form • Stormwater Management • Certificate of Occupancy form • Town Septic Permit • Health Department permit • Rescheck • Survey • 4 sets of drawings Thank you, ezczotka Agent for Robert I. Brown Architect, PC . SUfF�CkCO Town Hall Annex �� Gy��� ":'Telephone(631-1802 54375 Main Road -4 Fax(631) 734 9502 P. O. Box 1179 CD Southold, NY 11971-0959 y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CON*S.TRUCTION Date: IZ . Owner: , Location of Property: 1 Please take notice that the (check applj,cable line): New•residential structure Addition to existing residential structure , Rehabilitation to an existing residential structure to be constructed.-or performed at tf-ie subject property reference above will tatilize (check applicable line): �. Truss type construction (TT) Pre-engineered wood construction(P.W) Timber construction (TC). in the following iocation(s){check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) i Signature; Name .(person subm,ittmg this form): 1- Capacity(check applicable ffne): Owner � i Owner representative TrussResReglS.docx Effective 1112015 I ` 6" DIAMETER EFCECTIVE RED ROMAN ALPHANUMERIC IPMS) #187 ----'-'DES'IGNAT-'I'ON-OF'CONSTRUCTIOId - TYPE B:4SED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1/2" STROKE' ,. .,. N. 7. ------�,.�.._ : . .._ :;;:ads'r�u��i�N�'o1'�'sr�zt��'I°ifrrdt:`�.:" .. . ._.__.-�' ----- ... ,_.._.._ :; ; • • ---- COM'POIYENTS THAT'ARE'OF TRUSS CONSTRUCTJON -F" FLOOR FRNMfNG,•IN,CLUDit1G -- GIRDER D BEgFdS "R" • ROOF FRAMING "F•R" FLOO•R AND.ROOF kAFd1I(�G -P)WF: 2� 4 wrMSra.F E�fV.181CIN EXAMPLE TRUSS I•DENMG4MON S•GN QATE03f0&2005 ' NEW YORK STATE DEPAR*TM'ENT 'O'F STAT-E DIVISION OF CODE ENFORCEM*EN•T �Nx,n � AND ADMINISTRATION' BA5ED ON 5URVEY BY: �c1 2s• // THOMA5 MATARAZZO LAND SURVEYOR O # , oIII, DATED: G OCTOBER, 2013 '�\ �P-1 O'4�/ ;� / z =RECAST B-c ,50c Gu MfCA;T/ LEACN�r+G POfT_; C..NRIGAL SEPTIC TAN& 5CTM: 1000-97-3-1 1.9 �1 Q� t =cNCR.,F CJVEa. B.res_••,LEApnNG POOL LOc&,NG CABTTG ZONED: R-80 \� GRADE fL ..90 M N•Nu hI;i EWw GRADE w-LEAS,SAND TO GRADE ;zADE EL .200 AREA: 87,239 5QFT OR 2.01 ACRE Fj EXISTING BUILDING FOOTPRINT: 2 52 5QFT \� �Q I E "_I NEW ADDITION: G29 5QFT �. 30?}i Pvc Wa9TeUOOT NE f .I�z ` _ 1y ;W A J NO NEIGHBORLY 5EPFIC 5Y5TEM5 NEW TOTAL BUILDING FOOTPRIN : 2,961 5QFT LOCATED WITHIN 1 50'OF EX15T1NG W L FAT105, PORCHE5, 5HED, ETC : 3,1 19 5QFT ;LJP ER.-OOT.;C." TOTAL COVERAGE: G,100 5QFT N/o/F E -9 z; WAYNE € MARY MOTT s APPROXIMATE TE ; h` >a,aeo con,ca�E;AB LOT COVERAGE: G,100/8 ,239 = 7% ___-_--- OT IMPROVED %1 .MUM 3 7ABOVE I HOLE LOCATION— --_ WATER TABLE MNhIIM NOTE:ELEVATION5 HEREON EFER TO NAVD 1988 E)P!5TING WELL ��o S PTIC 'STEM CROSS-SECTION LOCATION �� S �.p NOT r0;CAL± � G B DRJJaI-J':'zE hewMUM 1500 GAI,,ET C EXISTING WATER �" F �'' `` r� :Z _ CRU5'ED STONE ORIV,NAY � I SERVICE LINE -._- � Alesa �O\� XISTING PORC N ,g Tein E5T HOLE 112712017 i e / EXISTING HO STORY 2 STORY \ S !%.,, yv`.,. Ip EL +21 O Dl / ❑ \ 'v�"rh rr BROWN LOAM Ol �O DO FRAME HOUSE ADDITION X f?1 BROWN CLAYS"SAND 5C S'TFp U15TING EXISTING 'F. 6 (° �q CONCRETE CONCRETE 3'dbFtSiOSil3i1i &a Oi E'xistin san-11 �ystern must be 1 # ! I E1 96 PATIO PATIO i \ ? 1 ! c " L;�leueri$SlC2ii: :-,s kla WW - 46 C as proof PAL`-BROWN FINE 5A.10 5M ! - EY15TING ---— - Cr I m 36'INGROUND i 1 POOL 1 i " I NEW 500 GAL NO NEIGHBORLY WELL LOCATE j # # __SEPUc TAN& �G` WITHIN 1 50'OF PROP05ED 5EPTIC-5YSTEM 1 S(JFFOL6 CO I PAL-RTMENT OF HEALTH SERVICES O \ INEW(2)8'do..8'O O I \ j! PRECAST LEACTIING POOLS / ) V- I EL.+3.0 17.O 'O�r FUTURE 50%FXPAN51ON PER691� POE.APPROVAL OF lF L�qT3c 0R -- �iII)6 do..B'-O-PRECA5T �� N O 1 LEACMING POOL 4`h� O � I NO WATER ENCOUNTERED R V Rn^ T� a1 ONLY i APPROXI gTTE EXISTING / 0 I �SiNCLE E'AP..'L9 tl-i6��tJ��iV�e �l�eP� SEPTIC��TEMLOCATION ' � ` I 1 EXI5TINC 5Y5TEM TO BE /2p I FEB to { WITH NE REMOVE I AND REPLACED i h P c I 1 DATE� 2°..S. RLP. ©. Rio-���s--o v SILBERSTEIN RESIDENCE S 890 APPROVE® \ / N/o/F / 1496 SKUNK LANE. CUTCHOGUE, NY 11935 �0 \ LOT 2 TECHEN 5UZANNE HOOFER/ 00, FOR kq[MUM OF �p BEDROOMS LOT IMPROVED ; MAY 2o18 6 EXPIR HRXE YEARS FROM ®ATE OF APPROVAL / lERED q%, SCALE: = . -o" S 1 T E P L A N Q��o�� °� Robert I. Brown 5CALE I'-40 © \ NO NEIGHBORLY WELL LOCATED Q. EXISTING EXCEPT A5 NOTED \\ WITHIN 150' OF PROPOSE Architect, P.C. \ SEPTIC 5Y5TEM / NO NEIGHBORLY WELL LOCATED K�So, \\` � i � 205 Bay Ave. Greenport NY WITHIN 1 50' OF PROPOSED �T� s", `r. \\ ALL 5URROUNDING P' OPERTIES in o@rlbrownarchitect.com SEPTIC SYSTEM MPR WITHING 1 50'OF/rROPEPTIE5 34A pQ' 631-477-9752 LINE5 ARE IMPP.TCSVED NE`N� ALL S OlzDURROUNDING PROPERTIES \�`� `S 819 WITHING 150' OF PROPERTIES ``� O�i / ice' FF IS A VIOLATION OFTIE LAW FOR ANY PERSON, LINE5 ARE IMPROVED I UNLESS ACTING UNDERTIIE DIRECTION OFA .3�r I / �i� LICENSED ARCHfrECT,TO ALTER ANY rrEM ON TI IIS DRAWING IN ANYWAY.ANY ALTTITORIZED ALTERATION MUST BE NOTED,SEALED.AND rH DESCRIBED IN ACCORDANCE Wr TFIE LAW. ARCHITECT.INFRINGEMENTS WILL' DRAINAGE INSPECTIONS ARE REQUIRED BE PROSECUTED Contact TOS Engineering at 765-1560 before 2018 ALL RIGHTS RESERVED Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. IT ISAVICIATIONOFTHE LAW FOR ANY PERSON.UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY AM AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND CEROSION &SEDIMENT CONTROLS DESCRIBED IN ACCORDANCE WITH THE LAW. ,Shall include but not be limited to: LOCATEb ..-A.well.maintained Construction Entrance, Robert I. Brown USED 'Wire Backed Silt Fencing, stabilization & Architect, P.C. 5,ead 1 nZ-ofexposecl ja n.d/cir.i n active soil. 20 Bay Ave. Greenport NY in?o@ribrovma-rchitect.com 631-477-9752' RCH/TF /���� \�,<<li��\.BROW Wu 0 APPROVAL OF STORM qATER MANAGEMENT CLIENT OWNER CONTROL LA -Tc#n)Code r 36 Date: 24 STEVEN AND ILENE Approved 164 N/1 /I: Code SILBERSTEIN TECH EN 5UZ -&-RIVE PROJECT TITLE LOT IMP ED MAR 1 8 2019 ADDITIONS AND RENOVATIONS 1496 SKUNK LANE r0Wjj or SOUT-a",-il'D CUTCHOGUE, NY U935 DRAWING TITLE IGH13ORLY WELL LOCATED SITE PLAN I 150' Of PROPOSED 5Y5TEM REV 15 MAR,2019 SCALE ' )KROUNDING PROPERTIES 1 20 IG I 50' Of PROPERTIES DRAWING NO. NKE IMPROVED t REScheck Software Version 4.6.3 Compliance Certificate Project Silberstein Residence Energy Code: 2015 IECC Location: Riverhead, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1496 Skunk Lane Steven and Irene Silberstein Robert I. Brown Architect Cutchogue, NY 11935 , 205 Bay Avenue Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com cqmpliamce: Passes using UA trade-off Compliance: 14.7%Better Than Code Maximum UA: 299 Your UA: 255 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or worse Than Code Index reflects how close 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 Gross Area Cavity Cont. Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 881 22.0 0.0 0.042 37 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 353 35.0 0.0 \ 0.028 10 Wall 1:Wood Frame, 16" o.c. 1,184 28.0 0.0 0.050 49 Window 7:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.30 Window 8: Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.30 Window 9: Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.30 Window 10: Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.30 Window 11: Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.30 Window 12: Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 13: Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 14: Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC: 0.30 Door 2: Glass 37 0.300 11 SHGC: 0.26 Door 3: Glass 37 0.300 11 SHGC: 0.26 Door 4: Solid 18 0.540 10 Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 1 of 10 r Gross Area Assembly or Cavity Cont. U-Factor UA Wall 2: Wood Frame, 16" o.c. 811 28.0 0.0 0.050 36 j Window 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 3: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 4: Wood Frame:Double Pane with Low-E 4 0.280 1 SHGC: 0.31 Window 5:Wood Frame:Double Pane with Low-E 4 0.280 1 SHGC: 0.31 Window 6:Wood Frame:Double Pane with Low-E 9 0.280 3 SHGC: 0.31 Door 1: Glass 37 0.300 11 SHGC: 0.26 Ceiling 1: Cathedral Ceiling 1,234 50.0 0.0 0.021 26 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 hW-614:71k— - ., Mas been designed to meet the 2015 IECC requirements in RESche Version 4.6.3 and to comply with the mandatory rIsil"n ents listed in the REScheck Inspection Checklist. Name Title ure Date N z1° f ova Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 2 of10 REScheck Software Version 4.6.3 Inspection -Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section .