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HomeMy WebLinkAbout41184-Z ,-13f Fat'(coG� Town of Southold 9/27/2017 0 P.O.Box 1179 53095 Main Rd �4, yap Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39246 Date: 9/27/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 210 Robinson Ln.,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-4-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2016 pursuant to which Building Permit No. 41184 dated 11/21/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Stole,Andrew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41184 09-06-2017 PLUMBERS CERTIFICATION DATED 08-22-2017 J Whitec wage t ho ed Signature TOWN OF SOUTHOLD �S�FFn�,r��' BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41184 Date: 11/21/2016 Permission is hereby granted to: Stole, Andrew 304 W 115th St Apt 7A New York, NY 10026 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 210 Robinson Ln., Peconic SCTM #473889 Sec/Block/Lot# 98.-4-38 Pursuant to application dated 11/16/2016 and approved by the Building Inspector. To expire on 5/23/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $452.40 C07- Building $50.00 $502.40 Inspector l 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 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees < 1. 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. Novev"6r- 10 . Zo ( 6 New Construction: Old or Pre-existing Building: %/111 (check one) Location of Property: Z 10 R06 hSan "14f- ?eCO N I L House No.`` Street Hamlet Owner or Owners of Property: Aim- e o Soo I L° Suffolk County Tax Map No 1000, Section Block L( Lot 3 Subdivision Filed Map. Lot: Permit No. qu 92I Date of Permit. Applicant: Meryec Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p c t Signature SOUry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAA P.O.Box 1179 • iQ rimer.richertO—town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stole Address: 210 Robinson Lane city,Peconic st: New York zip: 11958 Building Permit#: 41 184 Section: 98 Block: 4 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Kitchen, Bath and Laundry Area Notes: 1- Exhaust Fan, Electric-Cook Top, Wall Oven, Range Hood. 8- Combination ARC Fault/ GFCI Circuit Breakers, 5- GFCI Circuit Breakers. Inspector Signature: Date: September 6, 2017 0-Cert Electrical Compliance Form As S%3FFO(�coG o� y� H Z Town Hall,53095 Main Road O ® Fax(631)765-9502 P.O. Box 1179 y�fol �a®� Telephone(631)765-1802 Southold,New York 11971-0959 [ MJILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �' ! Building Permit No. I� � Owner: (Please print) Plumber: J m-f- 4-C� /7-5 C (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 /7 NotaryPublic D County AU6 2 4 2017 CRRISnE HALWM6 Notary Public,State ofiNew Yolk, , DEPT.,, 4483195D Suffol Cou ' ' Wires N t 31,ZO TOWN OF SOUTFIOLD RIMSOF SO(/l�, N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLEIG. [ ] FOUNDATION 2ND [V INSULATION [ ] FRAMING / STRAPPING [ ] F AL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) MARKS: Eft A � C � `��DY✓. pit DATE 31311 )-vP- - INSPECTOR OF SOUT'yo TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) EM KS: �`� �✓ � Q I D�(Vr1 eit� a..rAwua - ► DATE - INSPECTOR pE SOUl�olo G • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . `J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR fjf s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: /�24 t DATE - INSPECTOR��) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]nELECTRICAL (FINAL) REMARKS: til"k C- cam-. DATE INSPECTOR ROCKET INSULATION & COATINGS INC. -rte J 656 fl[P PORI(DRIVE POMOMOMfl, nT 11779 P 6317509075 f: 6517509076 www.Rocke - rocketinsulation@gmail.com INSULATION 8c COATINGS Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Area Insulated Thickness/Aged R-Value** 2X4 EXTERIOR WALLS 3" NOMINAL CLOSED CELL FOAM R21 FIRST FLOOR ROOF RAFTERS 7" NOMINAL CLOSED CELL FOAM R49 BASEMENT CEILING R19X15 KRAFT FIBERGLASS WITH TIGERS TEETH SUPPORTS (DOES NOT INCLUDE CEILING UNDER KITCHEN WITH RADIANT HEAT) BASEMENT RIM JOIST 3" NOMINAL CLOSED CELL FOAM R21 FIRECAULK ALL PENETRATIONS AS PER CODE DOORS&WINDOWS LOW RISE FOAM FIRST FLOOR CEILING R19X15 UNFACED FOR SOUND FRONT WALL 3" NOMINAL CLOSED CELL FOAM R21 "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 210 Robinson Ln, Peconic, NY 11958 Date of Installation:3/31/17 Building Contractor: David Murray Design Installed By: Rocket Insulation and Coatings Inc 13 [�CFGV[2 -Post Near Electric Panel- DD AN 2 4 2017 BUT_r,-A')jTfG D1rPTo TOWN OF SOI7THOLD FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H ------------------------------------- FOUNDATION ----------------------------------FOUNDATION (2ND) )Atz ri(acm0 ° Ptc� ROUGH FRAMING& AV PLUMBING r H fir ✓ li( to b ver � • r INSULATION PER N.Y. H STATE,ENERGY CODE C\ FINAL ADDITIONAL COMMENTS �q,3 11 ff ct m ele, bef t � x Z � d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �v Survey SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ® Flood Permit Examined ,20 Single&Separate D Storm-Water Assessment Form ®� 6 2016 Contact: ,q Approved ,20 6 Mail to: / ler � Kew wt LO rr Disapproved a/c BVILDING)I1 P® M)( 6g 3, /JY Phone: G31-x-077- 27'!Fg qM� Expiration ,20 . Building Inspe o APPLICATION FOR BUILDIN IT Date Noypsm 6ec- I® , 2016 INSTRUCTIONS a. This application MUST be completely filled in by,typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. C. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit-to the applicant. Such a permit shal l 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-l8 months from such date..'If no zoriing'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. (§Cnjure of applicant or name, if a corporation) Zm P-01sI F66A 54ceet . Po 00.0 683 (Mail'n address o applicant) k G►etie sort ttct(44 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Awclre u 5Ao l P (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ;IQ L-Rr►son House Number Street Hamlet . 1?c�t;�q:ef.�iY County Tax Map No. 1000 Section 19 BlocZVO f�nu.0.0-.1 Lot 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sihc ..+i lv c� Iii inc b. Intended use and occupancy Si he I0- cwy i w dwe IIi'v+c 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /SSCP C) _ ' be paid on'filing this application) 5. If dwelling, number of dwelling units Number of dwellin i is on each floor If garage, number of cars z y° fei 6.1 If business, commercial or mixed occupancy, spec �drx�nt of each type of use. 7. Dimensions of exi®ting structures, if any: Front 7 -� Rear T7-6 Depth 4'3 -3 Height ZD v 1 Number of Stories ;L Dimensions of same structure with alterations or additions: Front '77=6 " Rear 77'if Depth H-3 = 3 Height 7-0 a �� Number of Stories 8. Dimensions of entire new construction: Front• Rear Depth Height Number of Stories s s , 9. Size of lot: Front 13S .2A Rear_ l` .po Depth 171 yOS 10. Date of Purchase 7-01--IS Name of Former Owner Eklip ca- cl of'U�nV1 11. Zone or use district in which premises are situated Li b 12. Does proposed construction violate any zoning,law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO / Will excess,fill,be,removed from premises? YES NO AnneS3ol� ztd iZob,+�se� 4�,w� 14. Names of Owner of premises_ 1 G•e,o Address F-6a..;g-AJ II`tSX Phone No. Name of Architect_tle rev I • l�cb.war Address Po Dox 6sr3GAy�y Phone NoCN1-H77-36736 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ' NO / IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *• YES NO % * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. -17. If elevation at any_point on property is at,10 feet or below, must provide topographical data on survey. 18. Are; there any:,covenants and restrictions with'respect to this property? * YES NO-,--' * IF YES, PROVIDE A COPY. STATE, OF NEW YORK) SS: _ S COUNTY OF $oto /ler y l K ca%me being duly,sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Arew lett- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swore t lgfore me t�C)OQAkA. day of20 r M. o9�Now York Notary Pub is No.O1C116100507 ignature of Applicant Oat , Scott A. Russell ,��°su �v STO>]KMWA\T]E]k SUPERVISOR MAN IENT SOUTHOLD TOWN HALL-P.O.Boz 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE )FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [:I WC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ta E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [:IIWF. 