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Home My WebLink About38667-Z " FOt FTown of Southold Annex 7/30/2014 �. ' c"� e � ';. P.O. Box 1179 {kv ' 54375 Main Road • ,sir,.� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37048 Date: 7/30/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 255 Three Waters Ln, Orient, SCTM #: 473889 Sec/Block/Lot: 15.-7-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/27/2014 pursuant to which Building Permit No. 38667 dated 2/10/2014 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: 2ND STORY DORMER ADDITION TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Graziano,James (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38667 07-08-2014 PLUMBERS CERTIFICATION DATED 07-24-2014 William Gremler Aut r' d S' nature TOWN OF SOUTHOLD BUILDING DEPARTMENT r TOWN CLERK'S OFFICE '� • ;k 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#: 38667 Date: 2/10/2014 Permission is hereby granted to: Kahn, Norma C/O Edward J Piscina 81 Plattsburg St Staten Island, NY 10304 To: construct a 2nd story dormer addition as applied for At premises located at: 255 Three Waters Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-7-13 Pursuant to application dated 1/27/2014 and approved by the Building Inspector. To expire on 8/12/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $563.20 CO -ADDITION TO DWELLING $50.00 Total: $613.20 LI Building Inspector Form No.6 E TOWN OF SOUTHOLD - BUILDING DEPARTMENT TOWN HALL ; ; FEB - 3 2014 765-1802 ++ i APPLICATION FOR CERTIFICATE OF CCUPANCY n 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. JANUARY 29, 2014 New Construction: I Old or Pre-existing Building: (check one) Location of Property: 'li 255 THREE WATERS LANE SOUTHOLD, NY House No. Street Hamlet Owner or Owners of Property:\wA ES GRAZ IANO Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ v plicant Sign re *pF SO(/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.sox 1179 , �o ro Southold,NY 11971-0959 per.richert(c�town.southold.ny.us Q IyCo NTY,Nc`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Graziano Address: 255 Three Waters Ln City: Orient St: NY Zip: 11957 Building Permit#: 38667 Section: 15 Block: 7 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Big Blue Electric License No: 35348-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 35 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 15 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 19 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches ]28 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-combination smoke / co detectors, 200a overhead service, 1-exhaust fan, 8-accent lights(ceiling),4-ARC fault circuit breakers Notes: Inspector Signature: Date: July 8 2014 81-Cert Electrical Compliance Form.xls Town Hall Annex ~O l0 Telephone(63-1).765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A hc Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �. Owner: ``(Please print) Plumber: (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%a. lead. (Plumbers Signature) Sworn to before me this day of 20 C ONNIE D. BUNCH Notary Public��t' Count No4ary°oblio, State of Nev, York. y No. 01 i U61€35()60 aQw-Afied in Suffolk County rommiss ion Expires Apri? 14 2Q 3,F Of SOUIyo� Cly i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: n77 DATE INSPECTOR - y�OF so Mi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 15ptrGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 05NAf So ia_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) >14 ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPE 5f so coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND 1"'il.AIT 10 N FRAMING / STRAPPING [el/FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: c2?t16, C/p DATE - -7 lo/��- INSPECTOR Z FIELD INrCnQN SORT DATE COMMENTS FOUNDATION(IST) �o FOUNDATION(2ND) J. W Gt/� �_� �✓r BOUGH FRAAW 7& PLUMBING 3Z7 �. INSULATION PEA N.Y. H STATE ENERGY CODE <y, l , Y I FINAL ADDITIONAL COMMENTS ' °L.0 (DO C '�i;Lt ,-) ,c 7-7 S� . 0 41 • � z m c. o 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 22 Survey SoutholdTown.NorthFork.net PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees / Flood Permit Examined l L� 20 Storm-Water Assessment Form Contact: Approved /d 20 Mail to: Disapproved a/c _ Phone: ExpirationI ttlfl 20 Building Inspector I APPLICATION FOR BUILDING PERMIT JAN 2 7 2414 Date January 20 14 INSTRUCTIONS a.This application MUST b completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets pfptans,accurate Plot plan to sc le.Fee according to schedule. - b:"Plof 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. S gnature ofappricaV name,if a corporation) 2280 FREDERICK DOUGLASS BLVD 9E, NY NY 10027 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder OWNER Name of owner of premises JAMES GRAZIANO (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.42289-H (Tom Ludlow) Plumbers License No. 1643-MP (Best Quality Plumbing and Heating) Electricians License No.35348-ME (Big Blue Electrical) Other Trade's License No. 1. Location of land on which proposed work will be done: 255 Three Waters Lane Southold, NY House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 7 Lot 13 Subdivision orient by the Sea Filed Map No. #2777 Lot 43 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy year round single family home b. Intended use and occupancy year round single family home 3. Nature of work(check which applicable):New Building Addition Alteration x Repair Removal Demolition Other Work 4. Estimated Cost $100,000Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 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 40'-7" Rear 40'-7" Depth 25'-6" Height 20'-7" Number of Stories 1.5 Dimensions of same structure with alterations or additions: Front 40'-7" Rear 40'-7" Depth 25'-6" Height 20'-7" Number of Stories--2 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 100' Rear 103'-9" Depth 152'-6 10.Date of Purchase October 24, 2013 Name of Former Owner EDWARD J. PISCINA, DIANE HURD, and NORMA KAHN 11.Zone or use district in which premises are situated R40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO x 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO X 2280 FREDERICK 14.Names of Owner of premises JAMES GRAZIANO Address DOUGLASS BLVD.,#9E phone No. (718) 810-9210 Name of Architect JAMES DEERKOWSKI PE Address 260 DEER DRIVE phone No (631) 774-7355 Name Of Contractor TOM LUDLOW Address 105 OLE JULE LANE Phone No._(631) 680-2651 MATTITUCK, NY 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES NO X * 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF JAMES GRAZIANO being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the OWNER (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. o before me thi day of 20 Notary Public Signature of g ppli AN LEDFORD Notary Fub;ic,,tate of New York nlo.01 BE6130166 n;luliiiou iii Westchester County "y Commis:ion Expires July 11,201 "'' Town Hall Annex It J Telepho (631)765- 02 - P 05 Main Box 11179 �Q er.dche n . SouBiold,NY 11971-0959 O BUJOLDINCY DEPARTMENT TOWN OF SQtTMOLD APPLICATION FOR ELECTRICAL INSPECT N - - i �FFREQUEESTEDBY_ 6r`j (jlc.