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Home My WebLink About43842-Z t�FFO A� Town of Southold 8/5/2020 0 P.O.Box 1179 a' T 53095 Main Rd ��Qs ,la�44tx Southold,New York 11971 CERTIFICATE OF- OCCUPANCY No: 41318 Date: 8/5/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2100 Jackson St.,New Suffolk SCTM#: 473889 See/Block/Lot: 117.40-18.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/8/2019 pursuant to which Building Permit No. 43842 dated 6/10/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including pergola and outdoor shower stall, to an existing one family dwelling as applied for per ZBA#7260, dated 7/7/2020. The certificate is issued to Speyer JL &KL Irr Liv Grit Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0077 6/28/2020 ELECTRICAL CERTIFICATE NO. 43842 7/7/2020 PLUMBERS CERTIFICATION DATED 5/12/2020 J es Hann P th ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT Ca TOWN CLERK'S OFFICE oma.• SOUTHOLD, NY Cpl 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#: 43842 Date: 6/10/2019 Permission is hereby granted to: Speyer JL Irr Liv Grit Tr 450 West End Ave 3A New York, NY 10024 To: make additions and alterations to an existing dwelling as applied for per SCHD, Trustee NJ letter, and ZBA approval. At premises located at: 2100 Jackson St:, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-10-18.1 Pursuant to application dated 5/9/2019 and approved by the Building Inspector. To expire on 12/9/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $754.40 CO -ADDITION TO DWELLING $50.00 (0Total: $804.40 1 Insp toe Form No.6 TOWN OF 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: 1 Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2 Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3 Approval of electrical installation from Board of Fire Underwriters. 4 Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land 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. 1<9 9 New Construction: Old or Pre-existing Building: (check one) Location of Property. 11�� ®-y� � House No. Street Hamlet Owner or Owners of Property: �G /' �� Suffolk County Tax Map No 1000, Section 1,17 Block /41�1 _ 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. $ eApplic Si r 1 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at (Print property owner's name tr8te ydfl--JA' (Mailing Address) 1�SLl do hereby authorize &zel I �me?, (Agent) to apply on my behalf to the Southold Building Department. (Owner' ignature) (Date) u (Print Owner's Name) D MAY 1 4 2019 TOWN OF SOU'"Iv Arif so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Speyer JL Irr Liv Grit Tr Address: 2100 Jackson St city,New Suffolk st: NY zip: 11956 Building Permit#: 43842 Section 117 Block 10 Lot 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No- 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 33 Ceding Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 8 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 15 CO2 Detectors Sub Panel 100A A/C Blower 4 Range Recpt Ceding Fan 3 Combo Smoke/CO 2 Transformer Track Ltsn Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED 1 Exit Fixtures Pump Other Equipment. 15A ARC Breakers-5, 15A Combo Breakers-1, 20A Combo Breakers- 5, Car Charger on 50A Notes. Garage Renovation and 2nd Floor Addition Inspector Signature: CS2 ) Date: July 7, 2020 S Devlin-Cert Electrical Compliance Form.xls SO(/Pg�l " � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ! �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Dat.---j/Z 6 Building Permit No. b Owner: _.1((m-(S d 44✓en (Please print) Plumber: . 7, A--�s- f1AlifW c- i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. f (Plurribers Signature) Sworn to before me this 1 day of , 20 i7 0 n COLLEEN A.MONTRONY lel Notary Public,State of New York No.01 M06132243 Qualified in Suffolk County©�1 Commission Expires August 22, Notary Public, .d U4q�(/C, County OF SOUTyo� # TOWN OF=SOUTHOLD BUILDING DEPT. �ycoum a 765-1802 INSPECTION - [0 FOUNDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATIOWCAULKING [L FRAMING / RAPP [ ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: is a C h r -,w4t f rte" y DATE LV�l INSPECTOR �f qloo` Of SOUlyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPEC ON ' [ ] F NDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND- [ ] INSULATION [ FRAMING /STR_,�__P ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: 6A� t1i �iWd w�;? DATE AA41 INSPECTOR �aOF 50UTy� = f # TOWN -OF SOUTHOLD BUILDING IbEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-21SID < [ =] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE &-CHIMNEY - [ ] -FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �apF SOUTyO - f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. ] FOUNDATION•2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [v ] FIREPLACE & CHIMNEY [ ], FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT`PENETRATION' [ - ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � _• r � �- ✓ � Uro � ��"• DATE 2-�I row . - INSPECTOR laF SOUIy� TOWN'OF SOUTHOLD BUILDING DEPT. rouNn 765-1602 INSPECTION [ ] FOUNDATION IST ` [XROUH PLBG. FOUNDATION2ND [ ATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY ' ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O f .�. REMARKS: � mf OT ioV-Vfiiv DATE INSPECTOR r,qjf SO q /2'/ 00 xs-o ti o # # TOWW OF SOUTHOLD BUILDING DEPT. °ycourm N�' 765-1802 INSPECTION- FOUNDATION-1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ' ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) 4W446, [ ] CODE VIOLATION ] PRE C/O �� )®� REMARKS: /or f r .L.) rver �- aw 7Z772o)' SV DATE lL INSPECTOR ., s'® � '�.�-~°-``_`�� ~��? I� �t I�� tt_j)��'s `E f I� 1�i ��f r��`�J7=��s�+'�- �-I•=--�f��--j� 1� �i��tires 1105 91IontaukNighuV,Suite C, East Patchogue,New Tork11772 1-844-TO,9*LOT (631)207-FOAM www.SirToamALot com Greg Ross Ross Brothers Construction Date 11/22/19 Job Address: 2100 Jackson Street New Suffolk Phone number: 516 322 7619 Email: gregross@rossbrosconstruction.com Spray 7.5" of closed cell spray foam on the underside of roof sheathing with an R-value of R-51.75 Spray 2" of closed cell spray foam on first and second floor 2x6 exterior walls, box beam and gable walls with an R-Value of R-13.8 Spray 3" of closed cell spray foam on first and second floor 2x4 exterior walls, box beam and gable walls with an R-Value of R-20.7 Spray 3"of closed cell spray foam on crawl space ceiling and perimeter Rim joist with an R- Value of R-20.7 Spray 4.5"of closed cell spray foam on garage ceiling and perimeter Rim joist with an R-Value of R-31 Spray low density foam around windows and doors and. Install fire caulking to code Thank you, Robert lannaccone President G',* .__._. ,. ,�� NDATION (IST) a,'FOUNDATION (2ND) � y� ROUGH FRAMING INSULATION �-I ill I ►��, � i�1 �� , ` ,� • • STATE ENERGY CODE �1 ye _"• _ • B \- - s T � l v l pC TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT you have or need the following,before applying? TOWN HALL D Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 _ Planning Board approval FAX: (631) 765-9502 Pa - 1 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form TOWN OF SOUTid N.Y.S.D.E.C. Trustees Flood Permit Examined .20 Storm-Water Assessment Form / L Contact: Approved l ,20� Mail to- Disapproved a/c C Ld Phone: i Expiration 20 D�\ /7 { I g Buil pector Bu -- - - --- =-- 1 --._' APPLICATION L- OCT 201 FOR BUILDING PERMIT PI �,I)ING DF Date___10 , 20 /T_ INSTRUCTIONS a, his application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla , 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig atu. f icant or me if a corporation) (Mailing address of a plican State whether a plicant is owner, lessee, en architect, ngineer, general contractor, electrician,plumber or builder /24 Name of owner of premises (As on the tax roll or I est 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 w ich proposed work will be done: AL)��Z/ l� S' House Number Street Hamlet County Tax Ma No. 1000 Section P on l Subdivision � � , � � Lot �. F,iledMap,No-: I-<. Lo 2. State existing use and occupancy of pr,,emiases:andkintended use-and,eepupancy of proposed nstruction: a. Existing use and occupancy t'r -� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition, Other Work (Description) 4. Estimated Cost Fee (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 �� 1 Rear 5 I Depth Height Number of Stories 1 gyp} Dimensions ist Acre-with alterations or additions; Front - Rear Depth $3 Height -24' Number of Stories �2- , # 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories w; 9. Size of lot: Front 02/ " Rear /, .�, f / Depth —a7 ✓lU�4� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO xV 13. Will lot be re-graded? YES NO_,&l_Will excess fill be removed from premises? YES NO f � ,, �,, 14. Names of Owner of remises Address h& d0 Phone No. r 73V X503 Name of Architect 6M— Address,-�&,s' �'��Phone No/g31- �17" -753s Name of Contractorpelss Address 460&Phone No.(oil- 11,P �4J YJL7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO -h7 * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS_ ''! * IF YES, D.E.C. PERMITS MAY BE REQUIRED. agj 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 NOS * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF-5j� being duly sworn, deposes and says that(s)he is the applicant (Nam of individual signing contract) above named, / (S)He is theAd!� (C ntractor, gen 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 o before me this day of Is 201 L &A(X Notary Public �I�NIE D.BUNC Notary Public,state of Now York Signa e o Want No.01 BU618W50 Qualified in suffolk County Commission Expires APn1 14,222-ao Scott A. Russell ��°SUFE STO]E Al WAs T]EI SUPERVISOR z I��l[A\NA\cG]EI��1[]EN`]C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) I. ' DOES THIS 'PROJECT INVOLVE ANY OF THE FOLJL01WINC: if rCHECi< ALL THAT APPLY) f Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more �I than 5,000 square feet of ground surface. �r ❑ B. Excavation or filling involving more than 200 cubic yards of material ;I i within any parcel or any contiguous area. ❑[V C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach_, bluff or coastal i) erosion hazard area. ❑f E. Site preparation within the one-hundred-year floodplain as,depicted it on FIRM Map of any watercourse. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes it in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP I 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 wit)z your Building Permit Application. S.C.T.M. #: 1000 Date: APPLICANT- (Property Ownei,Design Professional,Agent,Contractor,Other) I District NAME Pe Blostk /J�`��Lot/+M.) ck II '* FOR BUILDING DEPARTMENT USE ONLY tf Contact Information 1' ' 757i I %j i lT,kpha„c lumbq) � ' � — — — — — — — — — — — — - - - i Reviewed By: ' Date: I C—) Property Address / Location of Construction Work: I — — — — — — — — — — _ — _ — — — �II j Approved for processing Building Permit. zvew � Stormwater Management Control Plan Not Required. I Stormwater Management Control Plan is Required.0 1/ El _ (Forward to Engineering Department for Revie�Nj i! FORM * SMCP-TOS MAY 2014 � 7 A PPLIC AN I S.C.T.M. 1000 �y� (Property Owner. Professional, gent.Contractor,Other) e� --�- aQSU fr CHAPTER 1 ER 236 �_ //1�o �L Stormwater Management Control Plan CHECK LIST nME � fi`'�� Section E31ock Lot `� z SIM C P -Plan Requirements: Provide ONE copy of the Building Permit Application. �.� ' Date: o * The applicant must provide a Complete Explanation and/or Reason for not providing , P� �fl> � all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST if You answered No or NA to any )tem, Please Provide Justification Here! show all of the followin items: YE NO NA g If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries =IF— IF— b. Total Site Acreage. 0� c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §2:16-17(C.K2) NAGE jNSpFCTj0pJS E REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Kratei. DRAing at - 6I before e. Limits of Clearing & Area of Proposed Land Disturbance. 0 on f. Existing& Proposed Contours of the Site (Minimum z Intervals) 0 Bac t g. Location of all existing & proposed structures, roads, that the drainage has been ms—upcil to Code driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. I Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). 0 ROLS Shall ificlude but nl.Location of all proposed erosion&sediment control measures. O e ICnited t0: A w@11 2. Stormwater Management Control Plan must include Calculations showing acne onstruction Entrance that the stormwaiet improvements are sized to capture,store,and infiltrate VVIltMI e I t Fencing,stabilizati on-site the run-off from all impervious surfaces generated by a two(21 inch Seeding ot exposed and/or inactive soil-S. rainfall/storm event. 3. Details&Sectional Dra%k Ings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: _ a. Erosion & Sediment Controls. 0 b. Construction Entrance& Site Access. 