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 in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- District NAME 14 / not rw r iP-0 Section Block Lot % ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (Telephone Numbed Reviewed By: Date Property Address/Location of Construction Work: - - — — — — — _ � l_l(P -1(o - - Approved for processing Building Permit. Z�d �iir�SohVI� Stormwater Management Control Plan Not Required. aCVW% C- l" Y I let 5-g Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 0 0 0 4 Town Hall Annex .1, 54375 Main Road CO2P.O.Dox 1179 r0 er.rlchert 2017\zg (� o Southold,NY 11971-0959 ��1� ��O ' ) MAR z z j.f BUILDING DEPAR'T'MENT BUILDING DEPT. TOWN OF SOUTHOLTD TOyN OF S®U'I'HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. A-1� PROC. Date: ' :,%ompany Name: x'}17 PRO Vame: po U Ez[on- _icense No.: .33 7 cLo& HE address: - O BOX. 293cue- o L)e 3 1. *one No.: b3 �� ©� ra X13 S�3 IOBSITE INFORMATION: (*Indicates required Wbrmation) Name: r O L Address: `L i Robfbson n. coon I C. Cross Street: Phone No.: 'ermit No.: f� ax-Map District: - 1000 Section: Block: Lot: 31RIEF DESCRIPTION OF WORK(Please Print Clearly) /w Poor 2- d be scimr-;r1- 'Floc tr l Co I ROV h 1 tease Circle All That Apply) s job ready for inspection: NO_ ough In Final )o-you need a Temp Certificate.- YES/ NO . amp Information(If needed) iervice Size: i Phase 313hase 100 150 200 300 350 . 400 Other Jew Service: Re-connect- Underground Number of Meters Change of Service Overhead Jditionai Information: PAYMENT DUE WITH APPLICATION _ C .82-:-Request for Inspection Form 0 Town Hall Annex ��4' = Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O.,Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT „NOTICE OF UTILIZATION.OF'TRU'SS TYPE CONSTRQdV0N. PRE -D1 W.00b-CONSTRUCT[ON,ANO]OR,`.TlMgER.CONSTRUCTION Date: A) 0 O A Owner: And ret.t S io le i Location of Property: Please take notice that the check a s'1'9 abl'e'.1ine . New residential structure. ' Addition to eAstincg_'residential structure Rehabilitation to ars existing residential structure to be constructed or performed at the suoj0ct#00er y,reference above will utilize (check:applicable line): r Truss type construction.ff—TI) ° Pre-engineered wood;constriction Timber construction (TC) in the following locations) (check applicable line): ` _ Floor framing, including,girders,and beams (F,) _ ' Roof-framing'(R)'. Floor and roof framing (FR) poll Signature: Name (person submitting this form): /fiery I Kres rmrr u ; Capacity(check applicable line): Owner Owner representative TrussResReg15.d0cx Effective 1/1/2015 � `is,r' 1 TOV:O/PI OF S011,THOLD "PROIPERTY���.�,R COAD-' '.CAR® V— '.M�: •. '' fJ� '' - iii. { k "'aOWNE _ �'h ��r a STREET VILLAGFr s1, '2: r,; DIST. SUB. LOQ /. `,�� - -�'�i'� z 'T„` =GG.tll�• �` \.{ i Y�`(=7'��..* � 1_ � �-- ' � C✓!j�.. -%y' a'=-'L' RM_ ER' Ol/yr.rER / N E ACR. ' S W TYPE OF BUILDING SEAS. VL:” ' FARM COMM. CB. MISC. Mkt. Value E - �' LAND' IMP. OTAL DATE REMARKS1y ; -Z/z b A 's Yo V �,� CJ 4111 1, ♦S !, �/3 J oC , d2 0 —00'i s�j�„J�,i LV F�C/iC - !! �* \ if•r,''`'`V fi-f.k�1� -714 S- pq 00 /ZA r 3001 6ROC-) 1 7,600 , 3 I /Oz, FARM Acre V.al^ Per •'GVgll /v A sa; /' `� �� chi �V•.f f%CJ Tillable 1 ' Tillable 2 Tillable 3 Woodland Swampland g FRONTAGE ON WATER -Brushland FRONTAGE ON ROAD / / House Plot DEPTH ' BULKHEAD Total DOCK • J001:1 4s I swooj� r r' ■■■■ amililill q R4 ■■■■■■■■■■■■■■■■ ■■■■■■ ■■■■■■■■■■■w■■ ■i■ ■� ww� ■■■ _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ., , ��. �' =' it a� �r\ '',,;��• \y a`�' +� �;` fic�i` r. M E R Y L K R A M E R a r c h i t e c t 213 EAST FRONT STREET TRANSMITTAL POST OFFICE BOX 683 G R E E N P O R T, NY 1 1 9 4 4 Attend Southold Building Department Via: Hand Deliver 6 3 1 4 7 7 - 8 7 3 6 Address Date: November 16,2016 m k a r c h i t e c t c o m Re: Leung Stole Permit Application CC: WE ARE SENDING YOU x Attached ❑ Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 4 11.16.16 Architectural Drawings 1 11.16.16 Survey 1 11.16.16 Budding Permit Application 1 11.16.16 C/O Application 1 11.16.16 Engineered Wood Notice 1 11.16.16 Stormwater Management Work Sheet 1 11.16.16 REScheck Compliance Certificate THESE ARE TRANSMITTED as checked below: ❑For Approval x For your use ❑As Requested ❑ For review and comment REMARKS: THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM I DATE July 2015 DRAWING &JOB NO. 15-346 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Area= 22 501 s.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. # 210 Robinson Lane, PeConIC GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Roa TO THE ASSIGNEES OF THE LENDING INSTI— NIndian TUTION. GUARANTEES ARE NOT TRANSFERABLE. Lof t3 , 162.29 -Found � Monument '� o 2691 rj . 422 chimney Fo�0 O ent 26 3 mosonry lond`n9 OD Ln Frome O Residence CD roof 060sed r I 5p screended, mosonry o \40% 11.0 011p, oreo g 0 14•t o Luf 12 �- steQs o goro9e a= `% grove I c�J� e Qo6o 20Q r cobC%gbs � r 1 r Found Z ►donument Ir N 7 is � W � nw wood 2 o S11'26�1 p co� nlitne N&S ®�tIEW Found ,S wood curb ovement edge osQholt dnvew�l W. �aQ� oonumee, , 0.8 Q _ - , 1 p5 s 71 0 0.4'S fooc 4, / �{ 7� 0 Certified to: Survey of Lot Number 12 MAP OF PECONIC BAY OAKS ANDREW STOLE AND LINDA B. LEUNG EMINENT ABSTRACT, INC (TITLE NO. EA1380—S) FILED OCTOBER 18, 1961 AS MAP N0. 3434 WESTCOR NATIONAL TITLE INSURANCE COMPANY situate at CITIMORTGAGE, INC. Peconic Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, 'New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 98 Block 4 Lot 38 NEW YORK STATE LICENSE NUMBER 050871 2 Bell court Scale 1 "= 30' Surveyed July 6, 2015 Lake Ronkonkoma, N.Y. 11779 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 30 1 11 1 1 120 CELLULAR: (631) 766-9714 IL EMAIL: mikemintolspcOgmail.com ( IN FEET ) 1 inch = 30 ft. Generated by REScheck-Web Software Compliance Certificate Project Leung Stole Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 90 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ® .® -01 - Compliance: 15.3%Better Than Code Maximum UA: 144 Your UA: 122 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral 154 26.3 2.3 0.035 5 Ceiling: Flat or Scissor Truss 176 26.3 2.3 0.036 5 Skylight:Vinyl Frame, 2 Pane w/Low-E 13 0.420 5 SHGC: 0.26 Skylight:Vinyl Frame, 2 Pane w/Low-E 13 0.420 5 SHGC: 0.26 Skylight:Vinyl Frame, 2 Pane w/Low-E 13 0.400 5 SHGC: 0.23 Wall:Wood Frame, 16in. D.C. 338 21.0 2.9 0.048 7 Orientation: Back Window: Wood Frame, 2 Pane w/Low-E 151 0.300 45 SHGC: 0.27 Orientation: Back Door: Glass 39 0.300 12 SHGC: 0.21 Orientation: Back Wall:Wood Frame, 161n. o.c. 219 21.0 2.9 0.048 9 Orientation: Left side Window:Wood Frame,2 Pane w/Low-E 7 0.300 2 SHGC: 0.27 Orientation: Left side Door: Glass 19 0.390 7 SHGC: 0.11 Orientation: Left side Wall:Wood Frame, 16in. o.c. 6 21.0 2.9 0.048 0 Orientation: Right side Floor:All-Wood Joist/Truss Over Uncond. Space 384 22.0 1.7 0.039 15 Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 2 of10 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # r Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value . Value 103.1, ;Construction drawings and a ❑Complies ; 103.2 !documentation demonstrate i ❑Does Not [PR1]1 :energy code compliance for the jj !building envelope.Thermal ❑Not Observable ; ;envelope represented on ❑Not Applicable ;construction documents. , 103.1, ;Construction drawings and I OlDoes Complies ; 103.2, !documentation demonstrate Not 403.7 :energy code compliance for [PR3]1 lighting and mechanical systems. j ❑Not Observable ; v (Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions. 302.1,. !Heating and cooling equipment is;, Heating: ; Heating: ;❑Complies ; 403.7 (sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 Ion loads calculated per ACCA Cooling: Cooling: :❑Not Observable ; . I Manual J or other methods Btu/hr Btu/hr I approved by the code official. I ; I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) .2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 3 of10 Section # Foundation Inspection, Complies? Comments/Assumptions & Req.ID 303.2:1 ]A protective covering is installed to ;❑Complies [FO11]z ;protect exposed exterior insulation ;[]Does Not J land extends a minimum of 6 in. below ; ;grade. ❑Not Observable ;❑Not Applicable 403.9 iSnow-and ice-melting system controls;❑Complies [FO12]2 installed. EDoes Not UNot Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 1 ,3 1 Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 4 of 10 Section plans Verified Field Verified #. Framing/Rough-In Inspection Complies? Comments/Assumptions & Value. Value " 402.1.1, :Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). 1❑Does Not ;table for values. 402.3.3, 402.3.6, UNot Observable 402.5 ❑Not Applicable [FR211 0 303.1.3 ;U-factors of fenestration products i❑Complies ; [FR4]1 ':are determined in accordance ❑Does Not ;with the NFRC test procedure or " ❑Not Observable ;taken from the default table. ." ; I, ;❑Not Applicable ; 402.1.1, ;Skylight U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.3, '❑Does Not table for values. ; ; ; 402.3.6, 402.5 ,❑Not Observable [FR5]1 ; ; ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 1EIComplies [FR23]1 !installed per manufacturer's 4 `-° JE]Does Not CQ 'instructions. € $,❑Not Observable 1. +❑Not Applicable 402.4.3 ;Fenestration that is not site built I' ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A4401 or has infiltration rates per NFRC ❑Not Observable ; :400 that do not exceed code ❑Not Applicable ; limits. 