� ��G�{Z-tG Date: ny Name: l i3 lz 'cense No.: Ep ddress: p I G •i u c�c hone No.: b— I —43 Z9 X JOBSITE INFORM ATION: (*Indicates required information) *Name: 19- qz 1 fFNO *Address: a SS `M Qif (.t! ,e� l�R�� O�+EA7 ' .*Cross Streets l4/;j �51,�,-A 20 A-b , *Phone No-: Permit No.: Q�667 Tax-Map District: 1000 Section: Blodc Lot z *BRIEF DESCRIP11ON OF WORK (Please Print.Clearly) Please Circle All That Apply) Is job ready for inspection: ! NO ough In Final *Do-you reed a Temp Certificate: YES! NO - Temp Infonnatiort(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE-WITH-APPLICATION 824teaWest for Inspection Form �'� Scott A. Russell ,��°su `� James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. z SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US 1k JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. '( APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) NAME: JAMES GRAZIANO (OWNER) NAME: I I ADDRESS: 2280 FREDERICK DOUGLASS BLVD. ADDRESS: APT 9E I NEW YORK, NY 10027 Telephone Number: 718-810-9210 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5" a 11" Envelope& Appropriate Postage. DATE: JANUARY 15, 2014 Property Address / Location of Construction Work: 255 THREE WATERS LANE S C T M #: 1000 15 7 13 ORIENT, NY 11957 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 ST,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. FO E G ERING DEPARTMENT USE ONLY **** Reviewed By Date: A prove ( ❑ Ij Ad onal Information Required: i I ' CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST Z DATE: January 15th 2014 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) 0 NAME: James Graziano (owner) S C T M #: 1000 15 7 13 718 810-9210 Telephone Number: ( ) District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries x b. Total Site Acreage. x 0 please see cover page and survey c. Existing-Natural & Man Made Features within 500 L.F. x please see survey of the Site Boundary as required by§236-17(C)(2. R640106D O INDIC" 6M0 4114 z*6 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x nU substantial site work - only re-roofing same coverage e. Limits of Clearing& Area of Proposed Land Disturbance. x no clearing - only drywell installation f. Existing& Proposed Contours of the Site (Minimum 2'lntervals) x please see survey g. Location of all existing& proposed structures, roads, please see survey driveways, sidewalks, drainage improvements& utilities. x h. Spot Grades& Finish Floor Elevations for all existing& x no proposed change to site grades or building footprint Proposed structures. I. Location of proposed Swimming Pool and discharge ring. x no proposed pool j. Location of proposed Soil Stockpile Area(s). 0 x no proposed excavations k. Location of proposed Construction Entrance/Staging Area W. x ]==I driveway area — minimal site work under this application 1. Location of proposed concrete washout area(s). x see drywell locations on site plan M. Location of all proposed erosion&sediment control measures. no substantial site work under this application 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate x please see calculations on site plan on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) x please see details on site plan page FORM * SWCP Check List -TOS JAN 2014 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: January 21, 2014 To: Town of Southold Building Dept Re: Septic Inspection 255 Three Waters Lane Orient,NY To Whom It May Concern: This letter certifies that the existingr p 'c System is consisted of a precast 900Gallon Septic tank and (1)- 8' x 12' precast le chmg basin. The system is in good working order and functions properly. Any questions eel free to call. Sincerely, 1 . OV NEW y es J Deerkoski P.E. °sem � r Uj FpA 07 P� RIFE SSS JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: February 10, 2014 To: Town of Southold Building Dept Re: Egress Windows 255 Three waters lane Orient,NY To Whom It May Concern: I This letter certifies that (2) new egress size windows will be installed upstairs at the above mentioned dwelling to meet the cal and State Fire Code Requirements. Any questions feel ee to call. cerely, ame J Deerkoski P.E. f��t-J�;u�P- i FEB 10 2014 I Certifications indicated hereon signify that this plat of the properly depicted hereon was made in accordance with the existing Code of Practice for land Surveyors adopted by the New York State Association of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. I l LOT 42 FE / 0.4'S 30 \�.2'W a1 N 88'57'40" W 125.00' W l� FE 1.4'S HEDGE C1 Z 2.9'W C Z py N O U 33,5• 73.6' 0 GARAGE M BITUMINOUS DRIVEWAY ELECTRIC I (u ^ SERVICE ^ 4 25.5' r. SOA zW :yra : :- 0 Z to Z � �J" 8 a a o \3 Z N �4. Q 04 p O WOODED 1 25.5' 50.0' O 2 W STAKE �� FOUND 0.7'N 0.3'E STAKE FE WOO'MCr� FOUND - 0OLINE FE E G I. S 88'57'40" E '.6'S DECK 152.50' ELL LOT LOT 4 O / O� O et r- (�Ir 0 PARK VIEW LANE IAA: SURVEY VIEW: SURVEY The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls, pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements,Rights-4Way of record,if any,are not shown.Property comer monuments were not placed as a part of this survey. © 2013 BBV PC BY Barrett Tax Map: DISTRICT 1000 SECTION 15 BLOCK 7 LOT 13 Bonacci & Unauthormed alteration or addition to Map of: ORIENT- BY-THE-SEA,SECTION ONE this survey is a violation of Section Van Weele, PC 7209 of New York State Education law Civil Engineers 175A Commerce Drive Map Lot: 43 Map Block: -- Surveyors Hauppauge,NY 11788 T 631.435.1111 Filed: 11/21/1957 No.: 2777 County: SUFFOLK Planners F 631.435.1022 www.bbvpc.com Situate: ORIENT,TOWN OF SOUTHOLD Certified to: Tide No.: HA-23297 Revision By Date JAMES GRAZIANO Copies of this survey map not bear- HOME ABSTRACT CORP. ing the land surveyor's embossed FIRST AMERICAN TITLE INSURANCE COMPANY seal and signature shall not be con- EVERBANK, (it's successors and/or assigns, sidered to be a true and valid copy as their interests may appear) Su R.B. Drafted : A.V.R. Checked M.A.R. y PPS l Scale: In= 30' Date: SEPTEMBER 25,201 Project No.: A130571 STORM WATER MANAGEMENT: 65 washington st 9a design Brooklyn,ny 11201 I 1 c SCOPE OF WORK WORK: 720.289.2672 t 646.395.1506 f NEW SAND SET PAVING STONES NEW SAND SET PERMIABLE BRICK PATIO 1 NEW DRY WELLS I NEW ROOFING ON MAIN HOUSE AND GARAGE 1 /a3'-y„ TOTAL ROOF AREA 1369 SF CALCULATION: 1369*2"RAINFALL/12" = 228.16 CU.FT. 1 C.F. =7.5 GALLONS 228.16 C.F.*7.5 GAL/C.F. = 1711,25 GAL CAPACITY REQUIRED 8'DIAMETER DRYWELL HAS 300 GALLONS PER VERTICAL FT —CAPACITY- 1711.25 CAPACITY 1711.25 GAL/300 GAL = 6' TOTAL REQ. DEPTH IPROPOSED 4 DRYWELL LOCATIONS 6 VERTICAL FT./4 — 1_5' DEEP EACH EXISTING SEPTIC PROPOSAL SYSTEM TO FOUR 8'DIAMETER BY 2' DEEP REMAIN-SEE _ DRYWELLS CERTIFICATION LETTER I I �� 4*300 C.F. PER VERTICAL FT*2'= 2400 C.F. REMOVE EXISTING CAPACITY \� 13'-5" 20'-6" MASONRY WALL 2400 C.F.