0 c. Inlet Drainage Structures (e g catch basins,trench drains,etc.) d. Leaching Structures (e-g infiltration basins.swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY T. Additional Information is Required. - } i Appr Revieped & I Stormwater Management Control Plhn is Not Complete -P.' ; Approved By — — — _ _ _ _ _ 11, Stormwater Management Control Plan is Complete. ' Date: �c ! SMCP has been approved by the Engineering Depart mentJ ------- - ------ -------- -- ---------------------------------------------------------- FORM SWCP Check List -TOS MAY 2014 - -------------"----- - - -, UIt,DING DEPARTMENT- Electrical Irasect®r TOWN OF SOUTHOLD 0� Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Te160hone (531) 755-1302 FAX (631) 765-9502 ~r® err southoldtownn ov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN F TI (Ail information Required) Date: I� Company Name: Name: License No.:�gq - M_ email: C �170 4n rnaIJ .C Address. Phone No.: JOB SITE ATS (All In armation Requ' ed) Name: U yyj _- Address: p C On Cross Street: Phone No.: t q Bldg.Permit M ' email Tax Map District, 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) j-- �U&�o� yr AY) Circle All That Apply: Is job ready for inspection?: YE Rough In Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Deters Old Deter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 N Frame Pole Work done on Service? Y N Additional Information: PAYMENT DILE WITH APPLICATION Request for inspection FormAs BUILDING DEPARTMENT- Electrical Inspector , 0 ,� X019 TOWN OF SOUTHOLD Town Hall Annex - 54'75'M 'in Road - PO' Box 1179 {'{ F Southold, New York 1,1971-0959 � o Telephone (63'10 765-1802 - FAX,(631) 765-9502 ro err southoldtownny.gov seand(a�southoldtownny.gov APPLICA T ION FOR ELECTRICAL INSPECTION iELECTRICIAN (IFOI;It %Ti01 .Aliincrrna , . eq rcc:, Die Y Company I'Jame n Name: License No 3soi 1 -AF Gil cii' Address� Y� `��g C��tL��?�' ��✓ �l�iS Phone No.- Gig JOB SITE INFORMATION (All In ormation Requ ed) Name \J/A )1Y)�< Address: l p� ��C Cross Street: }h Phone No . Bldg.Permit #- �,xc_} email -C�-�� nak1- C Tax Map District: 1000 Section: Block Lot. BRIEF DESCRIPTION OF WORK (Please Print Clearly) ej rovgov� L11Y1�rr -��,/ l L� Lo l-�-l V-1�/ Circle All That Apply: Is job ready for inspection?. YE Rough Inj Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size. __A # Meters Old Meter# New Service - Fire Reconnect - Floo&R�connect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2_F H Frame Pole Work done on Service? Y N Additional Information: ' n PAYMENT DUE WITH APPLICATION _. \h�. G6 Request for Inspection Form xis �10\ PERMIT# Ad-dress: Switches t Z f Outlets GFI's Surface �1 Sconces G HH's'I,K� t to �( fill UC Lts` Fans f Fridge HW f Exhaust ( Oven Dryer Smokes DW Service Carbon Micro Generator Combo 2 Cooktop Transfer AC I i 2 AH_ Mini , G Special: Comments GA Ife c� ®,� Town Hall Annex Telephone(631-1802 54375 Main Road -< S; Fax(631) 734-9502 P. O Box 1179 o z N Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Iq Owner: oOl�'YL/� �� •�%'L. Location of Property: �� i S' �7 . 6V Please take notice that the (check applicable line): New'residential structure ' Addition to existing residential s(ructure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction.(PM Timber construction (TC) in the followin�'iocation(s) (check applicable line): !/ Elgor framing, induding girders and beams (F) Roof framing (R) Floor and roof framing (FR) ' Si9 nature: S Name.(person lbmiLg this form): Capacity(check applicable line): ' Owner ! Owner representative TrussResRegI5.docx Effective 1/1/2015 6" DIAMETER EFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE- .-• ._.._ . .... _ . ... _._._ ..._._ --•--._. DESIGNATION-OF CONISTRUCTIONI (PMS) 9487 TYPE BASED ON SECTION 602 OF THE,BUILDING CODE OF NEIN YORK STATE 2" MIN_ REFLECTIVE WHITE R 1!2" STROKE '••,•. : ' --____�,.`:..._ .._ ::��s�ori�eoiv�'o�'-'s'ritt�s;�rctlydt •` .. .._.__._ ____._ ..._�_._._M.'�_ ' ___ CCiMPONENTS THAT ARt'OF TRUSS CONSTRUCT- JON "F" FLOOR FRAMING,-fN,CLUDikG GIRDERS%ANl3 BF./�EdS:• ' "R'' ROOF PRAMING -FR" FLOOR AND ROOF ORAfil 11(6 _ • �` TRUSS fDB\fflRCNTl.CN-SlG N. .�• COMPUANCEWTH 19 aW.lilll-\P!"lil l J?? . WrMSrxE 1 acvrsral� SLE TRUSS IDENTIFICATRON SISI DATE:03(ff2DO5 ' NEW YORK STATE DEPARTMENT 'OF STATE DIVISION OF CODE ENFORCEWENT �. AND ADMINISTRATION- Karen Szczotka From: dec.sm.dep.r1 <dep.r1 @dec.ny.gov> Sent: Thursday, June 14, 2018 2:28 PM To: Karen Szczotka Subject: RE: No Jurisdiction Attachments: TW jurisdictional checklist.pdf;Application form.pdf Dec does not require anyone to apply for a No Jurisdiction letter, we issue them as a courtesy. Below is some information regarding obtaining these letters. Tidal Wetlands Act jurisdiction extends 300 feet landward of any tidal waters/wetlands. Jurisdiction can be limited by a substantial man made structure (i.e. bulkhead, seawall, road) that: 1) is 100 feet in length; 2) has existed since August 20 1977 and; 3) has remained functional. Jurisdiction can be limited if these three criteria are met. We have enclosed our jurisdictional checklist and application form for your use in obtaining a No-Jurisdiction letter. Please carefully follow the checklist to avoid processing delays. If you have questions you can contact a Duty Analyst on Wednesdays or Fridays between 8:30 am and 3:00 pm at 631-444-0355. If you believe a permit is necessary, please contact our office for an application checklist. Region 1 Email Custodian New York State Department of Environmental Conservation Agh From: Karen Szczotka [mailto:Karen@ribrownarchitect.com] Sent:Thursday,June 14, 2018 2:20 PM To: dec.sm.dep.rl<dep.rl@dec.ny.gov> Subject: No Jurisdiction F-11),I MI— r, Good afternoon, We are working on a project out in New Suffolk and we are beyond the 30o' requirement of tidal wetlands. The Health Department is asking for preliminary approvals which in this case is not necessary. How do we proceed? Do we have to apply for a letter of No jurisdiction anyway? Thank you in advance. -Karen i Karen Szczotka Agent for Robert I Brown, Architect PC 205 Bay Ave. Greenport, NY 11944 Phone: 631-477-9752 Fax: 631-477-0973 karen@ribrow narchitect.coin o 2 Michael J.Domino,President �� / Town Hall Annex John M.Bredemeyer III,Vice-President �'' �0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith CA Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 17, 2018 Robert I. Brown Architect P.C. 205 Bay Avenue Greenport, NY 11944 RE: SPEYER, JL.& KL IRR. LIVING GRIT TRUST 2100 JACKSON STREET, NEW SUFFOLK SCTM#: 1000-117-10-18.1&18.2 Dear Mr. Brown: The Southold Town Board of Trustees reviewed your letter dated June 1.4, 2018 and the site plan prepared by you dated June 14, 2018, and determined that the proposed addition of a second floor over the garage to include two (2) bedrooms and a bathroom is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. - Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion, Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to.. Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is nota determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 4y- Michael J. Domino, President Board of Trustees MJD:dd , 6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 24, 2018 TO: Robert Brown (Speyer) 205 Bay Avenue Greenport,NY 11944 Please take notice that your application dated October 10, 2018: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 2100 Jackson Street,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 10 Lot 18.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 43,227 sq. ft. lot with two front yards in the Residential R-40 District, is not permitted pursuant to Chapter 280- Bulk Schedule, which requires a front yard setback of 50 feet. The site plan notes a front yard setback of 22'1" (Jackson Street) and a front yard setback of±32 feet (Fourth Street). 121�� Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. •ry BOARD MEMBERS SOF S0!! Southold Town Hall Leslie Kanes Weisman,Chairperson, ly0 53095 Main Road -P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoCOU Southold,NY 11971 DD http://southoldtownny.gov MAY - 1 2019 ZONING BOARD OF APPEALS RECEIVE® TOWN OF SOUTHOLD �;16 0 3:YO$YK .- Tel.(631)765-1809--Fax(631)765-9064 MAY - 1 2019 TOWN OF SOUT110ILD FINDINGS, DELIBERATIONS AND DETERMINAT CEMNDU old Town Clerk MEETING OF APRIL 25, 2019 ZBA FILE: 47260 NAME OF APPLICANT: Jim and Karen Speyer PROPERTY LOCATION: 2100 Jackson Street,New.Suffolk,NY SCTM No. 1000-117-10-18.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply'dated November 26, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 9, 2019. 'Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available to us, it is recommended that the action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 43,227 square foot lot located in a R- 40 Residential Zoning District. The northerly property line fronting Jackson Street measures 102.21 feet,the easterly property line measures 350.78 feet,the southerly property line fronting the Great Peconic Bay measures 123.01 and the westerly property line fronting Fourth Street measures 361.67 feet. The property is improved with a ,two-story frame dwelling with a covered porch attached to the rear of the dwelling a covered porch attached to a one story garage, and a frame shed as shown on a survey map prepared by Kenneth M. Woychuk, LS, revised January 3, 2019. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-14 and the Building Inspector's September 19, 2018 Notice of Disapproval based on an application for a permit to construct'additions and alterations to an existing single-family dwelling, at: 1) less than the code required minimum front yard setback of 50 feet (Fourth Street);�at: 2100 Jackson Street, (Adj. to Great Peconic Bay)New Suffolk,NY. SCTM#1000-117- 10-18.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single-family dwelling, on this 43,227 square foot lot with two front yards in the Residential R-40 Zoning District, Page 2', April 25, 2019 #7260, Speyer SCTM No. 1'000-117-10-18.1 w a which is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a front yard setback of 50 feet. The site plan prepared by Robert I. Brown, Architect, last revised April 3, 2019 notes a front yard setback of 22.1 feet (Jackson Street) and a front yard setback of+or-32 feet(Fourth Street). The applicant wishes to remove the garage roof to add a second floor to include two bedrooms and one bathroom and to also enclose the open porch and breezeway that connects the house to the garage to create a studio for the owner to play the harp and to conduct harp music lessons on the ground floor. ADDITIONAL INFORMATION: The pre-existing structures located on this corner lot (two front yard setbacks) has pre-existing setbacks and on March 9, 2006 this Board granted an application to allow the reconstruction of pre-existing non-conforming sections of the as built dwelling (ZBA#5819). The applicant will also replace and upgrade the septic system as shown on the site plan submitted by Robert I Brown,Architect, PC. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood consists of many homes that, over time, have undergone renovations as families have grown or owners have turned their seasonal cottages into full- time year-round homes. Non-conforming front yard setbacks are common throughout the neighborhood and many of them have been granted variances relief for proposed additions and alterations similar to what the applicant proposes 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible - -____ for the applicant to-ptirsue,-other than an area variance.---The existing-home and attached garage on this comer lot - already has two non-conforming front yard setbacks, so any additions over that footprint would require variance relief. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial at 55.8% relief from the code relative to the front yard setback on Jackson Street and at 36% relief relative to the front yard setback on Fourth Street. However, all but approximately 200 sq. ft. of the proposed additions and alterations will maintain the same non-conforming front yard setbacks. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The applicant proposes to upgrade the existing septic system. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town, Law X267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, April 25, 2019 #7260, Speyer SCTM No. 1000-117-10-18.1 RESOLUTION OF THE BOARD: In'considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variances as applied for, and shown on the site plan prepared by Robert 1. Brown. Architect, PC, last revised April 3, 2019, and on the architectural plans by Robert Brown,Architect,P.C. dated November 5,2017 and labeled foundation plan, first floor plan, second floor plan, and North, South and East elevations. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install'an upgraded waste water treatment system as approved by the Suffolk County Department of Health. 