1 402.4:5 . ;IC-rated recessed lighting fixtures ❑Complies '[FR16]z'' sealed at housing/interior finish ; ❑Does Not i and labeled to indicates 2.0 cfm C li ❑ leakage at 75 Pa. Not Observable E - ''I❑Not Applicable ; 403.2.1 (Supply and return ducts in attics ,_ ❑Complies ; [FR12]1 !insulated >= R-8 where duct is I❑Does Not v ;>= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and !return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3,3.5`;Building cavities are not used as (p ❑Complies ; [FR15]3`t ,Iducts or plenums. ❑Does Not , , ❑Not Observable ; ❑Not Applicable 403.4. . ' HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR1712 ,"above 105°F or chilled fluids ; ❑Does Not ;below 55°F are insulated to >_R- � ' 3 ❑Not Observable 3 ;❑Not Applicable 403.4.1 !Protection of insulation on HVAC 1, ;❑Complies ; [FR2411 1piping. IE]Does Not , , ❑Not Observable ; ❑Not Applicable 403.5:3 ° ,l>_Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]?7; - R-3. ;❑Does Not t ;❑Not Observable ; t I ;❑Not Applicable 11 High Impact(Tier 1) 2., Medium impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 5 of10 Section Plans Verified Field Verified Framing/Rough-in Inspection Complies? Comments/Assumptions &Req.ID Value Value 403':6 ;Automatic or gravity dampers are ❑Complies [FRL°9]2 installed on all outdoor air ❑Does Not iintakes and exhausts. ❑Not Observable } ;❑Not Applicable Additional Comments/Assumptions: I' 1 High Impact(Tier 1) ,2 1 Medium Impact(Tier 2) :3, 1 Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 6 of10 Section . Plans Verified Field Verified #. Insulation Inspection Complies? Coinmentg/Assumptiont. &ateq.ID Value-r' Value 303.1. ,)All installed insulation is labeled ❑Complies [IN13j2„ �or the installed R-values ❑Does Not }provided. ° "°'• ;❑Not Observable 1❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- :❑Complies ;See the Envelope Assemblies 402.2.6 r ;ElWood ;ElWood 1❑Does Not table for values. [IN1]1 a ❑ Steel ;❑ Steel UNot Observable ❑Not Applicable 303.2, ;Floor insulation installed per ; ❑Complies 402.2.7 �manufacturer's instructions and I,. I❑Does Not [IN2]1 in substantial contact with the I," ' f ;underside of the subfloor, or floor r °❑Not Observable E 9 (framing cavity insulation is in ° 30Not Applicable contact with the top side of Isheathing, or continuous :insulation is installed on the 1 : underside of floor framing and l extends from the bottom to the top of all perimeter floor framing ; members. ; 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood El :❑Does Not :table for values. 402.2.6 !wall insulation on the wall [:] Mass ❑ Mass :❑Not Observable [IN3]1 I exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable requirement applies(FR10). 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. LL 1EIDoes Not f ❑Not Observable : ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 'Z' Medium Impact(Tier 2) 3., Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 7 of10 Section Plans Verified Field Verified # 'Final Inspection Provisions value Value Complies? Comments/Assumptions & Re :ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.6 ❑Not Observable [Fill' 1 ; ; ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions ❑Does Not [FI2]' ;Blown insulation marked every ; 300 f:2. ❑Not Observable ; ❑Not Applicable 402.2.3 •jVented attics with air permeable ❑Complies W122]2 !insulation include baffle adjacent 1 1,❑Does Not :to soffit and eave vents that I - j extends over insulation. I JE]Not Observable ; J ; ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; [FI3]' i insulation >_R-value of the ;❑Does Not !adjacent assembly. ! ; ; ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17]' ach in Climate Zones 1-2,and ;❑Does Not j<=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.2.3 !Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]' !cfm/100 ft2 across the system or ftz ! ftz ❑Does Not :<=3 cfm/100 ft2 without air :❑Not Observable handler @ 25 Pa. For rough-in ; ; ; tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]' determine air leakage with 1 ft2 ftz ;❑Does Not [either: Rough-in test:Total i ; 1 leakage measured with a 1,❑Not Observable !pressure differential of 0.1 inch ; ;❑Not Applicable ; lw.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of test. Postconstruction test:Total 1 leakage measured with a ;pressure differential of 0.1 inch :w.g. across the entire system 1 1 ;including the manufacturer's air handler enclosure. 403.3.2.1 !Air handler leakage designated I ❑Complies ; [FI24]' !by manufacturer at<=2%of ❑Does Not design air flow. j❑Not Observable J❑Not Applicable 403.1.1 S Programmable thermostats _ ❑Complies [Fl 9]2 installed for control of primary IE]Does Not ;heating and cooling systems and {initially set by manufacturer to ❑Not Observable , code specifications. ; {❑Not Applicable ; 403.1.2 Heat pump thermostat installed ;❑Complies [Fl 10]2 •ion heat pumps. ❑Does Not ❑Not Observable ; IE]Not Applicable 403.5:1 ;Circulating service hot water ❑Complies ; [FI 11]?;- systems have automatic or ❑Does Not (accessible manual controls. ' IE]Not Observable ; € ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptiions & Re .ID 403.6:1 '--'All mechanical ventilation system ❑Complies ; [F125]2 . Mans not part of tested and listed ❑Does Not IHVAC equipment meet efficacy = ;and air flow limits. []Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]? °, through one-or two-pipe heating , 6. ❑Does Not systems have outdoor setback , control to lower boiler water []Not Observable temperature based on outdoor ; ❑Not Applicable temperature. , 403'.'5.1,1 j Heated water circulation systems - ❑Complies [F128]1 i have a circulation pump.The ❑Does Not 1system return pipe is a dedicated return pipe or a cold water supply _ ❑Not Observable ; i pipe. Gravity and thermos- ❑Not Applicable isyphon circulation systems are R not present. Controls for }circulating hot water system pumps start the pump with signal for hot water demand within the loccupancy. Controls automatically turn off the pump ;when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems f ❑Complies ; [FI29]2• }comply with IEEE 515.1 or UL []Does Not 1515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; ;desired water temperature in the }piping 403.5.2 ;Water distribution systems that ❑Complies ; [F130]2have recirculation pumps that y ❑Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated ; 1 water source through a cold ❑Not Applicable ;water supply pipe have a -I demand recirculation water ; system. Pumps have controls ithat manage operation of the _ pump and limit the temperature ; I of the water entering the cold twater piping to 1049F. 1 403.5.4• 1 Drain water heat recovery units ❑Complies ; [FI3111 _ tested in accordance with CSA ❑Does Not B55.1. Potable water-side j pressure loss of drain water heat ❑Not Observable R recovery units< 3 psi for ❑Not Applicable individual units connected to one ;or two showers. Potablewater- side pressure loss of drain water }heat recovery units< 2 psi for I individual units connected to three or more showers. (- 404.1 ;75%of lamps in permanent 1 #❑Complies [FI6]1 (fixtures or 75%of permanent _ ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable ;Does not apply to low-voltage I lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3:, Eno continuous pilot light. '.•..5 1❑Does Not ❑Not Observable - - ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 9 of10 Section. Plans Verified Field Verified # Final Inspection,Provisions Value Value Complies?, Comments/Assumptions & Req.ID _ 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Observable []Not Applicable 303.3 :;Manufacturer manuals for ❑Complies [F[18]3 1 mechanical and water heating 7 ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leung Stole Report date: 11/15/16 Data filename: Page 10 of10 2015 IECC Energy Efficiency ti Insulation Rating R-Value Above-Grade Wall 23.90 Below-Grade Wall 0.00 Floor 23.70 Ceiling / Roof 28.60 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.30 0.21 Skylight 0.40 0.23 CoolingHeating & - Heating System: Cooling System: Water Heater: Name: Date: Comments . r APPROVED S NOTED Ic , JATE: F �B:P,# FE . `f ` BY: NOTIFY BUILDING DEPARTMENT AT UNOFF 765-1802 8 AM TO 4 PM"FOR THE FOLLOWING INSPECTIONSSTORM SUANT T: �ETA1N FOUNDATION - TWO REQUIRED PURN �� ER 23236DE• FOR POURED CONCRETE OFT HE TUW ROUGH - FRAMING &,PLUMBING s.'INSULATION 4. FINAL — CONSTRUCTION, MUST `'LUMBER CERTIFICATION I BE COMPLETE FORc o. ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THECERTIFICATE OF OCCUPANCY REQUIREMENTS OF THE CODES OF NEW j YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WATER DESIGN OR CONSTRUCTION ERRORS. SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. � a COIFi'j—Yk,`VI'e H ALL CODES OF PLUMBING . - -:-. NEW YORK St E TOWN CODES ALL PLUMBING WASTE AS REQUIFtED `' OF &WATER LINES NEED TESTING BEFORE COVERING S p SO � ,.i� , �ES PJ,v c nr�; — T�UGS E�LACARDII�G REQUIRED ELECTrucAL Nmoo 0 R UNLAWFUL s d a 9 OUT CERTIFICATE Cad= OCCUPANCY 411 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 GENERAL NOTES: FOUNDATION NOT ES• Issue Date: Set: 7/1/16 Existing Conditions ULTIMATE ICE SHIELD UNDERLAYMENT 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 8/9/16 Schematic Design GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS ACCORDANCE WITH THE NEW YORK STATE UNIFORM THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BUILDING CODE,AND THE NEW YORK STATE ENERGY 11/8/16 Pricing&Permit GIRDER AS SPECIFIED CONSERVATION CODE,AND LOCAL AUTHORITIES. 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BLOCKING PER 2-ALL REBAR ASTM A-615 GRADE 60. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE MANUFACTURES SPEC. JOIST AS SPECIFIED VERIFIED BY CONTRACTOR(S)PRIOR TO START OF INSTALLED A MINIMUM OF 3BELOW GRADE UNLESS INDICATED OTHERWISE. METAL HANGER PER CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" • MANUFACTURES SPEC. FOUNDATION HAS BEEN DESIGNED FOR A SOIL BELOW THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH BEARING CAPACITY OF TWO(2)TSF AND GRADES WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist Hanger CONCRETE SLABS TO BE COMPACTED TO 95% Not To Scale SITE DATA RELATIVE DENSITY. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. SCTM# 1000-98-04-38 i 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING 1 .'•1' CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAYAND/OR ORGANIC MATERIAL. - RAFTER : PROPERTY ADDRESS 210 Robinson Lane �ERED q • (1)CS18 METAL Peconic,NY 11958 AND DECKS ETC.. SCO RC (1)SIMPSON H2A STRAP PER STRAP PER STUD w/ 8 INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. �� L KRq (1)CS18 METAL STRAP PER ; ; (8)8D COMMON ZONING R40 4. DO NOT SCALE DRAWINGS. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. RAFTER w/(12)�8d COMMON NAILS ' STUD w/(8)8D COMMON NAILS PER END WALL PLATES NAILS PER 12"END LENGTH � 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- �; ,,,�• STUD WALL BUILDING HEIGHT ALLOWABLE- 35 FEET ENGINEER ARE NOT RESPONSIBLE FOR THE 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. i INSPECTION,SUPERVISION,OR ADMINISTRATION OF 11-BACKFILLALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6" -7 024 2 BUILDING EXCEEDS MIN.REQUIREMENTS THIS CONSTRUCTION PROJECT. FEDERAL, STATE LIFTS TO 95%OF MAXIMUM DRY DENSITY. �` 80 ENERGY CODE SET FORTH BY N.Y.STATE RESIDENTIAL AND LOCAL ZONING AND BUILDING CODE COMPLIANCE OF N Ev'I Raftr/Plate/Stud Connection ANCHOR BOLTS SHALL BE THE RESPONSIBILITY OF THE 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 2 Not ee Scale BUILDING CODE-SEE ATTACHED REPORT CONTRACTOR. REBAR DOWELS. 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: L4 FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED ASA CONTRACT BETWEEN BUILDER AND A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. MASONRY WALL OWNER. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. • WALL STUD 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. ACCORDANCE WITH THE NEW YORK STATE ENERGY Drawing Legend: C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH SOF THE CONSERVATION CODE. AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR ASr--___, Wall To Be Removed 8. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY. Wall To Remain ANCHOR BOLT 4'O.C.(TYPICAL) D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY New Wall FLOOR JOIST •a 12"FROM CORNERS $ First Floor & SIII Anchors BETWEEN SECTIONS.ALLOW 7 DAYS CURING. I--- 1 New Foundation Wall a Not To Scale F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. ------- Lines Above s 0 • 0 G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE ------------ Lines Below MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ------- - Guidelines WALL Joint Description (common 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR -"'- ' Fence (1)CS 18 METAL Nail Sizes Door Ta mon nails U.O.N.) Nail Spacing G THREE FEET FROM NEW WALL. g STRAP PER STUD VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: w/(8)8D COMMON ROOF FRAMING 8'-0"H.FDTN.WALL- #5 REBAR @ 48"O.C. NAILS PER END Header & Post Tie Downs 0 7 Rafter to Top Plate(Toe-nailed) 3-8d 8d per rafter 9'-O"H.FDTN.\HALL-#5 REBAR @ 48"O.C. 101 Window Ta Not To Scale g Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist 10'-0"H.FDTN.WALL-#b REBAR @ 48"O.C. Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 14-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Section X, Stud Straps @Second Floor Box Ceiling Joist Laps over Partitions(Face nailed) 4-16d each lap Not To Scale Collar Tie to Rafter(Face-nailed) 2-8d per tie FB�MING NOTES: FRAIMIAG Blocking to Rafter(Toe-nailed) 2-8d each end O.C.3"No.8 SCREWS 12" - • Sheet A-XXX 3 ' x Rim Board to Rafter(End nailed) 2-16d each end Detail Tag THE CONTRACTOR IS TO"ERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO WALL FRAMING i THE ATTENTION OF THE INGINEER PRIOR TO CONSTRUCTION. Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot l WASHER(TYP.) 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side WOOD FRAMING x Elevation Tag CARRIAGE BOLTS Stud to Stud(Face-nailed) 2-16d 24"o.c• 1/2"PLYWOODx i (2)2X GIRDER GLASS to Header(Face-nailed) 16d 16"o.c.along edges 1.ALL LUMBER'IS TO E^ 0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: FB=900 PSI Interior Elevation Ta cowl- GLAss LIGHT WOOD-FRAME WALL x xxx x g FV= 180 PSI Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FC PERP=625 P9 x WOOD POST 2-16d per 2x6 stud E=1.600,000 PSI 2-16d per 2x8 stud PLASTIC-COATED PLYWOOD OPENINGS POST ANCHOR PROTECTION;THICKNESS 2.ALL LAMINATED VEP.EER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: •'• •,.' 2 1 2 2 1 2 1,2 PERMANENT WOOD SCREW DEPENDS ON WINDOW OPENING FB=2,900 PSI Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot ANCHORS (Face-nailed) GLASS WIDTH(I) FV=290 PSI FC PERP=650 PSI CONCRETE PIER 1/2"PLYWOOD FLOOR FRAMING E=2,000,000 PSI .• .; Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist FRAMIN 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: t••�t Bridging to Joist(Toe-nailed) 2-8d each end NOTE: IN LIEU OF SCREWS,LUGS Blocking to Joist(Toe-nailed) 2-8d each end WITH NUTS AND WASHERS MAY FV_ 2,800 SSI • Deck Railing/Post Anchor 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block BE USED FC PERP=740 PSI 4 Not To Scale Ledger Strip to Beam(Face-nailed) 3-16d each joist WASHER(TYP.) E=2,100,000 PSI M E R Y L K R A M E R Gable Roof Plan:10 to 45 degrees Joist Ledger to Beam(Toe nailed) 3-8d per joist DETSEE 4.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM r c h i t e c t Band Joist to Joist(End-nailed) 3-16d perjAAIL oist SPECIFICATIONS: CS18METAL STRAPS Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot W/(8)8D COMMON �-3-No.8 SCREWS 12"O.C. FB=975 PSI DETAIL A-TYPICAL ATTACHMENT OF FV=175 PSI ROOF SHEATHING NAILS PER 12"END FC PERP=565 PSI LENGTH PLYWOOD OPENINGS PROTECTION TO E=1,600,000 PSI 2 1 3 EAST FRONT STREET Structural Panels 8d SEE NAILING SCHEDULE WOOD-FRAME BUILDING RAFTER 3 2 2 3 POST OFFICE BOX 683 1 x 6"or 1, 5.ALL BEAMSFABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN • • BLOCKING Diagonal Board Sheathing ACCORDANCEWITH THE MANUFACTURER'S SPECIFICATIONS. G R E E N P O R T, N Y 1 1 9 4 4 ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION x 8„ 2-8d per support RIDGE BEAM 1"x 10"or wider 3-8d per support PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD 6.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED 6 3 1 - 4 7 7 - 8 7 3 6 FRAMED BUILDINGS CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL m k a r c In i t e c t c o m CEILING SHEATHING CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field a"Vent Thru Roof ROOF OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. 5 Rafter Straps FIELD). Not To Scale WALLSHEATHING 2' -T2-'T"`----t -__ 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D Structural Panels 8d (see table 3.9) r I ( I I 1 "T COMMON NAILS 6"O.C.EDGES AND 12"O.C.FIELD. WOOD BEAM Fiberboard Panels � I 2"I 4„ 12" ( ( I 7/16" 6d 3"edge/6"field 1 1/2"1 1 1/2 I I I 11 1/2" 11 1/2" 1 1/2" 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 81. ,• 3F 2 2 3 25/32" 8d 3"edge/6"field I ��' �v' 1 I 10.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. • 7"edge/10"field I W.C. T W.C. Leung-Stole • '• STEEL PLATE Gypsum Wallboard 5d TUB Hardboard 8d (see table 3.9) How How 2ND FLOOR 11.