> 1711.25 C.F. COMPLIES t ! -t�,5loro NEW 8'DIAMETER BY 2' 'Nov e GU-09-.5 � i DEEP DRY WELLAND w 111 of GUTTER EXTENSION I Q I ; U EXTEND O SN l�� BRC PATIO � EXISTING GARAGE-NEWpO01(116 M ROOFING AND SIDING RoLS � 21 5", Roo 4 NOT FOR CONSTRUCTION NEW SHED DORMER AND ROOFING 1069 SF ROOF AREA fV I O REMOVE AND -_ r REPLACE EXISTING - STRUCTURAL ENGINEER ROOFING James Deerkowski 260 Deer Drive Mattituck,NY 11952 EXISTING GRAVEL 631.774.7355 t i DRIVEWAY NO WORK NEW 8'DIAMETER r I BY 2'DEEP DRY t WELLS-AT EACH CORNER OF — 1 HOUSE ,Q ❑ ❑ ❑ NEW SAND SET (C1At '�rlti �I� A STEPPING STONES TO FRONT STOOP IFgOm CRAWL S�A 40'-7.. d' S 6 PA M)T IOU ra0 No DESCRIPTION DATE $ISII la f,6— TPI a AL �— GRADE V� �5 Y 1-1 - HOLLOW PRECAST o I I DRYWELL TANK LO SOILUNEXCAVATED - I 255 THREE WATERS LN CaN S`f R — 0156 6x tsy ' DIEZ-GRAZIANO RESIDENCE $ a Project number 130100 I TYPICAL DRYWELL SECTION ' ' ' NEW Date 10.18.2013 2 F 1'0 NTS P� DEERS Q w SITE PLAN L g 100'-0" y �_ LP� A-001 . 00. 07 F� ��, PROJECT Scale As indicated ti SITE PLAN NORTH I T SCOPE OF WORK: ZONING DATAmus'dap'oM01 65sADDRESS: 255 THREE WATERS LANERENOVATION Washington 2 1 e S g n br SCOPE OF WORK FOR RENOVATION AND ADDITION TO EXISTING 2 STORY TAX LOT# 15-7-13 o0klyn,ny 11201 DETACHED HOUSE WITH BASEMENT AND GARAGE AT 255 THREE WATERS RD: TAX MAP: 1000-15-7-13 I I C LOT# 43 720.289.2672 t GENERAL WORK: MAP: ORIENT-BY-THE-SEA SECTION 1 FILED 11-21-1957(FILE#2777) 255 THREE WATERS LN, S H O U T H O L D, NY 646.395.1506 f -NEW CEDAR SIDDING REPLACES EXSITING ZONING DISTRICT: R40 -REPLACE EXISTING WINDOWS AS NOTED TO MATCH EXISTING -NEW WINDOWS AS NOTED TO MATCH EXISTING SITE WORK: NOVEMBER 16TH SET _ V 4 GARAGE: -NEW STEPPING STONES PROPERTY DATA NEW PATIO OFF NEW BACK DOORS DIRECTORY INDEX I =.:A -NEW SIDDING TO MATCH HOUSE NEW ROOFING TO MATCH HOUSE LOT COVERAGE: LOT SZE: 13,875 SF EXISTING NON-COMPLIANT = - -• FIRST FLOOR: EXISTING LOT COVERAGE BY BUILDING: 1,040 SF -NO INTERIOR WORK EXISTING LOT COVERAGE BY GARAGE: 298 SF -NEW DOORS AND WINDOWS AS SHOWN EXISTING LOT COVERAGE BY HARDSCAPE: 1,058 SF TOTAL EXISTING LOT COVERAGE: 2,396 SF =17.2% G-001.00 COVER 12/28/13 2ND FLOOR: OWNER: DANIEL DIEZ AND JAMES GRAZZIANOAT_ -NEW DORMER AND ROOF STRUCTURE-SEE STRUCTURAL PLANS PROPOSED LOT COVERAGE BY BUILDING: 1,040 SF NO CHANGE 2280 FREDERICK DOUGLASS BLVD 9E _ '� 1 "} : _ `-` ' If TH9 -NEW INSULATION PROPOSED LOT COVERAGE BY GARAGE: 298 SF NO CHANGEA-D01.00 SITE PLAN NEW BATHROOM PROPOSED LOT COVERAGE BY HARDSCAPE: 1,160 SF NEW YORK, NY 10027 12/28/13 , ;+ -NEW FINISH FOORING TOTAL PROPOSED LOT COVERAGE: 2,498 SF =18.0% A-002.00 DEMOLITION PLAN 12/28/13 F FI=-C5 0 H I I��q` "` F -NEW FINISHES THROUGHOUT -NEW PARTITIONS AS SHOWN EXISTING FLOOR AREA: DESIGNER: AMALGAM DESIGN A-010.00 PROPOSED FIRST FLOOR PLAN 12/28/13 rQ"__Ji_ •- -NEW ELECTRICAL AS SHOWN EXISTING BUILDING FLOOR AREA: 170 W 74TH ST#1008 BASEMENT: 1,033 SF A-011.00 PROPOSED SECOND FLOOR PLAN 12/28/13 . ',1"i; FIRST FLOOR: 1,033 SF NEW YORK, NY 10023 �fl� U It =' r SECOND FLOOR PLATE: 1,033 SF A-020.00 EXTERIOR ELEVATIONS 10/18/13Y SECOND FLOOR ATT-6"+HEAD HEIGHT 620 SF =60% ATTN:ADRIENALLRED � �Js�I,✓;L.I TOTAL HABITABLE EXISTING: 1,653 SF TEL:(347)277-1757 A-021.00 EXTERIOR ELEVATIONS 10/18/13 = V 7: I Y+ a s PROPOSED FLOOR AREA: A-030.00 BUILDING SECTION 11/05/13 f k Y; BASEMENT: 1,033 SF NO CHANGE ENGINEER: JAMES DEERKOWSKI P.E. A-031.00 BUILDING SECTION 11/08/13 FIRST FLOOR: 1,033 SF NO CHANGE 260 DEER DRIVE ' SECOND FLOOR: 1,033 SF NO CHANGE 11/05/13 �� t' Jt$} " ` - ' SECOND FLOOR AT T-6"+HEAD HEIGTH 767 SF =74% COMPLIES MATTITUCK, NY 11952 A-035.00 WALL SECTION E ,, . 'i Y'"I TOTAL HABITABLE PROPOSED: 1,800 SF TEL:(631)774-7355 1 A-052.00 WINDOW SCHEDULE 11/09/13 1 A-055.00 I TYPICAL DETAILS 11/08/13 1 00199�r-IR GENERALNOTES CONTRACTOR: TBD EN-001.00 2ND FLOOR RCP AND ELECTRICAL PLAN 12/28/13 RETAIN CTf1RAA IN TER RI)NO FF 1. SCOPE OF WORK: RENOVATION OF AN EXISTING HOUSE. NO CHANGE IN USE,EGRESS,OR OCCUPANCY PROPOSED UNDER THIS APPLICATION. EN-002.00 ENERGY CODE COMPLIANCE 01/05/14 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF WEST CHESTER AND ALL OTHER APPLICABLE BUILDING CODES,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY PURSUANT TO CHAPTER 3- 6 REQUIREMENTS,AND THE BEST TRADE PRACTICES. EN-003.00 ENERGY CODE COMPLIANCE 01/12/14 OF THE TOWN CODE. 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH LOCAL AUTHORITIES,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD S-001,00 STRUCTURAL AND ENGINEERING NOTES 01/12/14 CONDITIONS TO THE ARCHITECT. 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN S-002.00 STRUCTURAL AND ENGINEERING NOTES 01/12/14 p THE DRAWINGS. PLUMBER �(!OiY rT I 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,CLIENT AND NEIGHBORS. S-003.00 2ND FLOOR STRUCTURAL PLAN 12/28/13 .1 ' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL ON LEAD CC.' '_"` `` ' -FORE DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR S-004.00 ROOF FRAMING PLAN 12/28/13 `- ` ' INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES(PLUMBING,ELECTRICAL,ETC.). 1 v CY l 9. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. nn 10. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAYBE v L', +:7 71=R REQUIRED TO COMPLETE THE JOB. CONSTRUCTION NOTES :- 11. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 12. THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR REQUIRED INSPECTIONS AND SIGN-OFFS. Cv^CC �f'' 4 13. IF ASBESTOS IS DISCOVERED CONTRACTOR WILL REPORT EXISTENCE TO ARCHITECT AND EITHER LEAVE UNDISTURBED OR REMOVE IN ACCORDANCE WITH REQUIRED STANDARDS E�CrFFQ2/1(� ' UPON APPROVAL BY ARCHITECT. 14. THIS SET HAS BEEN PREPARED UNDER A LIMITED SCOPE OF ARCHITECTURAL SERVICES WHICH DOES NOT INCLUDE THE PRODUCTION OF FULL CONSTRUCTION DOCUMENTS. ANY DETAILS NOT SHOW ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN ANDEXECUTE INCLUDING BUT NOT LIMITED TO ALL DETAILS PERTAINING TO WATERPROOFING AND 1. WORK SHALL BE DONE IN CONFORMANCE WITH ALL GOVERNING FEDERAL STATE AND LOCAL BUILDING CODES,INCLUDING AMENDMENTS,BULLETINS,ETC.,AS WELL AS FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,OSHA OR THE BEST TRADE PRACTICES,WHICHEVER IS HIGHER. STRUCTURE. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE PRIOR TO PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL EXAMINE THE DRAWINi7S CAREFULLY AND SHALL AT ONCE REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS TO THE ARCHITECT BEFORE CUTTING OR PREPARING ANY PREFABRICATED WORK OR MATERIALS.THE DRAWINGS 1 VI REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS,OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER,BUT CANNOT BE GUARANTEED ALL PLUMBING WAS I E SURVEY BY THE ARCHITECT NTS 3. CONTRACTOR SHALL DISPLAY ALL APPLICABLE PERMITS AND SCHEDULE AND COORDINATE ALL REQUIRED INSPECTIONS. WATER ILINESN=-10 4. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,NEIGHBORHOOD ASSOCIATIONS,OR BUILDING MANAGENILNT OR BOARD OF {- r TESTING SEFOF hJ`, ; !N DIRECTORS. 5. ALL INDICATED SURVEY MATERIAL IS FOR GENERAL INFORMATION.THE ARCHITECT CAN NOT BE RESPONSIBLE FOR ITS CONTENT OR CORRECTNESS. 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE SCHEDULING OF ALL WORK TO BE PERFORMED,AND INCLUDE ALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS,WORK IN OCCUPIED AREAS,ETC.THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE FOR THE COMPLETION OF THE WORK.WORK SHALL BE PERFORMED DURING REGULAR WORKING HOURS,8:00 A.M.TO 5:00 P.M.,EXCLUDING WEEKENDS AND LEGAL HOLIDAYS.THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORK DURING OTHER THAN NOT FOR CONSTRUCT4QN REGULAR HOURS. 