• . = Plans Verified '..','Pield Verified #- Pre-Inspectidn/Plan.Review Complies?' Commentsh"sumptions & Re ,ID Value Value 103.1, Construction drawings and `: ; ''' ' ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the U ❑Not Observable building envelope.Thermal .°'+ envelope represented on 4,;<< ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate i,, :❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ,;,. ❑Not Observable v Systems serving multiple W `k } ❑Not Applicable dwelling units must demonstrate -7;- compliance with the IECC Commercial Provisions. 302.1,•', ° Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 4403:7: sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) .,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 3 of10 Section ;.• :.;. Foundation Inspection Complies?'•' ;' ' ';P,1:"` •'Comments/Assumptions, , 3032':1•, A protective covering is installed to ❑Complies Exception: Requirement is not applicable. [FOTl]2. protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) :2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 4 of10 i Section, Plans Verified <, Field-Verified4 #; Ftaming/-Rough=lninspection ':C66iplies?, Comments/Assumptions & Req:ID Value:.,. Value, 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. •402.3.3, [:]Not402.3.6, Not Observable 402.5 []Not Applicable [FR2]1 V 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. r. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. (� ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting -. ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ;❑Not Applicable limits. 402.4:5 IC-rated recessed lighting fixtures .``] r: ❑Complies Requirement will be met. [FR16]2:''. sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable []Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is :.: []Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5, Building cavities are not used as ❑Complies []Does Not Requirement will be met. [FR15]3 ducts or plenums. J., '❑Not Observable ❑Not Applicable 403- HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. '[FR17]2' above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to ;!!R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. []Does Not (bJ ❑Not Observable ❑Not Applicable 403:5.3 Hot water pipes are insulated to R- R- []Complies Requirement will be met. [Fft18]2 >R-3. ❑Does Not • ' ❑Not Observable ❑Not Applicable, 403,6: Automatic or gravity dampers are '' ❑Complies Requirement will be met. [FR19]2;' installed on all outdoor air ;❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 . Low Impact (Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 5 of10 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 6 of10 •Section Plans Verified. „":Fief&Verified, F ;•.. insulation.Inspection V Complies?• : Comments)Assumptions- &�,Req.ID. . Value alue., 3011 All installed insulation is labeled ;tsx` 5'^r ❑Complies Requirement will be met. [IN13]2 or the installed R-values " '$"'.• .p"' "" * ' 4` ❑Does Not provided. ${.wrrR::' A ,rr,== .,.4 s -a u ;'.,.r-.= s :+ ` ❑Not Observable []Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood []Does Not table for values, [IN1]1 ❑ Steel ❑ Steel ❑Not Observable U []Not Applicable 303.2, Floor insulation installed per 5 ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and , :., .ws,.;. X 4 ? Does Not [IN2]1 in substantial contact with the ❑Not Observable tg underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402,2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the.exterior insulation requirement applies (FR10). El steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Com lies Requirement will be met. []Does Not [IN4]1 manufacturer's instructions. ; []Not Observable ❑Not Applicable 9,A`< Additional Comments/Assumptions: - 1 High Impact(Tier 1) 2 .1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 7 of10 Section Plans Verif"ied, `',,'Field Verified" # , - Fin"al Inspection Provisions„ Complies? Comments/Assumptions &-Req:ID Value° Value 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ,•;,3;';,.:';;;;.: j • ,.-- ;.;: . ',: a ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not (FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. zy ❑Not Applicable 402.2.3: . Vented attics with air permeable ❑Complies Requirement will be met. (FI22]2 insulation include baffle adjacent - ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. (F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g, across the system including the manufacturer's air handler r enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of ;:• ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1:1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to bj': ❑Not Observable code specifications. ; ' ' ,w h_tia,_„ : ❑Not Applicable ro.Y'.i 403,1.2'- Heat pump thermostat installed h`�' `' "•]'r.. ;.c ". `'' ❑Complies Requirement will be met. [FI10]2 on heat pumps. - '' ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 ' Circulating service hot water ❑Complies - Requirement will be met. [FI11]2. systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) ,Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 8 of10 "Section ; , ,;,,,,,;,,,,° ,< .. ; "" _ ,`Plans�:Verified': ;;Field°Verified:',; #:•:':' Final Inspection l?rovi§ions, ; ,', . Complies. Comments/4ssuinptions :Value., •Value'..•;,,, •. q 4016.1- All mechanical ventilation system �« , .�- [,-,¢, ��'e- �,:c:�':''�,¢'�'rFi A,�❑Complies Requirement will be met. z:.. ,;,.r.3:. [FI25] fans not part of tested and listed , R„- 7.`r ,.ki ❑ � ``I<" -�� �: '� .� �+'..'.i Does Not HVAC equipment meet efficacy []Not k .w _::i Observable 'r'T,�.vW:t :ag: e,} s'=.s�:{4•f^^,: a - Ceti' .. and airflow limits. a �•�,u°��",r-s��;:. ,. +°"ix r;r';, '',,�;��,.. ,=..•, ;. • g :':,`.x,,�. []Not Applicable 403:2 Hot water boilers supplying heat 'if.,; ,'}' °� "', 'M4 ' '�' `' °°'' N', ^r �[_,•, ❑Complies Requirement will be met. [FI26]?_i through one or two-pipe heating r'. �,;,i a. * ❑Does Not :Yi ! •fit'i:Y,y tF� tD;rw.M :. d_, :+ systems have outdoors g: te::.;:y •w; t,- ,<.aKYe ar `` ❑Not Observable control to lower boiler water t': temperature based on outdoor < f} ; " '„3' ..rkar " Ak' '':°�'`_`'f?;"' ❑Not Applicable temperature. 4035.1.1 Heated water circulation systems : s; :: '4;:;;a:,:,,'::'„'' ;'; s;;,` ❑Complies Requirement will be met. FI28 2' have a circulation pump.The [ 1._ P Psx,,* ,lir. w:fai;�'n• ,'^; ,<., ❑Does Not system return pipe is a dedicated ,,„+"' `'" °`• '',"-y'`"`' return pipe or a cold water supply;' ':c't � y 'x}, " 'r' ❑Not'Observable '�:A;:':+t,, " "¢5 ty~'>.';:d..*r?'• ❑Not Applicable pipe. Gravityand thermos- '„= s,:. •� z. .`,7+F ra •; syphon circulation systems are �..1`': '_�'• }ty":6 7" g t y;.. 4r,•.;r,. not present. Controls for - iYf ° °s° ;;N'ii circulating hot water system. /a "_5+' "' •:, , `' ', ;9}.;=ir .i Fi,�ln;.'. start the um with signal °; s: 4'. ' pumps pump 9 � a '��z • for hot water demand within the ;, F, " _ ��,_ }'.°.,•,>: z,,r: Ly' ;'",r .}, �r :.;x,.. s:, 7, P occupancy. Controls ,;.,�".F�; '.r7V'�,-�,� �:�,�'A�;:,';�='' automatically turn off the pump nf :` :.?„'.s •° -'`;.K.h` tq `+:><<°, i ; when water is in circulation loop '"rf`"`'"`. ,`t` x is at set-point temperature and no demand for hot water exists. 403:5,1.2': Electric heat traces stems ' ,'~t :`'t` $ e �; `;= ?ti ❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL :•t : Yi 7' , ; e' H� 1j oes Not 515. Controls automatically �, :_ ;a;' " fi i 4 ,,,,„;�;,�', .