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. ' Gable Roof PIan:Oto 10 degrees 210 Robinson Lane - STEEL COLUMN Particleboard Panels 8d (see table 3.9) g 3.. 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. PeCOnIC NY 11gJ8 Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support BATH#2 MASTER BATH#3 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support STAINLESS STEEL. Zone 1 Zone 2 Zone 3 FLOOR SHEA ING r.2 _ T-- a "`--r --2_._ 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Structural Panels 1 1/2"1 2" 1 12" 12" l i 1/2" ii 1/2" STEEL ;STEEL COLUMN FIELD 12"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field SINK greater than 1" 10d 6"edge/6"field FW nW w C 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 ° 1 STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing F.A.I.-�----� 1"x 6"or 1"x 8" 2 8d per support HOw R 1ST FLOOR 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. Cover Sheet ' �� 1 1/2" 2„ 3.. 2.. 3.. 11/2" 1' x 10 or wider 3-8d per support ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON I 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. CONCRETE PIER NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed CONNECT TO HOUSE e 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE a\ ° ° 3"on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall APPROVED TRAP 3, C.O. d FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO FASTENING be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SANITARY KITCHEN LAUNDRY BATHROOM PLANS' SCALE:As Noted • . , °" ° SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted SYSTEM #1 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN to be reduced to 1-16d nail per foot. SUPPORTS. BASEMENT 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC 6 Porch Beam/Column Anchor Simplified Roof Sheathing Nailing Schedule STANDARDS. Not To Scale 9 Not To Scale 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-000 1 PLUMBING RISER DIAGRAM 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. Scale: N.T.S. © 2015 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit WIN DOW "baft-CREDU L N0. UANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT GLASS & REMARKS Q DIVISION A 1 Andersen 400 Series CW135 Casement 2147/80 3153/8o B 10 Andersen Woodwright WDH2452 Double Hung 2'61/8" 5147/8z COTTAGE STYLE C 3 Andersen Woodwright WDH2432 Double Hung 2161/8" 3147/80 D 1 Velux VSE S06 Skylight 44 1/4" 45 3/4" E 2 Velux FS S06 Skylight 441/411 45 3/4" \�4�,RED qA L K&,q G 'p E TE IOR DOOR,,,SCHEDULE . o 24802 Ct. F N E NOMINAL SIZE OPENINGS NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT RO Width RO Height Thickness HARDWARE REMARKS 1 SIMPSON 7944 Swing Simple 1 3'0" 6'101/2" 2 ANDERSEN IFW060611APLR iSwingBi-part 6'0" 6111" Anvers - O.R.B. Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall ——————— Lines Above ------------ Lines Below — — — Guidelines INITER10ft R"Mol""Oft': mft.: I U LE — — — — Fence NOMINAL SIZE OPENINGS 101 Door Tag NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHTRO WidthFRO Hei ht Thickness HARDWARE REMARKS101 SalvaedPocket Sim le 2 6 6 811See Quote 101 Window Tag 102 Salvaged SwingSim le 2'6" 618" See Quote �►- Section X, Sheet A-XXX 103 Salva ed Cased O enin: 2'10" 6'8" See Quote �� See Quote �---� Detail Tag 104 Salvaged Cased O enin 41 811 6'8v' 105 Salval ed Double Pocket Pair 2'-4" 6.811 See Quote e Elevation Tag 201 Salvaged ISwingSimple 214" 618" See Quote xxxOx x Interior Elevation Tag X M E R Y L K R A M E R a r c h i t e c t 213 EAST FRONT STREET POST OFFICE BOX 683 GREENPORT, NY 11944 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Leung-Stole 210 Robinson Lane Peconic, NY 11958 Window & Door SCALE:As Noted A-001 © 2015 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit 1 A201 2 1 A-300 A-300 � ED qRc -�L Kl�q� _ _ _ _ _ _ _ A EXISTING FLUSH GIRDER o— SILICTURAL NOTES: � 0.24802 N o 1.WHERE INDICATED,SISTER EACH EXISTING 2x8 JOIST w/(1) NEW 2x8. FASTEN TO EXISTING JOIST WITH 10d COMMON NAILS AT 12"O.C., Y STAGGERED TOP AND BOTTOM U W co❑ N W 2.WHERE INDICATED, FASTEN EACH NEW 2x8 TO EXISTING BEAM WITH 0 1/4"X3 1/2"SIMPSON SDS SCREWS @ 12"O.C.STAGGERED TOP& Q BOTTOM. PROVIDE(4)SDS SCREWS AT EACH POST W Drawing Legend: o ar__ _ _ _,, Wall To Be Removed EXISTING DROP GIRDER if ❑ . - - --.---.— --8 z Wall To Remain Lu New Wall F- cn New Foundation Wall C/) ILL O O ——————— Lines Above W Y U I z -- ---------- Lines Below W — — — — Guidelines co EXISTING N — — — -- Fence UNEXCAVATED z FOUNDATION 101 Door Tag X LU 101 Window Tag Section X, II I Sheet A-XXX ISTI U) i F- i i cn i x WELL 0 0_ o OLI) Ln o Detail Tag II I I U x 0 O O O O . 2 O OJ O O o 0 772 Elevation Tag LL ILL LL LL ILL 00 00 00 0 00 00 A200 X ADD NEW CONTINUOUS 2x8 N N I N I N I L m _ _ xOx Interior Elevation Tag EACH SIDE OF EXISTING GIRDER m I N I N I X X SEE NOTE 2 w w w w 0 ISTI x LU z z z z z SUPER EXISTING(3)2x8 DROP GIRDER _ NOTE 1 ( POST I NOTE 1 I POST LJ) TOR _:_ :--_0-� FROM ABOVE I, I FROM ABOVE POST POST I I I ly EXISTING BOILER FROM ABOVE FROM ABOVE I -- EXISTING(3)2Cn x8 DROP GIRDER C/) I : sv —�• — -- —— — 1�.—.—.�. O Cn ADD NEW CONTINUOUS 2x8 O I po I EACH SIDE OF EXISTING GIRDER EXISTING 3 1 2" DIA. NEW _ _ / M E R Y L K R A M E R °X° U- I SEE NOTE 2 _ STEEL POST(TYP.)Cq AIR 00 00z I I =_— o HAUNIT ER a r c h i t e c t c� c� EXISTING I W I BASEMENT o w w O zJ 213 EAST FRONT STREET l l X z N POST OFFICE BOX 683 O z GRE EN PO RT, NY 1 1944 EXISTING SECURITY PANEL w 6 3 1 - 4 7 7 - 8 7 3 6 O m k a r c h i t e c t . c o m ISTI EXISTING EXISTING WATER JUELEC. PANEL FI RAT N O OIL TANK Leung-Stole 210 Robinson Lane Peconic, NY 11958 1 A200 I Basement Plan 1 Basement Floor Plan Scale: 1/4" = 1'-0" SCALE:As Noted A- 100 © 2015 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit LINE OF SKYLIGHT SHAFT WALLS PTD GWB PTD GWB PTD GWB PTD GWB INTERIOR OF SKYLIGHT SHAFT INTERIOR OF SKYLIGHT SHAFT TO ALIGN w , / t, - . '! TO ALIGN w/ EDGE OF WINDOW CASING BELOW I EDGE OF WINDOW CASING BELOW 1 FIXED SKYLIGHT OFFERABLE SKYLIGHT" 1 FIXED SKYLIGHT I r I SIUCTURAL NOTES: HEADER N[1TF• 1.WHERE INDICATED,SISTER EACH EXISTING 2x8 JOIST w/(1) NEW 2x8. ALL HEADER TO BE(2)or(3) 2x8 U.O.N. SCO 1. KRq cti;> rr'" FASTEN TO EXISTING JOIST WITH 10d COMMON NAILS AT 12"O.C., w/(1)JACK STUD&(1) KING STUD U.O.N. �0 tn� � 1 II W..:..__... _ � W...._.: ,_,- -.-. i _.._.:..:.......... ..----------------- STAGGERED TOP AND BOTTOM ► ; 2.WHERE INDICATED, NEW WALL TO BE CONSTRUCTED AS FOLLOWS _ 2 1 -2x4 studs @ 16"O.C.w/5/8" PLYWOOD WALL SHEATHING ENDMDOOR NOTE Pro Osed Sk li ht Shaft RCP A-300 A-300 -SOLID BLOCKING @ ALL PANEL EDGES �9T 024802 �� 2 Scale: 1/2" = 1'-O" -SHEATHING FASTENED TO WALL w/8d COMMON NAILS AT 6"O.C.AT ALL WINDOWS/DOOR WITHOUT TAGS �� NE`N PANEL EDGES, 12"O.C. ELSEWHERE. ARE EXISTING TO REMAIN -PLACE ONE SIMPSON CS18 STRAP HORIZONTALLY ABOVE AND BELOW WINDOWS,ALIGNED w/ HEADER&SILL,CONTINUOUS FOR LENGTH OF NEW WALL. PROVIDE SOLID BLOCKING AT STRAPS BETWEEN WINDOWS. FILL EVERY OTHER NAIL HOLE WITH 8d COMMON NAILS. i ..... re ; ! _..: ...._�..._.-..\.:........................ Ang Legend: _.. } Wall To Be Removed : _—_�_-._...._..__-____._+ ..._...i. I I a o Remain ; I :SCREENED PORCH 1 ( czs o New Wall ... _; ._.. .... — p CZ7 � O Z — Q z i J New Foundation Wall - - i. m w O t— ——————— Lines Above ' { J ------------ Lines Below < p NEW(2) 2x4 POST ¢ o w o w ...-..--........-....--....- . ..- ---.. .. _. _.._. o w i. i...... 1 3 D Guidelines I.- w o O 3 z (1)J K/(2) KING ING :... .., .. ,..... ---- Fence LU i - ; I Z. (1)JACK/(4) KING o – 3,...... _..._...,_ ... .. .. _ D T I I � O oor g ! I ; a 3-8..34..a...... ........ 5'-9 g..3/4._........-.......- ! 6-9 1/4 4 4 1/8 4 4 1/8 4 4 1/8 4 4 1/8 4'-4 1/8 4'-4 1/8" 4'-4 1/8 2-9 3/8 sos i Q Q Q Window Tag Q Q Q Q (1)JACK/(2) KING '.. � E E E E E E E SEE NOTE 2 Section X, GARGAGE ... , .. ......... Sheet A-XXX NEW(2)2x4 POST , ,_.._.._ _..._........ .....-- _ .. ....... ...... ; , ............ Detail Tag : A-400 a _....:.........}. ......._.......... -i... I� \� 1. I -------------------------------------------------- — - — — — — — — Elevation g B B B B B B B : Ta N it I m i ,SKYLIGHT SHAFPABOV� ANx I I SIMPSON l ! RE OVE'CEILING J91STS (_....._;i I /," �• i / I xOx Interior Elevation Tag HHUS410 HANGER I (TYP.) I ':�._ " I i/\ EE A=103}FOR ROOFRA ING/'\'� I I a I I 00 I I x Z 1V W 0)/13/4"x117 t�t 1 p 0 II – I i _........, .�. _._.. _. — o cn —• _ pp N I w —\ I p I ' ,311/2 17-81 2 2-11/Q" .3 1/2 I o Ej DINING ROOM I O z 00 L� � X 'D REMOVE EXISTING oN I w PANELING i..:.........: ..........:.:.:. I i I = j CN � NEW PDTG WOOD WALL o m. �! I z I 00 w ci ( p WB 2 I1 z NEW KITCHEN N I !: I in J Q Lf) 0 N ( zII ( A/C 2 ". A TILE FLOOR".. ( :. . !'00 w I z_ A201 vl - - U-11 - - - - - - - - - - - - - - I � ~ II _ NOTE 1 A-402 ONDENSE � v ( cn z. I HEADERQ _ J 30"STOVE, 32"REF - - _ - _ 1 NEW HEADER ( ( w _. t.....:....