2. The remaining section of the attached garage as shown on the First Floor Plan by Robert Brown, Architect, dated November 5,2017 shall remain non-habitable and unconditioned space. That the above conditions be written-into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback-or other feature-of the subject-property-that-may-violate the Zoning Code, other than-such uses,--.---- -------•- setbacks and other features as are expressly addressed in this action: _ J If the Building Department determines that the construction of additions and alterations, as described in this determination, exceed the scope of the approvals granted herein, or a demolition has occurred, the Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing,'to modify, suspend or, revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with'the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written r Page 4, April 25, 2019 #7260, Speyer SCTM No. 1000-117-10-18.1 request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora and Lehnert. (4-0) (Member Dantes was absent) slie Kane Weisman, Chairperson Approved for filing /2019/2019 0 TOWN Or gODTBOLD,NEW YORK DATE JD!jy 3, 1979 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2553 Dated May 23, 1979 ACTION OF THE ZONING BOARD OF APPEAW OF THE TOWN OF SOUTHOLD To Walter E. and Ruth H. Glasser Appellant Jackson Street New Suffolk, New York (Abigail A. Wickham, as attorney) at a meeting of the Zoning Board of Appeals on June 14, 1979 the appy was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (}� Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( } be granted ( ) be denied pursuant to Article .................... Section ..........._.._.. Subsection .......--._ paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:50 P.M. (D.S.T.) Upon application of Walter H. and Ruth H. Glasser, Jackson Street, New Suffolk, New York, (Abigail A. Wickham, as attorney) , for a variance to the Zoning Ordinanbe, Article III, Section 100-30 and Bulk Parking Schedule for permission to divide property with insufficient area and for permission to convert garage to a dwelling with insufficient front yard setback. Location of property: Jackson Street, New Suffolk, New York, bounded on the north by Jackson Street; east by Third Street; south by Great Peconic Bay; west by Fourth Street. Z. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance(would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all propart(es alike in the immediate vicinity of this property and in the same use district bemuse SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and' (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and I that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. i SEE REVERSE APPRD��D ZONING BOARD OF APPEALS FORM ZB4 Chailmail rd of A s After investigation and inspection the Board finds that the appli- cants are the owners of a parcel of land containing approximately 70,500 square feet and the proposal is to divide the property into two building parcels., The first lot to be created will contain approxi- mately 42,000 square feet and will contain the existing dwelling. The second parcel will contain approximately 28,500 square feet. The parcel containing 28,500 square feet presently contains a four car garage which the applicants-wish tcs attach to an addition for a residence.- They wish• to use fifty percent of the garage for living quarters. -The Board agrees with the reasoning of the applicants. The surrounding blocks in New Suffolk all contain much smaller lots than what is being created in this application. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of the•neighborhood and will observe the spirit of the Ordinance. On motion by Mr. Gillispie, seconded by Mr. Grigonis, it was RESOLVED, that Walter E. Glasser and Ruth H. Glasser, Jackson Street, New Suffolk, New York, be- GRANTED permission to divide property with insufficient area and be GRANTED permission to convert garage to a dwelling With insufficient front yard setback. Location of property: Jackson Street, New Suffolk, New York# bounded on the north by Jackson 'Street, east by Third Street; south by Great Peconic Bay; west by Fourth 'Sikoet, subject to the following conditions: (1) -The applicant shall furnish a current survey showing the b! exact division of the property. (2) The addition to the garage shall be no closer than 20 feet to the division line ori the westerly boundary. (3) The addition to the garage shall be no closer-than 50 feet to Jackson Street. (4) No building shall be closer than 5 feet to Third Street. (5) No more than 50 percent of the existing garage shall be converted to living quarters when the addition is added to it. (6) There shall be no further subdivision of the two lots being created by this application. (7) Approval of the Suffolk County Planning Commission. Vote of• the Board: Ayes: Messrs: Gillispie, Grigonis,-Tuthill and Douglass. ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info -.ribrownarchitect.com Transmittal Date: October 10, 2018 To: Southold Town Building Department Re: Speyer Residence application 2100 Jackson Street, New Suffolk, NY Enclosed please find building permit application for the above residence. The following documentation is enclosed: • Building permit application form • Notice of Truss Type • Application for Certificate of Occupancy • Receipt of Town Septic Permit • Letter dated July 17`h, 2017 from Town Trustees of No Jurisdiction • Email from NYSDEC letter not required • SCDHS Permit Conditions with approved Site Plan • Survey by Kenneth Woychuk Land Surveying dated April 18, 2018 • Stormwater Management worksheet with two Site Plans attached. • 4 Copies of Speyer residence plans Thank you, Robert I. Brown Architect, PC Hand delivered by KS ®��OF SO(/ry®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q IyCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 29, 2020 JL Speyer 450 West End Avenue, 3A New York, New York 10024 RE: 2100 Jackson Street, New Suffolk TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. 7-7 Q0 A fee of$50.00. Final Survey with Health Dept. Approval e— i d Plumbers Solder Certificate or Pex AffidavitYk �V 1�ps *Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Placard VFR required. Energy Test Results required. Letter stating soil stabilization has been completed. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43842-Z Additions/Alterations ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT' NY 11944 631-477-9752 FAX 631-477-0973 info(@ribrownarchitect.com Transmittal Date: July 6, 2020 To: Building Department Town of Southold Re: Speyer Residence Enclosed please find an original copy of SCDHS final approved site plan for Speyer Residence. r D) JUL - 9 2020 BU11DING DEPT. Thank you, �JTHOLD Robert I. Brown Architect, PC JACKSON STREET ' (PUBLIC WATER IN STREET) OF PAVEHT)R TEST HOLE 12/12/2017 S 85'22'00" EBROWN LOAM OL - NEW 1000 GAL SEPTIC TANK 1 0. 120.21' FOUND 202.21' TO THIRD STREET FENCE PPE BROWN 51LT ML 1.1w. — —-LLS- -- 3 0' (5)NEW 65'X475'X25'1) LEACHING GALLEYS A r 0 ` i- BROWN FINE WATER AND POWER TO 1312 5AND 5P RUN FROM MAIN HOU5E ULTILITIE5 TO MAIN HOUSE MIN 20'FROM PROPOSED 7 4' SEPTIC SYSTEM WATER IN BROWN NNE SAND SP / PROP05ED NEW LEACHING I yWA1tRINBROWN I En „cwu I ----- GALLEY 5EPTIC CLAYEY SAND 5C �� RENOVATED GARAGE CONLY 1 O O' EXISTING 2 STORY FRAME HOUSE I b 1 1 1 I 1 Z TINJ 1 ER WATER SEROC WA I ER IN 0BROWN FINE Q1FENw \ ------ --_� I SAND 5P I 0 --- ATrACHMENT( \ ' `�/ {�- •j /- WAICK ENCOUNItRED 7.4' BtLOW 5URFACE — 9 EXISTING SEPTIC SYSTEM FOR HOU5E TO REMA (15 REF NO / ' ffM=�VATIIM QUffmR I O-OS- 205)FEN« ft&TH DEPAwrww I / / LUNLK[IC ISI PRELA5I 6'G'+49'.2'6' IOOOGAI PRtCA5[ COVER LEACnING GALLEYS REC AN ULAR SEP IC IAN/, 1` MINIMUM GLOLF INC CA5TING BEI OW GRADEGRADt CL nAL1.CIIL UALnING w rU0 . -. , TO GKAUi GKA I mI IC n I le n i W R 4'!,UK ,II'VL iu "_1I CI'I 4 WALIC,INCMINIMUMy V UI[ SICK 71 UI't /�I'CK nBOVt wAftI ,001 n 1'001 r Atllt WAICK IAtlLC cleanout must be installed--on the- � ELI 5 septic tank inlet waste line.Ali utilities I--- ---4---- ---- -- --- --- , require a 5ft minimum separation to SEPTIC SYSTEM CRO55-5ECTION 9NOT TO 5CALE2 BEDROOMS 1000 GAL 5EPTIC TANK the septic system. a o o GE(S) o I C) BY Suffolk C=tY D-Wrtment of Health Serheft 10 a SUVFO COUNTY DEPARTMENT OF MALITH SERVICES PHRMFr FOR OVAL OF COMMLIMON FOA1 7 SEAWARD EDGE OF EXISITN LAW DATEITID I I Ul 1i; "No. ft1®—' j U-0077 APPROVED , I FOR �BEWMFOOMS MMRYMIR 9 FROM I AIM Of AIM®VAI, I I SITE PLANWF _ _ — — BASED ON SURVEY BY U.1 — — KENNETH M. WOYCHUK, LAND o , 41 r 3 SURVEYING PLLC, o o APRIL 18, 2018 o �=v o 5CTM NO, 1000- 1 1 7- 1 0- 1 8. 1 o �� ELEVATION DATUM: NAVD88 2 r;A,ER APPS�'"E z°•z°" --"-- LOT 1 8. 1 : 43,227 5 E --- -- - 123.01' ------------------- g 89'33'32" W GREAT PECONIC BAY SPEYER RESIDENCE 2100 JACKSON STREET, NEW SUFFOLK, NY JUNE 14' 2o18 IV-1I= IT IS A VIOLATION OF THE FLED AR SCALE: 1" = 30' LAW FOR NY PERSON, ��S��RT I.eq ti F UNLESS ACTING UNDER THE Robert 1. Brown `�` DIRECTION OF A LICENSED _ ;� ARCHITECT,TO ALTER ANY ITEM 014 THIS DRAWING IN Architect, P.C. ANY WAY ANY ALTHORIZED - �� ALTERATION MUST BE S .� 1 s n 16341 Q 205 Bax Ave. Greenport NY n5 ;,E �; M NOTED,SEALED,AND .IO info@ribrownarchitect.com = : ? 6�E5';RIDET�IEtACC®R®ALICE FNS V 631-477-9752 YYi ��{e t THE LAW IT iSPNIMATICINHDF THE USF?`: s 1 I I I b _ 2 b PROPOSED BEDROOM - _.. DN - - M i 2_3' PROPOSED BEDROOM _ -•� I E, , i ., 7 p�T I.g �T -— —— - -- / Ll v' b 3. ,/ /,� - ----- ----- ,- ----- -- ---- - -- - - -——-- - -- ---- -- - - - - - '9' 6341 �oQ'�" ECJ / 30-3" ' SPEYER RESIDENCE 2100 JACKSON STREET, NEW SUFFOLK, NY - - ug 10, 2017 SCALE: 1/4" = 1'0" IT IS fkV!C?LATIOM OF THE LAIVIF OP N PERSON, =: Robert I. Brown �.INLESS ACTING UNDER THE SECOND FLOOR PLAN -,CEMrC.TIEGCMTOALLTICEER ® Architect, P.C. _ IT's A� 01',3 THIS L��:,�aVVI oda ISI SCALE: 114" = I'-O" AI4,M1f VV9M Al 1Y A-t -ORIZED -2o Bax Ave. Greenport NY ! AIL iA: r`I`gm NI r:P�aT EE 55 i' //� � , •` / EXISTING EXCEPT AS VOTED NOTED,SEALED, •• j into@ribrownarchrtect.com , a o� �EIN ACORDANCE 631-477-9752 , .� p JACKSON STREET (PUBLIC WATER IN STREET Of PAYDUR DWELLINGS w/ S 85'22'00" E NEW 1000 GAL SEPTIC TANK DWELLINGS w/ 120'x' PUBLIC WATER , � PUBLIC WATER F111150' wiMA 150' I 1 2's 1,1y, oMcure l PRt VE � 5) NEW 8.5' x 4,75' x 2.5' D. -�- p �.•;I„L;.D LEACHING GALLEYS. EDMew.Di a D Dtl UUa � I] KMC�M uu. nD14�MI1nC It�.�I!!!! N / o / F KAREN L. SPEYER IRREVOCABLE r yLl I I 1 1 1 LIVING GRIT TRUST • EXISTING 2 STORY FRA11E HOUSE +•1 •� NOTE: TAX PARCELS 18. 1 Z WATEEXISR N E>< 18.2 ARE NOT MERGED � ArE _� SERVIC I ODM I3 )e ,– EK_�. WATER AND POWER TO BE RUN FROM MAIN HOUSE. ULTILITIE5 TO MAIN HOUSE — — sMIN 20' FROM PROPOSED EXISTI G SEPTIC SYSTE�✓l�' SEPTIC SYSTEM FOR H USE TO REMAIN (HSR F NO, 13,4 0-05-0205) PROPOSED NEW LEACHING GALLEY SEPTIC SYSTEM FOR RENOVATED GARAGE ONLY DRAINAGE CALCULATIONS: w / x i TOTAL NEW CONSTRUCTION 928.2 SF. 928.2 x 0. 17 = 157.8 CF REQUIRED — 7 PROVIDE (10 8' DIA x 4' D DRYWELL @ I G8.9 CF s O O — — W O 6 6 - -- U U N � SEAWARD EDGE OF E•XISRN LAW I i BASED ON SURVEY BY KENNETH M. WOYCHUK, LAND SURVEYING PLLC. DATED: APRIL 18, 2018 REVISED: 03 APRIL, 2019 5CTM: 1000- 1 1 7- 10- 18. 