7. THE CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES TO RECEIVE NEW FINISHES.THE CONTRACTOR SHALL PATCH TO MATCH REMAINING CONSTRUCTION IN ALL AREAS WHERE REMOVALS HAVE BEEN MADE.ALL SALVAGED MATERIALS SHALL BE KEPT IN THE AREAS INDICATED BY THE OWNER. 8. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING AS REQUIRED FOR ALL STRUCTURAL OR REMOVAL TASKS.HE SHALL HAVE SOLE RESPONSIBILITY FOR ALL r' DAMAGE OR INJURIES CAUSED BY THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS SOLE EXPENSE. � ; 9. THE CONTRACTORSHALL NOT DAMAGE OR ENDANGER ANY PORTION OF THE WORK OF THE OWNER OR OTHER CONTRACTORS. v ' 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW CONDITIONS AND MATERIALS IN THE PROPOSED CONSTRUCTION AREA.ANY DAMAGE CAUSED BY,OR DURING THE EXECUTION OF THE WORIK IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE OWNER'S SATISFACTION. S 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS AND ALL UNAUTHORIZED PERSONS. 12. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. CONSTRUCTION OPERATIONS BETWEEN TRADES,ENSURING PROPER INSTALLATION,CONNECTION AND OPERATION. 13. THE CONTRACTOR SHALL LS,EQNATIE CO STRUCTURAL ENGINEER, 14. SUBSTITUTION OF MATERIALS,EQUIPNrIENT,OR METHODS,MUST MEET STANDARDS OF QUALITY ESTABLISHED IN THE CONTRACT DOCUMENTS,AND MUST BE APPROVED IN WRITING BY ARCHITECT. @I 15. WHERE THE PHRASE"OR EQUAL"OCCIURS IN THE CONTRACT DOCUMENTS,DO NOTASSUME THAT THE MATERIALS,EQUIPMENT OR METHODS WILL BE APPROVED AS EQUAL UNLESS SPECIFICALLY James Deerkowski SO APPROVED FOR THIS WORK BY THE ARCHITECT. 260 Deer Drive THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE,EXAMINED THE PREMISES,DETERMINED FOR HIMSELF THE EXISTING CONDITIONS,CHARACTER OF EQUIPMENT AND FACILITIES NEEDED FOR THE PERFORMANCE OF WORK,AND ALL MATTERS WHICH MAY IN ANYWAY AFFECT THE WORK BEFORE SUBMITTING A BID. Mattltuck,NY 11952 -- 17. INFORMATION REGARDING EXISTING CONSTRUCTION OR CONDITIONS IS BASED ON AVAILABLE RECORD DRAWINGS WHICH MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS.SUCH 1 N Mir w maw a F I ;y,,". -_ INFORMATION IS INCLUDED ON THE ASSUMPTION THAT IT MAY BE OF INTEREST TO THE CONTRACTOR,BUT THE ARCHITECT,OWNER AND THEIR CONSULTANTS DO NOTASSUME RESPONSIBILITY 631.774.7355 t # � / ,! FOR ITS ACCURACY OR COMPLETENESS. -- j 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION TO ALL COMMON AREAS OF THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES f r s 't CAUSED TO OTHER APARTMENTS OR COMMON AREAS DUE TO CONSTRUCTION. x ` 19. CONTRACTOR OR SUPERVISOR MUST'BE ON-SITE AT ALL TIMES DURING THE WORK.NO WORK WILL BE PERMITTED IN THE ABSENCE OF SUCH SUPERVISION. .K it z er[vnrrw ww,ww.u.,c'w«.w nMa :I �� f1� '�` .i 20. ALL PRACTICAL PRECAUTIONS WILL BETAKEN BY CONTRACTOR TO PREVENT THE ESCAPE OF DEBRIS,DIRT,DUST,ETC.FROM THE WORK AREA TO OTHER PARTS OF THE BUILDING OR SITE DURING THE WORK.DEBRIS,CONSTRUCTION MATERIALS,AND RUBBISH WILL BE PROMPTLY REMOVED FROM THE AREA IN CLOSED BARRELS OR BAGS AND TAKEN DIRECTLY OUT OF THE BUILDING FOR r - + PROPER DISPOSAL. rr�. •• j a NYM'K[A Or1NIdhbGrTA4°GieiilDn 4fK HDi ' . l�V f, " -- N'.Mrdr,1Q 21. CONTRACTOR WILL NOT ALTER OR RELOCATE THE BUILDING'S PLUMBING,HEATING,ELECTRICAL,OR OTHER SYSTEMS OR EQUIPMENT WITHOUT PRIOR APPROVAL.ANY PART OF THE WORK THAT w^• 4�9 pa x A.'4"Csaw iccw a r °i"u REQUIRES A TEMPORARY SHUTDOWN OF THE BUILDING WATER,GAS,OR ELECTRICAL SYSTEM MUST BE SCHEDULED IN ADVANCE. 22. ALL BLOCKING TO BE FIRE-RETARDANT WOOD.ALL CONSTRUCTION WILL COMPLY WITH LOCAL BUILDING CODES FOR A CLASS I FIREPROOF BUILDING. 23. PAINT AND PRIMER TO BE A ZERO VOC RATED PRODUCT. 24. ALL PAINTED SURFACES TO HAVE ONE COAT OF PRIMER AND TWO COATS OF PAINT. - / 6 25. LOCATION OF OUTLETS AND SWITCHES TO BE APPROVED BY ARCHITECT AND CLIENT. BRIDGING MAY BE REQUIRED FOR CORRECT PLACEMENT. 26. OUTLETS INDICATED IN PLANS ARE CONVENIENCE OUTLETS AND SHOULD BE CONSIDERED TO BE IN ADDITION TO THOSE REQUIRED BY CODE. 8 B F No DESCRIPTION DATE V.t r+.'t°T kll 1001 In r � 4 SAFETY PLAN PARK VIEW LANE ORIEW v 10lOGIk Ic 1. GENERAL: ALL WORK TO BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODE,AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. SURVEY 2. STRUCTURAL: CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. ��ww:."��.«'r."�1�^��>w.��w.M��, n■ r.. , 1'°1 3. MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS,SUCH AS BUILDING MATERIALS, ;�'.. TOOLS,ETC. 4. FIRE SAFETY: ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA,AND/OR IN ANY AREA OF THE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS PLUMBING WASTE AND GAS RISER DIAGRAM: CONTROLLED OWNER AND/IOR GENERAL CONTRACTOR. CLEANED UP AND CLEARED FROM 5. DUST CONTROL: DEBRIS,DIRT,AND DUST TO BE KEPT TO A MINIMUM,AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA;AND BE BE BUILDING PERIODICALLLL Y TO AVOID IANYON EXCESSIVE ACCUMULATION. 255 THD[E WATERS /ATE D S I I� 6. NOISE AFTER HOURS: CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 AM TO 5 PM,MONDAYS THROUGH FRIDAYS,EXCEPT LEGAL HOLIDAYS. I I n L[ y V I [RJ L I V 7. CONSTRUCTION WORK WILL BE CONFINED TO THE PROPOSED CONSTRUCTION AREA. CONTRACTOR WILL LIMIT TO THE MINIMAL THE AMOUNT OF DUST,DIRT,OR OTHER SUCH INCONVENIENCES CREATED TO ALL OTHER AREAS OF THE BUILDING. PLUMBING WASTE GAS DIEZ-GRAZIANO RESIDENCE 4"VENT ROOF BATH Date 10.18..20132013 PLUMBING AND DRAINAGE NOTES Project number 1 NEW NEW NEW SHO 2nd FL z 1. ALL PLUMBING AND GAS PIPING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 16 AND REFERENCE STANDAR RS-16 F 6 BUILDING CODE. BATH KITCHEN KITCHEN 2. PLUMBING FIXTURES SHALL BE 3. ALL GAS-FIRED EQUIPMENT TO OF TYA.GPE N M.E.A.FACTURAPPROVE APPROVED FOR USE BY LOCAL JURISDICTION,AND SHALL BEAR BS&A APPROVAL. �P C'1F NEt COVER TUB TO LAV.TO TOILET SINK TO DISH GAS RANGE TO 4. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS,AND SHALL NOTIFY ARCHITECT OF ANY DISCREPAN S0 OS.P. REMAIN REMAIN TO REMAIN WASHER TO REMAIN G -001 - 00 L ' FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO PLAN W c!THE LOCAL BUILDING CODE. EXT REMAI 2 REMAIN NECESSARY,BASED ON CONDITIONS UNCOVERED IN THE FILED,IN ORDER TO INSTALL ALL FIXTURES,EQUIPMENT AND PIPING IN STRICT ACCORDANCE WIT UI �� oo DRAIN let FL , 5.' PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. C7 , , W d- r, 6PLUM BNG CONTRACTOR TO CONFIRM WITH LOCAL AGENCIES ANY RESTRICTIONS ON UPDATING PLUMBING FIXTURES Z 4" EXISTING GAS TANK ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, Scale 6'I -11-Oii CV TO REMAIN NOTE. : THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION SHEET. �N A � N BASEMENT-NO WORK EITHER APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. O 4" SSIO P T SEPTIC TANK ��P�,uSTORM WATER MANAGEMENT: =u65 washlnStsd brookiyn,ny 11201 d e s g n I I c SCOPE OF WORK WORK: 720.289.2672 t 646.395.1506 f NEW SAND SET PAVING STONES NEW SAND SET PERMIABLE BRICK PATIO NEW DRY WELLS 103' gNEW ROOFING ON MAIN HOUSE AND GARAGE TOTAL ROOF AREA 1369 SF CALCULATION: 1369*2"RAINFALL/12" = 228.16 CU.FT. 1 C.F. =7.5 GALLONS 228.16 C.F.