__._.., M E R Y L K R A M E R t NEW = c h i t HOSE�Bj _ 1 �.'\... _i.-'t - - _Qw a r e c t EWA ER i \ mt 1 I N¢ LIVING ROOM ASSUMED :. ... ..... . : N W I DN• m I I FLUSH GIRDER 213 EAST FRONT STREET \ POST OFFICE BOX 683 0o I 3 1/2"� ",7'-6 1/2",€ co 5 1/2" 3' 10' 3 1 2 o �'7'I \L,V - -'- - - - - - - - - - N I v -, BOOK ASES r 1 a _w. r,4 -, DRYER-, ; cn I � EXISTING � I L I __ � NEW(2)2x4 POST 4 „'"` r, -. .,..- HALLWAY NEW(2)2x4 POST w AIR HALL I G R E E N P O R T, N Y 1 1944 ". y. :"= Q ";i`�. ,<- ".\ ( I TILE FLOOR I-i o ( o cs I I I I 6 3 I 4 7 7 - 8 7 3 6 p 1 MUDROOM 1 1_ 1C'� 1 I 1 U z �,� I o Zm k a r c h i t e c t c o mrnBATIH#1 w J L v J TILE FLOOR ti I i I I _,-TILE FLOOR ( v - – I �[ ) I w �t w .:.........:. ( DEN moo I zgl �\� I ov _ \ M ( z NEW BENCH _ _i I o N M I �i I o 0Xo I I Z) z 1/2.. 11'-3" `t I w N 2 0 I z I \ I Q X ENTRY — I ¢ U) i w I II m I w - - - - - - - - - - - - �'- - - - - - - - - - - - --- - - - - - � UP I I I o I A-401 ' Leung-Stole I I 210 Robinson Lane 1 Peconic, NY 11958 EXISTING DOOR TO BE REMOVE - - - - - - - PATCH FRAMING&GWB AS REQ. 1 A-402 .....:.:..:..:...:.. ...:.. CONTRACTOR TO INVESTIGATE CONDITION & FUNCTIONALITY - "OF EXISTING FRONT DOOR REPAIR AS REQ. First Floor Plan SCALE: As Noted 1 A200 A- 1 01 1 Proposed First Floor Plan Scale: 1/4" = 1'-0" © 2015 Meryl Kramer Architect All Rights Reserved 1 Issue Date: Set: A201 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit lop 2 A-300 1 .x A-300 I HEADER NAT ����tNOTE' q�,c ED ALL HEADER TO BE(2)or(3) 2x8 U.O.N. W/(1)JACK STUD&(1)KING STUD U.O.N. o N z o aVA DOW/DOOR NOTE: � 024802 COQ` ^ NE NI o- o Or ALL WINDOWS/DOOR WITHOUT TAGS 2 o ARE EXISTING TO REMAIN ¢ il.- oU- Li z ROOF BELOW 3 2'-9 3/4" 10'-3 1/2" Drawing Legend: ROOF BELOW I NEW DORMER Wall To Be Removed REMOVE EXISTING DOOR Wall To Remain PATCH FRAMING,GWB&WAINSCOTTING 1'- 3/4" 3'-4" 3'-4" 1'-9 3/4" AS REQ. New Wall New Foundation Wall .— — — — -- —I— — — — — — — — REMOVE EXISTING LOUVERED CEILING VENT ——————— Lines Above N &ASSOCIATED WALL SWITCH ------------ Lines Below I PATCH FRAMING &GWB AS REQ. m I ------- — Guidelines '73 — — — — Fence 1/2" GI Door Tag 7�0- 2'-10"'''.: 6'-4 3/4" L.... N ! i NEW N BATH#2 ......1 ... . WindowTag MASTER 2 TUB ##3 I ..i........................!.... .. ! ECLT. 2 BATH I. _,. a S i A201 I Ti EF.121 F 001R �.....I.._4 ....... -............. o. A2o0 —� Section X, I Sheet A-XXX �10 ..............._.}.".__. I , ......:: . ..:, ..... . ... :.. .......:..... Detail g 2(01 N •� Ta `rte' - - - - - - - - - - - - -- - - - - - - � -- EXST. I I CL. BEDROOM #2 0 I Elevation Tag A-402 I I xOx Interior Elevation Tag L---J STAIR HALL j`f /. x MASTER BEDROOM #1 EXST. CL. BEDROOM #3 M E R Y L K R A M E R a r c h i t e c t EXST. 213 EAST FRONT STREET CL. POST OFFICE BOX 683 GREENPORT, NY 11944 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m 1 Leung-Stole A2oo 210 Robinson Lane Peconic, NY 11958 (Dnd SecoFloor Plan Scale. 1/4" = 1'-0" Second Floor Plan SCALE:As Noted A- 1 02 © 2015 Meryl Kramer Architect All Rights Reserved 1 A201 Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit 2 1 ::� A-300 A-300 I I r::YK , - - , : .; If r.... f:r... .:..y..:.Y..,........t... a....,..._w:_ :.� .L I --i' ..t_.,,,�:..._ .'_.+:..,,.__! ROOFING NOTE: _ 5 I � � . j i_. 1 I ? .ry.:." .J, Y.. . 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I _ 1 1: 74-'r-1 11 . ❑ T t...--._..__._ Elevations SCALE:As Noted 2 North Elevation Scale: 1 A = 1'-0" A-200 © 2015 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit EXISTING BRICK CHIMNEY NEW SHED DORMER TO REMAIN E D L _711, 7: 711 NEW SKYLIGHTS t�Ttw zT 024802 'a. 7cS. 0 Z 7,7 =x -J- t__z_' a 7N 2= 'a 7, NEW ARCHITECTURAL ASPHALT SHINGLES EXISTING WINDOWS&DOORS TO BE PAINTED (TYP.) -zz COLOR T.B.S. BY OWNER H. JI __rJ Drawing Legend: La J -AtWall To Be Removed 11 -A _L - I I I 1 1 : 1 1- 1 p .1-1—__1 _L I- - ---I 7 3 EXISTING FASCIA&SOFFIT J. il .... ... ... 0 BE PAINTED(TYP.) Wall To Remain COLOR T.B.S. BY OWNER --------- ...... New Wall -T 7 71 T JJ_ —--- --- 7_ Fou dation Wall _T _T TI 7 T- T ——————— Lines Above T T F ,T ------------ Lines Below I I I.J EXISTING SHINGLE SIDING ...... Guidelines Ll TO BE PAINTED(TYP.) ence COLOR T.B.S. BY OWNER A� L L FT 1-1-L L T� -1: 42 DoorTag j .... .... ....J. .I B7 j, il 1: 71 J� JL I- WindowTag 7 • . ..... i I ! f, jj .......... ........ .............. r- :J� I j Section X, Sheet A-XXX .......... T! ..., _._....1... __ . . .-r-- 00 111^ ---- --- ------ Detail Tag T- ---------- T F Elevation Tag )_�e Elevation X Interior Elevation Tag = 1'-0" � Scale: c S 1 0� x<e>x a I M/14 x NEW DORMER NEW PTD. FASCIA&SOFFIT TO MATCH EXISTING(TYP-) COLOR T.B.S. BY OWNER M E R Y L K R A M E R a r c h i t e c t NEW PTD SHINGLE SIDING ----------- TO MATCH EXISTING (TYP-) EXISTING WINDOWS& DOORS COLOR T.B.S. BY OWNER TO BE PAINTED(TYP.) 213 EAST FRONT STREET COLOR T.B.S. BY OWNER POST OFFICE BOX 683 12 NEW SKYLIGHTS 2. 4.5 G R E E N P 0 R T, NY 1 1 9 4 4 -T 7 T 6 3 1 4 7 7 8 7 3 6 ..... ............ J L 4.5 m k a r c h i t e c t c o m .......... j j I I ------:J _7 L ILL -4- —EXISTING FASCIA &SOFFIT 7 TO BE PAINTED(TYP.) COLOR T.B.S. BY OWNER 4.5 J....... �21 T[T 2 -4. 17 EXISTING SHINGLE SIDING -7j -T _!___j_ J L Leung-Stole 3 I L L TO BE PAINTED(TYP.) 7 fj­ IL L_ III I -.--,-T- 7 I'T T 'fl ► COLOR T.B.S. BY OWNER 210 Robinson Lane _Tit i_ 17— Peconic, NY 11958 , is F1 _7 - ------L. 1� L ............... —7 T[ 1 t J. LA T T-1. A T T. --I T! 7,, 1-T T L T -E L _iI TI—T—---- I T I I J, 1. , I ............ L Elevations U T L _Tj Tr�k _ I . T 7 T F I-I IF TFt 1=7 NEW WOOD STEPS SCALE:As Noted South JE1 Elevation I�o = 1� �Scal"e /4 _p LL NEW T I 4-L ' A-201 2015 Meryl Kramer Architect All Rights Reserved NEW ASPHALT SHINGLES Issue Date: Set: TO MATCH EXISTING 7/1/16 Existing Conditions OVER 30#BUILDING FELT 8/g/1g Schematic Design ON 3/4" PLYWOOD SHEATHING 11/8/16 Pricing&Permit NEW 2x8 DORMER RAFTERS W/ 7"OPEN CELL NEW DORMER SPRAY FOAM INSUALTION (R-26) EXISTING ROOF SHEATHING TO REMAIN ---- 12 NEW(2)2x8 HEADER EXISTING ROOF RAFTERS ` IMPSON H2A HURRICANE TIE�EACH RAFTER 2.5 NEW 2x8 DORMER RAFTERS!16'O.C. EXISTING RIDGE BEAM ----- --- --•-._ 12 ~_-� 12.5 NEW(2)2X8FLIS H HEADER 12 , '�- ,.; New Dormer Plate Height . . _ . _ I Dormer 1a2" KR _..._ _._...._. .--- ----- .._.. - --- _ _ ._..... ....-.... .._..._.. _ / "~ Top of New D i 15'-9 1/2" i . I GUTTER& FASCIA �� P Existin Plate Height .;. `'``F:='=- !, "~�' i ` _..l 3 ON LUS28 HANGE TO MATCH EXISTING SIMPS g _.... . .._. .__....-.. -- ._._..... _... ... _._........_..... ----- - . - -- _..._......_.._... __ :;.... . _. _..... K I I ( A 300 @ EACH RAFTER 13-10 1/4 EXI TING WINDOW CASING N� v 4 I MASTER BEDROOM EXIS I TO MATCH EXISTING -7� 024802 1t SIMPSON TSP 0 EACH STUD MAS ROOM _l OF NES T R B ! SISTER EACH EXISTING 2x8 FJ. UNDER NEW BEARING WALL SEE A41.01 " Second Sub Floor . 8'-9 1/2" "" ` _ I 1 LLI j� Ni ;; , il 3 .. k _::. ' ' 3l{ ;I i;, i i E:n m Legend: g D wing I: '° :,i I lI I � E !: W - - - - - , 1'' t ! _._...�............. ... .� I: r — Wall To Be Removed ! i 1 E E I NEW i i FISTINXSTIN '.,. � . . MASTER BATHROOM O Wall T Remain li ! 'it 'j) i ' i ❑ DEN DINING ROOM ,.. — t: I _.......... ._ :r I! New Wall : - New Foundation Wall : O O OfLines Above 7. O ------------ Lines Below First Sub Floor <' i i' J li ,... 4^ ""1"77-27— Guidelines 00 T.O. Existing Foundation ......, " ; -91/2" `� > I y x•. �` � ------------ Fence . ........... :. _._._ _ -. or g II O I• I: 1— , a E ii I ! I'I -' - ;I = 101 Window Ta _. _........ ;I! O g EXISTING __._._-_ ___... __._...__. __.._.... 3 : BASEMENT - .. NEW EXTERIOR WALL ction X, �f : . .. ! :. v Sheet A-XXXEXISTING WOOD FLOOR CONSTRUCTION: N: = - --------- -i TO REMAIN R SHINGLE SIDING TO MATCH EXISTING - - - BARRIER X T. . Footing ( ._ _........ i!, { -- 0 WATER RESISTIVE BARR Detail Tag j - -- — -- -_....- - — ---- --- -- d Floor Joists ,. ,! ii G j ! EXISTING 2n ON PLYWOOD SHEATHING -8'-2 3/4 � :i; �! , ;;; ,,; i! f I ;i; TO REMAIN - ON 2x4 WD.STUDS O.C. I I _.... E. _.....: .: ... .....::: .. ;! ( ! w/R-21 13CLOSED CELL RAY INSULATION Elevation Tag ' i . - - GYPSUM WALL BOARD5/8 -------- ----- : ---------- , ....— is II: •E: - - - 'ti' _.. - --- ---- --- - - _. - - - - ----._.... - - -_ ` '' ' Second Sub Floor x :I I; 44 -- - - —.—.-- - - - - -- - - - -' - - - - 8'-91/2" xxxx x Interior Elevation Tag (III—III—II =IIIII —III II —III —IIII— II I I— —IIII 1 Building Section Scale: 1/4" = 1'-0" lZa NEW 2x4 CONTINUOUS LATERAL BRACE EXISTING RIDGE 1' W/(2)10d COMMON NAILS 0 EACH NEW RAFTER. TIE INTO WALLS 0 EACH END NEW PLUMB R.R.HEADERS DINING ROOM M E R Y L K R A M E R NEW 2X8 RAFTER 0 EACH EXISTING RAFTER, a r c h i t e c t FASTEN w/(6)10d NAILS 0 EACH END NEW SKYLIGHTS (3)ROOF RAFTER 213 EAST FRONT STREET EXISTING ROOF RAFTERS BETWEEN SKYLIGHTS POST OFFICE BOX 683 12 00ko k — EXISTING ROOF RAFTERS G R E E N P O R T, N Y 1 1 9 4 4 EXISTING RIDGE 4.5� 6 3 1 - 4 7 7 - 8 7 3 6 . m k a r c h i t e c t c o m EXISTING CEILING JOISTS v 1 I_ I � L � 12 Wall Section @New Dormer r —i 3 II _ I .I Scale. 