1 ELEVATION DATUM: NAVD88 S AREA: 43,227 5F (0.99 AC) _ 4-- 3 Bldg Dept copy from ZBA o 8 Final reviewed dpct�ments c ZBA File# ((Oo o2r` Date: / '/ O �'� � TE uNE ALONG APYNt[NT J MCN WATER YME(ON RINE 20.7017 rE u++E ,,-, �20.2017 _ --� .l NpN WAIV 123.01N 82'17'35 W -- S 89'33'32" w SPEYER RESIDENCE RE,AT PE►G'ONIG' BAY G 2100 JACKSON STREET, NEW SUFFOLK, NY 23 JANUARY, 2019 SCALE: 1" = 30'0" Robert I. Brown SITE P „EpA= Architect, P.C. Rah, 20 Bay Ave. Greenport NY iT in o@ribrownarchitect.com Q`� o�� 0� SCALE: 1 ” = 30' 631-477-9752 2 ,, t EXISTING EXCEPT A5 NOTED ';;;} ITIS A VIOLATION OF'r1IE LAW wR ANY PERSON, „L`, •��. UNLESS ACI'INC UNDER TI IE DIRECTION OF A - n; LICENSED ARCI IITECI•.9'0 ALTER ANY n EM ONTI IIS A, NY WAY ANY AUT ALTERATION MUTBE NOTED.SEALED.AND IORIZED ` 1 •� DESCRIBED IN ACCORDANCE WITI I'rI IE LAW I yO f WD SHEATHING �- 2-8d PER SUPPORT ER 3-ad PER SUPPORT EATHING �. # BOARD ,: 5d coolers Cr "7-EDGE/10'FIELD THING WEL 8D (TABLE 3.9) 'ANELS GD 3'EDGE/G'FIELD 8D 3'EDGE/G'FIELD BOARD 5d COOlers 7'EDGE/10'FIELD 8d (TABLE 3.9) ID PANELS 8d (TABLE 3.9) WD SHEATHING 2-8d PER SUPPORT ER 3-8d PER SUPPORT ATHING d4EL5 8d G'EDGE/12'FIELD I 1 1RD SHEATHING I Od G'EDGE/G'FIELD 2-8d PER SUPPORT ER 3-8d PER SUPPORT RIDGE 1/2'5FACING RIDGE TEN3I011 STRPP ALLOIN5INSTAu,n ON1 WN INSTALLATION ER SND j ENDWALL CONNECrW TO TRANSFER SHEAR (2)16d COMMON DGE J NAILS®617 C. IA THESE PNS ARE AN INSTRUMENT OF SERVICE I'mD "Max AND ARE THE PROPERTY OF THE ARCHITECT'. JOIST Ha INFRINGEMENTS WILL BE PROSECUTED 0 WOOD DEAM PERWFCM SDC TAM 2 4 CORNER RIDGE PROVIDING 6 EA 8D COMMON NAILS 2018 ALL RIGHTS RESERVED IN EACH IID OF I-1/4.20 GAGE STRAPS FOR 120 MFH FA9TMTWIND SPEED. NOLDDOWN CRO55 SECTION END VIEW Robert I. Brown Architect, P.C. 20 Bax Ave. Greenport NY inf5o@ribrownarchitect.com PROVIDE 8.8EA d COMMON NAILS IN CH IID OF 1-1/4'a 631-477-9752 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION AT RAFRR WALL CONNEcnON(TABLE 3 313)WFCM-1995 FOR 120 MPH FA5TE5T WAND SPEED IT IS A VIOIATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING INANY WAY.ANYAUTHORIZED PtDOR ALTERATION MUST BE NOTED,SEALED,AND JgST DESCRIBED IN ACCORDANCE WITH THE LAW. 5(�RED AR�y PROVIDE 8:8d COMI.B MON NAILS IN EACH END OF 1-1/4'x RAP A ,C� 20 GAGE ST ®ROOD TO WALL,WALL WALL,AND WALL TO FOUNDATI ON CONNECTIONS(TABID 3 35) O FOR 120 MRI ON WIND 5I7M) 1 7C y r FIAOR / 341 JOIST NE ROSION &SEDIMENT CONTROLS Shall include but not be limited to: CLIENT/OWNER A well maintained Construction Entra ice, Wire Backed Silt Fencing, stabilization & JIM AND KAREN UPLIFT CONNECTIONS Seeding of exposed and/or inactive s ils. CONNECTIONS DETAIL SPEYER PROJECT TITLE RENOVATIONS N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENE5TRATION REQUIREMENT5 BY COMPONENT & ADDITIONS GLAZEDGMT BASEMENT SLAB CRAWL 2100 JACKSON STREET FLOOR ' �R N U-FACTOR FEN HTRCATTIN R VALUE WALL R-VALUE CEILING WOODFRAME MP-VALUEL R-VALUE WALL R VALUE 6 SPACE WALL N SUFFOLK �T� -VALUE DEPTH R-VALUE � it 1 0.55' 0.40 49 20 OR 13+5 5/ 13 19 10/ 13 1 O,2FT 10/ 13 DRAWING TITLE DRAINAGE INSPECTIONS ARE REQUIRED SITE PLAN Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification NOTES that the drainage has been installed to Code. F� - P APPROVAL OF STORMWATER MANAGEMENT 9 October,2o18 �120 CON'T'ROL P -TO n ode , , - , DRAWING NO. Date: Al ApprdVed by: . r �t • I ' JACKSON STREET (PUBLIC WATER IN STREET) ,- -EDGE OF PAVEMENT I I S 85022'00" E < NEW 1000 GAL SEPTIC TANK 120.21 IxFOUND 202.21' TO THIRE FENCE a 6'- ue5. CONCRETE 1.1Yl. W WASHOUT w LEACHING GALLEYS. X 2.5' I ^W EMSTING AND P OSFD 6 1:1SLAB EL 10 O± 4' a g NEW 6'DI 4'D O ❑ DR WATER AND P( i M ❑ , � / ,` I,r ori's ' P - e RUN FROM M/ i �: ,�" ► ULTILITIES TO 4'UNDERG UN DRAIN UNE �i• ;- ' , MIN 20' FROM SEPTIC 5Y5TEI EX L_-j—' PROPOSED NE GALLEY SEPTIC RENOVATED G W EXISTING 2 STORY FRAME HOUSE I Z EXISTIN °C Q WATER : SERVICER w FENCE ' � I— 1.2'W. ------ ---� EX .' 10 i EX i 9 EXISTING SEPTIC SYSTEM s FOR HOUSE TO REM_ ArKI I (HS REF NO R 10-05-0205) FENCE � 7 - co � . W - _ . . _ . . _ , � �I T� Ltl . 3 U m w / .- N ^ a s ap o0 II J9+ o I j W ^_ • / _ I I J o0 I"` 1 Z �Z r i DRAI iSEAWARD EDGE OF EXISITN LAW TOTAL NE 928.2 x PROVIDE - r Ld S.C.T.M. N0. DISTRICT. 1000 SECTION: 117 BLOCK: 10 LOT(S): 18.1 DWELLINGS W/PUBUC WATER — u.P� -------------._.._..i ............... W�.._.._.._.._.._._.._WAS ---- ------ STREET i EDGE OF PAVEMENT I S 85022'00" E a 120. PE io i 1 Vc :. 5700P S.7. IA1915 a 13 1 29 13 0 I ... ... ,•:. L caitACE°7::.;.kk: 3 2 34 22 4 :..i r. 7 :•:.. ,:::•.j.•'..".'' GF 11:1::.;;.,F 3 27 22 j ae.••.:?..;:`.? G?`.rii:,.,`.;;::?;.;'•:::Y{:},.:':.:?•ii.':•:;; 0 4 20 14.5 j 5 1 ae"�:'iiii.:'so4='•i:.i:;;`: 5 4 22 LAND N/F DWELLINGS ••"•••••••DWELLING 2100_.i•'•:••i:i t0 A :.: W/PUBLLC WATER L.._.. wM' : FFL 11.4:i� ::S i'•:••� KAREN L SPEYER IRREVOCABLE -+-150• •:.'.':;:iii.'.... � LIVING GRIT TRUST WATER : ;;•}.i.'.';:,::;.`•?:;;;:.:i;:+.ii`:::. 16.1' j SERVICE •.:..:igg•.:'(:,,:.i;i::;i'::i..::'•'15.7':rr:"' CONC/BRICK NOiE:TAX PARCELS 18.1 h 18.2 I PATIO ARE NOT MERGED j 4.6' EL 10.2 VACANT 6 DWELLINGS ">,;,i. W/DRY GARAGE i3 ENT 'ixi SH.. 82' I W/PUBLIC WATER O-I� I 100' .,– 10 PORCH O M 02 1 02 7 B O I O I J � s 8 I 3 1 I I I� Ir, Iwr, 7 IhL+I I� I 1 Icy IE" 11y W I O 6 o ;Pr 4 O O 00 O i i i 4 W.v.i 4 �L _ G� ? ,(? iq TIE LINES ALONG MHW 'J123.01' S S9033132" W GREAT PECONIC BAY correct dimension typo along Jackson St. 06-01-20 FINAL SURVEY 02-16-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 0 40 80 120 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS REVISED 01-03-- AND OR DATA OBTAINED FROM OTHERS AREA: 43,227 SQ.FT. or 0.99 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTYCERTIFIED TO: JAMES & KAREN SPEYER; MAP OF: FILED: SITUATED AT: NEW SUFFOLK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-39-2 SCALE: I"=40' DATE:APRIL 18, 2018 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Aoychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 117 BLOCK: 10 LOT(S): 18.1 DWELLINGS W/PUBIJC WATER 150' AN U.P W .._.._.._.._.._.._.._ AN'-' JACKSON STREE� ® PAYMENT EDGE OF S 85°22'00" E 120. IPE 10 i — — sp s.r. 1 I ❑ `:::;::':?;.•}:..'= 2i S.T.34.5 12 B 1 Q C c 3 2 34 22 ;;� G4RA$E•.;{:i�3 4 3 27 22 :•.•;7• i:.E:•ri2Z.g'.}.;;;:::::::s..CF 11;1:.;;;'+ S D.6::,:ji`,;:;::'rli."::'...:.;,. .::•i:::.r:•:'•::::.;:.r.. 4 20 14.5 DO�HGL ;•:v:..+••+'ri+•'::.:._r':::r'':.;•::�:•:;'::::• g LAND N/F DWELLINGS 68`E=:":':•Jos°ti::.,<:r': 5 14 2 W.M. '':'•ri':'DWE111NG 2100`:}r:;:::ii rn A OF W/PUBLIC WATER L.._.. .._.. o KAREN L SPEYER IRREVOCABLE f-1S0. �.:i:r;;ii•.FFL..11.4:;:•:;;;':}•;.i::,, LIVING GRIT TRUST _ WATERi;::::::?:.r.;{•'i.:: 16.1' z SERVICE .. tli.7::• CONC/BRICK NOTE TAX PARCELS 78.1 & iB.2 •r.:., i:ii:G•:;;:;:i>`"•';.':'':• ... ARE NOT MERGED PATIO g k 4.8' I EL 10.2 VACANT GI EM :;::;`.; 6 W/DRY GARAGE DWEWNGS 10 \O +Y` W/PUBUT WATER 0 IOD' 10 CCPORCH/ 4 � O I M W I0a7 9 O I O I 6 6 I g I I I I&-4 I� I� 7 I� I� I I Icy I� Ily W I _ O o 6 0 00 0 O sfAWARn EDGE OF Ewsrmc LuvnCD -- \ t > \ Cn . 0 & I e aj�m x co) 11'm ® W.V. CO C:J C � MZ -n 9` GU Rai I tv IV C Dom° � 91 � ( �� TIE LDlrs ALDwD IIHw ® i ®� ° 1 1 V V 12 3.01 ® ;� J1-fl1 co S 89 33 32 < M co GREAT PECONIC BAY correct dimension typo along Jackson St. 06-01-20 FINAL SURVEY 02-16-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 01-03-19 0 40 80 120 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 43,227 SQ.FT. or 0.99 ACRES ELEVA77ON DATUM: -NAVD88 ----------- UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUEfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JAMES & KAREN SPEYER; MAP OF: FILED: SITUATED AT: NEW SUFFOLK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design SUFFOLK COUNTY, NEW YORK n! r � P.O. Box 153 Aquebogue, New York 1 931 FILE # 18-39-2 SCALE: I"=40' DATE:APRIL 18, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M.# DISTRICT 1000 SECTION 117 BLOCK 10 LOT 18. 1 & 18.2 DWELLINGS W/PUBLIC WATER 150' I WV• WATER MAIN JACKSON STREET j EDGE OF PAVEMENT 1 ! I I } S 85022100"E PIPE 202.21' 0 82.00' 10 co • r:':i:c'22.2'i::::::: � 5.01 j :........... 3 ,:(......... w N:.•.'.•.'.•.::.....::'::: :.:::::::: U rn•::::::::::::...;... ce ::::;';:'EXISTING='::. m:.:;.:':':::•::� �i BRICK N':::.;:1 is?,8N PORC .D n..•: GARAGE:::N CUTDO :.;:GF 11.1:':::;';3IOWE I :..... d 5.6 .:::::::::':':' ':•::•::':::•::.:.� .'g.:.:•::• EXISTING::::: ;:•:;15.8::'::. ::.:.:::.. DWELLINGS I 2 STY ':'Y4.4'::::::::' .... W.M. N':;,:.'., : ::DWELLING X2100::::::::'::::::: EXISTING O :' :':';::{:::: W/PUBLIC WRIER L. W:::::::::r..... I r, —150 _. _...� : ::::FFL,11.4' ::::::: . SEPTIC BRICK P•1 I CONC/ I a W ri Par DWELLINGS GS EXISTING 10 z WATER to.2':: :::::::::.::::: EL 10.2 . .': •' , j W/PUBLIC WATER SERVICE 4.6' ( ::`::`: ':.:?{:.. DECK OVER I 6.31 150' —•— CELLAR f'r PORCH 8 ENT. mSHED I a �O 10 COVERED ry0'2 I n PORCH/ i I w � p M ! W O I I fj I 7 0O ! ! O ( r, ! U ! W i 6 j ! a I I co I j I j ! I I I ! Q w N ! F 1 7 C6 cc !wN O I O ! 0 0 i Is. j U I U ! !� I I;Z.y o B I O j oI j o I o I I i I z I i j SEAWARD EDGE DF EXISITNG LAWN I � i i I � j S I 4 ELEV. 8.9 W.V. OL DR BROWN 4 I LOAM ML BROWN GDML o SILT GUAR - 3.0' �O TIE LINES ALONG MHW N 82°1735"W SP BROWN 79 123 01' .02' FINE S 89°3332'l W HIGHEST EXPECTED SAND — 7.4' GROUND WATER WATER IN EL 1.5 BROWN SP FINE SAND WATER IN — 9'0, GREAT PECONIC BAY SC BROWN CLAYEY SAND — 10.0' WATER IN SP BROWN FINE SAND — 17' McDONALD GEOSCIENCE 12/12/17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOT 18.1: 43,227 SQ.FT. LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS LOT 18.2: 28,394 SQ.FT. NAVD88 AREA: 71,621 SQ.FT. or 1.64 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL7ERAT70N OR AD0177ON TO THIS SURVEY IS A OOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT B:ARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 771E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARAN7EES ARE NOT TRANSFERABLE. THE OFFSET OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JAMES & KAREN SPEYER; MAP OF: FILED: 0 30 60 90 SITUATED AT: NEW SUFFOLK rowN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 41;�X _ ,�/ P.O. Box 153 Aquebogue, New York 11931 FILE # 18-39 SCALE: 1"-30' DATE: APRIL 18, 2018 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth H. Woychuk ISSUES REV15ION5 RE5IDENTIAL GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA I GROUND SNOW LOAD 20 PSF (PER FIG.8301.2(5)RCM'5) MISC. GENERAL NOTES WIND SPEED 1 20 MPH (PER FIG.8301.2(4)RCNYS) JACKSON STREET I.THIS PROJECT IS CONSTRUCTION OF ADDITIONS AND RENOVATIONS TO A SINGLE FAMILY RESIDENCE, SEISMIC DESIGN CATAGORY 8 (PER SECT. . )RCNYS) THE E IXISTING(AND UNCHANGED)HEIGHT OF THE BUILDING AS DEFINED BY THE RESIDENTIAL CODE WINTER DESIGN TEMP I I"F (PER TABLE N N 1 I 1 I O 1.2.2) (5)PRECA5T 8'-6'x 4'9'x 2'-6' 1000 GAL.PRECAST NEW YORK STATE 15 29'-6'. FLOOD ZONE X (PER FEMA MAP) (PUBUC WATER IN STREET) EDGE OF PAVEMENT CONCRETE LEACHING GALLEYS RECTANGULAR SEPTIC TANK 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FR05T LINE DEPTH 36' I l- COVER WEATHERING PROBABILITY SEVERE (PER FIG.8301.2(3)RCNY5) MINIMUM 6' LOCKING CASTING 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND BELOW GRADE I 41 GRADE EL. BACKFILL LEACHING TO GRADE THE AF!PA WWOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) POOL w CLEAN A GRADE EL 1 O. 5.DESIGN LOAD CALCULATION ARE BASED ON: ROOMS OTHERTHAN SLEEPING 40 PSI (PER TABLE 301.5 RCNY5) IE.8.1 IF.8.4 SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNY5) < IE.7.6 LIVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE 5.NEW YORK STATE. ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNYS) I S 85022'00" E NEW 1000 GAL SEPTIC TANK � DEAD LOAD:CALCULATED AS PER 8301.3 AS PER RCNYS. 120.219 FOUND ' iu 4'SDR 35 PVC 4'SDR 35 PVC SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5. ATTICS WITHOUT STORAGE 10 PSI o PIPE 202.21 TO THIRD STREET STAIRS ao P51 (PER TABLE 301.5 RCN15) EL 5.4 WASTE LINE $ WASTE UNE WIND EXPOSURE GATEGORY'C',FOR 120 MPH 3 SECOND GUST. FENCEMINIMUM 3'-O' N e SLOPFOOT PER 1.2'S. 2 S a 20-3" SLOPE: PER Q LOCATION LIVE DEAD DELECT LIMIT CONCRETE ABOVE WATER LAI IST.FL. 40 LB. 12 U360 NAILING SCHEDULE �•1�• W WASHOUT �. TABU: tY) = (5) NEW 8.51 X 4.751 X 2.51 D. WATER TABLE 2ND.FL.(SLEEP AREA) 30 LB. 12 U360 (PER AF E PA AMERICAN WOOD COUNCIL WFCM FOR In jC LEACHING GALLEYS. EL 1 E ATTIC(NON STORAGE) 20 LB. 10 U360 ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) EXISTING AND Pf O5ED ROOF 20 LB. 15 L/3CO JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING I Y 20' 8' I I' IL NEW 8'DI a'D _ 4 G.HE ARCHITECT A55UME5 NO RESPONSIBILITY FOR HE CONSTRUCTION MEANS,METHODS, ROOF FRAMING 3 PER RAFTER Z d C� DRYWELL APRON O WATER AND POWER TO BE TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN RAFTER TO TOP PLATE(rOE-NAILED) N r I --- -------------- I m SEPTIC SYSTEM CR055-5ECTION CEILINGJ015TTOTOPPLATE(TOE-NAILED) 3 PER JOIST tD C] - _ I GENE TORO ASTP RUN FROM MAIN HOUSE. CONNECTION WITH THE WORK. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP I M / I IN THI AREA INCLU o NOT TO SCALL2 BEDROOMS 1000 GAL SEPTIC TANK THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED I SE RA ID I � ULTILITIES TO MAIN HOUSE CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP / a'UNDERG OLIN i ' / I M 1 OR IMPLIED IN THE USE OF HESE PLANS. RIDGE STRAP(EACH END) 2 PER TIE DRAIN LINE { MIN 20 FROM PROPOSED 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CTRIC H PUMPI BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END SEPTIC SYSTEM DRAWINGS.FOLLOW DIMENSIONS ONLY. RIM BOARD TO RAFTER(END-NAILED) 2-1 6d EACH END 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR I WALL FRAMING EX I DESCRIBED ON HESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS I I I TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT I NEW O �.RI I I NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.SIDE ______ _ _ ,aH _ L__J PROPOSED NEW LEACHING COMPLETE HE WORK. STUD TO STUD(FACE-NAILED) 2-1 Gd za•o.c. 9.ALL MATERIAL SHALL B 6' E INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS HEADER TO HEADER(FACE-NAILED) I Gd 1O.C.ALONG EDGES GALLEY SEPTIC SYSTEM FOR AND SPECIFICATIONS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-16d PER 2x4,2x6,2x8 RESPECTIVELY WATER ' I I I I I I I I _ __ RENOVATED GARAGE ONLY 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, • W EXISTING 2 STORY FRAME HOUSE 4i OCCUPANCY. END JOIST OR BLOCKING(FACE-NAILED) 2-161 PER FOOT I ;' FLOOR FRAMING I ��``TIIV I I EX I J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST EXIS / BRIDGING TO J015T(TOE-NAILED) 2-81 EACH END Q ' ' _ FOUNDATIONS _T BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END WATER --I - I.ASSUMED 501E BEARING CAPACITY, 1,500 Ib./Sq.Ft. SERVICE I 1 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 P51.