*7.5 GAL/C.F. = 1711.25 GAL CAPACITY REQUIRED 8'DIAMETER DRYWELL HAS 300 GALLONS PER VERTICAL FT —CAPACITY- 1711.25 GAL/300 GAL = 6' TOTAL REQ. IPROPOSED 4 DRYWELL LOCATIONS DEPTH 6 VERTICAL FT./4 = 1.5' DEEP EACH M EXISTING SEPTIC PROPOSAL SYSTEM TO FOUR 8'DIAMETER BY 2' DEEP REMAIN-SEE DRYWELLS CERTIFICATION LETTER I I 4*300 C.F. PER VERTICAL FT*2'= 2400 C.F. REMOVE EXISTING CAPACITY 13'-5" 20'-6" MASONRY WALL L/ 2400 C.F. > 1711.25 C.F. COMPLIES NEW 8DIAMETER BY 2' w DEEP DRY WELL AND ix I GUTTER EXTENSION I Q EXTEND y I O SAND SET o O N BRICK PATIO j o I U) EXISTING GARAGE-NEW o ROOFING AND SIDING r•,co I r NEW SHED 21'-5", ,� I NOT FOR CONSTRUCTION DORMER AND ROOFING 1069 SF ROOF AREA C.0 I O REMOVE AND N REPLACE EXISTING - " r STRUCTURAL ENGINEER ROOFING James Deerkowski 260 Deer Drive Mattituck,NY 11952 EXISTING GRAVEL 631.774.7355 t / \ NEW 8'DIAMETER DRIVEWAY NO WORK I BY 2'DEEP DRY / WELLS-AT EACH CORNER OF ❑ ❑❑❑❑ E0- HOUSE NEW SAND SET • STEPPING STONES TO FRONT STOOP 40'-7" INo DESCRIPTION DATE ��— GRADE HOLLOW PRECAST o I I DRYWELL TANK ILo d o II II UNEXCAVATED N solL 255 THREE WATERS LN e I DIEZ-GRAZIAN � 0 RESIDENCE =I =I I Project number 130100 2 TYPICAL DRYWELL SECTION I' ' ' Date 10.18.2013 NTS �F of N E w YO SITE PLAN DEFR .Q 1001-01, �� cr_UJ 7T: A-001Lp r— (7 :,-Y' UJ ' 00 of PROJECT 2� => �O + �� Scale As indicated SITE PLAN NORTH T RDFESVCN ��0�0 p, 01 0901 65 Washington st 9dbrooklyn,ny 11201 e s i g n I 1 720.289.2672 t c 646.395.1506 f �o 1'-6" \ \ \ " CUT OPENING INTO EXISTING ROOF \ \\\ \ \ FOR NEW DORMER SEE STRUCTURAL PLANS � . \ � � REMOVE ALL \\ \ EXISTING SIDING. TYP 1 ST&2ND \\ \ FLOOR REMOVE EXISTING DOOR AT TOP OF STAIR CUT OPENING EITHER SIDE OF EXISTING WINDOW FOR NEW WINDOWS NOT FOR CONSTRUCTION -3'-0" STRUCTURAL ENGINEER James Deerkowski 260 Deer Drive L Mattituck,NY 11952 -T 631.774.7355 t No DESCRIPTION DATE GENERAL NOTES: 1)REMOVE ALL SIDING AND WINDOW TRIMS 255 THREE WATERS LN 2)PROVIDE TEMPORARY WEATHER PROTECTION DURING CONSTRUCTION DIEZ-GRAZIANO RESIDENCE Project number 130100 Date 10.18.2013 OF NEW), CD DEE �O'Q,� DEMOLITION PLAN s * � W A-002 . 00 �- 1 2ND FLOOR FF DEMO FILING `sF 6o EKE co � Scale 3/8" =1'-0" o N RDFESSI 1 1 hpoco�a� -030. NEW EXTERIOR DOOR AND -031., NEW EXTERIOR DOOR AND BACK STOOP BACK STOOP 65 washington st 9d d e s j g n brooklyn,ny 11201 5'-6° i I c 720.289.2672 t 646.395.1506 f A-020.00 40'-7" 11'-4" 6-10" 20'-2" 3-3" 5'-0" 3-3" 2'-0" 5'-0" 2'-0" 10 I o x as. I U — - - - - - � L - - JL - - - - - — � 8 I ti C N O N TU4IUZr I - J 11 -021.00 v REPLACE - - — — — — — — EXISTING I WINDOW M 3' 011 6'-p zf Lo N ---- ---- - N I I _ I � N A-021.0 2 i------———— F----- –––– I I — — NOT FOR CONSTRUCTION BEDROOMI UZ) ENTRY 1 LIVING co 12 co 7 N T STRUCTURAL ENGINEER James Deerkowski 260 Deer Drive Mattituck,NY 11952 631.774.7355 t UP — — REPLACE -1 EXISTING WINDOW 0 No DESCRIPTION DATE 13 O O O O 13-9" 2'-4" 3-0" 19'-3" m 40'-7" RECLAD EXISTING BRICK PATIO TO MATCH N 5'-1" PAVING S ONES NEW 255 THREE WATERS LN DIEZ-GRAZIANO RESIDENCE 2 Project number 130100 A-020.00 Date 10.18.2013 GENERAL NOTES: NEW YO 1)INTERIOR FIRST FLOOR EXISTING TO REMAIN �Q c, 01 PROPOSED FIRST FLOOR PLAN 2)NEW SIDING PER ELEVATIONS 3)NEW WINDOWS AND DOORS AS NOTED 4)PROVIDE TEMPORARY WEATHER PROTECTION DURING CONSTRUCTION i Z r 5)EXISTING STAIRS TO REMAIN NEW PAVING STONES AT �' A-01 0 co L , t:� = > > > > > ENTRY0.�'L�, ©pR 0 �Q P� Scale 3/8" =1'-0" � C N J � 1 FIRST FLOOR PLAN T 3/8"= P-0" ��NODdhpc),0�� 65 washin ton st 9d 9 design brooklyn,ny 11201 I I c 720.289.2672 t 646.395.1506 f 1 1 A-020.00 -030. -031. \ � NEW WINDOWS NEW WINDOWS `I 40'-7" 1 1'-6" 11'-1" 24 23 21 20 19 O - o 0 3'-2' NEW WINDOWS EITHER SIDE OF NEW WINDOWS %' ' ;�, EXISTING EITHER SIDE . OF EXISTING g _g 2'-10" 1 -021.00 I o I 18 BEDRO 0 10 16 CV 01 I ' 07 I 2'-6" N A-021.0 2 .;�,_,;; ..,;_�.��:,>�.�.<.•:� - - 0 11 3'-9" - 27 -- NOT FOR CONSTRUCTION 17 CV T, _ STRUCTURAL ENGINEER X 61 James Deerkowski r _ 260 Deer Drive o Mattituck,NY 11952 o - - 631.774.7355 t o - I o • � 15 14 No DESCRIPTION DATE I — I i-- NEW WOOD FLOORING KNEE WALL 255 THREE WATERS LN DIEZ-GRAZIANO RESIDENCE 2 Project number 130100 Date 10.18.2013 A-020.00 pF NEW x ADEE 0 It GENERAL NOTES: � ,� � PROPOSED SECOND FLOOR PLAN 1)PROVIDE TEMPORARY WEATHER PROTECTION DURING CONSTRUCTION w 2)NEW SHED DORMER AT REAR ROOF-SEE STRUCTURAL PLANS AND SECTIONS _w z 1 . 00 ,3 NEW SIDING PER ELEVATIONS 2 �- n—" ti = A-01 4)NEW WINDOWS AND DOORS PER SCHEDULE 5)ALL NEW WOOD FLOORING PER SCHEDULE �0 07 P� 6)EXISTING STAIR TO REMAIN FES �� Scale 3/8"=1'-0" o 1 2ND FLOOR FF PROPOSED FILING 65 washington st 9d v brooklyn,ny 11201 d e s i g n LI p I I 720.289.2672 t c r 646.395.1506 f T.O.ROOF 20'- 7" EXISTING BRICK CHIMNEY. NIC NEW CONTINUOUS FLASHING NEW FASCIA&GUTTER. PAINTED. NEW DOOR&WINDOW - COLOR TBD CASINGS TO BE PAINTED -z Iff 6"CEDAR SHAKE EXTERIOR GRADE WOOD FT LEE TRIM.TYP.COLOR TBD EXISTING ASPHALT ROOF =s 2ND FLOOR FF 8'-8" REPAIR FLASHING AS REQUIRED LILI ® EXISTING FASCIA&GUTTER. ` REPAINT AS REQUIRED. COLOR TBD a ED `\ 6"CEDAR SHAKE 00 D2"fin / PAINTED EXTERIOR GRADE CONTINUOUS WOOD RAIL _ - - 6"CEDAR SHAKE FIRST FLOOR FF gL NEW DOUBLE FRENCH - — — — 0' 0" DOORS. SEE DOOR SCHEDULE WEST ELEVATION NOT FDR CONSTRUCTION T_0.ROOF STRUCTURAL ENGINEER 201-7" James Deerkowski 260 Deer Drive Mattituck,NY 11952 631.774.7355 t REPAIR FLASHING& FASCIA AS REQUIRED ROOF TRIM&WINDOW CASINGS TOPAINTED EXTERIOR GRADE Fm WOOD TRIM.TYP. COLOR TBD r 717 6"CEDAR SHAKE EXISTING ASPHALT ROOF YA No DESCRIPTION DATE 2ND FLOOR FF 8'-8" - REPAIR EXISTING FLASHING AS REQUIRED LILILILI EXISTING FASCIA&GUTTER. NEW ENTRY AWNING& PAINTED - REPAINT AS REQUIRED.COLOR TBD 255 THREE WATERS LN WOOD SUPPOR CORBELS ❑❑❑ 6 CEDAR SHAKE NEW WINDOWS I I H 2"PAINTED EXTERIOR GRADE CONTINUOU OOD RAIL DIEZ-GRAZIANO RESIDENCE ` I I I L I Project number 130100 L 6"CEDAR SHAFN Oy Date 10.18.2013 * EXTERIOR ELEVATIONS r_ W 7E � 2� A-020 . 00 , Elevation 2-a Scale 1/4" =1'-0" o N 65 Washington st 9d NJ d e s i g n Brooklyn,ny 11201 t I c 720.289.2672 t 646.395.1506 f _T.O.ROOF OIL 20'-7" EXISTING BRICK CHIMNEY. NIC NEW ASPHALT ROOF&TRIM NEW CONTINUOUS FLASHING EXISTING ASPHALT ROOF NEW FASCIA&GUTTER. PAINTED. COLOR TBD 6"CEDAR SHAKE SIDING @ DORMERS , _ 6"CEDAR SHAKE SIDING.TYP 2"PAINTED EXTERIOR GRADE CONTINUOUS WOOD RAIL @ EXISTING ASPHALT ROOF GABLE ENDS OF BUILDING - - NEW EXTERIOR GRADE PAINTED WOOD TRIM.TYP NEW FLANKING WINDOWS. SEE WINDOW SCHEDULE 2ND FLOOR FF OL 8'-8" NEW ENTRY AWNING& REPAIR FLASHING AS REQUIRED PAINTED WOOD SUPPORT CORBELS a EXISTING FASCIA&GUTTER. 1-11-1 HLI REPAINT AS REQUIRED. COLOR TBD 6"CEDAR SHAKE H[ 2"PAINTED EXTERIOR GRADE CONTINUOUS WOOD DOOR&WINDOW CASINGS TO RAIL BE PAINTED EXTERIOR GRADE WOOD TRIM.TYP. COLOR TBD 6"CEDAR SHAKE FIRST FLOOR FF 0'-0" 1 SOUTH ELEVATION 1/4"= 14" NOT FOR CONSTRUCTION STRUCTURAL ENGINEER James Deerkowski 260 Deer Drive _T.O.ROOF Alik Mattituck,NY 11952 20'-7" 631.774.7355 t NEW ASPHALT ROOF&TRIM 6"CEDAR SHAKE SIDING.TYP ® EXISTING ASPHALT ROOF No DESCRIPTION DATE 6"CEDAR SHAKE SIDING @ NEW SHED ROOF NEW EXTERIOR GRADE PAINTED WOOD TRIM.TYP 2"PAINTED EXTERIOR GRADE NEW FLANKING WINDOWS. CONTINUOUS WOOD RAIL @ SEE WINDOW SCHEDULE GABLE ENDS OF BUILDING REPAIR FLASHING AS REQUIRED 255 THREE WATERS LN EXISTING FASCIA&GUTTER. ® ® REPAINT AS REQUIRED.COLOR TBD 6"CED SHAKE DIEZ-GRAZIANO RESIDENCE 2"PAIN D EX RIOR Project number 130100 DOOR&WINDOW CASINGS TO GRADE C NTINU Date 10.18.2013 BE PAINTED EXTERIOR GRADE RAIL p O WOOD TRIM.TYP. COLOR TBD 6"CEDARS EFR�o,�� EXTERIOR ELEVATIONS IRST w CID �o — oti a A-021 . 