1 1 0 <. e < i I i 3 I I i I------------ NEW SIMPSON LUS28- EW OON Eb HANGER 0 EACH RAFTER/JOIST i RANI WALL j NEW(2) 13/4'x117/8'LVL Leung-Stole C_ I_ Ir LT . KITCHEN I I ! . 210 Robinson Lane . i I econ N Y11 E 58 j i 1 SG NE PARCH ' III IIII I I a,\^ (( = I = I=III = II = IIII III I I I I ( (= Building Section _=III =_=_=IIII= I=1 =11 „� ��� I = I = 1= �� • I _ � � � =I II= I = III= (= I = I) II I I I ==III = I I II I SCALE:As Noted ( IIII 11111 I) IIII III 1111 IIII IIII 1111 III IIII I IIII IIII I I IIII IIII I IIII I IIII I IIII I IIII IIII IIII I IIII I 1111 I 1111-IIII IIII II IIII IIII IIII ( IIII IIII I IIII IIII I IIII IIII IIII I IIII I A-300 2 ) BUi ldin Section 2 Scale: 1/4” = 1'-0" © 2015 Meryl Kramer Architect All Rights Reserved r___� . . . .. Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design SKYLIGHT SHAFT 11/8/16 Pricing&Permit PTD GWB , . „ .. „. ...a..-.,--.,-,,-,,.,.----.-..1111-',111,,....-w „11.11,.,.,.a_--,,,-._.-.,._------ - 1111,, ., 11 11.,_1111 _ . - I - ''I I „-, .. ........-. �,.a...,.aa-.., .,,..a......,.,.,.....,_ ,.,,._.._,.. r:, i I : '' 11 1 i . uv I' I ! i a 1,1 I; 3 j ��RED�Rc . 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I � i X 1.. �, i, G m . . 1111., 1111. .,1111 :„.:, 4A A400 B , ! 1111�, a ... �. f _ . !r �\ , \ s :.,.... I W_W.: 1111., _,..,.i .. ., 1111 I �:�� I a i .. �,, o , ! , , > ,". 1111 i __ , - } , .. 1111.. : ., } 1111.- - I I \ „,,,i ., '/' `.r : : t ., , , :. 1111..,.: 1111 f I 1111 fi ., ; 1111 i I1. \ t h r �i . A , , 3 .,_ r I I L1_�_..�...__ i. f t 1111 "I I_. I , i 1111. 1111,._-._.. . ._....._.............�,,...,.,_.,--�f.,�,., �, £ ,� �. ._ .t.. T �. , i . . ,, _..,__ 1111.. 1111. �;;. , .,..,,.:: 1111..-- .!. . . , .. I• 11,- -. --- 1 I/ ­11 �:'7". k > , ., , .,I :.. __ i ....�____- , ;' - I I I: Drawl g Legend • ; BUTCHER"BLOCK ISLAND . =n=__ I , 4-11/2 <<, :4'-11/2" I 1 ✓ r_ ; Wall To Be Removed �� -. Wall To emaln �. R ;(. New Wall I "I1A _ :....-._-_1--, ,- , . -_ .1111 .._,.- _ .,-1- _, , S aeel 1 21ev1to,n 1 14 I Al / S I 10 _., ca e - I ; .;I i - - e. I t o ' / New Foundation Wall 1 2,eva i ,n , I I I` ;I ' KITCHEN ' I:" I ------- Lines Above 11 Ii 413 A400 `2A i , % I. I TILE`FLOOR ; 1111--1111-- Lines Below 36 I -:., ' -.-.---.- Guidelines 11 11 Mlli 0 ;: i. . - { , , , • - � - I . . -------••-•. Fence ,, ' , { . i . . . • i, 1111.__- 101 Door Ta 11 _ 1-:1111.,-.,.�--'- , O g '[---:, } I ,. . :; :, 11,1:,1.",: i I ,.a . -. _ a. ....._.:,:..,:.._ ._.:1.:...........:1111,. ,j 4 i 101 Window Tag ,<. t;, i... 3' i ,. I SKYLIGHT SHAFT - -- - - - 1111 ---- -- TD Section X 1111,.. .,....,,a li«- , 1111::.,'11 111. I .,,, . �:,a,, �. 1111: �,re.. 1(�_ -_ _ __ _1111 _.„_-.. _. _. __ _ _. , --. _ -- ---_ �,.. :_ Sheet A XXX I ,. ,, -- „:; _ _•.. _< x._._=a_ 1111 �.....................--.,---1--_._- . j n " _: 103 4 - _, . - .. x , , ' Detail Tag `��' , . -- (D 1i11 . : ' - Elevation Tag I. ........................ I _ , , ,.., -,.. ..... ....".. TILE;FL:C}OR I, � ( I ; I I x ; : xOx Interior Elevation Tag ...I' j i U(VD-q I I I C _.---------------------------- x ,r ✓" �� I t L__l„_.r p F '/,,'' i ... .. 11 11. .. 1111 I .,. .. ..._..., Imn "... .-.....,.._-_.w.,,....._"_".._.".,....._..,,1111."�.,.�...�.._. ,....,».... .. ..,. 1111...:` e / F I , 1 _. 1 /'' :" I I �', - I a,. ' `' `f�:, i t ------------------------ - c - __ 1111 _ - ___- f.,.f/ /� ''I : i . , o Partial Floor Plan - Kitchen / :r i1A I � Scale: 3/8" = 1'-0" ( ) J'/ / '� I I , ' ISLAND w/BUTCHER BLOCK COUNTER TOP p / /✓/, ............ .... .. . . .... . 1111. / / / ' ��.,:---xa":,,�.e._.....,2.,,.e,.::,�,.:..:..........1111."1111."".""1111.-......... _. "^"".,...w».. //i ____ _� a r c Lh K R A % I ✓'//.' ' f1 / 1. 1. i t e c t J _t ............... . . �: --- , ? # ,I r__.._-1111_.'t r '.___.,_ -11 r_.___._.- '1 r---' _-t - 1 /' r , ? .. �.. 1111_. _ 1 .. .. ... 1 11.1. .. . ...... - - 111 1 _.-------- __--------._.._.---. p, s ✓, , .....r,. I.n -.. 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'"; , / ,' f, t= „ z it 1111.1111. �i GREENPOR NY 11944 m k a r c h i t e c t . c o m .1,__, Interior Elevation - Kitchen C 3A i1 .11._.. . ...l _ ___. . , - -,-,( . .,.,_. ) ' Interior Elevation - -Kitchen) Scale: 1/2" = 1'-0" \14A / Scale: 1/2" = 1'-0" -----t f F// ,r'/'1,J f j ' / F r pj • ' / / /,f /" ;�-I ..._,..,..........,.....,.._,.._.._ _ `,, '`r'`' �/ f / ��,/ , ✓ /j,/ f :p0EN'Ta,•DIIVNING� fi : >, r - f /f / lr'�, ' /, I: Leung-Stole J /, ___--.____.____LL__.__._"- I i , , - 1111.-_-- . 1111 .e�,:, ' ,% - -1111-- 1111_-•---___._...___..___ - PTD G 210 Robinson Lane -� _ s r' ✓. �." PTD GWB . r '! I P , k < i` , Peconic, ,�' 1.11V �/'� co Ic NY 11958 8 r 'f, i r. /'. I i', 11 r; � \t_ 11 / i ;I f I '/ \ I i HELF I /` °"r I /, / i , X, /I r . ,l , e , .'/' Y....... ;11\11::t,' `\ `\ i` rl / / ,. r�` S ! / r / / i;A: 1; ;✓ , ,`'/ 1 I l / \ ,, 1 IV Ir` t 'JJ i : .: /" / 11 / v -- f` / . J' r' , I oo. o O SHELF . SHELF f I� , r <>I �, /; -., / , :s,' SHELF 1 SHELF �, r , r / :..::;,e , e / . ,. . 111 r / / t / ✓ �. 1 ,aa .i / t . 1111., 11 I... 111.1 II - '/ / / , J 1 1111' .• •':. - 1'111 /. 1 ✓ MUDROOM � , { , 1111 „ 1111 ; 1111, , I . . . , 1111 11 • i t / „ ji , r / / __. 1111 / • I 1 / f / ,r / '`' I c it , / , !r J - 1 I I�„ f . N ,T E: ACK,P4:.ASH :!`:,. ''�-: :'°�:1:;:...'::'._r<_�� ?I ;OP IV.TO'- , ,�_\ I / , y,,' // S 0 S STONE BACKSPLASH rF / il' HE / - %` . I I \ l r'� ,I / 1111-- --- ? lei N IN o0�t I ��R N _ "'fx /` i f� I In .� teri r EI v o e ti n ,1 aos Kitchen tch n e 111;1; , 1111 , ;1:111 .:= / / • 1111 •,' .- ____________ _______-1111__1111 -1111 / / 1111 -. .. ."• - - 1 .,,� ' 1111_ ., -",.....:......«,.», 1111.. ., ., ... ... !/. - - 1 r _.'.�.» ...- _.. .. :.��:. ..,,.. ..,1111„;:;~ .:., / / -�. .. . ..:�.,.. 1111=`;: .. 1111 . .. ... ..E�.. . 1111.. ..1111 ,.,,. 1111. ,,. 1111 ._.. ......... 1111 1111_.:.: �... �...;:1111%' / / ,r , .._.................... 1111. .... 1111 __ --_ ............................. 1111... f / /F . : Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design r....._.M,....,,.., t.. #re.. zz 11/8/16 Prl 'ng& ._ 71 J . r. - ' NEW CASING \ ON EXISTING WINDOW PTD GWB LINEAR DRAIN SHELF. \\ -ILIL CEILING MOUNTED i ' SHE DRYER=- \ SHOWER HEAD PTD GWB HANGING Jr STORAGE? ! ' - - ---- SHOWER CONTOLS&FOOT WASH .. _- _-____..._._-____---.______-_____ .......... ........�..................................................... `.................._.. 'rteLW HAL . �r r.,r FRAMELESS GLASS SHOWER ENCLOSURE / BATHROOM#1 3 I w/ RECESSED TRACK MUDROOM,LLAUNDRY 1 I 1 7 r 0 SEE DETAIL(11/A-401) :EE I 1- I 6 A40 4 I WASHER BEHIND DRYER BEHIND / I � ���L r<Rq� • 1 A40 S PIVOTING PIVOTING A4� ( ! ' POCKET DOOR POCKET DOOR' PTD BENCH BY CONTRACTOR * <aF WER. _..... 9 OPEN BELOW —� i �:D�A ( N I , ----------------- 2 a. „ 4802 E I ! ATF OF N E`1`!��Q- :. 1 Interior Elevation (Mudroom) 2 Interior Elevation - (Mudroom) Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Drawing Legend: o Partial First V-00�? n - Mudroom Bath #1 r Wall To Remain Wall To Be Re oved Scale: 1/2" = New Wall New Foundation Wall ——————— Lines Above ------------ Lines Below — — — — — Guidelines — — — —- Fence 101 Door Tag PTD GWB / \ Window Tag Section X, Sheet A-XXX x / ��% .• .. r - ;::: \ / \ , Detail Tag 13EN`T x �/ �•� Elevation Tag J j PTD GWB (ITCHE PTD GWB / PTD G1NB� _ ' x i-' CABINETS BY OWNER I--------- I I \` \ xOx Interior Elevation Tag SEE CAB. PLUS DWGS. N\, x WALL BASE x •,.y J �, WALL BASE / \ POCKET DOOR DOOR TO BATH#1 TO LAUNDRY terior Elevation - (Mudroom Hallway) MERYL KRAM ER Interior Elevation Mudroom Interior Elevfi�n�udroom Hallway) Interior Elevation - (Mudroom Hallwa &In Scale: 1/2" = 1'-0" a c h i t e c �t rr _ r rr rr _ Scale: 1/2 — 1 0Scale: 1/2 — 1-0Scale: — " — '_ " 213 EAST FRONT STREET POST OFFICE BOX 683 GREENPORT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m TILE WALL TILE WALL TILE WALL 45 SQFT 25 SQFT 25 SQFT CEILING MOUNTED WALL SCONCE SHOWER HEAD BY OWNER _E Leung-Stole 1 i , BY OWNER NEW CASING , \ 210 Robinson Lane J ON EXISTING WINDOW l l i _= l � econi , P NY 11958 SHOWER HEAD I FkA' MELESS:GLASS C SHOWER ENCLOSURE DIVERTER \ SEE b"T`A'Ll(1/ -401) \ r _I. THERMOSTATIC i , SHOWER CONTROL , ;..•..; PTD GWB PTD GWB \ 1/2"STARFIRE S k (. A P HOWER GLASS ENCLOSURE FOOT WASH ; . } ICOE 0 , E , E ' , DIVERTER _ ' 7 — —.t / Interior Elevations - Mudroom RECESSED U-CHANNEL TOP OF CHANNEL FLUSH w/TILE ! FOOT WASH t.:.,.....!..,.....'