-28 DAY TEST. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK --I I 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST i.2,MIE- -- --- - J ; GENERAL CONSTRUCTION BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER J015T IXFR/�1MNE i 1 i '�`� 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT O I EX COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR ROOF SHEATHING I , I �, ; TEST HOLE 1 2/ 1 2/2017 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. STRUCURAL PANELS 8d (FABLE 3.8) \ -- -__ 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. DIAGONAL BOARD SHEATHING 1 EX3.INTERIOR TRIM SHALL MATCH EXISTING./ 4.FRAMING ELEMENTS: I N 1 OR 1'x8' 2-8d PER SUPPORT W �``__j i �`� A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 I k I O'OR WIDER 3-8d PER SUPPORT I i EL. 8.9 BROWN LOAM OL OR BETTER. CEILING SHEATHING I i B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT GYPSUM WALLBOARD 5d coolem 7-EDGE/10'FIELD 1 .01 AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. Y n C.ALL SHEATHING TO BE APA RATED,FXP05URE 1,THICKNESS AS INDICATED. WALL SHEATHING IL 7 EXISTING SEPTIC SYSTEM BROWN SILT ML D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. 5TRUCURAL PANEL 8D (TABLE 3.9) FOR HOUSE TO REM�;f�l E.ALL HEADERS 6'-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER FIBERBOARD PANELS WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'0'OR AS SHOWN ON DRAWING. 7/16' GD 3-EDGE/G'FIELD I (H5 REF NO F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE 3.01 OR AS NOTED @ 8'-0.O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. 25/32' 8D 3-EDGE/G'FIELD R 10-05-0205) G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GYPSUM WALLBOARD 5d coders (TABLE/I) FIELD H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON HARDBOARD 8d (TABLE 3.9) DRAWING. PARTICALBOARD PANELS 8d (TABLE 3.9) I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL DIAGONAL BOARD SHEATHING FENCE / 7. ' CONNECTORS BY 51MP5ON'OR APPROVED EQUAL. I k6'OR I'x8' 2-8d PER SUPPORT 1.5'W BROWN FINE J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2'x6'STUD5 IN 10'OR WIDER 3-8d PER SUPPORT -� / SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE SAND SP ATTACHED NAILING SCHEDULE. FLOOR SHEATHING I K.PLYWOOD SHEATHING TO BE NAILED 81 NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' STRUCURAL PANELS O.G.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. I'OR LE55 8d 6-EDGE/12'FIELD L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. GREATER THAN I' 1 Od GTDGE/G'FIELD M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE DIAGONAL BOARD SHEATHING 7,41 TYPE CONNECTORS BY'5IMP5ON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE I NO OR I'x8' 2-8d PER SUPPORT I WATER I N BROWN HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. IN 10'OR WIDER 3-8d PER SUPPORT 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RE515TANT AS FINE SAND SP REQUIRED. 9.01 G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/6 PA WCFM-1995.(5EE NAILING / . WATER IN BROWN SCHEDULE) �+ to 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED M CLAYEY SAND SC MEMBRANE. EYRIDGE 10,01 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEY5 AND CRICKETS SHALL BE ALUMINUM. 1/2'SPACING 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPTRIDGE TENSION STRAP ALLC S HOLDDONM ///------ - / STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND / INSTALLATION CHIMNEY,AND ROOF AND WALLS. / 7 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE CORNER STUD ENDWALL CONNECTEDO 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO HTRANSFER SPECIFICATIONS FOR PRE-FORMED • - TlwNsFERrER 5"sNEuc Ir-.li FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 11,,-70. 2)1Gd coMMou L. 1 2.NEW INTERIOR DOORS SHALL MATCH EXISTING. a NAllsgcro.c. t 3. NEW HARDWARE SHALL MATCH EXISTING. D` RD THESE PLANS ARE AN INSTRUMENT OF SERVICE WATER IN 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE ��Yt AND ARE THE PROPERTY OF THE ARCHITECT. BROWN FINE '5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD HICKNE55 SHALL BE oPm SEAT 9� INFRINGEMENTS WILL BE PROSECUTED 12 • EX ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR J015T N wcER 5AN D 5P 15 PER WFCM SBC TABIC 2.4 RIDGE CORNER W CORNERS SHALL HAVE METAL CORNER BEADS. BEAM PROVIDINf.G EA.8D COMMON NAILS 2oi8 ALL RIGHTS RESERVED IN EACH END OF 1-1/4.20 GAGE STRAPS 3 HVAC FOR 120 MPH FASTEST WIND SPEED. r"I O LD D O,A V�//N U I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES CROSS SECTION END VIEW As NEEDED ur-ro• m / I NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 00 Go d 17.0' AS REQUIRED BY HE RESIDENTIAL CODE OF NEW YORK STATE 2015,AND AS DESCRIBED ON THE PLANS 0 WATER ENCOUNTERED 7.41 W BELOW SURFACE o o PLUMBING Robert I. Brown 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES O O I NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY HE DRAWINGS Architect, P.C. O O AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. Z Z 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH 2oBay Ave. Greenport NY REGARDS TO WATER SAVING AND CONSERVATION. ALLFIXTURES SHALL BE ON THE APPROVED'UST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY info@ribrownarchitect.com THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. I Ia 1Q 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 631-477-9752 ROV SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE PIDE 8.8d COMMON NAILS IN EACH END OF I U U PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF 20 GAGE 5TRAF FOR LATERAL/SHEAR CONNECTION AT RAFTER WALL CONNECTION(TABLE 3.3B)WFCM-1995 ( N N 4O HEOCCONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, 3 FOR 120 MEN FASTEST WIND SPEED. CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ELECTRICAL , UNLESS ACTING UNDER THE DIRECTION OFA DRAINAGE CALCULATION5 : 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES L9 LICENSED LNG ITECTYWAY.TERAN ITEM ON THORIZE NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW I THIS DRAWING IN ANY WAY.ANY AUTHORIZED ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: ALTERATION MUST BE NOTED,SEALED,AND CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO DESCRIBED IN ACCORDANCE WITH THE LAW. SEAWARD EDGE OF EXISITN LAW TOTAL NEW CONSTRUCTION 9 28.2 S F. APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES JOIST WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN HIS TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 928.2 x 0. 1 7 = 1 57.8 CF REQUIRED ELECTRICAL DISTRIBUTIONSYSTEM5. �g1ERFDg9 2.ALL WORK SHALL CONFORM TO HE REQUIREMENTS OF THE 2015 ELECTRICAL ERT/ py CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-1984 PROVIDE 8.8,1 COMMON NAILS IN EACH END OF I-1/4'x PROVIDE ( I 0 8' DIA x 4' D D RYWE LL @ I G8.9 Cf (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), 20 GAGE STRAP g ROOF TO WALL,WALL TO WALL ANDC0 _ r THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER WALL TO FOUNDATION CONNECTIONS(TAME 3.313) 4aI) FOR 120 MPH FA5TE5T NAND SPEED. APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY. `' gay,A;•.•. I 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH HEY � ;t WILL BE INSTALLED. 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER HE �+ SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. t�z 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES FLOOR AND INSPECTIONS AS REQUIRED BYRE LOCAL,STATE,AND FEDERAL AUTHORITIES, .r015T AND ANY OTHER APPLICABLE JURISDICTION. G.v SHALL BE CONNECTED CONNECTED DETECTORSN MONOXIDE HFIN ITING OCIR�RTSANCE W7TH WITH O INTERLVENING WALL a SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. S CLIENT/OWNER 7.SMOKE DETECTOR5 IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE BASED ON SURVEY BY ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING JIM AND KAREN AREA,IN EACH SLEEPING AREA,AND ON EACH FLOOR LEVEL. KENNETH M. WOYC H U K, LAND CONTRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR SMOKE AND UPLIFT CONNECTIONS S P EYE R O BURGLAR ALARMS A5 NECESSARY. SURVEYING PLLC. CONNECTIONS DETAIL APRIL 18, 2018 SCTM NO. 1000- 1 17- 10- 18. 1 PROJECTTTTLE I W _ - - ELEVATION DATUM: NAVD88 RENOVATIONS 4 3 CLIMATIC AND GEOGRAPHIC CRITERIA FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT & ADDITIONS 0AREA: 43 GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5)RCNYS) 210o JACKSON STREET o a 227 SF WIND SPEED 120 MPH (PER FIG. 8301.2(4)RCNYS) CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAME MA55 WALL FLOOR BASEMENT SLAB CRAWL NEW SUFFOLK NY i� co SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2)RCNYS) ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE E SPACE WALL 5HGC R-VALUE DEPTH R-VALUE f �!� WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) 0 ' O (n FLOOD ZONE X (PER FEMA MAP) 4 0.35 0.55• 0.40 49 20 OF 13+5 8/ 13 19 10/ 13 10,2FT 10/ 13 O Gj� FROST LINE DEPTH 3611 < WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNY5) DRAWING TITLE -nE UNE ALO ________ _____--- - --__-___ DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) HIGH_ W"- APPARENTo N��0 201 123-01 ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNYS) SITE PLAN SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS) ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) -------------- S s96 33 32 _ ATTICS WITHOUT STORAGE 10 PSI NOTES O �TI c BAY STAIRS 40 PSI (PER TABLE 301.5 RCNYS) EAT PEGVs N 9 October,2oi8 SCALE = 20 DRAWING NO. oft SCALE: 1 " = 20' EXISTING EXCEPT AS NOTED 0*1� ISSUES/ REVISIONS CLIMATIC AND GEOGRAPHIC CRITERIA RESIDENTIAL GENERAL NOTES GROUND SNOW LOAD 20 P5 (PER FIG.R301.2(5)RCNY5) : ° � ' '' ' : • ` ` _COMPLY WITH ALL CODES O� I MISC. GENERAL NOTES WIND SPEED 120 MPH (PER FIG.8301.2(4)RCNY5) "+ r- r- JACKSON STREET I.THIS PROJECT IS CONSTRUCTION OF ADDITIONS AND RENOVATIONS TO ASINGLE FAMILY RESIDENCE, SEISMIC DE51GN CATAGORY B (PER SECT-N1 101.(2)RCNYS) I L , Y��Y2 NPW YORK STATE & TOWN CODE 2.THE EXISTING(AND UNCHANGED)HEIGHT OF THE BUILDING AS DEFINED BYTHE RESIDENTIAL CODE WINTER DESIGN TEMP I I°F (PER TABLE N I 1 O I.2) L��°,TP:I'�_ � A��y F' ,', �{•,__ ,_,•.,„,..,,,,,,.a„.,,, FLOOD ZONE X (PER FEMA MAP) CONCRETE (5)PRECAST 8'-6"x 4'9'x 2'-G" 1000 GAL PRECAST NEW YORK STATE 15 29'-6'. FP05T LINE DEPTH 3G' AS IR EQU I R ED A N D(TION S 0':(PUBLIC WATER IN STREET) r--ED6E OF PAVEMENT COVER LEACHING GALLEYS RECTANGULAR SEPTIC TANK 3.THE TYPE OF CONSTRUCTION IS TYPE V(B)- WEATHERING PROBABILITY SEVERE (PER FIG.P301.2(3)RCNY5) r 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS P"; .I 1 r`( L;U i: .. SOUTHOLD TOW'J ZBA MINIMUM 6' �f BACKFILL LEACHING LOCKING CASTING ) ' i , GRADE EL THE AF 4 PA WWOD FRAME CONSTRUCTION MANUAL 1995 5BC HIGH WIND EDITION- BELOW GRADE �, POOL w CLEAN AND TO GRADE GRADE ROOMS OTHERTHAN SLEEPING 40 P51 (PER TABLE 301.5 RCNYS or)^ 5-DE51GN LOAD CALCULATION ARE BASED ON: ) N IE.8.1 IE,8.4 LIVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE OF NEW YORK STATE. SLEEPING ROOMS 30 PSI (PER TABLE 301-5 RCNY5) < IE.7.6 ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNYS) S 85022'00" E NEW 1000 GAL SEPTIC TANK DEAD LOAD:CALCULATED AS PER 8301.3 AS PER RCNYS. ATTICS WITHOUT STORAGE 10 PSI i "-n NUJ 202.21' TO THIRD STREET 4'SDR 35 PVC SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNYS. I• �� ' .r-^" -' I t'" ! " `` SO�OLD TOV.1N TRUSTEES 120.21 FOUND io 4'5DR 35 PVC n STAIRS 40 PSI (PER TABLE 301.5 RCNYS) PIPE WASTE LINE WIND EXPOSURE CATEGORY'C',FOR 120 MPH 3 SECOND GUST. / EL 5.4 WASTE UNE e uT o SLOPE:ya PER FENCE MINIMUM 3'-0' SLOPE: 'o FOOT r,,, 1 1,:I; a PER 6'-3" FOOT LOCATION LIVE DEAD DELECTLIMIf P I•q IL, . .•.. L, i , ,t.L : I 1.2'S. ° _ ABOVE WATER NAILING SCHEDULE ' 1.1'W. CONCRHT TABLE m I ST-FL. 40 LB. 12 U3GO y wasnoln z (5) NEW8.5'X4.75'X2.5' D. WATER TABLE 2ND.FL(SLEEP AREA) 30 LB. 12 U360 (PER AF4PAAMERICAN WOOD COUNCIL WFCMFOP 4. �'-ip",L _ Or'" 1,1�II�i°p IFfIJ"I ATTIC(NON STORAGE) 20 LB. 11 O U3GO ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) LEACHING GALLEYS. EL 1.5 ROOF 20 LB. 15 L13GO JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING • + ^le EXISTING AND POSED - 01 I p 1 ` i r T- I I E- I 1 b ❑ 0058EL AND 4, 8'-0• 20' 8' 11' ROOF FRAMING �`�L GI�II� i{:%!i(;i', ;`I I_� r 7.1 ON REQUIRED (O NEW e'DI 4'D - G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOP, CONSTRUCTION MEANS,METHODS, [ ` }t r0 _ r(. ,C' 1.I ) .d ❑ DRYWE APRON RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER 11 r �1 lit=f`a.( N{u CJ:"T E1... _:ti, N L.!t WATER AND POWER TO BE 110 SEPTIC SYSTEM CROSS-SECTION TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 1, �+ 1 RUN FROM MAIN HOUSE. CEILING JOIST TO TOP PLATE(TOC-NAILED) 3 PER JOIST YOBIL �if.T`, 14ri1 fiES�'OiSJIEL-LE {"0!i • (0 ❑ - GENE TORO T P CONNECTION WITH THE WORK. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH IAP p �7 /� / I I IN SEI AREA M RA ID NCWD1 ULTILITIES TO MAIN HOU-9E NOT TO SCALA' BEDROOMS 1000 GAL SEPTIC TANK THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITYOF FITNESS FOR ASPECIFIC USE EXPRESSED E I ^1 0� ( c r I r/") `I Osi;7, IO CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DESICN a 11'tJTRUC ICX F OR IMPLIED IN THE USE OF THESE PLANS. / 4•UNDERG OLIN - 1 �� 0 M RIDGE STRAP(EACH END) 2 PER TIE DRAIN UNE I I 1 MIN 20' FROM PROPOSED 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE BLOCKING TO RAFTER(rOE-NAILED) 2-8d EACH END 1 GTRICn rlmnE+ TRU:'S PLACARDING REQUIRM • I DRAWINGS.FOLLOW DIMENSIONS ONLY. 5' SEPTIC SYSTEM RIM BOARD TO RAFTER(END-NAILED) 2-I 6d EACH END /, p^t p s F F T, !,1"t!,' (^) E 1 (y_�• 1--- 8-CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR y ` I , , , WALL FRAMING 1 I , EX, DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS , TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT - I I NOTED.CONTRACTOR SHALL FURNISH All LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Gd J015T EA.51DE L T �_ B ( F(� p"" I - I NEW O 1 1 COMPLETE THE WORK- STUD TO STUD(FACE-NAILED) 2-16d 24'0.X. i • �^� -- ------ _ _ �n P L__J PROPOSED NEW LEACHING 9-ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS HEADER TO HEADER(FACE-NAILED) 16d I G'O.C.ALONG EDGES 'n*n�d -•-p�I,� r^'"'� _ NATER h I I I I I I I I 3" GALLEY SEPTIC SYSTEM FOR AND SPECIFICATIONS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I Gd,4-I Gd PER 2x4,2x6,2x8 RESPECTIVELY p_. ! _ 7 A f^ `" r- _ -- RENOVATED GARAGE ONLY 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, .� 1 IL t f� � I I Cis( .t IFIGA TIO END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT ` _,, �, BEFORE OCCUPANCY. e!'a""" �-}�-�� €r' ��°`• (�� LEAD CONTENT W EXISTING 2 STORY FRAME HOUSE t (GATE OF OCCUPANCY • " , , ;'"'`. FLOOR FRAMING C,,"'t� '�,,,.' a.,r v'��y•1'ci �:^...< <• ;.��7^'rt_ 1 I j JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T •_:1...7 I I 1 EXISrIN 1 i /;�°C BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END DC R USED IN WATER Z , I _ FOUNDATIONS BLOCKING TO JOIST(TOE-NAIIJ D) 2 8d EACH END 1O Q WATER U _�1� �, _ 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib45ci.Ft. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK J SERVICLs I j 2-CONCRETE TO BE PLAIN,REINFORCED,3,000 P51.-28 DAYTE5T. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOIST :i 9 1`•`JL�`. SYSTEM CANNOT 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. DO NOT PROCEED WITH 1 i JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T - % LEAD. W �W- " J I GENERAL CONSTRUCTION BANDJ015TTOJOIST(END-NAILED) 3-IGd PEP,J015T FRAMING UNTIL SURVEY C;;%;EE:D 2/10 OF 1 /o EXISTING , j ` I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT OF FOUNDATION LOCATION Q 1 EX j COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR ROOF SHEATHING 1 0 TEST HOLE 12/ 12/2017 REASONABLY IMPLIED AS NECE55APYTO COMPLETE THE WORK. HAS BEEN APPROVED. \ A 5TRUCURAL PANELS 8d (TABLE 3.8) I ; -� __ ___ �._ /. 2-FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. DIAGONAL BOARD SHEATHING \ , 3-INTERIOR TRIM SHALL MATCH EXISTING- / EX j 4.FRAMING ELEMENTS: I NG'OR INV 2-8d PER SUPPORT ["i"77'! r- I�,1 C T n h,d WATER T r 1 C 1(v IN ICP OR WIDER 3-8d PER SUPPORT t I k �/ }I/�i'I I.I t /t 1 1 p v A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 1 `W I E R R U " 'FF EL. 8.9 BROWN LOAM OL T • �--' - �' �`"' ' � oRBETTER. CEILING SHEATHING �•"^"� ^�, n T- -� I B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT r `)'- I'I :I I l.I I ,�r I ER 236 1 .01 AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. GYPSUM WALLBOARD 5d coders TEDGE/10'FIELD (} T�) „1 Y C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. WALL SHEATHING 0 r T I f C I(.I.Y i V U U U E. 9 EXISTING SEPTIC SYSTEM D.ALL SUB FLOORING TO BUM E APA RATED STURD-I-FLOOR,EXPOSURE I,3/4'MIN.THICKNE5. STRUCURAL PANEL 8D (TABLE 3-9) PLBING a FOR HOUSE TO REMAA BROWN SILT ML E -0.ALL HEADERS 6' 'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER FIBERBOARD PANELS WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. 7/1 G' GD 3'EDGE/6'FIELD ,ALL PLUMBING WASTE I (H5 REF NO / O, F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE 25/32GYPSUM WALLBOARD Sd coolers 7'EDGE/60FIEIELD r 0 r��1x provide Manuals R I REF N 205) ORAS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'5PACE FOP AIR CIRCULATION IN ROOF. (TABLE / 1 TESTI'LvGLB R U, COVERING G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NO ON DRAWINGS. HARDBOARD 8d T a_,10 ).s Ser H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON ✓ PARTICALBOARD PANELS 8d Code i DRAWING. (TABLE 3.9) NYS I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL DIAGONAL BOARD SHEATHING N S En crg CONNECTORS BY'51MP50N'OR APPROVED EQUAL, I NO OR INV 2-8d PER SUPPORT FENCE-,) _ '� /�' BROWN FINE J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2'x6'5TUD5 I N I O.OR WIDER 3-8d PER SUPPORT 1.5'W. $ SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE-ALL EXTERIOR NAILS SHALL BE GALVANIZED- SEE • - SAND SP ATTACHED NAILING SCHEDULE. FLOOR SHEATHING K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' 5TRUCURAL PANELS All exterior�Ightlilg / O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. I'OR LE55 • L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. GREATER THAN I' 8d 6'EDGE/12'FIELD 7 t} TYPE M ALLLEPOOf GTORS RAFTERS FTE S SMALL BE OR ATTACHED TO THE PLATE AND STUD WITH D EQUAL.FOR TIMBER PILE FOUNDATIONS,GALVANIZED HURRICANE DIAGONAL BOARD SHEATHING I Od 6-EDGE/G'FIELD ir'1 n 1;_q11 ed,r repl ace or I I NG'OR I'x8' 2-8d PER SUPPORT I / WATER I N BROWN HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. IN I(Y OR WIDER 3-8d PER SUPPORT repn i recd cl-1,111 ConfOTl'i1 door G R5.ALL NEW EQUIRED. WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS t� Ch-pter 172 [� FINE SAND SP G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS- ',be I t L / CutsZNOT 9.0' 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(SEE NAILING of I,h e Town Code O WATER IN BROWN BCFLASH NG AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED ��' .y�A.��{' re(�"� ri e�� `° CLAYEY SAND SC MEMBRANE. RIDGE 4 �j a O •• M 10.01 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKtTS SHALL BE ALUMINUM. 1/2'SPACING 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT ALLOW5 HOLLDDOWN RIDGE TENSION STRAP INSTALLATON STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND � 1� CHIMNEY,AND ROOF AND WALLS. _� 7 I I.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE ORNER STUD 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED TON 5FER 5tIWAR FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. (z>1 se COMMON 12.NEW INTERIOR DOORS SHALL MATCH EXISTING.w WATER I N 13. NEW HARDWARE SHALL MATCH EXISTING. DGE RD 7MENDW::A:U. NML5ev-o-C" THESE PLANS ARE AN INSTRUMENT OF SERVICE 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE 9/ AND ARE THE PROPERTY OF THE ARCH11 ECT. N BROWN FINE '5HEETROCK SIN" Y U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 51D SEAT U) / SAND SP I/2' n`O� INFRINGEMENTS WILL BE PROSECUTED 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR JOIST HANGER WOOD BEA,•, PER WFCM SDG TABIC 2.4 CORNER CORNERS SHALL HAVE METAL CORNER BEADS. PROVIDING s EA.eD coMMON Nals aorS RESERVED IN EACH END OF 1-1/4.20 GAGE 5TRAP5 FOR 120 MPH FA5TE5T WIND SPEED. H O LD D O`V I/Il/N RIDGE 3 HVAC CROSS SECTION END VIEW U / 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES - "�°® 1/2'=1•-0 NNECE55ARYTO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES d17.0' AS REQUIRED BY THE RESIDENTIAL CODE OF NEW YORK STATE 2015,AND AS DESCRIBED ON THE PLANS WATER ENCOUNTERED 7.4' BELOW SURFACE _ - PLUMBING Robert I. Brown O O I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES L O O L NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED 8Y THE DRAWINGS Architect, P•C O O AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. - Z Z 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH 20Bay Ave. Greenport NY _ REGARDS TO WATER SAVING AND CON5ERVATION. ALLFIXTURES SHALLBE ON THE APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBLISHED BY L 7, 1 X X THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. info@ribrovmarchitect.com I ►a- F 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 631-477-9752 SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER- UPON COMPLETION,THE PROVIDE 8.8d COMMON NAII5 IN EACH END OF I-1/4•x V U PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF 20 GAGE 5TRAP FOR LATERAL/5HFARCONNECTION AT RAFTER WALL CONNECTION(TABLE 3.36)"CM-1995 VI N 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, • / 1 3 FOR 120 MPH FASTEST WIND SPEED. I - CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ELECTRICAL UNLESS ACTING UNDER THE DIRECTION OFA i DRAINAGE CALCULATIONSI : I.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES LICENSED ARCHITECT,TO ALTER ANY THEM ON NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW THIS DRAWING IN ANY WAY.ANY AUTHORIZED ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: ALTERATION MUST BE NOTED,SEALED,AND CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, r[OOR SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO J015T DESCRIBED IN ACCORDANCE WITH THE LAW. SEAWARD EDGE OF EXISITN' LAW TOTAL NEW CONSTRUCTION 928.2 SF. APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND I AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 928.2 x 0. 17 = 157.8 C F REQUIRED ELECTRICAL DISTRIBUTION SYSTEMS. 2-ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 PROVIDE B.8d COMMON NAI151N EACH END OF 1-1/4'" F I PROVIDE ( I 0 8' DIA x 4' D D RYWE LL @ i G8.9 Cf (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), zo GAGE STRAP g ROOF TO WALL,WAiTO WALL,AND �r.T I•Q,: C� THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER WALL TO FOUNDATION CONNEXIONS DABLE 3.38) APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT POR 120 MPH FA5TE5T WIND 5PEED. Ftp It"o f2L REQUIREMENTS WILL APPLY. F3gc .. I 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS LA BORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY r WILL BE INSTALLED. r - 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE , t e• W SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. LSA �L V 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES FLOOR I AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, JaST `YN` L AND ANY OTHER APPLICABLE JURISDICTION. - Y G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES Q SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS I ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH S SLEEPING QUARTERS ARE LOCATED. CLIENT/OWNER 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK .� RVEY BY STATE AND THE RESIDENTIAL GODS BE NEW YORK STATE,THE NEPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING BASED ON SUJIM.AND KAREN I AREA,IN EACH SLEEPING AREA,AND ON EACH FLOOR LEVEL. UPLIFT CONNECTIONS a KE N N ET h M. WOYC h U K, LAND CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND S P EYE R Q BURGLAR ALARMS AS NECESSARY. SURVEYINGPLLC. CONNECTIONS DETAIL APRIL 18, 2018 _ - SCTM NO. 1000- 1 17- 10- 18. 1 PROJECT TITLE ELEVATION DATUM: NAVD88 RENOVATIONS CLIMATIC AND GEOGRAPHIC CRITERIA 4 �-- � 3 FROM TABLE N 1102. I .2 (8402.1.2) INSULATION AND FENESTRATION REQUIREMENTS B & ADDITIONS Y COMPONENT ` L GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5)RCNYS) o O AREA: 43,227 SF 2100 JACKSON STREET P WIND SPEED 120 MPH (PER FIG. 830 I.2 (4)RCNYS) GLAZED BASEMENT SLAB CRAWL 0 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR / to SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2)RCNYS) ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VAWE R-VAWE WALL R-VALUE 4 SPACE WALL NEW SUFFOLK NY O SHGC R-VAWE DEPTH R-VAWE f O ll✓ o WINTER DESIGN TEMP 1 1°F (PER TABLE N 1 101.2) 0 �O� y FLOOD ZONE X (PER FEMA MAP) 4 0.35 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 1 O,2FT 10/ 13 FROST LINE DEPTH 3GN O ��OJQ APPARENT ---- _-__ _' WEATHERING PROBABILITY SEVERE (PER FIG. R301,2(3)RCNYS) DRAWING TITLE � TIE UNE X-ON K ON JUNE 20, 2017 DESIGN LOAD CALC CATIONS (UNIFORM LIVE LOADS) _ HIGH `"A_---- ----------------- 123,01 e ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) SITE PLAN SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS) ____ ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) ___--- --- S gg°33'32ff w BAY = ATTICS WITHOUT STORAGE 10 PSI NOTES e ------------------ -ICONIC STAIRS 40 PSI (PER TABLE 301.5 RCNYS) GRE'A T PE S I P N \ .. 9 October,=8 SCALE = 20 C DRAWING NO. SCALE: 1 " = 20' EXISTING EXCEPT AS NOTED 155UE5/REV151ON5 / EXTEND EXISTING GARAGE SLAB 30-3" AND FOOTING 8" POURED CONCRETE FOUNDATION WALL 21 -92 w ti 8" POURED CONCRETE ,• Q I FOUNDATION WALL ON EXISTING GARAGE SLAB = N I G"x 8" POURED CONCRETE FOOTING MINIMUM m I i SURFACE ON � BELOW o N I I UNDISTURBED SOIL ' I , I EXISTING FOUNDATION TO REMAIN / / / / % iv I I PROPOSED OUTDOOR SHOWER EXISTING FOUNDATION 10 REMAIN.'