00co r _..Y > 0, 25 ��, FESS0 Scale 1/4" =1'-0" N 2 NORTH ELEVATION 1/4"= V-0" T NEW STRUCTURAL RIDGE BEAM(2) Ha�o . 0 Q�O�O� 16 X 1 3/4 LVL POSTED ON BOTH ENDS AND CENTER OF SPAN(NEAR 65 washington st 9d d e s i g n BATH) brooklyn,ny 11201 I I c 720.289.2672 t 646.395.1506 f NEW REINFORCEMENT FOR STRUCTURAL RIDGE BOARD WITHIN EXISTING WALL(DASHED) NEW HEADER OVER WINDOW. 3 11 7/8"X 1 3/4"ML WITH DOUBLE JACKS ON EITHER 3 SIDE BROUGHT DOWN -035.0 THROUGH FIRST FLOOR WALLS TO EXISTING FOUNDATION.TYP. — _ —T.O.ROOF —�— — — — — — — — 20'-7 DOUBLE 2 X 8 COLLAR TIES BOLTED @ 4'O.C. 2 1/2" I CARRIAGE BOLTS AT EACH RAFTER CONNECTION II I � _ , NEW 2X10 RAFTERS @ 16"O.C. SEE STRUCTURAL PLANS II , -------- r II II II II , II II 1'-1° I I I I I I I I I I I I I I III III 7 1/2"ML @ 16"O.C. SISTERED III III I TO EXISTING 2X8 FLOOR JOISTS III III SEE STRUCTURAL PLANS FOR III III III III EXTENTS I I I ` 2ND FLOOR FF OL 8'-8.. I I I I ' 1 NOT FOR CONSTRUCTION -035.0 I EF] I I I I I ' I I I STRUCTURAL ENGINEER James Deerkowski I I EXISTING BEARING WALL, 260 Deer Drive COLUMN&FOOTING(NIC) Mattituck,NY 11952 I 631.774.7355 t I I I I I I — FIRST FLOOR FF 0'-0" —II —III II —III I III III —_ No DESCRIPTION DATE —IIIA I—I�I— I I—I I—III—I —I I II I II I I I III—I�—IIIA —III—III—III I I I— iI I— I— — I — II—I IIIII- 1 III-III= I =I I I 1III=III=I I = 255 THREE WATERS LN =III=III=1 I-1 I I 111= 11=III _ _ III—III—I I—III—I I I ° I—III—IIII I-T.0 BASEMENT SLAB a; 8' 21/2" DIEZ-GRAZIANO RESIDENCE _ — I I—I i—I I — Project number 130100 III— I I— I I OF NEW y Date 10.18.2013 III—III—I11�—III—III I I—I11-111-1— II—III—I I—III—I I—I I —I cooEER�o��. � s * - cr_ BUILDING SECTION co co 1 BUILDING SECTION THROUGH DORMER �F °_Y `' �` A 030 - 00 LR 07P SSo Scale 3/8'=1'-0" N E:p(:)'t1qpdWoy01 65 washington st 9d brooklyn,ny 11201 d e s i g n I 1 c 720.289.2672 t 646.395.1506 f — — — — — — — — — — — — — — T.O.ROOF OL 20'-7" DROPPED CEILING @ STAIRWELL &2ND FLOOR LANDING DOUBLE 2X8s BOLTED ACROSS EVERY OTHER ROOF RAFTER @ 8' A.F.F. NEW 2X10 RAFTERS @ 16"O.C. SEE STRUCTURAL PLANS I", 0 - — - — - — - — - — co y ` 2 8"LVLs @ 16"O.C.SISTERED TO \ EXISTING 2X8 FLOOR JOISTS NEW ENTRY AWNING \ SEE STRUCTURAL PLANS FOR EXTENTS — — — — 2ND FLOOR FF OL 8'-8" NOT FOR CONSTRUCTION 0 / STRUCTURAL ENGINEER \ EXISTING BEARING WALL, James Deerkowski \ COLUMN&FOOTING(NIC) 260 Deer Drive Mattituck,NY 11952 \ 631.774.7355 t — _ FIRST FLOOR FF OIL 0'-0" III I � � � � I I i — No DESCRIPTION DATE - I IIII—III— I I I I I II I I-I 255 THREE WATERS LN — I I0 BASEMENT SLAB OL : ;�. . a _ -8'-21/2" IVlI I I I I -44 DIEZ-GRAZIANO RESIDENCE -I II I I I I-I ( ( I I I I rr=fififi i I -I I I -IIII I Project number 130100 —IIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III—IIIIII—III—IIIIII—III—III III—) I I—I I lIIIIIIIIIIIIIII-1111 OF NEW y Date 10.18.2013 CID C0 E ER�o s C(- BUILDING SECTION UJI z m �s - R= -� _� A-031 00 CP 0 O� 1 L0 CD BUILDING SECTION THROUGH ENTRY S1 Scale 3/8"=1'-0" N 3/8"= 1'-0" T T.O.ROOF 20'-7 7)0 NEW SHED ROOF. NEW ASPHALT WOCIONGI SHINGLES 65 washington st 9d d e s i g n ICE AND WATER SHETLD OVER brooklyn,ny 11201 I I c PLYWOOD SHEATHING 720.289.2672 t MARINE OR EXTERIOR GRADE 646.395.1506 f SHEATHING UNDER WATERPROOFING NEW RIDGE VENT @ROOF RIDGE ROXUL COMFORT BATT OR EQUAL AS REQUIRED FILLS CAVITY. INSTALL PER MFR SPECS-SEE RES CHECK CONTINUOUS FLASHING LAPS ROOF EDGE&FASCIA NEW STRUCTURAL RIDGE BOARD HIGH WIND RATED RAFTER&JOIST PROVIDE CONTINUOUS ROOF CAVITY STRAPS AS REQUIRED BY LOCAL CODE- VENTING AS REQUIRED.TYP SEE STRUCTURAL ROXUL R30 COMFORT BATT (� SECTION THROUGH RIDGE NEW EXTERIOR SHED DORMER WALL FILLS ROOF CAVITY 3 3/4" NEW FIXED AND CASEMENT WINDOWS PER SCHEDULE-INSTALL PER MANUFACTURER DETAILS AND SPECIFICATIONS NEW HARDWOOD WINDOW CASING&SILL. PAINT COLOR PER CLIENTS'SPEC.TBD EXTERIOR GRADE WOOD WINDOW/ DOORCASING PAINTED PER CLIENTS'SPEC. COLOR TBD EXISTING DORMER BEYOND NEW CEDAR SHAKE SIDING.TYP MOVE AND REPLACE ASPHAULT CONTINUOUS WATERPROOF/BREATHABLE SHINGLES MEMBRANE UNDER SIDING CONTINUOUS ICE AND WATER SHEILD MARINE OR EXTERIOR GRADE OVER PLYWOOD SHEATHING SHEATHING UNDER WATERPROOFING ROXUL COMFORT BATT FILLS CAVITY-SEE NEW HARDWOOD BASEBOARD. PAINT ROXUL COMFORT BATT FILLS CAVITY-SEE RES CHECK RES CHECK COLOR PER CLIENTS'SPEC.TBD MARINE OR EXTERIOR GRADE REMOVE AND REPLACE ASPHAULT SHEATHING UNDER WATERPROOFING NEW HARDWOOD FLOORING SHINGLES ON EXISTING ROOF EXISTING ROOF&SHEATHING TO LVL SILL PLATE AT NEW WALL REMAIN. REMOVE FASCIA AS NEW PLYWOOD SUBFLOORING NECESSARY FOR NEW AWNING ROXUL COMFORT BATT FILLS CAVITY-SEE ATTACHMENT EXISTING FLOOR JOISTS TO RES CHECK REMAIN.TYP NEW AWNING ROOF. NEW ASPHALT — — — — — — — 2ND FLOOR FF SHINGLES AND UNDERLAYMENT — — — 8'-8" 8"LVLs @ 16"O.C. SISTERED TO EXISTING 2X8 FLOOR JOISTS. CONTINUOUS FLASHING LAPS ROOF SEE STRUCTURAL PLANS FOR EDGE,GUTTER&FASCIA CONTINUOUS FLASHING LAPS EXTENTS NEW EXTERIOR GRADE PAINTED ROOF EDGE&FASCIA HIGH WIND RATED RAFTER&JOIST WOOD FASCIA. COLOR TBD. STRAPS AS REQUIRED BY LOCAL CODE- NEW 1X6 FASCIA SEE STRUCTURAL PROVIDE CONTINUOUS ROOF CAVITY VENTING AS REQUIRED.TYP NOT FOR CONSTRUCTION REFRAME AREA W/NEW HEADER @ PROVIDE CONTINUOUS ROOF CAVITY NEW DOORS&WINDOWS VENTING AS REQUIRED.TYP EXTERIOR GRADE WOOD WINDOW&DOOR CASING PAINTED PER CLIENTS'SPEC. NEW PAINTED WOOD ENTRY AWNING COLOR TBD STRUCTURAL ENGINEER James Deerkowski CORBELS. PROVIDE BLOCKING IN EXISTING WALL FOR ATTACHMENT NEW DOORS PER SCHEDULE-INSTALL 260 Deer Drive PER MANUFACTURER DETAILS AND Mattituck,NY 11952 SPECIFICATIONS 631.774.7355 t NEW ENTRY DOOR PER SCHEDULE- INSTALL PER MANUFACTURER DETAILS AND SPECIFICATIONS. PAINTED.COLOR TBD FIRST FLOOR INTERIOR NIC No DESCRIPTION DATE EXISTING INTERIOR FLOOR NIC PATCH BACK EXISTING WOOD FLOOR TO NEW DOOR THRESHOLD PER MFR NEW STOOP TO BE IPE DECKING ON 255 THREE WATERS LN EXISTING BRICK STOOP TO REMAIN PRESSURE TREATED FRAME FIRST FLOOR FF 0'-0" DIEZ-GRAZIANO RESIDENCE Project number 130100 —IIII I III—III— I HIGH WIND RATED RAFTER&JOIST III— I I- Date 10.18.2013 _ STRAPS AS REQUIRED BY LOCAL CODE- ��OF NEM/ —III— I I-III—III— I - SEE STRUCTURAL NOTES AND III— I �� S DEE,, O� —IIIIII—III—III—III SCHEDULES I I EXISTING FOUN M WALL SECTION T II� � � III► � � III� � � ill � � � lll► � � II __ WCD � ► r _ z A-,035 - 00 co 2 WALL SECTION THROUGH ENTRY WALL SECTION THROUGH SHED DORMER A 07 �F, �* Scale 3/4"=1'-0" N N WINDOW 9 TYPE MOTES SUPPLIEDLiY: m A �E0�00 4 v EXISTING TO REMAIN d e S I g n •�� a `� 65 Washington st 9d Brooklyn,ny 11201 v-. - 720.289.2672 t 6 EXISTING TO REMAIN 646.395.1506 f M � 8 EXISTING TO REMAIN ' 14 iE7CIStING TO REMAIN 12 E�(ISTING TOIZEMAIN m - 14 EXISTING TO REMAIN 16 $ a 20OW 22 B �� ..:. 24 s 2fi EXISTING Td REMAIN 1 C MAIN ENTRY DOOfi � D BACK PATIO DOORS WINDOW SCHEDULE WINDOW TYPE DESCRIPTION MANUFACTURER MDDEL# FINISHES REMARKS x - „ACCESS©RY HARDWARE TBD B: SQUARE AWNING WOOD CLAD WINDOW UNIT JELD WEN cA2a2a CCA2020 CLAD BRILLIANT WHITE 4 LITE 4"x4"FULL MORTISE BEARING STANLEY FB8179 135 32 P{?LISHED STAINLESS HINGE NOT FOR CONSTRUCTION 4"x4"FULL MORTISE BEARING STANLEY FBB179 US 32 POLISHED STAINLESS STRUCTURAL ENGINEER HINGE .. James Deerkowski 260 Deer Drive Mattituck,NY 11952 631.774.7355 t WINDOW HARDWARE SCHEDULE No DESCRIPTION DATE 2'-7" \ ' \ 255 THREE WATERS LN CD CM \� DIEZ-GRAZIANO RESIDENCE H 4 11-8" \ \ / Project number 130100 Date 10.18.2013 IL OF NEWYO DEE co e,- R ,Q� 0s WINDOW SCHEDULE IL \ / LtJ N A-052 . 