` ' '. ° � � ' []Not Observable ad ust the ener in put to the °, t: �' �` '� r ❑Not Applicable heat tracingto maintain the t 'e "� a « ,-z-' PP -'!X' ter •a:,f°._+; desired water temperature in the fi 403:5:2' Water distribution systems that `b:"'`"°` ''`= ❑Complies Requirement will be met. [FI30]2' have recirculation pumps that ''{ r;r []Does Not pump water from a heated water ' ) '"' '' ' fir..•; rxrrHa :.. , ❑Not Observable supply pipe back to the heated PP Y P P ❑Not Ap lilicable water source through a cold ' water supply i e have a demand recirculation water system. Pumps have controls ft Vc l:...�,. •r �.:1;i„'.,i"r Sp sy.o- ri? -,�•s .sw., that manage operation of the pump and limit the tem • of the water entering the cold ;;,�;��;M1�;�•,_,"�,�':-;¢�br „,�'�' ':'�,�;a;'•''',.;.�r. water piping to 1044F. ,? °: :fi a,'' ; ,,.; ;=•x,:;:,,r:ti';. :; •,:.. 403:5:4,.',,: Drain water heat recovery units ''5;,. r ❑Complies Requirement will be met. [FI31]2 tested in accordance with CSA `ts•. !„"`f .x' •; ;* ` []Does Not B55.1. Potable water-side ;,; :-x ' ❑Not Observable pressure loss of drain water heatFAA— ;t: , :R, •..,r.:agr,,.: ,r,,,,.. ;` ❑Not APP licable recovery units < 3 psi for , individual units connected to one ,f a` ; 'r`i•` `r •' iA '";„;. _.:. t'y�,'L�'°:w•°v'+m L-'Y4 y.t.y'..ir't or two showers. Potable water- side pressure loss of drain water av '•'''`.3` `` ` P ;fit,. ,.�� v. ,�,a^., heat recovery units < 2 psi -¢7 F„pkk, 4. individual units connected to "r >`' ° dX" ^' .i' p` three or more showers. si,' q k':, :i ,'sa i 4`4­41M 404.1 75%of lamps in permanent �;r�° _, ;. ''"":: °f?''a`" "` :< ' ❑Complies Requirement will be met. (FI611 fixtures or 75%of permanent `' ',. { ¢°.. 1, s• •,s ❑Does Not fixtures have high efficacy lamps. � a+•''' Does not apply to low-voltage `"' ` ` '` .- []Not Observable ' t '''°❑Not Applicable lighting. ;: ::,€' 404.1.1 Fuel gas lighting systems have F; '" ` ` ,�-,' '. '`'?'` '` :`:° r❑Complies Requirement will be met. [FI23P, no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 1,2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 9 of10 / `Section. :11'..s,! „;''-,r Plans Verified s Fielii;Verified' ;,'Com lies Comments/Assum tions #, Final Inspection.Provisions ,.i6 p ? p &'Re :ID Valu"eo�;':,> `Value77 401:3. Compliance certificate posted. ❑Complies Requirement will be met. [FI7]z' -rA ?,f, Y; t•• ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for h'+ x ` ❑Complies Requirement will be met. [FI18]3 mechanical and water heating TM{ ❑Does Not systems have been provided. ,; " ;' :J'` .r,;v` • ` ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Silberstein Residence Report date: 02/13/19 Data filename: C:\Users\Ryan\Documents\REScheck\Silberstein.rck Page 10 of10 2015 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Door Rating U-Factor $HGC Window 0.30 0.30 Door 0.30 0.26 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments ISSUES/REVISIONS (2)PRECAST 8'-0"d,a,x 8'-0" 1500 GAI_.PRECAST BASED ON SURVEY DY. � �C Lf-ACHING FOOLS CYLINKICALSEPTICTANr. / / �a� '� ° THOMAS MATARAZZO LAND SURVEYOR CONCRETE COVER BACKFILL LEACHING POOL LOCKING CASTING / GRADE EL. T 19.0 MINIMUM G"BELOW GRADE W/CLEAN SAND TO GRADE GRADE EL. +20.0 / �J�� / \ \� \ \ DATED: G OCTOBER, 2013 o-A- T. +18.5 / \ SCTM: 1000-97-3- 1 1 .9 - 4"S 35 PVC WASTE LINE / E. + 6.4 4"SDR 35 PVC WASTE LINE ° = IE. +17.2 DP, ' SLOPE: ya'PER FOOT E. + G.7 w SLOPE: y'PER FOOT ZONED: R-80 0 / c�T ,' \ AREA: 87,239 SQFT OR 2.01 ACRE 0 LI EXISTING BUILDING FOOTPRINT: 2,352 SQFT SLOPE: 114"PEP.FOOT x CO'-G" IE. +9.3 =1=5;1.3'" / \o\I/- (�- 0� ,' \ NEW ADDITION: G29 SQFT .0wY MINIMUM 3'-0"ABOVE MINIMUM �. NEW TOTAL BUILDING FOOTPRINT: 2,981 SQFT WATER TABLE / 'lop °\ \ / \ \ PATIOS, PORCHES, SHED, ETC. : 3, 1 19 SQFT SEPTIC SYSTEM CROSS-SECTION ��L �`L \ � � � O TOTAL COVERAGE. G, 100 SQFT NOT TO SCALE G BEDROOM HOU5E:MINIMUM 1 500 GAL.SEPTIC TANK NO NEIGHBORLY SEPTIC SYSTEMS LOCATED WITHIN 1 50' OF EXISTING W&L LOT COVERAGE: G, 100 / 87,239 = 7% TEST HOLE 127 20 17 / EL. +21 .O N/o/F ` NOTE:ELEVATIONS HEREON REFER TO NAVD 1988 DROWN LOAM OL WAYNE * MARY MOTT 0.5' APPROXIMATE TE§M�4p3- _ _ _LOT IMPROVED 1 BROWN CLAYEY SAND SC HOLE LOCATI00�1 — — -- — 0. EL. + 19.0 2.0' I dIk%93 CE INSPECTION'S E ARE / \ sW�r Dr�tA1f�AI Contact TOS Engineering at 765-1560 before / Backfill,OR Provide Engineer's Certification 'X ,� V° \ X \ that the drainage has been installed to Code. ISTING WELL I F � �� � �\ I n� 0 c o F LOCATION \ �� ObN��' key S \ 1Q 2 ll I D 'EXISTING WATER PALE BROWN FINE SAND SM CRUSHED STONE Df-'I'�k \Y SERVICE LINE D � k '3 XISTINGNN rrrr IV � V S� � A/C � EXISTING 1 -112 STORY 2 STORY \ PLUMBER rFR ATION ,� C� O \ / UNIT FRAME HOUSE ADDITION ON LEAD )RF O °0 w CERTIFICA . ;,.�aNC \i � k 1� _ \ 0 9 EL. +3.0 1 7.0' SOLDER U L -�' : ,;TEF k \ \ MAR 19,2O18 SUPPLY SYSTEM CANNC \ / TANK PROPANE 0 �119 22 JULY, 2016 �� w / � \ EXCEED 2110 OF 1% LEI. 2 __ __\ Fki j � z u.., THESE PLANS ARE AN INSTRUMENT OF `ShF NO WATER ENCOUNTERED \ \ ARE THE PROPERTY OF THE � I i w U \ SERVICE AND/ REMOVE EXISTING PATIO ARCHITECT. INFRINGEMENTS WILL /Q I I W z / \ BE PROSECUTED REPLACE WITH NEW PATIO L k 18 G"BELOW FLOOR LEVEL O \ 2o18 ALL RIGHTS RESERVED 2 / SLi)MBING \ / FOR ALL-PLUMBING MBI WASTE ( j ` U ILA VIOLATION D THE LAW DIRECTION PERSON, UNLESS ACTING UNDER THE DIRECTION OF A &.WATER LINES NEED: / \ / O I / 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED TftxING-BEFQRE COUE9ING v 1 \ ALTERATION MUST BE NOTED,SEALED,AND a.. EXISTING 1 - DESCRIBED IN ACCORDANCE WITH THE LAW. L \ I 30INGROUND 6 ' �w t / \ � ' POOL APPROVED AS NOTED \ � / I Robert I. Brown NO NEIGHBORLY WELL LOCATEb B.P.# \ x k X NEW 1 500 GAL. I Architect, P.C. DATE: S S `�"37�0 I �' I c'p O SEPTIC TANK /6 WITHIN 1 50 OF PROF OSED zo5 Bay Ave. Greenport NY F< 33 '�' Q� /�/' \� O, SEPTIC SYSTEM info@ribrownarchitect.com 1 / k FEE: BY: ,, \ F�94 �YRJE�PLACAR�It3G REQ"JIRE�! � 8�0„ \ � 631-477- 7 z NOTIFY BUILDING DEP,AR AT �% \ \I I �. � / � 9 5 765-1802 8 AM TO 4 PM FOR THE P �/ / FOLLOWING INSPECTIONS: / I \ F� POOL / I 1500 1. FOUNDATION - TWO REQUIRED f,. \ . \ EQUIP. O l FOR POURED CONCRETE I — / NEW (2) 8' d1a. x 8'-0" I ro A� \ _ _ _ — \\ �\ PRECAST LEACHING POOLS �v� C 2. ROUGH - FRAMING & PLUMBING — _��` ' i 3. INSULATION ° _ = —EX15�FN�ENCE O __ 711 FUTURE 50% EXPANSION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL \ \ I REMAIN APPROXIMATE EXISTING � J/ (1) 8' d1a. x 8'-0" PRECAST ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED SEPTIC SYSTEM LOCATION LEACHING POOL O / �� I / .^; \ I EXISTING SYSTEM TO BE _.1.- REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR � I REMOVED AND REPLACED NEW �� / � h. DESIGN OR CONSTRUCTION ERRORS. � WITH / o lluct provide Manual / COMPLY WITH ALL CODES OF / CLIENT/OWNER I�,J and S as per NEW YORK STATE 8 TOWN CODES NYS Energy Code s AS REQUIRED AND CONDIT;ONS OF 890 \ / STEVEN AND ILENE ZBA 30, \ , LOT 2 ARD 22� o , SILBERSTEIN S07RaTT0WR7 UbTEES Blomr doo*,* • '�� ,�j N/o/F N.Y.S.u'C- rid UCtV1rCr1* / °� . TECH EN SUZAN N E Ho6PER PROJECT TITLE teesting required. �� p�� LOT I M PROV � ADDITIONS AND SITE PL A N �� RENOVATIONS SCALE: 1 " = 40' 1496 SKUNK LANE EXISTING EXCEPT AS NOTED \ / CUTCHOGUE, NY 11935 \ \� / / DRAWING TITLE OCCUPANCY OR NO NEIGHBORLY WELL LOCATED N�o/�' \ (��/� USE IS UNLAWFUL I 4OT �'�Siy / NO NEIGHBORLY WEL,I/ LOCATED SITE PLAN wlTf� .�. I An exterior lighting WITHIN 150 OF PROPOSED // OFF WITHIN 1 501 OF PWPOSED OU CERTIFICATE installed, replaced or SEPTIC SYSTEM SYSTEM OF OCCUPANCY repaired shall conforM �j�D \ \ / SEPTIC S EM / to Chapter 172 SCALE 1�t�h�'TosvnCode ALL SURROUNDING PROPERTIES � S 89 / 3oMAY,2D18 , �' 20= \ ° �� ALL SURUNDING PROPERTIES DRAWING No. WITHING 1 50' OF PROPERTIES \ / 0,/ / LINES ARE IMPROVED / , 20% / WITH N-6 1 50' OF PROPERTIESit \ • 32, lei LINES ARE IMPROVED RESIDENTIAL GENERAL NOTES LIES/REVISIONS MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA I.THIS PROJECT 15 RENOVATIONS TO AN EXISTING ONE STOP SINGLE FAMILY RESIDENCE AND GROUND SNOW LOAD 20 PSF (PER FIG. R301.2(5)RCNYS 201 5) CONSTRUCTIONOFATWOSTORYADDITION,CLASSIFIED OR-3. WIND SPEED(ULTIMATE DESIGN) 130MPH (PER FIG.R301.2(4)RCHY5 2015) FROM TABLE N 1 1 02. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE SEISMIC DESIGN CATAGOPY B (PER SECT.R301.2(2)RCHYS 201 5) 2015 IS 8'-0". THE PROPOSED HEIGHT OF THE BUILDING 15 18'-0". WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) FLOOD ZONE N/A (PER FEMA MAP) GLAZED 3.HABITABLE FLOOR AREA: FROST LINE DEPTH 36" CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB CRAWL EXISTING ONE STORY RESIDENCE: 1,897.E 5F WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNY5 201 5) ZONE U-FACTOR U-FACTOR FENESTRATIN WALL K-VALUE f SPACE WALL PROPOSED FIRST FLOOR TOTAL 2,6S1.0 sF DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) SHGC R-VALUE WALL R-VALUE R-VALUE K-VALUE K-VALUE DEPTH R-VALUE PROPOSED SECOND FLOOR 932.2 SF PROPOSED TOTAL 3,5D3.2 SF PER TABLE 301.5 N SLEEPING 2015 20 OR 13+5 (5/ 13 1 9 10/ 13 10, 2FT 10/ 13 ROOMS OTHER THAN SLEEPING 40 P51 4 0.35 0.55" 0.40 49 ATTACHED GARAGE 432.1 5F SLEEPING ROOMS 30 PSI 4. LOT COVERAGE: ATTICS WITH LIMITED STORAGE 20 PSI PROPOSED HOUSE: 3,658.1 5F ATTICS WITHOUT STORAGE 10 PSI EXISTING POOL: 645.4 SF STAIRS 40 PSI TOTAL: 4,333.5 5F/57,239 5F=4.9% NAILING SCHEDULE 5.THE TYPE OF CONSTRUCTION IS TYPE V(13). ONE AF t PA AMERICAN WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) G.ALL WORK SHALL CONFORM TO THE PEQUIREMENT5 OF TH:2015 RESIDENTIAL CODE OF N.Y.S.AND THE AF B PA WOOD FRAME CONSTRUCTION MANUAL 2015 H13H WIND EDITION. JOINT DE5CRIFTIOIJ NUMBER OF COMMON NAILS NAIL SPACING 7.DESIGN LOAD CALCULATION ARE BASED ON: ROOF FRAMING LIVE LOAD:A5 PER TABLE P.301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. 3 PER RAFTER RAFTER TO TOP PLATE(TOE-NA(LED) DEAD LOAD:CALCULATED AS PER R30 1.3 AS PER PCNY5 2015. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T SNOW LOAD: 20 P51 GROUND 514OW LOAD(AS PER FIG.P301.2(5)RCNY5 2015. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP RIDGE STRAP(EACH END) 2 PEP,TIE LOCATION LIVE DEAD DELECT LIMIT BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 15T.FL. 40 L5. 12 L/36o RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 2ND.FL.(SLEEP AREA) 30 LB. 12 L/360 WALL FRAMING ATTIC(NON STORAGE) 20 LB. 10 V3GO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT ROOF 20 LB. 15 U36o TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Gd JOIST EA.SIDE STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. 8.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, HEADER TO HEADER,(FACE-NAILED) I Gd 16"O.C.ALONG EDGES TECHNIQUES,SEQUENCES,OR P'POCEDURE5,OR FOR 5APETf PRECAUTIONS AND PROGRAMS IN TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-16d,4-I Gd PER 2x4,2xG,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, CONNECTION WITH THE WORK END JOIST OR BLOCKING(FACE-NA(LED) 2-16d PER FOOT THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBIUTY OF'TNES5 FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FLOOR FRAMING 9.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T DRAWINGS. FOLLOW DIMENSIONS ONLY. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END 10.CONTPACTOR(5)SHALL FURNISH AND INSTALL ALL MATERAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOIST NOTED.CONTRACTOR SHALL`UPI II5H ALL LABOR,5CAPFOLDNG,AND TOOLS NECE55ARY To J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST COMPLETE THE WORK. BAND J015T TO JOIST(END-NAILED) 3-1 6d PER J015T 1 1.ALL MATEP,IAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT AND SPECIFICATIONS. ROOF SHEATHING 12.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF (TABLE 3.8) STRUCL'RAL PANELS 8d OCCUPANCY. DIAGONAL BOARD SHEATHING DEMOLITION 1"xO OR 1"x8" 2-8d PER SUPPORT 1.CONTRACTOR,SHALL DEMOLISH WALLS,FLOOR, AND EXI5-LNG ROOF AS INDICATED ON DRAWINGS AND I N 10"OR WIDER 3-8d PER SUPPORT WINDOW SCHEDULE AS NECE55ARY,AND REMOVE DEBRIS. CEILING SHEATHING 2.CONTPACTOP,SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR GYPSUM WALLBOARD Sd coolers 7"EDGE/ 10"FIELD MODEL SIZE TYPE LITES QUANTITY NOTES INSTALLATION OF NEW YORK. 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS WALL SHEATHING OTHERWISE NOTED. STR.000PAL PANEL 8d (TABLE 3.9) 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECE55ARY DURING FIBERBOARD PANELS A WDH 304 10 3'2" x 5'1 ° DH - 2 DEMOLITION Al ID CON5TRUCTION. 7/1 G" 8d 3"EDGE/G"FIELD 5, CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND 25/32" 8d 3"EDGE/G"FIELD TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK,UF,REMOVAL,OR CAPPItIG OF EQUIPMENT GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD B WDH 204 10 21211 X 5'1" DH - 3 A5 NECESSARY. HARDBOARD 8d (TABLE 3.9) PARTICALBOARD PANELS 8d (TABLE 3.9) FOUNDATIONS 1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Pt. DIAGONAL BOARD SHEATHING C WDH 244 10 2'G" x 5'1" DH - 2 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Ps1.-26 DAY TEST. "x6"OR I"x8^ 2-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. I"x 10"OR,WIDER 3-8d PER SUPPORT GENERAL CONSTRUCTION FLOOR SHEATHING D WDH 2 104 10 3'0" x 511" DH - 3 SECOND STORY EGRESS 1,PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 5ERVICE5 NECESSARY TO COMPLETE 5TRUCUPAL PANELS ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY"IMPLIED AS I"OR LESS 8d 6"EDGE/ 1 2"FIELD NECE55ARY TO COMPLETE THE WORK. GREATER THAN I" I od 6"EDGE/O FIELD „ 2. FASCIAS,50FFIT5 AND EXTERIOR TRIM SHALL MATCH EXISTING. DIAGONAL BOARD SHEATHING D WDH 304G 3 2 x 4 911 DH - I BASEMENT EGRESS 3.INTERIOR TRIM SHALL MATCH EXISTING. I"x6"OR I"x8" 2-8d PER SUPPORT 4.PPAMING ELEMFNT5: I N 10"OR WIDER 3-6d PER 5UPPORT A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE f10.2 OR BETTER. B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED OIN DRAWINGS,AND SHALL BE INSTALLED,CUT AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. EXPOSED TRU5 JOINT MEMBERS SHALL BE COATED WITH'FLAK JACKET'FIRE PROOFING. C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. D.ALL SUB FLOORING TO BE ARA RATED STUPID-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNESS. E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPPIGHT5,9'-0"AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8'OR AS SHOWN ON DRAWING. F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL J015-5 AND FLOOR BEAMS AS PER N.Y.5.CODE OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. G.PROVIDE DOUBLE PRANIING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PAPALLEL PARTITIONS OR AS NOTED ON DRAWING. FIN15H SCHEDULE I.ALL FLUSH WOOD CONNECTIONS SHALL BE FA5TENED WITH RATED GALVANIZED METAL CONNECTORS BY "5IMP5ON"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2"xG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED, SEE ATTACHED NAILING NO. ROOM FLOOR WALLS CEILING BASEMOLD CEILING MOLD NOTES SCHEDULE. K.PLYWOOD SHEATHING To BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 1 2"O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. 22 Ju1_Y, 201 L.ALL INTERIOR AND EXTERIOP,FINISHES TO BE SELECTED BY OWNER. r FIRST FLOOR M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURPICANE TYPE CONNECTORS BY'51MP5ON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS p 11 THESE PLANS ARE AN INSTRUMENT OF AT ALL PERIMETER JOISTS To GIRDER CONNECTIONS. I O I FO'YER/DINING AREA EXISTING WOOD EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, SERVICE AND ARE THE PROPERTY OF THE 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARG01J GAS,IMPACT RESISTANT AS N.I EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED ARCHITECT.INFRINGEMENTS WILL REQUIRED. #`�#€ G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. PAINTED PAINTED BE PROSECUTED 7.CONNECTIONS SHALL BE BUILT IN ACCOPDANCE WITH ANSI/AF/t PA WCFM-1895(SEE NAILING SCHEDULE) 1 8.FLASHING AT ALL WINDOW Atli)DOOR OPENINGS SHALL BCE EPDM OR APPROVED RUBBERIZED MEMBRANE. EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED /� 102 LAUNDRY EXISTING TILE EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM, PAINTED PAINTED 2017 ALL RIGHTS RESERVED 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP CORNER FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,All[) ROOF AND WALLS. 