` — — 5'-8" CONCRETE SLAB FOR OUTDOOR SHOWER 8 POURED CONCRETE FOUNDATION WALL THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED I- I- — � " DIA. SONOTUBE x018 1 1 ALL RIGHTS RESERVED 'x 30'x 12'POUR EDEX1STING %HOUSE CRETE FOOTING MINIMUM 3'-0"BELOW J SURFACE ON UNDISTURBED SOIL 12' Robert I. Brown Architect, P.C. 20 Ba Ave. Green ort NY FOUNDATION PLAN x P in?o@ribrownarchitect.com SCALE: 1/4" = 1'-0" 631-477-9752 EXISTING EXCEPT AS NOTED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA 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. DOOR SCHEDULE / ! / / / / ✓ / j / ;' ! ` No. LOCATION SIZE TYPE MAKE SWING HARDWARE NOTES N5 EXTERIOR I FOYER ENTRY , 3 0 x 6'8" LH LOCK5ET - / ! i 2 GARAGE ENTRY 310"x 70" LHR LOCKSET 3 GARAGE REAR 310"x G18" LOCK5ET CLIENT/OWNER 4 STUDIO 710"x G'10" CSPD 7GG8 MARVIN - LOCK5ET 5 FOYER REAR 3,0„x G,8„ JIM AND KAREN i ! SPEYER INTERIOR PROJECT TITLE G GARAGE 31 0”x G'8"x 13/8" TRUSTILE LHR PRIVACY RENOVATIONS 7 STUDIO 3'0"x G'8" x 13/8" TRUSTILE LH PASSAGE & ADDITIONS 2100 JACKSON STREET 8 CLOSET 2'0"x G'8"x 13/8' TRUSTILE LHR PASSAGE NEW SUFFOLK, NY 9 BATHROOM 2'O" x 08"x 13/8' TRUSTILE LH PRIVACY DRAWING TITLE 10 BEDROOM I 2101 x G'8" x 13/8° TRUSTILE LH PRIVACY FOUNDATION PLAN 11 BED I CLOSET 2'G""x G'8"x 13/8 TRUSTILE LHR PASSAGE 12 BEDROOM 2 2'G"x G'8"x 13/8" TRUSTILE RH PRIVACY 13 BED 2 CLOSET 2'G"x G18"x 13/8' TRUSTILE RHR PASSAGE 18 SEPTEMBER,2018 SCALE 1/41 _11-011 DRAWING NO. PR 155UE5/ KEV1510N5 CUT OPENINGS IN EXISTING WALL OP,WI DOWSANGARAGE D DOORS WHERE SHOWN. PATCH AND REPAIR AS NECESSARY 30'-3" r / % r 5'-92 G-42 NEW OVERHEA GARAGE DOOR GENERATOR ON PRECAST OO CLOPAY CANYON R1DGE PAD IN THIS AREA TO BE 22'-5 INCLUDED IN SEPARATE BID 2 DESIGN 12 PEC 3 REMOVE EXISTING ' PORCH. REPLACE WITH I �N NEW FOYER BRICK PAVED RAMP UP rL / o 10'-1 1" 10-102" 0 9 O 103 u N 2'-2 " O O O 3 O O O CLOSET I0 2 2.. 1 " 2'-8" 2'-8" 22 ELECTRIC HEAT 2 MODIFIED GARAGE p N PUMP ON STUDIO 0 � PRECAST PAD 3 w FOYER FLOORBUILT-IN PINE BENGH (I G-D) O HEIGHT TO MATCH WITH 12"W STORAGE CUBBIES I Q EXISTING HOUSE PROVIDE 2"X 4" P.T. SLEEPERS @ I z I G"O.C. OVER GMIL POLYETHELENE J MEMBRANE OVER EXISTING OCONCRETE SLAB. FILL BETWEEN I OC SLEEPERS WITH 3 RIGID INSULATION. N W OUTDOOR SHOWER PROVIDE-1" CD-X PLYWOOD G'_7" SUBFLOOR AND FLOORING AS SPECIFIED. 9�IaSTE ADJUST HEIGHT AS NECESSARY TONALIGN FINISHED FLOOR WITHFINISHED FLOOR IN FOYER. " O CHA GIN13'-9" 1 22 = AREA -_ BRICK STEPSN 1 I _ 2-10" 2-10" B ND XIS IN GA GE SLP,B �7L - / AN[ FOOTINL �- - b THESE PLANS ARE AN INStRUMENTOFSERVICE AND ARE THE�+ INFRINGEMENTS WILL PROPERTY OF THE ARCHITECT. NEW ERGO cp T -) L E PROSECUTED 2018 ALL RIGHTS RESERVED TJ EX I ST I E ; , LJ ; / !� / , i' (2) 2X8 GIRDER -- -- - Robert i / r f / / / /, / ;/ / / r f '• , /,r // / / I -CI D E WOOD OWMNS I. Brown Cu�D Architect, P.C. f/ 20 BayAve. Greenport info@brownarchitt om / 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, / Ile UNLESS ACTING UNDER THE DIRECTION OFA / / / / , /, _,)_fXTEVD EXISTING BRICK_--_ LICENSED ARCH ITECT,TOALTER ANY ITEM ON / // /' / PATIO AS SHOWN , / , THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND /// ,./` / / // ,/ ! / /' /, ' %' /' !/ / /'/• i'/ r'' ` >/ /r," - -1,__A_�-_- I- i 1 DESCRIBED IN ACCORDANCE WITH THE LAW. O C \1. ' f / r CLIENT/OWNER EXISTING - , REN / 1 I_ JIM AND KA EX 1 STI N G f r / FRAM E , - ' EYER T- YDRANGI / H -.-- / � 1 1 E D - --------1--- � - - --- 7 - - - - PROJECT TITLE i RENOVATIONS & ADDITIONS 2100JACKSON STREET VERIFY IN FIELD TO CLEAR HYRANGIA 12'-1" NEW SUFFOLK, NY FIRST FLOOR PLAN FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" DOOR SCHEDULE EXISTING EXCEPT AS NOTED SCALE 18 SEPTEMBER,2oi8 1/4" = 11-0111 DRAWING NO. ISSUES/REVISIONS SLOPE DOWN rc PROVIDE PHOTOVOLTAIC CELL PANEL ARRAY ON TH IS ROOF AREA THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o18 ALL RIGHTS RESERVED Robert I. Brown / Architect P.C. Y Ave. Green 20 Ba port NY i f in?o@ribrownarchitect.com ;EXISTING 0 U ,/ / / ;f // / / /` / — — 631-477-9752 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 ALTEDESCRATION NACCORDANCE ,SEALED,ITH AND ROOF PLAN / - • /' / � / // / ./ ' / / /' / i / / �' i /f / �/ / / //' /' i /l // / = SCALE: 14.. = P-0" " ,.•�f}A/?�, EXISTING EXCEPT AS NOTED C , ' , / ; j /, ,/ / / /' / � /' ;' / / • � F• I• r, CLIENT/OWNER JIM AND KAREN SPEYER / / /if // / /i/ /'` ,;' / / /•' ;/ / /' ,/ ,/ / PROJECT TITLE RENOVATIONS & ADDITIONS 2100 JACKSON STREET NEW SUFFOLK, NY DRAWING TITLE ROOF PLAN 18 SEPTEMBER,2o18 SCALE1/4tt = 1-01tt DRAWING NO. ISSUES/REVISIONS ASPHALT'ARCHITECTURAL' ASPHALT'ARCHITECTURAL' SHINGLE ROOFING SHINGLE ROOFING TO MATCH HOUSE TO MATCH HOUSE ALL FASCIA AND SAVE TRIM TO MATCH EXISTING HOUSE 4"X 4" VERSATEK FIAT ASING AND TRADITIONAL SILL, PAINTED WHITE(IYP.) FACTORY PRE-DIPPED (STAINED) CEDAR SHINGLES TO MATCH HOUSE Lt I I u 1 -j u ELI]I i LfflJ luj ILLUILE111IT11 NEW CONSTRUCTION NORTH ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. SCALE: 1/4' = I'-O" INFRINGEMENTS WILL BE PROSECUTED EXISTING EXCEPT AS NOTED 2018 ALL RIGHTS RESERVED Robert I. Brown .Architect, P.C. 20Bax Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A ASPHALT'ARCH ITECTU RAL' LICENSED ARCHITECT,TO ALTER ANY ITEM ON SHINGLE ROOFING THIS DRAWING IN ANY WAY.ANY AUTHORIZED TO MATCH HOUSE ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. —D ARC'" ALL FASCIA AND SAVE TRI18:M � /!� TO MATCH EXISTING HOUSE ...........z FACTORY PRE-DIPPED CLIENT/OWNER (STAINED) CEDAR SHINGLES TO MATCH HOUSE JIM AND KAREN SPEYER PROJECT TITLE 4"X 4"VERSATEK RENOVATIONS FLAT CASING AND & ADDITI TRADITIONAL SILL, ONS PAINTED WHITE 21oo JACKSON STREET IENEW SUFFOLK, NY DRAWING TITLE NORTH AND EAST NEW CONSTRUCTION ELEVATIONS EASTELEVATION 18 SEPTEMBER,20i8 SCALE /1 - ' SCALE: 114" = I'-O" DRAWING NO. EXISTING EXCEPT AS NOTED ISSUES/ REVISIONS ASPHALT'ARCH ITECTU RAL' SHINGLE ROOFING TO MATCH HOUSE NOTE; PROVIDE PHOTO VOLTAIC CELL PANEL ARRAY ON ROOF (SEE ROOF PIAN). PROVIDE SWITCHING, Q PANEL, HOOK-UP AND OTHER EQUIPMENT AS NECESSARY TO INTEGRATE WITH EXISTING AND NEW CONSTRUCTION. ASPHALT ASPHALT 'ARCH ITECTU RAL' 'ARCHITECTURAL' I LH SHINGLE ROOFING SHINGLE ROOFING TO MATCH HOUSE TO MATCH HOUSE ALL FASCIA AND SAVE TRIM TO MATCH EXISTING HOUSE 4"X 4"VERSATEK FLAT FACTORY PRE-DIPPED CASING AND TRADITIONAL (STAINED)CEDAR SHINGLES SILL, PAINTED WHITE(IYP.) TO MATCH HOUSE NEW CONSTRUCTION SOUTH ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED SCALE: 114" = I'-O" EXISTING EXCEPT AS NOTED 2018 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20Bay Ave. Greenport NY inPo@ribrownarchitect.com 2x 12 RIDGE BEAM 631-477-9752 12 9 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A ASPHALT SHINGLE ROOFING LICENSED ARCHITECT,TO ALTER ANY ITEM ON Y2"CD-X PLYWOOD RATED SHEATHING THIS DRAWING IN ANY WAY.ANY AUTHORIZED 2xG CEILING JOISTS @ 16"O.C. 2x 10 RAFTERS ALTERATION MUST BE NOTED,SEALED,AND 7Y2"SPRAY-IN CLOSED CELL INSULATION (R-50) DESCRIBED IN ACCORDANCE WITH THE LAW. A gEU-AR, 2x4 INTERIOR CONSTRUCTION ALL FASCIA AND SAVE TRIM ALL FASCIA AND SAVE TRIM 'T i TO MATCH EXISTING HOUSES TO MATCH EXISTING HOUSE y,., (2)1-3/4"x 1 G" 2 0 �' MICROLLAM�L 2x6 STUD WALL ♦��--'^- P OPOSED BATHROOMH±:Lg N R-1 5 BATT INSULATION �. SIDING TO MATCH EXISTING I G"TGI 560 @ 12"O.C. CLIENT/OWNER PROVIDE 2x4 P.T. SLEEPERS @ I G' GYP BD _ JIM AND KAREN O.C. OVER EMIL POLYETHELENE NEW STAIR MEMBRANE OVER EXISTING RISE: 7 3/4 SPEYER CONCRETE SLAB. FILL BETWEEN RUN: 10" SLEEPERS WITH 3" RIGID INSULATION. RISERS: 15 PROVIDE 4" CD-X PLYWOOD Fv SUBFLOOR AND FLOORING AS cp PROJECT TITLE SPECIFIED. ADJUST HEIGHT AS NECESSARY TO ALIGN FINISHED FLOOR WITH RENOVATIONS FINISHED FLOOR IN FOYER. & ADDITIONS 2100 JACKSON STREET EXISTING BRICK PATIO EXISTING GARAGE SLAB .NEW SUFFOLK, NY DRAWING TITLE EXISTING FOUNDATION WALL EXISTING FOUNDATION WALL WEST ELEVATION AND FOOTING TO REMAIN AND FOOTING TO REMAIN SECTION A SECTIONS SCALE: 114" = I'-O" SCALE 18 SEPTEMBER,2oi8 EXISTING EXCEPT AS NOTED 1/4n = 11-Onr DRAWING NO. ISSUES/REVISIONS ASPHALT SHINGLE ROOFING Yz'CD-X PLYWOOD RATED SHEATHING 2x 10 RAFTERS 7Yz'SPRAY-IN CLOSED CELL INSULATION (R-50) 12 3v l 2x6 CO R TIES @ 48"O.C. ALL FASCIA AND SAVE TRIM a a TO MATCH EXISTING HOUSE 112 2xG COLLAR TIES @ 48"O.C. F: (2) 2x8 HEADER(W.) i' i, 2x4 INTERIOR t' ZDCONSTRUCTION 2x6 STUD WALL k 2" (R-12)CLOSED-CELL SPRAY-IN FOAM INSULATION ALIGN WITH FIRST R-1 5 BATT INSULATION T FLOOR ROOF EDGE PROPOSED BEDROOM PROPOSED BEDROOM 12 2 L —T 16"TGI 560 @ 12'O.C. MATCH EXISTING PLATE HEIGHT (2) 2x8 GIRDER 2xG RAFTERS @ 24"O.C. NEW PERGOLA � I O"SQUARE WOOD N — COLUMN CLAD IN I"X _ > VERSATEK BOARD Ln t` P.T. SILL PLATE EXISTING BRICK PATIO NEW SLAB TO MATCH EXISTING REINFORCED CONCRETE BLOCK 10" DIA. 50NOTU13E REINFORCED CONCRETE BLOCK `) FOUNDATION WALL FOUNDATION WALL 30"x 30"x 12" PROVIDE(2)#5 CONTINUOUS POURED CONCRETE 16"x 8" POURED FOOTING MINIMUM REBAR IN FOOTING CONCRETE FOOTING 3'-0" BELOW SURFACE MINIMUM 3'-0" BELOW ON UNDISTURBED SURFACE ON SOIL UNDISTURBED SOIL SECTION B SCALE: 114" = I'-O" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2018 ALL RIGHTS RESERVED ASPHALT SHINGLE ROOFING Robert I. Brown Y,'CD-X PLYWOOD RATED SHEATHING ATCI11teCt P.C. 7Y2'SPRAY-IN CLOSED CELL INSULATION (R-50) 2x 12 RIDGE BEAM 2055 Bax Ave. Greenport NY info@ribrownarchitect.com FM 2x 10 RAFTERS @ I G"O.C. 631'477-9752 12" 2xC CEIU IG j N x6 C ILIN SIDING TO MATCH � JOII TS I GI C. IST @ I "O.U. HOUSE IV IS A VIOLATION OF THE LAW FOR ANY PERSON, UINLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON - - -- - --- - -- -- -- -- --------- THIS DRAWING IN ANY WAY.ANY AUTHORIZE ------------ -- -- -- ---- -- --- ----- 3xG DRESSED FIR COLLAR TIES @ 48"O.C. -----------------------.----____-__�___-.___--.�--_�_- __ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW, I F D F, _ COXVST`UCTION , �! ROVIDE ALUMINUM CLEAR EXISTING NDOW Y�CD X PLHALT SYWOOD XH INGLE 00 I SHEATHING f C C\J<E --- ---- NG t---^— -- r----- STEP FLASHING WHERE 7Y2 SPRAY-IN CLOSED ELL INSULATION (R-50) Eli €' ROOF MEETS WALL. i -2"X 10" RIDGE BOARD 1— --� ' F / BEDROOMIAVit t r 601:=1119"11161 r 11 11 f N .1 N N I Lj TGI 5G0 @ 12"O.C. MATCH EXISTING PLATE HEIGHT zt CLIENT/OWNER JIM AND KAREN 77 N -1 NEW FOYER FLOOR HEIGHT EXISTING HOUSE S P EYE R TO MATCH EXISTING HOUSE PROJECT TITLE i MODIFIED GARAGE FOYER RENOVATIONS & ADDITIONS REINFORCED CONCRETE BLOCK FOUNDATION WALL EXTEND EXI5TING2x8 FLOOR JOISTS @ 16'O.C. 2100 K N STREET FOUNDATION WALL AND FOOTING R-22 BATT INSULATION NEW SUFFOLK NY I G"x 8" POURED CONCRETE FOOTING EXISTING FOUNDATION NEW 2" POURED CONCRETE SLAB MINIMUM 3'-0" BELOW SURFACE ON EXISTING FOUNDATION WALL DRAWING TITLE UNDISTURBED SOIL AND FOOTING TO REMAIN SECTIONS SECTIONC 1:8 SEPTEMBER,2o18 SME 1/4 = 1 SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED DRAWING NO. ISSUES/ REVISIONS GENERATOR ON PRECAST ------------ "-�""""" PAD IN THIS AREA TO BE 3 \ — INCLUDED IN SEPARATE BID i WP WP — —? r— —--- -- Lu TO LIGHT FIT. Op ON 2ND FLOOR I — zo I - � - ------- 1 ----- -- �� 220V ELECTRIC HEAT i 1 PUMP ON - 14ROVIDE ELECTRIC RADIANT HEAT 3---- 11 �/ �I PRECAST PAD MAT UNDER TILE FLOOR IN FOYER t. ,i-- 4 1 �� 1 , cog- 3 Ep — �' / - 1 3, � Cl � y -- WP _ THESE PLANS ARE AN INSTRUMENT OF SERVICE ---- AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2018 ALL RIGHTS RESERVED �` ~ ' Robert I. Brown _f FIRST FLOOR ELECTRICAL PLAN Architect, P.C. SCALE: 114' = 1'-0" 20 Bax Ave. Greenport NY EXISTING EXCEPT AS NOTED info@rlbrownarchitect.com 631-477-9752 NOTE; PROVIDE PHOTO VOLTAIC CELL PANEL ARRAY ON ROOF (SEE ROOF PLAN). PROVIDE SWITCHING, PANEL, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, HOOK-UP AND OTHER EQUIPMENT AS UNLESS ACTING UNDER THE DIRECTION OFA NECESSARY TO INTEGRATE WITH LICENSED ARCHITECT,TO ALTER ANY ITEM ON EXISTING AND NEW CONSTRUCTION. THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ELECTRICAL LEGEND LIGHT SWITCH ,r 3 =THREE WAY 4 = FOUR WAY '~`^ OUTLET : CLIENT/OWNER GTI= GROUND FAULT INTERUPT 220 = 220 VOLT FIXTURE 4 = QUAD OUTLET JIM AND KAREN' S= SURFACE MOUNT PROVIDED BY OWNER SPEYER K= RECESSED PROVIDED BY CONTRACTOR FO WALL SCONCE PROJECT TITLE 0 CABLE 5E NETWORK CABLE RENOVATIONS - — L.E.D. LIGHT STRIP & ADDITIONS 4 ALARM KEYPAD 2100 JACKSON STREET 4 THERMOSTAT NEW SUFFOLK, NY ® VENT DRAWING TITLE CO CARBON MONOXIDE DETECTOR BASEMENT Q ED SMOKE DETECTOR CTRICAL PLAN.AN 18 SEPTEMBER,w18 SCALE 1/4" = 1-0"' DRAWING NO. n ISSUES REVISIONS LED STRIP ABOVE 05ED COLLAR TIES { _1 - _ \ CLG fE-- CLG FAN -T DOWN 5 / \ 1 / �4 L-1 CO N F A ----------- .. ............ GfI $$ F— s $ I-0 D 0 CLG FAN VENT ------- lit------- i THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2018 ALL RIGHTS RESERVED A SECOND FLOOR ELECTRICAL PLAN SCALE: 114' = P-0" EXISTING EXCEPT AS NOTED Robert I. Brown EX 'TING HOU5F ELECTRICAL LEGEND Architect, P.C. $ LIGHT SWITCH 20? Bay Ave. Greenport NY 3 = THREE WAY info@ribrownarchitect.com F- 4 = FOUR WAY 631-477-9752 @-- OUTLET GFI= GROUND FAULT INTERUPT NOTE; PROVIDE PHOTO VOLTAIC CELL 220 = 220 VOLT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, PANEL ARRAY ON ROOF (SEE ROOF 4 = QUAD OUTLET UNLESS ACTING UNDER THE DIRECTION OFA PLAN). PROVIDE SWITCHING, PANEL, FIXTURE LICENSED ARCHITECT,TO ALTER MY ITEM ON 5= SURFACE MOUNT PROVIDED BY OWNER THIS DRAWING IN ANY WAY.ANY AUTHORIZED HOOK-UP AND OTHER EQUIPMENT AS R= RECESSED PROVIDED BY CONTRACTOR ALTERATION MUST BE NOTED,SEALED,AND NECESSARY TO INTEGRATE WITH DESCRIBED IN ACCORDANCE WITH THE LAW. EXISTING AND NEW CONSTRUCTION. I-0 WALL SCONCE CABLE &— NETWORK CABLE L.E.D. LIGHT 5TPJP ALARM KEYPAD g ' `') 4THERMOSTAT (D VENT =J GO CARBON MONOXIDE DETECTOR CLIENT OWNER QD SMOKE DETECTOR JIM AND KAREN SPEYER PROJECT TITLE RENOVATIONS & ADDITIONS 2100 JACKSON STREET NEW SUFFOLK, NY DRAWING TITLE FIRST FLOOR ELECTRICAL PLAN SCALE 18 SEPTEMBER,2o18 1/41' = 11-01" DRAWING NO. E2 ISSUES/ REVISIONS .- -_ GENERATOR ON PRECAST -._ - -.-- - PAD IN THIS AREA TO BE INCLUDED IN SEPARATE BID ' I HOSE ? ' BIBB i - INCLUDE GAS L114E FROM I- ------- HOUSE TO GENERATOR ---I - - c j ULu zO u U) �. I, ELECTRIC HEAT I PUMP ON PRECAST PAD I � Ii WALL MOUNTED E HEAT PUMP F UNIT WALL MOUNTED ----------------- HEAT PUMP I \ UNIT THESE PLANS ARE AN INSTRUMENT OF SERVICE %\ AND ARE THE PROPERTY OF THE ARCHITECT. iINFRINGEMENTS WILL BE PROSECUTED ---I- .,-__- - J zo18 ALL RIGHTS RESERVED EXISTING KITCHEN TO REAMIN --------------.-___--_�--------------- _ --•� i �- _-__-- �-, Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com EXISTING HOUSE _ ,. _ _o o _�__�_ — _ _ ._..� .�_ _ _ `J 631-477-9752 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. a FIRST FLOOR MECHANICAL PLAN SCALE: 1/4" = I'-O" EXISTING EXCEPT AS NOTED NOTE: WATER SERVICE, INCLUDING HOT WATER TO BE RUN FROM EXISTING HOUSE CLIENT/OWNER JIM AND KAREN SPEYER PROJECT TITLE RENOVATIONS & ADDITIONS 2100 JACKSON STREET NEW SUFFOLK, NY DRAWING TITLE FIRST FLOOR MECHANICAL PLAN 18 SEPTEMBER,2oi8 SCALE 1/4' = 11-Of" DRAWING NO. 155UE5 REVISIONS WALL MOUNTED HEAT PUMP i. UNIT Ll ------------------------------- F ------ WALL MOUNTED HEAT PUMP UNIT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2018 ALL RIGHTS RESERVED EXISTING HOUSE Robert I. Brown Architect, P.C. 2oBay Ave. Greenport NY in.?o@ribrownarchitect.com I" APIL 3 SECOND FLOOR MECHANICAL PLAN 61-477-9752 SCALE: 1/4" = P-0" EXISTING EXCEPT AS NOTED IT Is A VIOLATION OF THE LAW FOR ANY PERSON, UNILESS ACTING UNDER THE DIRECTION OF A LICIENSED ARCHITECT,TO ALTER ANY ITEM ON THIIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NOTE: WATER SERVICE, INCLUDING HOT WATER TO BE RUN FROM EXISTING HOUSE CLIENT OWNER JIM AND KAREN S P Evx JER PROJECT TITLE RENOVATIONS & ADDITIONS 2100 JACKSON STREET NEW SUFFOLK, NY DRAWING TITLE SECOND FLOOR MECHANICAL PLAN 18 SEPTEMBER,2o18 SCALE 1/41' = 1-0 DRAWING NO. EXTEND EX15TING GARAGE SLAB 30-3 ANO`OonNG 5 POURED CONCRETE OUNDATIO 'WALL POURED CONCRETE j•fiN :Z—'L 11 7 IS 4 8'P'OUNDATIOOUWALL ON CONCRETE FOOTING———————————————— EXISTING GARAGE 3LA3 MINIMUM 3-a BELOW SURFACE ON A UNDISTURBED 5011- 51 `O ATI TO Al -4-51.OUTDOOR I.-- EX N Ou kTIO 0 F CONCRETE 5'POURED CONCRETE -OUNDATION WALL O IO'DIA 50NOTUM Bldg Dept copy from ZBA Final reviewed ocuments FO=TING, Z'BA File# CONCRETEL -i L -j MINIMUM BELOW 5URFACE ON 12' UNDISTURBED50L FOUNDATION PLAN SPEYER RESIDENCE 5CALE 1/4'-I a EXISTING EXCEPT AS NOTED 2100 JACKSON STREET, NEW SUFFOLK, MY 05 NOVEMBER, 2017 SCALE: 1/8" = fo" Robert I. Brown Architect, P.C. 2o? Bay Ave. Greenport NY info@rtbrownarchitect.com 631-477-9752 011 D AF? C, tj C?A IT IS A VIOLATION orTHE LAW FOR ANY PERSON. UNLESS ACTING UNDERTHE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY nEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED AND 1. DESCRIBED IN ACCORDANCE WTITI THE LAW. 1634A k- OF N m i CLT OPENING5�N EX15T�NG GARAGE ,VAL=OR'MNDOsv5 AND OOOR5 .vnERE SHOWN PATCM1 AND REPAIR A5 NECE55ARY 30'3 B NEW OVERt1EAd GARAGE DOOR GENERATOR ON PREGtiT O PAD IN Tn15 AREA TO BE CLOPAY CANTON RIDGE INCLUDED W SEPARATE&D I OS 22-f DE51GN 12 REC 13 / REMOv2 EXSPNG OR:n REPIACE WITH — NEIY=OYER BtLCK PAVED RAMP LP vo D� o I o LP 103 0„ 2- 2. 2-8- 3 aL 3 .8 a 2 10'-1 jT ELECTRIC HEAT O 3 5TLD10 MODI`IED GARAGE O PREM[A9T PAD 102 z FOYER G MDR BUILT-IN PINE BENCH;S Dl I O HEIGHT TO MATCHSE WITH 12W STORAGE CIA35 E%ISnNHOUI O I PROvT 2 X a'P T SLEEPERS S OC OVER eMIL POLYtTNEIENE OMEMBRANE OVER EIn5TING I O 7 CONCRETE STAB`ILL BfiWEEN C 5LEEPER5 WITH 3'PJGD IN5ULAnON N W OUTDOOR SHOWER S PROVIDE+CO-X PLYWOOD 5U53OOR AND-LOORING A5 SPEG`IED AD1L5T nEIGnT A5 NECE55ARY TO v AUGN FINGnEO`LOOP,WITH I O CHANGING FINISHED°LOOP IN FOYER i 2' a AREA c 0 13-g 1 4 Bwacs _ BRICK 5 9-5 4 z-Io r-Ia I I I NEW RGO -i--{ - -}-- Bldg Dept copy from ZBA TT I 212XBGRDER Final reviewed documents WOOD owMNs ZBA File,* _GQUD Date: PTID IJS 51-ISPEYER RESIDENCE 2100 JACKSON STREET, NEW SUFFOLK, NY 05 NOVEMBER, 2017 ` SCALE: 1/8" = i o" LT Robert I. Brown EXISTING EXISTING Architect, P.C. FRAM EYDRANGI 205 Bay Ave. Greenport NY SHED inE-o@rtbrownarchitect.com 631-477-9752 �,��RED AR�hi VERT' IN,`IEDTO CLEAR nYRANOA 12-1' AA, OAt••` IT IS A VIOLATION OF THE LAW FOR ANY PERSON. UNLESS ACHNG UNDER THE DIRECTION OF ALICENSE _ FIRST FLOOR PLAN TEM ON THISDRDARCHFN NYWA ALTER ANY tioRvE THISDRAWING IN ANY WAY AEALED ORIZED V ALTERATION MUST BE NOTED,SEALED AND SCALE U4 =1Q DESCRIBED IN ACCORDANCE WITH THE LAW EXISTING EXCEPT A5 NOTED 6341 y F N o- 0 •3-T� �3-7� EO EQ / PROP05ED BEDROOM _ 202 O 201 DN O II z- i 13 N O 205 V OI PROP05ED BEDROOM 2O3 2 E0 0 E0 E0 3-9' 1 3, 1 3 1' 1 3-1• 1 3-3' 5-10' 13 10'-6 3-1 3-1- 3•I' 1 1a ' I$•iz O O A Bldg Dept copy from ZBA TTTT TTT III Final reviewed o ments SECOND FLOOR PLAN ateFZBAllq/ar © SCALE 1/4' i{Y Ex15TrNG E%CETT AS NOtED SPEYER RESIDENCE 2100 JACKSON STREET, NEW SUFFOLK, NY 05 NOVEMBER, 2017 SCALE: 1/8" = i o" ` Robert I. Brown Al Architect, P.C. 20 Bay Ave. Greenport NY into@r>brownarchitect.com 631-477-9752 F-D All TTISAVIOTATIONOFTHE TAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A L� LICENSED ARCHn=.TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY ANY AUTHORIZED - ALTERATION MUST BE NOTED.SEALED.AND DESCRIBED M ACCORDANCE WTTH THE TAW J 6341 OQ� F NEv`ly 9 -------------- �---- I � I � ` I 5OPE DOWN I I I I � I I I � I I I I � In OVIDE P iOTOVO TNG CE PANEL i RRAY O TM15 I Il I � I � _ — J Bldg Dept copy from ZBA Final reviewdc9ooments I--} Dat ZBA File%aoo��419/ 'C ROOF PLAN SPEYER RESIDENCE © 5CALE I„ - .0' Moo JACKSON STREET, NEW SUFFOLK, NY M5TING EXCEPT A5 NOTED 05 NOVEMBER, 2017 SCALE: 1/8" = i o" Robert I. Brown Architect, P.C. zo Bay Ave. Greenport NY in Bay 631-477-9752 GRED ARC 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 INANYWAY ANYAUTNORIZED ALTERATION MUST BE NOTED.SEALED.AND �T DESCRIBED IN ACCORDANCE WITH THE LAW f( F 4A O F 1 A5PrALT ARCr.TE.-,RAL TOMATCM r0l,G TO Nwr[n r0�,5E ® ®®® ® Au-A,r A A..O Eavf TUM TO N Tf:+—5T.NG MOU5E -ACTOzy PRF DPPEO 5 TONED,CEDAR SnNGLF5 TO MATC,nOU5E Bldg Dept copy from ZBA =A MAr3GONI105T ® ® Finalrev ewec�cJO ments ZBA File# 7plrQV =X A vERS K Date: / Ste/0201. `LAT CajiN TRApi D1— lL PAINTED Nti SPEYER RESIDENCE 2100- JACKSON STREET, NEW SUFFOLK, NY ® EAST ELEVATION 05 NOVEMBER, 2017 SCALE .14 �-C- f%i5TING EXCEPT A5 NOTED Robert I. Brown Architect, P.C. 20-5 Bay Ave. Greenport NY info@ribr ownarchitect.com 631-477-9752 �E,:,EDA tip': T I.gAoYi C, 4 IT IS A VIOLATION OFT]IE LAW FOR ANY PERSON UNLESS ACTING UNDER TI IE DIRECTION OF A LICENSED ARC]IrrECT TO ALTER ANY FFEM ON THIS DRAWING INANY WAY ANY AUTHORIZEDk ALTERATION MUST BE NOTED SEALED AND r DESCRAMED IN ACCORDANCE WITH TIIE LAW P ASPHALT ARCr"ifCf,�igL ASPHALT ` ',Ru SHINGLE RDO`�hG n-NGLf RCO00`•N-'G TO♦LATCH hO,,Sf i0 NIAi Cn nP.SE A L`A5C,A ANO EAVE T'PJM 'O hIATCn`_X,SiihG nOL5E :.� }.,J VERSATM`LAT 'AS�NG AND TRADR•Or,AL -P 5"� 'MNTED WHITE'.+•P 5'Aihr.D Celan 5n,hGLE5 TO%IATCY nOL,1E ®®® FM Bldg Dept copy from ZBA Final reviewc ants ZBA File# ( vs Date: SI, ar, o 6 I NORTH ELEVATION SPEYER RESIDENCE © EZSTmGEXCEPrASNOTfD 2100 JACKSON STREET, NEW SUFFOLK, NY o5 NOVEMBER, 2017 SCALE: 1/8" = 1'o" Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY into@rlbrownarchitect.com 631-477-9752 g�O�T IT IS A VIOLATION OF THE LAW FOR ANY PERSON IR = -z.� UNLESS ACTING UNDER THE DIRECTION OFA %�•� ,x hyiT. ,* LICENSED ARCI IITECT,TO ALTER ANY ITEM ON TIIIS DRAWING IN ANYWAY ANY AUTHORIZED S 9 ALTERATION MUST BE NOTED,SEALED AND y- � DESCRIBED IN ACCORDANCE WTTIITIIELAW J v QF V1�.� aLp—Lr a:n TE.,Ra 9r-•NG-:�LO`IG NO E.PROVIDE PMOTO VOLTAIC rC _PANEL ARRAY ON ROOF(SEE ROOF?LAN) 'ROv:DE 3WITCn:NG -ANE!,HOOK-UP AND MIER fOU:'VENT A5 NECF33ARY TO INT°Gi2Ai`_w:'rI=x•5*'NG AND NEW /Z \\ CONSTRUCTION I YS>naLr ti>r•ur ®® ® ® ® ' ® Ar([M,T=LTr��.4 c�r,RAL n.N GLE;00','.:; j•-Ni•� 'J F-1 F] TO o-6 v TO MaTC�+-.p.,.E 5 �� TO 4•aTCn ALL`tiC,4.u,0 EAVE iP,NI r0 N1ArOn fx,ST,NG nq,5'c ♦e�-5 TEN'La- 'al Jig=a,O.PpEO �aSMG 440 r�AD,TpN Sia•.EO CEDAR 5—,GLE5 5•'1 aa,r,'Ep WnTE�Y' •0.,rare-,-015E FM 11E] 0 Bldg Dept copy from ZBA F1 11J, Final reulewe�'do� ents ZBA Fil # J�oZZ Date: d\ o I .—oGANY OLTDOO4 5nOWER ENCLO5I,RE SOUTH ELEVATION SPEYER RESIDENCE © XG5T ,xiSTrnG ExCEPr AS NOTED 2100T ACKSON STREET, NEW SUFFOLK NY ' o5 NOVEMBER, 2017 SCALE: 1/8" = i'o" Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY into@ribrownarchitect.com 631-477-9752 ,��ED AgCy G SRT I Bq, r IT ISA VIOLATION OFTIIE LAW FOR ANY PERSON UNLESSACTING UNDERTIIE DIRECTION OFA i-r. ,+ LICENSED ARC I IfTECT TO ALTER ANY REM ON .•i I? TI IIS DRAWING IN ANY WAY ANY AUTI IORIZED ALTERATION MUST BE NOTED SEALED AND DESCRIBED IN ACCORDANCE WM I TI IE LAW For-NE A5PhALi ARCHITECTURAL 5HINGLE ROO`ING 70 MATCH HOUSE NOTE.PROVIDE PHOTO VOLTAIC CELL PANEL ARRAY ON ROOF(SEE ROOF PLAN) PROVIDE 5W!TiCHING. 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Brown 14;-TGI 560 @ 12'O C PROVIDE 2.4 P T SLEEPERS @ I G' f GYP BD Architect, P.C. O C OVER GMIL POLYEMEU!E NEW STAIR MEMBRANE OVER EXI5TING R15E 7 X' CONCRETE SLAB FILL BETWEEN RUN IP 20Bay Ave. Greenport NY SLEEPERS WITH 3'RIGID INSULATION R15ER5 15 PROVIDE.'CD-X PLYWOOD n info@rlbrownarchitect.com 5UBFLOOR AND FLOORING AS - SPECIFIEDX77 ADJUST HEIGHT A5 NECE55ARY TO 31-4//-975 ' ALIGN FINISHED FLOOR`MTh FINISHED`LOOP,IN FOVER (�'CEFtEDAR C EXI5TING BRICK PATIO FX15TING GARAGE SLAB Ui (�T I.QL1 �.A �� IT IS A VIOLATION OFTHE LAW FOR ANY PERSON, �A�` UNLESS ACTING UNDER THE DIRECTION OF A [� LICENSED ARCHITECT.TO ALTER ANY ITEM ON _ - EXISTING FOUNDATION WALL EXISTING`OUNDATION WALL THIS DRAWING IN ANYWAY ANY AUTHORIZED AND FOOTING TO REMAIN AND`DOTING TO REMAIN ALTERATION MUSI-BE NOTED SEALED,AND DESCRIBED IN ACCORDANCE WITH THE TAW SECTION A SCALE 1/4'=I-0� 6341 EXI5TING EXCEPT AS NOTED N ASPHALT 5—GLE RDOSNG F'CD-X PLYWOOD RATED 5"EATnING 2.,O RA`TER5 - 7A 5PRAY IN CL05ED CELL IN5UUITION IR-501 3v ALL`A50A,MID EAVE MM 7iNTEPJOP, c TO MATCH IX•3TIhG HOU5E .G COUGAR VE5 @ 48 O C , 1r - (21 2.8 HEADER fTYP I 5TUD WALL `2,R.I 2:CLOSEDLELL 5PRAY IN`CAM IN5ULATON R 1 5 BATT IN5ULATION AUrr+,WITH 9R5T`LOOKROp`EDGE PROPOSED BEDROOM .2 - 2 0 5'TG-550 @ 2 0 C MATCH EXISTING PLATE 111111 '2.2.8 GIRDER 2.5 RARER5 @ 24 O C NEW^ERGOLA 0-5OUARE WOOD COLUMN CLAD IN I % VER3ATEK BOARD If jj PT SELL PLATE IX15TING BRICK PATIO NEW 51-48 TO MATQt IXISTING .O DIA 50NOTUBE REIN`ORCED CONCRETE BLOCK OIUNDAT ED RETE BLOCK ON WALL `OUNDATION WALL 30.30'.12 PROVIDE(2)•5 CONTINUOU5 15 B'POURED PO--;RED CONCRETE REBAR IN`DOTING CONCRETE`DOTING DOTING MINIMUM 3.0'BELOW SUR`ACE MINIMUM 3-0'50.jD/ ON UN06TURBED SURFACE ON SOIL UNDISTURBED SOIL SECTION B 5CALE 1,4-.i A7 IX15nNG EXCEPT A5 NOTED Bldg Dept Copy from ZBA Final We d A5PHALT 5nINGLf ROOFING w ^ �{m@nts A-cD X PLYw000 RATED 5HEAmING ZBA La # O� V 7.4 5PRAY-IN CL05ED CELL IN5ULAnON LR-501 Date' 2.I 2 RIDGE BEAM 2.I O RAFTERS @ i 6.O C Ir 2 c IUN 51DING TO MATCH SOI TS 16' C 5T @ -D HOUSE I S P EYE R RESIDENCE e s e s i 3.5 DRESSED riR COLLAR nE5 p 48'O C 2100 JACKSON STREET, NEW SUFFOLK, NY FM ASPHALT PLYWOOD E ROTE 15 - NG CO 5 LT N ROVIL ALLMIN M CD-X PLYWOOD RA SHEATnIhG 5TEP FLASHING ERE CLEAR IXISnN NDOW 7YX'5PRAY-IN CL05ED ELL IN5ULATION(K-50) ROD'MEET5W .X10'RIDGEBOARD 05 NOVEMBER, 2017 SCALE: 1/8" = i d BEDROOM 12.00 R MATCH EXISTING PLATE HEIGHT RO ert I. Brown Architect, P.C. '- NEWFOYERROORHEIGH7 EXISTINGHOU5E 205 Bay Ave. Greenport NY TONIAToc;,. SnNGnOUSE InE-o@ribrownarchitect.com / 631-477-9752 `OYER MODIFIED GARAGE CON � p gRcy� REIN, OUNDCA ON wA11 EXTEND EX15TING 2.8 FLOOR.1015T5 @ 16.0 C FOUNDATION WALL AND`DOTING R-22 BATT INSULATION III.8'POURED EX15TING FOUNDATION CONCRETE FOOTING ., NEW 2'POURED CONCRETE 5LAB IT IS A VIOLATION OF THE LAW FOR ANY PERSON, QO A MINIMUM 3 O'BELOW L� SURFACE ON EXISTING FOUNDATION WALL LICE S ED ARCO UNDER A T DIRECTION IT OFA UNDISTURBED 501L AND FOOTING TO REMAIN LICENSED ARCHIIE ANY W ALTER ANY REM ON THIS DRAWING[N ANY WAY.ANY ALTERATION MUST NOTED,SEALED,LED.AND NDD '* . DESCRIBED IN ACCORDANCE WH71 THE LAW SECTION C 5CALE 1/4•=14r EX15TING EXCEPT A5 NOTED