00 Lq /q DOUBLE HUNG B AWNING C ENTRY DOOR D BACK PATIO DOOR R�SQUARE 0725 �� SSION Scale 1/2"=1'-0" o N E18,E]NOn" p"'01fol 65 Washington st 9d brookiyn,ny 11201 d e s i g n I I C 720.289.2672 t 646.395.1506 f GWB PAINTED PER SCHEDULE _ TYPICAL HEAD MOLDING CAPS TRIM 3/4" N 10 GWB PAINTED PER SCHEDULE I GWB PAINTED PER SCHEDULE C 3/4" d P v TYPICAL TRIM OFFSET FROM HEAD TRIM OFFSET FROM r DOOR JAMB AS SHOWN I DOOR JAMB AS SHOWN MATCH EXISTING BASE 33 U_ FINISHED FLOOR PER SCHEDULE TYPICAL DOOR TYPICAL DOOR EXISTING SUB FLOOR 1 TYPICAL BASE DETAIL 2 TYPICAL DOOR JAMB 3 TYPICAL DOOR HEAD 3"= 1'-0" 3 = 14" 3"= 14" NEW EXTERIOR WALLS TO BE 2X6 FRAME 1" 3/4" VARIES 5/8" NEW CEDAR SHINGLES 1 WATERPROOF-BREATHABLE MEMBRANE UNDER SIDING-MEMBRANE LAPS OVER I WINDOW FLASHING I EXTERIOR SHEETHING TO BE MARINE OR EXTERIOR GRADE PLYWOOD 3/4" WINDOW HEADER / NOT FOR CONSTRUCTION WIND STRAPPING AS REQUIRED BY LOCAL BUILDING CODE-SEE STRUCTURAL l j LCC FLASHING STRUCTURAL ENGINEER James Deerkowski 260 Deer Drive Mattituck,NY 11952 631.774.7355 t TYP. WIN. INSET NEW FIXED OR DOUBLE HUNG INSULATED GLASS WINDOW INSTALLED PER MANUFACTURER DETAILS AND SPECIFICATIONS NEW WINDOW TRIMS PAINTED PER SCHEDULE-VERIFY FINISH WITH CLIENT SEALANT AND BACKER ROD AT JOINT- No DESCRIPTION DATE WINDOWS INSTALLED PER MANUFACTURER SPECIFICATIONS WINDOW SILL SLOPED TOWARDS EXTERIOR WITH DRIP EDGE OVER SIDING. INTERIOR GWB PAINTED PER SCHEDULE- VERIFY FINISH WITH CLIENT 255 THREE WATERS LN ROXUL COMFORT BATT OR EQUAL FILLS CAVITY-SEE RES CHECK FOR INSULATION ROXUL COMFORT BATT INSULATION- vALues 3/4" 1/2" DIEZ-GRAZIANO RESIDENCE MAX R-VALUE FOR CAVITY SPACE WIND STRAPPING AS REQUIRED BY LOCAL BUILDING CODE-SEE STRUCTURAL Project number 130100 GWB. EACH SIDE �s ; . /V Date 10.18.2013 FRAMING AT 16"O.C. >P� `r00�� n N -.`' ` TYPICAL DETAILS TYPICAL NON RATED PARTITION 5 WALL 3" CASEMENT DETAIL AT EXISTING AND NEW 1 ST FLOOR FRAMED 'O,QoF 72 � �� > A 0,55 - 00 > 66 > 4 > > > > 3"= 1'- " 0 Scale 3"=1'-O" N 65 washington st 9d design brooklyn,ny 11201 1 1 720,289.2672 t 646.395.1506 f NEW COLLAR TIES-SEE STRUCTURAL VANITY SCONCES HATCHED AREA GYP DROP CEILING @ 8'-0"AFF 7, x, T. Y"/ X U u IFI xm� I FAN &LIGHT FAN& LIGHT HT\' x O NOT FOR CONSTRUCTION STRUCTURAL ENGINEER James Deerkowski 260 Deer Drive Mattituck,NY 11952 631.774.7355 t LIGHTING AND ELECTRICAL SCHEDULE: SYMBOL ITEM COUNT, QQ FLORESCENT GLOBE 3 PULLSTRING LIGHT FIXTURE No DESCRIPTION DATE ED RECESSED LOW 4 VOLTAGE HAOLGEN 0 FAN&LIGHT 2 0 FLORESCENT 2 WALL SCONCE GENERAL NOTES: CONVENIENCE OUTLET 1)ALL ELECTRICAL WORK TO BE PERFORMED BY A LISCENSED 255 THREE WATERS LN PROFESSIONAL GROUNDED 2)ALL OUTLETS SHOWN IN PLAN ARE CONVENIENCE OUTLETS AND 6GFI OUTLET SHOUDIL BE CONSIDERED IN ADDITION TO THOSE REQUIRED BY DIEZ-GRAZIANO RESIDENCE CODE AND BY NOTED EQUIPTMENT. 3)FIXTURES SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF WALL SWITCH Project number 130100 THE NYSECC Date 10.182013 OF N6w -TT 0') 2ND FLOOR RCP AND ELECTRICAL PLAN d , _ _ a �= E N -001 . 00 725 FFSS04 Scale 3/8"=1'-0" Generated by REScheck-Web Software REScheck Software Version 5.5.0 ��O�O � ■ ComplrarrceStatement, The proposed'building design described here is consistent With the building plans,specifications,and other ■ Checklist /''� '■ d , Compliance Certificate calculations submitted with the permit application.The proposed building has been designed to mast the 2010 New York Energy ONAi n S pectio n Check � 65 Washington st 9d d e s � g n CNJ Conservation Construction Code requirements In R'Eseheck Version 5.5.0 and to tompiy With the mandatory requirements listed In the RESclhet k Inspection Checklist. brooklyn,ny 11201 I I c Energy Code: 2010 New York Energy Conservation Construction Code 720.289.2672 t Name-Title Signature Date Requirements:0.0%were addressed directly in the REScheck software 646.395.1506 f Text in the""Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each Project DiEZ/GRAZiANO RESIDENCE 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. Energy Code: 2010 New York Energy Conservation Location: Suffolk County,Now York41, 5 res "� 14g ti�P1a n 2 . Construction Type: Single-family Project Type Addition 103:2 Construction'drawings and DComplies Orientation: Bldg.faces 90 deg.from North fPRl]tdocumentation sufficiently p i, I' Oboes Not Climate Zone: 4 (5750 HDD) 0Not Observable 0' :demonstrates energy code t (compliance for the building Permit Date: 'envelope. ONot Applicable -; Permit Number: 109.2. sConstruction drawings and DComptles Construction site: Owner/Agent: Designer/Contractor: 403.7 'documentation sufficiently Oboes Not i tPR3D' 'demonstrates energy code 255 THREE WATERS LANE itompliancefor lighting and DNot Observable ORIENT,New York 11957 !mechanical systems.Systems ONot Applicable iserving multiple dwelling units i must,demonstrate compliance Fwith the commercial code. s Passes using UA trade-off ,'1`r a Heating and cooling equipment is C Heating: ; Heating: ; 3complies Comcompliance: 17,9%Better Than Cod* Maximum UA; 166 Your UA: 136 sized per ACOA CA ManManual 5 based CoolStu/er CoolinBtuffirg: ;DDoes Not The%Better or worse than Code tndexieaects Mow close to compliant;the house is based on code trade-off rules. , ,orierapper AC OA Manual)or '-Cooling: Btulhr9: ;DNot Observable It tgEs trot provide an estimate or energy use or Cost to a minimumKode Mme. oilier approved methods. , } i Btulhr� Btu/hr_ ,[)Not Applicable €. q sµ 4 Enyeio s emblies �� `t Additional Comments/Assumptions: Gro-�s Arei Cavity cont' Glazing UADoor Perimeter _ LI-Factor EXTERIOR WALL:Wood Frame,161n,ox. 400' 23:0 0,0 0.055 20 Orientation:Front Window:Wood Frame.Double Pane 4 0.460 2 Orientation:'Front' Door:Solid 24 0.220 5 Orientation:Front EXTERIOR WALL:Wood Frame,16in,o.c.' 245 23.0 0.0 0.055 13 Orientation:Right side window:Wood Frame,Double Pane 16 0,470 8 Orientation.Right side EXTERIOR WALL:-Wood Frame,16in.o.c. 528 23.0 0.0 0.055 25 Orientation:Back Window:Wood Frame,Double Pane 17 0.460 a Orientation:Back Door:Glass 65 0.380 25 Orientation:Back EXTERIOR WALL-Wood Frame,16in,o.c. 245 23.0 0.0 0.055 13 Orientation:Lett side Window:Wood Frame,Double Pane 5 0.460 2 Orientation:Left side Ceiling:Cathedral 492 30.0 0.0 0,034 17 1 High Impact(Tier 1) �;Medium Impact Crier 2) ]Low Impact(Tier 3} Project Title:DIEZ/GRAZIANO RESIDENCE Reportdate: 01/12/14 Project Title:DIEZ[GRAZIANO RESIDENCE Report date: 01/12/14 Project Title:DIEZ/GRAZIANO RESIDENCE Reportdate: 01/12/14 Data filename: Page 1 of 8 Data filename: Page 2 of 8 Data filename: Page 3 of 8 NOT FOR CONSTRUCTION - „c .'`�� .'v a' ,... ,.:�.� ..a— .ry .. x+.. x. + -. '.- .,. ..v 7s.x'.',.^.x,,,nnv.. „ � � F`._ri 9 "� •''•i9� A,.', x,F e� .. „_ .C. �.,-,, v .x a. ,a,..- :.,r.,',rh t_r:. .a. , h.- w ..,mn,y� Y« ..,. ..a,._ .. ..r,,..,xs ,. v,..n.... .. _. »y.r .. v.. _. '£ti. vd r,1., c ^, s '� .�V�(e •s;W ��yi.,v, ^s .