103 GARAGE N/A N/A N/A IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATE[)ON THE DRAWINGS AND SHALL BE 2-112 MOLD DOWN RIDGE UNLESS ACTING UNDER THE DIRECTION OF A lb. DENSITY FIBER-GLASS DATTS CONFORMING TO THE 5PECIFICATION5 FOR PRE-FORMED FIBROUS GLA55 EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, LICENSED ARCHITECT,TO ALTER ANY ITEM ON IJ5ULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY INFOAM INSULATION(P-6.5 PEP INCH)BY 104 MASTER BATH EXISTING WOOD PAINTED PAINTED EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED THIS DRAWING IN ANYWAY. ANY AUTHORIZED ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. ""' 12.NEW INTERIOR,DOORS SHALL MATCH EXISTING. ; ALTERATION MUST BE NOTED,SEALED,AND 13. NEW HARDWARE SHALL MATCH EXISTING. / �. EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE"5HEETROCK 5W" � 105 CLOSET EXISTING WOOD EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED DESCRIBED IN ACCORDANCE WITH THE LAW. PAINTED PAINTED BYU.5.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2" 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. '•.. ''-=v. _ I OG MASTER BEDROOM EXISTING WOOD EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED Robert I. Brown PAINTED PAINTED FINISHES n 1. NEW WOOD FLOORS SHALL 13E 4"WHITE OAK,SAND AND POLYURETHANE,3COAT5. Ij EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, Architect, r .C. 2. EXISTING WOOD FLOORS SHALL BE SANDED AND PFFINISHED. a gJ� 107 KITCHEN EXISTING WOOD 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN p - PAINTED PAINTED EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED 20� Bay Ave. Greenport NY SET ADHESIVE. " 4.EXTERIOR PAIfJT SHALL BE LATEX ACRYLIC BY BENJAMIN MOOPE OR APPROVED EQUAL,APPLIED 1N ACCORDANCE WITH YLICMAN BYcrNJAMI sPECIFICAT1o1Ns AND 108 LIVING ROOM EXISTING WOOD EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, lri O@rl rOWriarChlteCt.00111 RECOMMENDATIONS. COLOR TO BE SELECTED. PAINTED PAINTED EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED 631-477-9752 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE CLEANED AND REPAINTED, NEW WALL5 AID CEILINGS SHALL BE SEALED AND CROSS SECTION END VIEW 109 EXISTING BEDROOM EXISTING WOOD EXISTING GYPSUM BOARD, REPLACE GYPSUM BOARD, PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOIORE AQUA PEARL LATEX PAINTED PAINTED EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED PAINTED,COLOR TO BE SELECTED. G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,ANID FINISHED WITH TWO(2) EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, S-D � CO AC ENJAMIN MOOPE LATEX ACRYLIC 5EMI-GLO55 PAINT. 1 10 CLOSET EXISTING WOOD PAINTED PAINTED EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS I 11 EXISTING BATHROOOM EXISTING TILE EXISTING GYPSUM BOARD, EXISTING GYPSUM BOARD, REQUIRED BY THE DRAWINGS AND sPECIFIcnnorNs AND THE RESIDENTIAL CODE of NEW PAINTED PAINTED EXISTING SQ. STOCK PAINTED N/A EXISTING SURFACES TO BE REFINISHED YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WORK. 2.PROVIDE WEIL-MCLAIN WM97+ 1 55CT WALL MOUNTED GAS BOILER, 155,000 BTU/H, ° ° ° WOOD TO MATCH „ NEW SQ. STOCK TO MATCH 95%AFUE OR APPROVED EQUAL,ro REPLACE EXISTING BonLER. 4, 4' 1 12 HALLWAY Y2 GYPSUM BOARD, PAINTED / GYPSUM BOARD, PAINTED N/A EXISTING SURFACES TO BE REFINISHED44;^.: : __.._. 3. PROVIDE(1)RHEEM RA I G 5 TON COMPPE550P AND(1)RHEEM PA I G 3 TOLD G S. • ("- EXISTING EXISTING, PAINTED COMPRE550P,OR APPROVED EQUALS FOR NEW ZONES. r - ----- WOOD TO MATCH NEW SQ. STOCK TO MATCH T�' `�� J' 4. PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS As NECE55ARY TO COMPLETE THE --•---- ---., _....._....,.,...-� .;, 1 13 MODIFIED BEDROOM Yz GYPSUM BOARD, PAINTED %" GYPSUM BOARD, PAINTED N/A ,-�f WORK FOR AIR CONDITIONING IN ALL ZONES. EXISTING 5.PROVIDE HOT WATER RADIANT HEAT TUBING AS NECE55ARY FOR HEATING IN ALL ZONES. EXISTING, PAINTED PLUMBING 1 14 CLOSET WOOD TO MATCH 12" GYPSUM BOARD, PAINTED %2" GYPSUM BOARD, PAINTED NEW SQ. STOCK TO MATCH N/A 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES EXISTING NFCE55APYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS EXISTING, PAINTED AND 5PECIFICATiON5 AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR WOOD TO MATCH NEW SQ. STOCK TO MATCH REASONABLY IMPLIED AS NECE55ARY To COMPLETE THE WORK. 1 15 STUDIO EXISTING Y2 GYPSUM BOARD, PAINTED %2" GYPSUM BOARD, PAINTED EXISTING, PAINTED N/A 2. CONFORM TO THE NEW YOPK STATE ENVIRONMENTAL CONSERVATION LAW WITH REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE CLIENT/OWNER APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY I I G CLOSET WOOD TO MATCH 2" GYPSUM BOARD, PAINTED %2" GYPSUM BOARD, PAINTED NEW SQ. STOCK TO MATCH N/A THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. o EXISTING EXISTING, PAINTED 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE STEVEN AND I LENE SUPERVISION OF A PPOPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE •€ TREADS AND PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF PROVIDE OVAL POLYUKETHANED OAK SOUTHOLD. is LANDING TO 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, 1 17 STAIR /" GYPSUM BOARD, PAINTED /2" GYPSUM BOARD, PAINTED NEW SQ. STOCK TO MATCH N / A HANDRAIL WALL MOUNTED WITH HARNEY SI LBERSTE IN CERTIFiCATI0N5,LICENSES AND INSPECTIONS A55 PFQUIRfD BY LOCAL,STATE,AND _ - - --' MATCH EXISTING EXISTING, PAINTED HEAVY DUTY HANDRAIL BRACKET IN OIL FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JUR15D1CTION. FLOOR RUBBED BRONZE ELECTRICAL . ::.-----.. m_ 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES € WOOD TO MATCH NEW SQ. STOCK TO MATCH 1=LOOR !; 1 15 CLOSET EXISTING /2" GYPSUM BOARD, PAINTED %2" GYPSUM BOARD, PAINTED N/A J NECESSARY AND REQUIRED FOP PROPER AND COMPLETE INSTALLATION OF ALL NEW PROJECT TITLE ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: olsT EXISTING, PAINTED CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, '= WOOD TO MATCH 1 „ NEW SQ. STOCK TO MATCH ADDITIONS AND 5ERVICE5,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO i 1 19 CLOSET /Z GYPSUM BOARD, PAINTED /2 GYPSUM BOARD, PAINTED N/A APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES •' EXISTING EXISTING, PAINTED RENOVATIONS WITHIN THE SCOPE Of THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND �; ( i TILE, PKOVI DED B „ ❑ NEW SQ. STOCK TO MATCH 14 C)6 SKUNK LANE INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND i ! 120 NEW BATHROOM /2 GYPSUM BOARD. PAINTED /2 GYPSUM BOARD, PAINTED N/A CUTCHOGUE NY 11935 ELECTRICAL DISTRIBUTION SYSTEMS. } 1 OWNER EXISTING, PAINTED 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL 4 CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017 L ,1 WOOD TO MATCH NEW SQ. STOCK TO MATCH I 1 21 NEW BEDROOM /z GYPSUM BOARD, PAINTED GYPSUM BOARD N /A (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(05HA), 3, - I I EXISTING EXISTING, PAINTED DRAWING TITLE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER APPLICABLE CODES. IN THE EVENT Of CONFLICT,THE MORE STRINGENT N REQUIREMENTS WILL APPLY. 4" BLUESTONE 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS 122 PORCH SIDING AZEK BEAD BOARD N/A N/A RA LABOTORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY , PAVERS WILL BE INSTALLED. GENERAL NOTES 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE :; SECOND FLOOR SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. FLOCP. 