........:.....,. .......:.., . �.: , SPOUT FINISH TILE/STONE ' I . ;.' ; ` FLOOR/WALL f-.;�4 _i. . WALL BASE I �_�_—_� WALL BASE WALL BASE SCALE:As Noted E 1 =Lei L, ' 7 DOOR TO HALLWAY er Enclosure Detail A-40�� _ Interior Elevation - Bathroom #1 Interior Elevation Bath #1 Interior Elevation - (Mudroom Interior Elevation - Bath #11 Sale: 3 1-0 7 Scale: 1/2" = 1'-0" 8 Scale: 1/2" = 1% 9 Scale: 1/2" = 1'-0" 10 Scale: 1/2" = 1'-0" �� © 2015 Meryl Kramer Architect All Rights Reserved NEW BOOKCASES EQ. 2'-6" EQ.EQ. EQ.EQ. 2'-6" EQ. NEW PTD. BOOKCAEW PTD. BOOKCASE Issue Date: Set: N ZV iv 7/1/16 Existing Conditions M .� M 8/9/16 Schematic Design 11/8/16 Pricing&Permit - - — — — — - - - ---� �PTDGWS TYP. Ei NEW BOOKCASE BY CONTRACTOR NEW BOOKCASE BY CONTRACTOR 5 \ i ... w ADJUSTABLE SHELVES -.. " . -... _. _ ..._..............--....-_....-............_. ._. ADJUSTABLE SHELVES N < \ / I \ -3 1/2" 4 3/4' 2'-7 1/4" 3 1 2" 5--111/4"' 3 112" 2'-7 1/4" 4 3/ i............." \'`,: . `\\ \ LINE OF WALL \\ _...-_....................-.--..-................ _......-_......._........................... _.............EX ... BASE TRIM BELOW } STA \ `: : ?' \\; X , \ \----------► -- 77 m � - - - - - \. 1 \ __-,.._ ..................-- LL o x DEN 2 o x * � U) W V/ SHEETROCK RETURN A402 3 I li L6 0 . II T� 0 2 l I �\ 1/2 F '\ N STUD WALL 1'-0 1/2" BOOKCASE FACEFRAME _ _ _ _ __ _ _ _ _ POCKET DOOR TO DINING ROOM lo PTD. MIN. LIVING ROOM SHELF DEPTH 6 �• A-402 &In terior Elevation - (Den) Scale- 1/2" = 1'-0" Drawing Legend: Wall To Be Removed DINING ROOM DEN Wall To Remain New Wall New Foundation Wall ------ Lines Above 0 Partial First Floor Plan - Den ; _` `�\ ' \' ------------ SCa le: 3 8" = 1'-0" \ \` \�� —------ — Lines Below / \\ `\` Guidelines Fence NEW BOOKCASE \,•\� �`� [ \� \, ', 101 Door Tag \ .\� Plan Detail @Bookcase sos Window Tag \ �'.. Scale: 3.. 1._0.. \ •\\X\`\`.\ ... \\ Section X, \\ PTD GWB PTD GWB SheetAXXX Detail Tag Elevation Tag NEW BOOKCASE x TYP. x xxx x Interior Elevation Tag 5 x I I I I POCKET DOOR _ MIN.LIVING ROOM SHELF DEPTH t ev o - Interior E a i n (Dinin Den) 3 Scale: 1/2�� = 1'-0" SHELF N M E R Y L K R A M E R a r c h I t e c t F=z 213 EAST FRONT STREET STUD WALL S HEETROCK RETURN POST OFFICE BOX 683 i. G R E E N P 0 R T, NY I 1944 6 3 1 4 7 7 - 8 7 3 6 LIVING ROOM BOOKCASE FACEFRAME m k a r c h I t e c t c o m } 4 A402 i< PTD. 4'-01f 4'-0" NEW PTD BOOKCASE NEW PTD BOOKCASE 1x BASE WALL TRIM SHELF EXISTING WOOD FLOOR Leung,Stole SHELF SHELF • 210 Robinson Lane Peconic, NY 11958 i f f / SHELF I SHELFIle N PTD GWB A- iA SHELF SHELF / dGT/2Y,-1�E TI U E bINNlNG ROOM / - \ Interior Elevations - Living/Den SHELF SHELF' X. CAB. \ 73.5"x19.5"x30.5"h SCALE:As Noted SHELF ( SHELF i F TY P. _ _ _ _ _ _ _ _ _ _ _ _ _ A-4026 L\ >< 1 Partial First Floor Plan - Livin Room A-402 Interior Elevation Livin Room Section Detail @Base of Bookcase Scale: 3/8" = 1'-0" 4 Scale: 1/2 = 1'-0" " — '� / 6 Scale: © 2015 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/1/16 Existing Conditions 8/9/16 Schematic Design 11/8/16 Pricing&Permit TUB FILL LOCATION T.B.D.IN FIELD 4A A403 2A 3 RED AR i r' NEW TUB N� ,r. , 1 ' 0248o2 y0� of ..r: ......... E£ ,. s l'' ; I. ,.i<.:' I tib, r7777777777 SHOWER HEAD FRAMELESS GLASS &CONTROLS SHOWER ENCLOSURE SEE DETAIL(11/A-401) Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall � Secon Floor an ——————— Lines Above Scale: " _ '- " ------------ Lines Below ------- — Guidelines — — — — Fence 101 Door Tag Window Tag ---•-------- sr TILE WALL SLOPED CEILING 45 SQFT Section X, Sheet A-XXX , r t' ;,r,.r,•_..r_J..,; NEW WALLS CONCE PTD GWB BY OWNER Detail ..: :" Tag WALL MOUNTED TILE WALL '' - < (1 32 S FT SLOPED CEILING ( t Q ®.� r ,t ,t i• tion g Ta .-. ,, I _./ ._.. `: .... ..... .... - _ SHOWER , �.�.,:: _ >.:.� :, .-' t ,,".r<. .,.-, ,•� ,' . . � InteriorElevationT ,< .., . x x LIL .. _.., .,. NEW RECESSED 3-8 .2 4 I. . / ~ :> FRAMELESS GLASS • , < ,• <t•"} .,`� ;.. :�� > TD GWB �< I � , O >. I i +t ., MED.CAB. , +, £" SHOWER ENCLOSURE x I t'. I r BY OWNER .... ,,ftr.:� ,,.\..:::.,`..:,:..i": ',_' -..--_._ ----- �__� _"'„ :• SEE DETAIL - . .. I (11JA 4fl1) „4t...,< -,. r -..r .> P .. . - VOLUME SHOWER CNTRL. ` p . j ( , ,o. .Y LLJ LLJ O zs . THERMO.SHOWER CNTRL. , .f PTD GWB NEW VANITY �r , rr ' BY OWNER , Z , }t , } l 5 \ r - . t. t,,. .,, ., , ,}<. s,.� . ,. .\ .., ,,•`..?,< NEW STONE R P � I \ 0 COMPOSITE s X ., £t / I WALL BASE I 1 — < SHOWER ' SHOWE R THRESHOLD uj i r, r, ,r � I � / \ :;, CAP& FACE t. P / NEW ,_�.,.,:.:.��:, :,_:-.r; �< NEW \ i , i t- TUB ,.,\, ., , , ,, , ,,,, ,,, ,,, t .. , :':« i TUB „ -. ,,.. E R Y A M E R L K R DOOR TO M. BEDROOM a r c h i t e c t TUB FILL LOCATION T.B.D. IN FIELD 1 �InW/2 levation - Master Bath Interior Elevation - Master Bath InteriorElevation - Master Bath 4A Interior Elevation - Master Bath) 213 EAST FRONT STREET ca " = 1'-0" Scale: 1/2" = 1% Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" POST o F F I c E Box 683 GREEN PORT, NY 1 1944 6 3 1 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m _�..� PTD GWB , �. �. Leung-Stole .................. 210 Robinson Lane I Peconic, NY 11958 i TILE WALL 36 Q , S FT , , jl , , , ? i rS :1,` Interior Elevations - Master Bath I NEW STONE OR COMPOSITE I - ; I TUB DECK w/WATER FALL FACE E t It ..,._.._ ...... ...... ..�....;,, .... . ,...,...... _ ,,. SCALE As Noted \ A-403 I nterior Elevation - (Master Bath 213 Interior Elevation - Master Bath Scale: 1/2" = 1'-0" 4B Scale: 1/2" = 1'-0" © 2015 Meryl Kramer Architect All Rights Reserved Electrical Legend Issue Date: Set: 7/1/16 Existing Conditions $ Single Pole Switch 8/9/16 Schematic Design T $ Single Pole Switch With Dimmer 11/8/16 Pricing&Permit d $ Three Way Switch 1 / tad Three Way Switch With Dimmer 1 -- Duplex Receptacle Outlet I'I / / GFI Quad Receptacle Outlet i; I!' — Duplex Receptacle Switched XA ;i; Outlet ® Appliance Receptacle Outlet i =0120V v 220 V Receptacle Outlet NOTE#2 �FtE D ARcy M \ v GFI GFI Duplex Receptacle Outlet ��� ��y`l L K&,, \ J I =:Q�wP Outlet erproof Duplex Receptacle fi•/ « / Iry " / / ® Duplex Receptacle Floor Outlet wT C)?4g02 OFM �� TV I Waterproof Ceiling Fixture O I TO P I C \ BE OW Recessed Ceiling Fixture \ - Surface Mounted Ceiling Fixture \ I \ Surface Mounted Box for Hanging \ Pendant Drawing Legend: Q Cabinet Fixturer____ , Wall To Be Removed Wall To Remain Wall Mounted Fixture New Wall TT New Foundation Wall TO LANDSCAPE LIGHTING OWPWaterproof Wall Mounted Fixture ——————— Lines Above ------------ Lines Below — - -- - -- - -- -------- , ------ Telephone Jack I --------- Guidelines — — — —- Fence kFTV1 TV Jack-CAT6 cable I 101 Door Tag SeconVM Electrical Plan C Computer Network Jack I 2 Scale: 1 " I, 101 Window Tag TThermostat xxx I V Section X, Cable Connection Sheet A-XXX ' NOTE#2 x } sc Smoke/Carbon Monoxide Detector �___� Detail Tag I NOTE#4 x 1 ❑A Alarm Key Pad e Elevation Tag \ i r l ! ® Floor Mounted Up-Light x l \ 1 Exhaust Fan xOx Interior Elevation Tag \ E x \ I Recessed Step Light / Undercabinet Light O 1 Central Vacuum NO CHANGE THIS AREA \ SP Wall Mounted Speaker � I it f f _ - -- Ceiling Fan GF<=-a' ..SKYLIGFT,S` I,~ .SKYLIGHT ;I SKYLIGHT I Ii DW ABOVE ABOVE ABOVE M E R Y L K R A M E R . � I�^- 11.., ?' � .{ ._. ,- .� ..�\ I 3.r \ I a r c h i t e c t _.ii t 4d 3d 5 5d J33d i ' I ;I GFI _._...___.,__.._�__..,_ � ..__.._ � / � '�• � t ,� \ I! ---- _.._._...._.._...-_..._ Fixture Schedule: 2 13 EAST FRONT STREET IAI \ ' \ I' 1 MICR _... __.__..._..-__._- --== _.:-_-= -=-=: - :_._: j Type A HALO H36LVICAT HousingPOST OFFICE BOX 683 T e - 1 OTE#3 \ ( A HALO 3012 Square adjustable \ II �..._..•...—... _. II !GFI / \ q t G R E E N P O R T, N Y 1 1 9 4 4 f \ ' / baffle white trim kit 6 3 1 - 4 7 7 - 8 7 3 6 A' LLFantech-Fan light PB 110 L m k a r c h i t e c t c o rn 'RANGE/ �. i ... REF. r..................:..:: ,1�} �. I TOVE HOOD -- t2 42"fAFFqP 42°AFF\ 42*AFF !G l (C% I I DN' \ Electrical Notes: + WASHER/DRYER / w/LIGHT " f_ WPCA Note#1 Verif wASHE�, t_DRYE[2_t ,, I \ 1 \ y existence and functionality of \ existing outlets. Update as req.to ——, meet local&state code. Leung-Sto1e I '` f // }CL: I / Note#2 Replace existing w owner supplied •' I I / p g / pp• 210 Robinson Lane A A ,/i e GFI NOTE#2 / / / rI fixture. 5 / __ .. r / / Peconic NY 11958 r_ _ -= --- / - r // Note#3 Coordinate wiring for undercounter 0sc -- g M ! a2•aFF! � // lighting with CABINETS PLUS. NOTE# -- FIXTURE -- -: - ABOi E_�____. ,/ -- - - ---- - / Note#4 Modify existing J-box s r'" w/for dimmable string lighting TO POST LIGHT . `,::_..... _m:.f 3 3_.. ._--.� NOTE#2 \\ Up / �\ sc> -Switches to be installed @ 32"to sc \ \ middle of switch a.f.f.or as noted on Electrical Plan NOTE#1 3 NOTE#1 elevations. --- — -Provide dimmer switch for all lighting fixtures. Location TBD in field. NOTE#2 SCALE:As Noted -Height of switches&outlets above countertops to be coordinated with architect for tile layout E- 1 01 First Floor Electrical Plan Scale: 1A = 1'-0" © 2015 Meryl Kramer Architect All Rights Reserved