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES J015T AND INSPECTIONS A5 REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, w J� -; 'I _ 201 FAMILY ROOM WOOD TO MATCH /2' GYPSUM BOARD, PAINTED y2" GYPSUM BOARD, PAINTED NEW SQ. STOCK TO MATCH N/A AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES EXISTING EXISTING, PAINTED SCALE SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL 30 MAY,2018 SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS 20- STORAGE A/C PLYWOOD /2" GYPSUM BOARD, PAINTED GYPSUM BOARD N / A N / A APE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH PAINTED DRAWING NO. SLEEPING QUARTERS ARE LOCATED. STATE7. OKE A AND THE RE9 DENTIALL CORS IN DE OFJNEWITH YORK STATE,THE FPA NATIONAL YORK 7j� 203 POWDER ROOM TILE, PROVIDED B 12" GYPSUM BOARD, PAINTED %2" GYPSUM BOARD, PAINTED NEW SQ. STOCK IN MATCH N/A ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE E4CH SEPARATE SLEEPING OWNER EXISTING, PAINTED AREA,IN EACH 51'LEEPING AREA,AND ON EACH FLOOR LEVEL. CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND 1 UPLIFT CONNECTIONS BURGLAR ALARMS AS NECESSARY. Az 24'-9 3/4" ISSUES/REVISIONS Q N N I 3 " DIA. STANDARD I c9 CUT 5'-0"HOLE I I = WEIGHT STEEL COLUMN, X IN EXISTING I I CONCRETE FIIIFD FOUNDATION WALL I `n 30'x 30'x I'D POURED o BILCO StakWEL 54"x 40" CONCRETE PAD w/(3)#5 I ( T — WINDOW WELL EXISTING GARAGE SLAB REBAR EACH DIRECTION `) (4 �--' �r HEIGHT TO BE L J I DETERMINED IN FIELD 13/4"x 0/" 2.0E MICROLLAM FLOOR JOIST5 @ I G"O.C. �o ( VC VENT LINE D 9, 3 D A9 EXISTING BASEMENT TO REMAIN = A9 I WEIL-McLAIN EVERGREEN SERIES 30G8 51 EEL DOOR GAS BOILER I I O MBH NEW 12" POURED CONC E ` . I C I .• I FOOTING @ M FOUNDATION NMUM 8 "0 8" 2I 9 A9 _ x4 STU WALL @ I I G'OG �"WITH GYP SHOP SINK BELOW GRADE ON BD EAC 51DE - I UNDISTURBED SOIL I UP CUTIN EXISTING I I LE EJECTO UM FOUNDATION WALL I I `n Pl" 4" LEDGE I I = T • G-4 1/2" NQI I N1 4'-10 1/2" m 1 U- I I NEW 12" POURED CONC E 0' I I > EXISTING BASEMENT TO REMAIN o m FOUNDATION WALL w/2 x 8"f FOOTING MINIMUM 8' — / 13/4"x%4" 2.OE MICROLLAM X = / 13/4"x 9/"' 2.OE MICROLLAM C° 3'-10" — FLOOR,JOISTS @ I G"O.C. I N FLOOR JOISTS @ I G"O.C. I BELOW GRADE ON o m I UNDISTURBED SOIL m i 4„ N I w 4" f I d NEW 12" POURED ONCRET\ \ U- I I Uj w O FOUNDATION WAIL /20"x 8° O j \• J � I O . FOOTING @ MIN UM V-0" I I :� I •"� J MAR iq,2018 BELOW SPADE ON \ Qp ; z Q UNDI5TU TED 501E - ; * o tI. O v u-' "' I THESE PLANS ARE AN INSTRUMENT OF w SERVICE AND ARE THE PROPERTY OF THE VERIFY DISTANCE J VERIFY DISTANCE O I ARCHITECT.INFRINGEMENTS WILL FOR ROOF FOR ROOF BE PROSECUTED SYMMETRY SYMMETRY I `— ` =. I 2oi8 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, --� ` UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 1 5'-0" 1 2" 7-1 I" DESCRIBED IN ACCORDANCE WITH THE LAW. 25'-5" Robert I. Brown Architect, P.C. Zo5 Bay Ave. Greenport NY e A info@ribrownarchitect.com A8 A8 631-477-9752 13A5EM ENT PLAN �� 1.13 12'-0" SCALE: I/4'- I'-0" Sp AR„ EXISTING EXCEPT AS NOTED �c� 1.Q FF \� F - 163h1 4-1TH REINFORCED nQ OF N `r`y A I CONCRETE SLAG o CLIENT/OWNER SILBERSTEIN 1�- 4 PROJECT TITLE PLACE PREFABR/N —\ OD 'Space 1/2"anchor bolts 32" ADDITIONS AND FRAME SHED Oon center with 0.229"x 3"x 3" RENOVATIONS FOUNDATION slotted 5cluare plate washers at the 1 wall to Sill plate intersection 1496 SKUNK LANE EXISTING GRADE _ ___ � '• CUTCHOGUE, NY 11935 O � GXG WWM REINFORCING DRAWING TITLE FOUNDATION PLAN 03 (2)#5 REBAR CONTINUOU�MIN 2" FROM EDGE OF CONCRETE 5ECT1 AU - `4 REV 15 MAR,zoi9 SCALE 1/4"-i-o" DD 5HE FOUNDATION PLAN = DRAWING NO. � SCALE: I/ '- I'-O" � SEED ING A-I FOR LOCATION ISSUES/REVISIONS r.> `\ 6 � !, n 1 1 f i C r � € � I STORAGE —' STORAGE "' y / f EXISTING GARAGE s. RISE: 7/�" c;' /77/777 RUN: 1 0" RISERS: 14 I LINE OF 7'0" CEILING IGI1T WET BAR p' DN = A'01`05EV •r' i POWDER RO i i / O tgtits , � ✓ � . 9 N LLJ W i i J Q (^ EXISTING RIDGE O p v O r" t 0 vO UO \ 0O PR POSED FAMILY OM O un THEDRAL CEILIN ' o-IXU THESE PLANS ARE AN INSTRUMENT OF I \ \ I s SECOND FLOOR SERVICE AND ARE THE PROPERTY OFF THE x x ADDITION: ARCHITECT.INFRINGEMENTS WILL m m AREA: 827 5F c� j 1322 5F BE PROSECUTED 5%: G7 SF 2017 ALL RIGHTS RESERVED 4%: 33 5F I f IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 0� UNLESS ACTING UNDER THE DIRECTION OF A / (� � // \ \ / LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. LINT , Robert I. Brown E OF 7'0" CEILI G HEIGMT___ '!• GAS FIREPLACE Architect, P.C. a05 Bay Ave. Greenport NY ANDER5EN 00 SERIES \ ;L info@ribrownarchitect.com / FWI1 G G8 APLR 631-477-9752 CENTERED N BALCONY FROF05EE BALCONY _ \ I 1 \ h 3*A fir` CLIENT/OWNER STEVEN AND ILENE SILBERSTEIN f SECONDF LOOK PLAN SECOND FLOOR PROJECT TITLE ADDITION: µ ADDITIONS AND SCALE: 114" — P-0" 1322 5P RENOVATIONS EXISTING EXCEPT A5 NOTED 1496 SKUNK LANE C TCHOGUE, NY 11935 DRAWING TITLE SECOND FLOOR PLAN SCALE 30 MAY, 2oi8 1/4'=1'-0" DRAWING NO. ISSUES/REVISIONS n I I I i I I I I I I I I I I I I I I I I I I I I I I � I J I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE I ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED \ I I IT IS A VIOLATION OF THE LAW FORANY PERSON, 1 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. T — — Robert I. Brown / \ Architect, P.C. / \ aoSS Bax Ave. Greenport NY infoo@ribrownarchitect.com 631-477-9752 �Fr-eD AF? CLIENT/OWNER STEVEN AND ILENE ROOF PLAN SILBERSTEIN SCALE: 114" - 1'-O" EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITIONS AND RENOVATIONS 1496 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE ROOF PLAN SCALE 30 MAY, 2oi8 DRAWING NO. ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED IT 1S A VIOLATION OF THE LAW FOR ANY PERSON, "-I' ;,j UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON i THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. SLOPE OF NEW GABLE Robert I. Brown TO MATCH SLOPE OF EXISTING ROOF Architect, P.C. 20 Bay Ave. Greenport NY ROOFING TO MATCH EXISTING In?o@ribrownarchitect.com 631-477-9752 34A SOFFIT AND TRIM TO MATCH EXISTING - - - - - - - - - CLIENT/OWNER t_ SOFFIT AND TRIM TO MATCH EXISTING STEVEN AND ILENE e, 2 S I LB E RSTE I N PROJECT TITLE ADDITIONS AND RENOVATIONS 1 LANE NEW SIDING TO MATCH EXISTING. -- -- NEW SIDINGTO MATCH EXISTING 49 NE _ — _ — — — — — — — CUTCHOGUE, NY 11935 DRAWING TITLE BRICK CLAD MASONRY FIREPLACE ELEVATIONS EAST ELEVATION PROPOSED SCALE: 1/4" - I -0" SCALE EXISTING EXCEPT AS NOTED 30 MAY,2o18 1/4'=1-0 DRAWING NO. ISSUES/ REVISIONS NEW ROOF STRUCTURE NEW SECOND FLOOR SLOPE Of NEW GABLE TO MATCH SLOPE OF EXISTING ROOF -- - SLOPE Of NEW GABLE - TO MATCH SLOPE OF EXISTING ROOF EXISTING ROOFING TO REMAIN ---- NEW ROOFING TO MATCH EXISTING REPAIR AND PATCH AS NECESSARY NEW SIDING TO MATCH EXISTING -m --- NEW ROOFING TO MATCH EXISTING -- NEW WINDOW TRIM �Z - TO MATCH EXISTING (TYPICAL) LL BRICK CLAD MASONRY FIREPLACE NEW SIDING TO MATCH EXISTING :_ NEW SIDING T MATCH EXISTING PROPOSED BLUESTONE PORCH =______ .... , SOUTH ELEVATION PROPOSED SCALE: 114" - 1'-0" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL NEW ROOF STRUCTURE BE PROSECUTED 2017 ALL RIGHTS RESERVED NEW SECOND FLOOR IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. SLOPE Of NEW GABLE TO MATCH SLOPE Of EXISTING ROOF / / Robert I. Brown / Architect, P.C. ort NY n?o@ribrownar h tect com NEW ROOFING TO MATCH EXISTING / � ® 631-477-9752 / / EXISTING ROOFING TO REMAIN NEW ROOFING TO MATCH EXISTING REPAIR AND PATCH AS NECESSARY I.LiA I SLOPE OF NEW GABLE TO MATCH SLOPE OF EXISTING ROOF REBUILD EXISTING GABLE TO EXISTING CONDITIONS « �t Y SOFFIT AND TRIM TO MATCH EXISTING ._.__...__......__.... _....--.-_-_— __. _" CLIENT/OWNER STEVEN AND ILENE ---- -- - = SILBERSTEIN PROJECT TITLE - - �� ADDITIONS AND - - - - - - - - RENOVATIONS 1496 SKUNK LANE CUTCHOGUE, NY 11935 21 ` —_ _ DRAWING TITLE ELEVATIONS NORTH ELEVATION PROPOSED SCALE: 114" - P-O" EXISTING EXCEPT AS NOTED SCALE 30 MAY,2oi8 1/4"_1,_0" DRAWING NO. ISSUES/REVISIONS 2x 12 RIDGE BEAM SLOPE OF NEW GABLE TO MATCH SLOPE OF EXISTING ROOF NEW ROOFING TO MATCH EXISTING NEW ROOFING TO MATCH EXISTING 3/4" CD-X RATED PLYWOOD ROOF SHEATHING 3/4" CD-X RATED PLYWOOD ROOF SHEATHING "i... CAT'1EDRAL CEILING =li:f f• 2x 10 RAFTERS G"O.C. @ I -;�;1;;- 2x 10 RAFTERS @ 16"O.C. 7%" SPRAY-IN CLOSED CELL -g y - 7/z" SPRAY-IN CLOSED CELL FOAM INSULATION (R-50) FOAM INSULATION (R-50) 3x8 EXPOSED COLLAR TIES t" 48" O.C. .: INTERIOR TO BE FINISHED WITH AMERICAN MADE GYP.BD. :t� >_;: lj TAFE,SFACKLE, AND PAINT (TYP.) 5=" 2xG NEW CONSTRUCTION 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) BATT INSULATION (R-15) PROPOSED FAMILY ROOM SrX rz, a ,q> c;.n 3 �,. ' 3 err z. ,;AS ?; `s, s •.� l a <�u I /4 x 9/4" 2.OE MICROLLAM JOISTS @ I G" O.C. w/R-22 BATT INSULATION w , ", r, M-Te _:. "" ;.�, x SOFFIT AND TRIM TO MATCH EXISTING A r. ' 2xG NEW CONSTRUCTION 2x4 STUD WALLS 2xG NEW ONSTRUCTION INTERIOR INTERIOR TO BE FINISHED WITH 2" CLOSED CELL SPRAY IN AMERICAN MADE GYP.BD. 2" CLOSE CELL SPRAY-IN r FOAM INSULATION (R-13) °' TAPE,SPACKLE, AND PAINT(TYP.) FOAM INS LATION (R-1 3) 7' BATT INSULATION (R-1 5) 3 BATT INS CATION (R-15) PROPOSED BEDROOM PROPOSED STUDIO 2" BLUE STONE PATI y',rg m1p tY&Xi /4 x 9/4' 2.OE MICROLLAM JOISTS @ I G" O.C. xr�Y i `,s's'x. �s," t' ekez t%;fit' x '` ,x). 's= 1: ?l'� s 4" POURED w/ 2"SPRAY-IN CLOSED CELL INSULATION (R-13) NEW 8" FOUNDATION WALL w/ CONCRETE SLAB ALD R-22 BATT INSULATION I G"x 8" FOOTING @MINIMUM 3'-0" BELOW GRADE ON SECTIONA UNDISTURBED SOIL Y SCALE: 1/4" - 1'-0" EXISTING EXCEPT AS NOTED NEW 8" FOUNDATION WALL w/ 4" POURED CONCRETE SLAB NEW 8" FOUNDATION WALL w/ I G"x 8" FOOTING @ MINIMUM 8'-0" BELOW GRADE ON w/GxG WWM I G"x 8" FOOTING @MINIMUM UNDISTURBED SOIL 8'-0" BELOW GRADE ON - UNDISTURBED SOIL MAR 19, 2018 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2x 12 RIDGE BEAM 2017 ALL RIGHTS RESERVED 2x 10 RAFTERS @ I G" O.C. 7%"SPRAY-I N CLOSED CELL IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A FOAM INSULATION (R 50) LICENSED ARCHITECT,TO ALTER ANY ITEM ON SLOPE OF NEW GABLE THIS DRAWING IN ANY WAY. ANY AUTHORIZED r TO MATCH SLOPE OF EXISTING ROOF ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. h.' w1 2xG NEW CONSTRUCTION CATHEDRAL CEILING :;;.,, 2x 10 RAFTERS @ I G" O.C. Robert I. Brown Architect 7/"SPRAY-IN CLOSED CELL ' P.C. FOAM INSULATION (R-13))2" CLOSED CELL SPRAY- I FOAM INSULATION (R-50) BATT INSULATION (R-1 5) 20 Bay °"`�;�'. �Ave.AVe. Green PO t NY in?o@ribrownarchitect.com 3x8 EXIP05ED COLLAR TIES (2) 2x 10 HEADER(TYF.) _ ._ _ _ ____ _ @ 48" O.C. �;' : 3 477-975 [ INTERIOR TO BE FINISHED WITH ----- i AMERICAN MADE GYP.BID. D A,�C'y/ I ` TAPE,SFACKLE, AND PAINT(TYP.) J` T 1 3G" HANDRAIL 3G"MHANDRAIL i' oli2 TO CODE (TYP.)—j TO CODE (TYP.) = PROPCSED FAMILY ROOM � $� 5/z"x I4" P.T. 2.0E PARALLAM P5L CLAD IN I"x AZEC TRIM BOARD I /4 x 9/a 2.0E MICROLLAM JOISTS @ I G„ O.C. SOFFIT AND TRIM TO MATCH w/R-22 BATT INSULATION ---m-- - ------- ------ �"`2x 10 PRESSURE TREATED � EXISTING JOISTS @ I G" O.C. E SECURED WITH GALVANIZED METAL JOIST HANGERS i CLIENT/OWNER INTERIOR TO BE FINISHED WITH ' RISE: 7%" 2x6 NEW ONSTRUCTION RUN: 10" 2" CLOSE CELL SPRAY-IN STEVEN AND ILENE AMERICAN MADE GYP.BD. RISERS: 14 FOAM INS CATION (R-13) TAPE,SPACKLE, AND PAINT (TYP.) BATT IN5L CATION (R-15) SILBERSTEIN PROJECT TITLE ,_,___._._._. �.._.._ .._�.,_�_____,�_,_A.�._,___,___ <L `,��k'• "1:�:. �," .��%� `�r�y' �`z�'; ���,r, 13/"x 9/" 2.0E MICROLLAM JOISTS @ 16" O.C. � Y. x y �s. f:;= r. :,mj ss° b.::; ' x . , � ADDITIONS AND w/2"SPRAY IN CLOSED CELL INSULATION (R-13) RENOVATIONS AND R-22 GATT INSULATION 1496 SKUNK LANE e CUTCHOGUE, NY 11935 SECTION13 NEW 8" FOUNDATION WALL w/ DRAWING TITLE I G"x 8" FOOTING @ MINIMUM SCALE: I/4" - I'-0" 8'-0" BELOW GRADE ON SECTIONS EXISTING EXCEPT AS NOTED UNDISTURBED SOIL 4" POURED CONCRETE SLAB w/ GxG WWM -77 30 MAY,2018 SCALE 1/4 =1-o DRAWING NO. ISSUES/REVISIONS rf lrs' t } a d i.. ___..... .._....-. __...... _/ _ o —— — EXISTING BEDROOM `n F I 3 t`4 I O EXISTING GARAGE Lu ( _.. o EXISTING LAUNDRY x ,% EXISTING DINING ROOM i (� I EXISTING BATH j Y"x y'" 2.0E P RALL M P L �— 1 3/1"x 9/q" 2.OE MICROLLAM JOISTS @ I G"O.C. w I Jim- 1314"x 9%q" 2.OE MICROLLAM JO'STS P7 @ 16I O.C. FIRST FLOOR i ....®®_..®_.`— ADDITION SQFT: 4 722 IP7 EXISTING MASTER BATH I I W THESE PLANS ARE AN INSTRUMENT OF EXISTING LIVING ROOM O�� /> AE THE CEILING HEIGHT: 119" ARCHI TCE ECTDIN F INGEMENOTS RWTIYLOF THE 13/q"x 9/4" 2.OE MICROLLAM JOISTS @ 16" O.C. 13/q"x 9Y" 2.OE MICROLLAM JOISTS @ 16" O.C. BE PROSECUTED 2017 ALL RIGHTS RESERVED I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, II UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON III i _ E 13/q"X 9/4" 2.OE MICROLLAM JOISTS THIS DRAWING IN ANYWAY. ANY AUTHORIZED I @ I G"Q.C. ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 4 ` T) Robert I. Brown Architect, P.C. EXISTING MASTER BEDROOM zo5 Bay Ave. Greenport NY info@ribrownarchitect.com EXISTING KITCHEN 5 'X"x 14" P.T. 2.0E PARALLAM PSL _ 0 631-477-9752 O�? �o D ARCyXT O -- " (2) 2x8 GIRDER CLIENT/OWNER SECOND 1=LOOK FRAMING PLAN F�. STEVEN AND ILENE l Il j j SCALE: I/4" - I'-O" ILBERSTEIN EXISTING EXCEPT AS NOTED \\ PROJECT TITLE ADDITIONS AND RENOVATIONS 1496 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE SECOND FLOOR PLAN SCALE 30 MAY,2018 1/4"=1-0" DRAWING NO. ISSUES/REVISIONS NO? , REBUILD EXISTING GABLE TO EXISTING CONDITION i 2x I 0 RAFTERS @ I G" O.C. 2x 10 RAFTERS @ I G" O.C. ZT L o O I g @ CQ Lu g� o t N EXISTING GARAGE O I 0 EE 10 RAFTERS @ I G" C. N U-1 w LL- .., o p x x 01 U �+ O I 2 10 RAFTERS @ I G"0 w / o C 2x I RID(E BEM 2 12 R DGE EAIV U ` U O O THESE PLANS ARE AN INSTRUMENT OF 10 RAFTERS @ I G" O. SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED p �t 2017 ALL RIGHTS RESERVED O Q N J L N I f �� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, \ UNLESS ACTING UNDER THE DIRECTION OF A _ LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED N ALTERATION MUST BE NOTED,SEALED,AND cV (� DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown 10 RAFTERS @ I G' 2x 10 RAFTERS @ I G" O.C. 2x 10 RAFTERS @ I G" O.C. Architect, P.C. o 20 Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 w ' ?g -At f .r r).' Nr=�'na CLIENT/OWNER STEVEN AND ILENE ROOF TAMING PLAN , SILBERSTEIN SCALE: 114" - I'-0" EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITIONS AND RENOVATIONS 1496 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE SECOND FLOOR PLAN 30 MAY, 2oi8 SCALE „ DRAWING NO. ISSUES/REVISIONS I I I � I € 4 I UP t 1 � MAR 19,2oi8 F— THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL O� BE PROSECUTED 2oi8 ALL RIGHTS RESERVED IT 1S A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 2055 Bay Ave. Greenport NY in?o@ribrownarchitect.com I 631-477-9752 CGO A!�?n v G , �A t CLIENT/OWNER STEVEN AND ILENE SILBERSTEIN PROJECT TITLE ADDITIONS AND RENOVATIONS DA5EMENT ELECTRICAL PLAN 1496 SKUNK LANECUTCHOGUE, NY 11935 SCALE: 114" - I -0" EXISTING EXCEPT AS NOTED DRAWING TITLE BASEMENT ELECTRICAL PLAN SCALE 30 MAY,2o18 1/4'=1'-0" DRAWING NO. ISSUES/REVISIONS -------------- i( I 1� I i El 1 _ I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE v- -- ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 1 2017 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A [ u LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED i ALTERATION MUST BE NOTED,SEALED,AND m_ DESCRIBED IN ACCORDANCE WITH THE LAW. I Robert I. Brown Architect, P.C. Zo55 Bay,Ave. Greenport NY info@ribrownarchitect.com rr 631-477-9752 L� 10 ' 1w '�, � 1 yam`1. CLIENT/OWNER STEVEN AND ILENE SILBERSTEIN PROJECT TITLE ADDITIONS AND RENOVATIONS 1496 SKUNK LANE CUTCHOGUE, NY 11935 fI RST i=LOOK ELECTRICAL PLAN DRAWING TITLE FIRST FLOOR SCALE: 114" - I -0" EXISTING EXCEPT AS NOTED ELECTRICAL PLAN �\ 30 MAY,2oi8 SCALE 1/4 _i-o" DRAWING NO. ISSUES/REVISIONS E if g I- 4� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED t IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION F LICENSED ARCHITECT,TO ALTER ANY ITEM ON "j THIS DRAWING IN ANY WAY. ANYAUTHORIZED YN ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. _-.�..._ __.___..- __ .---- ---.� ___- Robert I. Brown Architect, P.C. ° ao Bay,Ave. Greenport NY info@ribrownarchltect.com 631-477-9752 E �F /G F a CLIENT/OWNER STEVEN AND ILENE SECOND FLOOD ELECTRICAL PLAN SILBERSTEIN SCALE: 114" - 1'-0" EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITIONS AND RENOVATIONS 1496 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE SECOND FLOOR ELECTRICAL PLAN SCALE 30 MAY,2o18 1/4'=i-o" DRAWING NO. ISSUES/REVISIONS WEIL-McLAIN EVERGREEN SERIES GAS BOILER 110 MBH PVC VENT LINE E IF,HANDLER -0- _ __._._..Q SHOP 51NK P� EJECTOR PUMP UP 0 I I EX15TING BOILER IN TH 15 AREA f MAR 19,2oi8 w m THESE PLANS ARE AN INSTRUMENT OF ow SERVICE AND ARE THE PROPERTY OF THE v ARCHITECT. INFRINGEMENTS WILL Q g BE PROSECUTED 2Lu o 2o18 ALL RIGHTS RESERVED u- IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. ao5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 4 C NOTES: H VAC CLIENT/OWNER BASEMENT MECHANICAL PLAN 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO STEVEN AND ILENE ��\\ EX - 1 -o ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SCALE: SPECIFICATIONS, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WORK. SILBERSTEIN EXISTING EXCEPT AS NOTED PAINTED, SIZED FOR APPROPRIATE CFM. 2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NYS 2015, THE ENERGY CONSERVATION ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE CODE OF NYS 2015, TO THE FUEL GAS CODE 2015 AND MECHANICAL CODE 2015. PROJECT TITLE MOUNTED AS INDICATED, PAINTED TO MATCH WALLS. 3• PROVIDE WEIL-MCLAIN GV90+ CAST IRON GAS BOILER, I G 1 ,000 BTU/H EACH, WITH DIRECT VENT ADDITIONS AND INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. RENOVATIONS AIR HANDLERS TO BE LENNOX CBWMV \/AKIABLE AIR 4. PROVIDE RHEEM COMPRESSORS OR APPROVED EQUAL FOR EACH ZONE. SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED 5. PROVIDE LENNOX OR APPROVED AQUAL AIR-HANDLERS, AND DUCTWORK, AND CONTROLS AS 1496 SKUNK LANE NECESSARY TO COMPLETE THE WORK FOR ALL ZONES. CUTCHOGUE, NY 11935 BY ARCHITECT. G. ALL THERMOSTATS SHALL BE PROGRAMMABLE IN ACCORDANCE WITH SECTION R403 (ECCNYS 2015). 7. ALL SUPPLY AND RETURN DUCTS SHALL BE INSULATED IN ACCORDANCE WITH SECTION R403.3. I DRAWING TITLE ALL CFM AND DUCTS SIZES ARE SUBJECT (ECCNY5201 5) AND SEALED IN ACCORDANCE WITH SECTION K403.3.2 (ECCNY5201 5). BASEMENT VERIFICATION. DUCT LAYOUT IS SCHEf�1ATIC. g, DUCTS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH SECTION K403.3.3 (ECCNY5201 5). 9. ALL MECHANICAL SYSTEM PIPING SHALL BE INSULATED TO A MINIMUM R-3. MECHANICAL PLAN . REGISTER AND DUCT LOCATIONS ARE TO BE 10. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITHE SECTION 403.5.3 CONFIRMED WITH ARCHITECT BEFORE IfJSTALLATION. 1 1 . ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUALS SCALE BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J. 3oMAY,zo18 1/4'=1'-O" DRAWING NO. ISSUES/REVISIONS I I HOSE BIBS FLOOR AIR SUPPLY EXISTING BEDROOM EXISTING TO REMAIN EXISTING GARAGE Li EXISTING LAUNDRY EXISTING DINING ROOM EXISTING BATH FLOOR EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN AIR SUPPLY FLOOR RETURN L T FLOOR AIR SUPPL O � /^\ O N EXISTING LIVING ROOM Q EXISTING TO REMAIN HOSE \ / BIBS v 3O SG�O,f, ❑ SG�OP THESE PLANS ARE AN INSTRUMENT OF 4SERVICE AND ARE THE PROPERTY OF THE EXISTING TO REMAIN ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED EXISTING KITCHEN 2017 ALL RIGHTS RESERVED EXISTING TO REMAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ❑ El Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY ini�'o@ribrownarchitect.com 631-477-9752 FIRST ELOOK MECHANICAL PLAN ��F,;^,EDAr,,o SCALE: I/4" - I'-O" �y Q� �L�C) EXISTING EXCEPT AS NOTED ty � 34A .(ei r�r�J CLIENT/OWNER NOTES: H VAC STEVEN AND ILENE I . PROVIDE ALL PROVIDE A HVAC SYSTEM M TO (HEAT AND TRANSPORTATION, COOL T EOLIV LIUIPMENT VING S ACESAND SERVICES NECE55APlY TO AS REQUIRED BY HE DRAWINGS AND SILBERSTEIN ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, SPECIFICATIONS, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WORK. PAINTED, SIZED FOR APPROPRIATE CFN. 2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NYS 2015, THE ENERGY CONSERVATION PROJECT TITLE ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE CODE OF NYS 2015, TO THE FUEL GAS CODE 2015 AND MECHANICAL CODE 2015. ADDITIONS AND MOUNTED AS INDICATED, PAINTED TO MATCH WALLS. 3. PROVIDE WEIL-MCLAIN GV90+ CAST IRON GAS BOILER, I G 1 ,000 BTU/H EACH, WITH DIRECT VENT RENOVATIONS INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. K SKUN LANE AIR HANDLERS TO BE LENNOX CBWMV '✓ARIABLE AIR 4. PROVIDE RHEEM COMPRESSORS OR APPROVED EQUAL FOR EACH ZONE. C 1496 96 SKUNK 1, NY 11935 SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED 5. PROVIDE LENNOX OR APPROVED AQUAL AIR-HANDLERS, AND DUCTWORK, AND CONTROLS AS BY ARCHITECT. NECESSARY TO COMPLETE THE WORK FOR ALL ZONES. DRAWING TITLE G. ALL THERMOSTATS SHALL BE PROGRAMMABLE IN ACCORDANCE WITH SECTION R403 (ECCNYS 2015). ALL CFM AND DUCTS SIZES ARE SUBJECT TO 7. ALL SUPPLY AND RETURN DUCTS SHALL BE INSULATED IN ACCORDANCE WITH SECTION R403.3. 1 FIRST FLOOR VERIFICATION. DUCT LAYOUT IS SCHEMATIC. (ECCNY5201 5) AND SEALED IN ACCORDANCE WITH SECTION R403.3.2 (ECCNY5201 5). MECHANICAL PLAN 8. DUCTS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH SECTION R403.3.3 (ECCNY5201 5). REGISTER AND DUCT LOCATIONS ARE TS BE 9. ALL MECHANICAL SYSTEM PIPING SHALL BE INSULATED TO A MINIMUM R-3. 10. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITHE SECTION 403.5.3 SCALE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. 1 1 . ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S 3o MAY,ao18 1/4"" BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J. DRAWING NO. ISSUES/REVISIONS CEILING CEILING / AIR SUPPLY AIR SUPPLY z � J U � Q AIR HANDLER RETURN IN ATTIC THESE PLANS ARE AN INSTRUMENT OF CEILING CEILING \ SERVICE AND ARE THE PROPERTY OF THE AIR SUPPLY I AIR SUPPLY \ ARCHITECT. INFRINGEMENTS WILL \ BE PROSECUTED GAS FIREPLACE \ 2017 ALL RIGHTS RESERVED / I \ PROVIDE FRESH IT IS A VIOLATION OF THE LAW FOR ANY PERSON, AIR 5U FFLY FOR UNLESS ACTING UNDER THE DIRECTION OF A GA5 FIREPLACE \ I LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANYAUTHORIZED / I \ ALTERATION MUST BE NOTED,SEALED,AND \ DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 Ll Bf d s � H\/ NOTES: AC I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO SECOND ELOOK MECHANICAL PLAN ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND EXCEPTT AS NOTED PAINTED, SIZED FOR APPROPRIATE CFM. SPECIFICATIONS, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WORK. EXISTING EX SCALE: - 2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NYS 2015, THE ENERGY CONSERVATION CLIENT/OWNER A ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE CODE OF NYS 2015, TO THE FUEL GAS CODE 2015 AND MECHANICAL CODE 2015. STEVEN AND ILENE MOUNTED AS INDICATED, PAINTED TO MATCH WALLS. 3. PROVIDE WEIL-MCLAIN GV90+ CAST IRON GAS BOILER, I G 1 ,000 BTU/H EACH, WITH DIRECT VENT INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. SILBERSTEIN AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR 4. PROVIDE RHEEM COMPRESSORS OR APPROVED EQUAL FOR EACH ZONE. SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED 5. PROVIDE LENNOX OR APPROVED AQUAL AIR-HANDLERS, AND DUCTWORK, AND CONTROLS AS NECESSARY TO COMPLETE THE WORK FOR ALL ZONES. PROJECT TITLE BY ARCHITECT. G. ALL THERMOSTATS SHALL BE PROGRAMMABLE IN ACCORDANCE WITH SECTION R403 (ECCNYS 2015). ADDITIONS AND ALL CFM AND DUCTS SIZES ARE SUBJECT TO 7. ALL SUPPLY AND RETURN DUCTS SHALL BE INSULATED IN ACCORDANCE WITH SECTION R403.3. 1 RENOVATIONS VERIFICATION. DUCT LAYOUT IS SCHEMATIC, (ECCNY5201 5) AND SEALED IN ACCORDANCE WITH SECTION R403.3.2 (ECCNY5201 5). 1496 SKUNK LANE 8. DUCTS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH SECTION R403.3.3 (ECCNY5201 5). CUTCHOGUE, NY 11935 REGISTER AND DUCT LOCATIONS ARE TO BE 9. ALL MECHANICAL SYSTEM PIPING SHALL BE INSULATED TO A MINIMUM R-3. CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. 10. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITHE SECTION 403.5.3 DRAWING TITLE 1 1 . ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S SECOND FLOOR BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J. MECHANICAL PLAN 30 MAY,2oi8 SCALE „ 1/4 =i-o„ DRAWING NO.