= .. �. ': - aAl'ss._£ 5�:• ',, �w, !2'r• :7 -� ;y_ _ -' ' ttr i•`� - r +1+ - tx � 1'`:;: nom•, ' a - 1 i ..,�- () �. { :rw r �� [1Com lies ��`tAll installed insulation labeled or 'DComplies ' 3 3 &' _Exposed foundation insulation ,DComplles 402.4.4 :Fenestration that is nat'site built p 30'i P [FR20]1 is listed and labeled as meeting CiDces Not NOT VMS, R-values provided. DOoes Not protection. DDoesNat ;AAhlq/WDNIA/CSA101/I11, ,S,2'fA440fr 1 s a _ DNot ApVNot plicable _._ ....,_«. _ 400 that d;or has rvable' o not rotes per NFRC ONot ApplicabONot le C1Not Applicable '.`,/ �..,t ........ _ t exceed codef,"?T,o} --- -- 'limits. STRUCTURAL ENGINEER tL3$ Snow meltcontrols. DComplies _.._ W. _. �._ _.... _.�_ _� Additional E]Does Not 'tA IC rated recessed lighting fixtures OComplles James Deerkowski a� f� sealed at housinglinl.riarfiniah Oboes Not 260 Deer Drive ;DNot Observable', r hand labeledakage at 75 Pa.to indicate&It:=2.0 lClNot Applicable ;a”, `?cfm leONot Observable : MattltUCk,NY 11952 Additional Comments/Assumptions: ONot Applicable w,r _ 631.774.7355 t 403.2:1 Supply ducts In,attics are , R R-` ;L7Complies [FR12]1 insulated to R 8.All'okher ducts �Ol)oes Not ih unconditioned spaces or R. —' R outside the building envelope are; DNat Observable ,insulated to R-6.Not applicable if'. ! iDNot Applicable All o all s stems are ductless. _ 403.2.2 joints and scams of air ducts,, I' ' ©Campl'res tFR1311 Iair handlers.filter boxes,and Oboes Not building cavities used as return QNot Observable ducts are sealed. DNot Applicable ., Building cavities are not used as )7Compiies, ducts or plenums. �, I Oboes Not ONot Observable 1 t, ONotAppllcable 4Q3 " HVAC piping conveying fluids »»�` R-___-_ R- _ :DComplies — No DESCRIPTION DATE (p s above 105 9F or chilled flulds Oboes Not below 55 9F are'Insulated to R-3, IDNOt Obs'ervabl'e iDNat Appi[cabie 4�9 F�IIClrculatingservice'hotwater R-,,_, 1R-_ ICIGompiies ,� rpipes are insulated to R-2. ;DDoes Not DNot Observable' DNot Amicable p 5?i A r Automatic or gravity^dampers ora DComplies' ,. (F�1 ) z installed on all outdoor ©Does Not intakes and exhausts. []Not Observable ,r F ONot Applicable `' Additional Comments/Assumptions: 255 THREE WATERS LN DIEZ-GRAZIANO RESIDENCE Project number 130100 Date 10.18.2013 rtV OF rNl,pi'� d �_ ENERGY CODE COMPLIANCE zLp LUEN -002 . 0o _ .__. ._. _ -_.__..__< 1 Hi h tm oN 1 Hi h Im ct frier 1} Medium Im act(Tier 2)- Law Impact(Tier 3) j �2 Nigh impact(11er 1) Medium Impact Crier 2) Law impact(Tier-37 j g pact(Tier 1) 2 Mediums Impact tiler 2) : : Low - $Cale 21! Project Title:DIEZ!GRAZIANO RESIDENCE Report date: 01/12/14 Project Title:DIEZ/GRAZIANO RESIDENCE Report date: 0111215of 8 Data filename: Page 6 of 8 Project Title:DIEZ/GRAZIANO RESIDENCE sport ate: 01/12/14 r Data filename: Page 4 of 8 Data filename: Page 5 of m E111 qpLo III 2010 402.4.2. .'BuildingNew envelope tightness ACH 50 _ _y ACH 5o DComptles York w402.4.2.1 :verified , [FI11j of&It 7 byblower l k 50 Ra�Tht t result', 65 washington st 9d Dpoes Not a ' b ookiyn,ny 11201 requirement may instead be met QNot Observable i EnergyConservation o n a ry a ion e s � g n Energy�r V 1 �7' r 1/IR iJ!f 1 1 c via visual inspection.In which DNot Applicable 720.289.2672 fyr� ;� j a 646.395.1506 f !case uerifieatlort may need to � 'iV Tj„/r occur during Insulation ode Inspection. � � � 8049 Wood•bumIng fireplaces have • iii DCompiiesIT- Energy lffi [FiRa� gasketed doors and outdoor Dpoes Not combustion cy air. Observable ; DNok'Applicable Certificate 403:2.2 :duct tightness via post- dm crm DComplies (FI41 construction with maximum ! L`1Does Not leakage.of 8 cfm to outdoors,or 112drn across systems.For :[]Not Observable ; ;rough-in tests„verification may ;DNot Applicable fill ;need tooccurduring Framing jWeil 2$.00 ;Inspection,with maximum leakage-of6 cfrn across systems - Floor 0.00 sand 4 cfm without air handler, _ tt031a1 Programmable tipernnostats _- 7 4 QConiplies4 _ Ceiling/Roof 80.00 installed on forced airfurnaces. Q Ductwork(unconditioned spaces): p Does Not [)Not Observable D_NdtA_pplicable • oor Rating U-Factor SHGC ari ;.?rA Heat pump thermostat installed DComplies-. ._.. _ _. _..y _..... ._ Window 0." on heat pumps. DDoe5 Not ONot Observable Dir 0.39 ONot Applicable Healing&Cooling Equipment Efficiency 4Q3,111-11 Q3 4 i1, .Circulating service hot water C�Gompiies �F 7 s rfsystems have automatic or '1 ODoes Not Heating System: r 4 accessible manual controls, �]NatObservable Cooling system: ONot Applicable Water Neuter. Q 9, Readily accessible switch on Qcomplies _heaters for swimming pools. 00oe5 Not ONot Observable Name: Date: DNat Applicable � 4__. __._.. Comments q' 'Timer switches on pool heaters Dcomplies i. and pumps?are present. DOoes Not ;l [)Not Observable `�`'`� sf�t a; [)Nat Applicable 03 ',;, ' Reeked swimming pools have aDComplies 1`P "cover.Covers on pools heated QDoes Not l over 90 OF are insulated to R'-12. n<„ QNot Observable ' ONot Applicable -Compliance certificate posted. [)Complies iE ODaes Not na ONot Observable ONot Applicable RE r,l Manufacturer manuals for DCornplies mechanical and water heating DDoe5 Not ; equipment have been provided. �i [)Not Observable ' [)Not Applicable Additional Comments/Assumptions: Hi him .t......w ._._, ___ ..,,. .__ ._._...w,.,..._. 1 High Impact(Tier3jMedium Impart{fier2� TT lAw Impact C11er 3j V g pa Tier 1) .zMedium Ipact(Tier 2) Low Im ct(T1er 3) Project Title:DI EZ/GRAZIANO RESIDENCE Reportdate; 01/12/14 Project Title:DIEZ/GRAZIANO RESIDENCE Report date: 01/12/14 Data filename: Page 7 of 8 Data filename: Page 8 of 8 NOT FOR CONSTRUCTION STRUCTURAL ENGINEER James Deerkowski 260 Deer Drive Mattituck,NY 11952 631.774.7355 t No DESCRIPTION DATE 255 THREE WATERS LN DIEZ-GRAZIANO RESIDENCE Project number 130100 Date 10.18.2013 �A DEER yo ENERGY CODE COMPLIANCE EN -0,03 . 00Lij > z Scale N �0 0 25� RAF vA 0�0 �o a�Ifni 65 washington st 9d brooklyn,ny 11201 d e s i g n I 1 c 720.289.2672 t 646.395.1506 t GENERAL NQT [ I'31GNa caECULA �C�NS + The tr onnatrr�ra-s3rt than r Cine cin'dpcMMft-�to t)Mato'tpa+a�:+ au�rt ��irl�ltlt�UtrtP� tLY t31�7�1 F Ltd LOAG+�1ltrrr rritent and Ir tntrar de a'als 1 fiOr Bard lnteraa l=atm a soristrodti ort aid,nr # '� `r `� CI�IC?R ljJ4t.C_ `ms` so s Ott ne:rall a . AiN el - appr. G7CtrKs, 3C0i _ rratractor rs ral en, l'' lure to are a prc�rasion rly Installation of p'ec � � � 17fi 310 40 provads st#tnstard ce�rssran�att deEaai�and be�aF tYR l''l�R� ted a � ,�TTtC5 VNTh. 70�At�� - mplc esd ur . ur+er and rrr�tal n lit ht f:x +Gs ter. ta►r'r o t Codes. Thrc worfc to �UN to rnctw�c AT1`rC5 tiV�ft�tp finished,gtructuraUy soeutd oriel we;xtherprexaf s t roto•.Gf l out atm pll auw cb,ars 'teantn ^�°N bathnaonls 8 t �Y tan Install rvG a l+n3� Ct"rN t?t}ty } 0 al Cede ,*on; l cpratractor t4 rdirraba all a cntrautcirs,aetaCdullraa�e�f Mr[ar k and Mrtr:wetor. MOW' Ail i�Csw"AbCIWS�Roouti E+a�sa�.z�Mnth ice`Uppked�IM$Wled cod rntcxar Lost be:�twe n b1'. standard Gift tFuh7"olt GAS 1,1t�#Tt[N�i.or'XMW LOAD , nits; by Caratrarctor ta;da all hook-ups as aequlraed fea+^'battar�a'. � " € A.1. „ The ognCra it easponsiblc for msummg ths*sMfl ^k sem)canstirwckwn Meets FRAMING �� ► �I�T� +a�G�{tt t�fuRAt G tIC StAt�aR�s Or exeeed3 rrrrr rat fe st. %tate and_Irpcal 4001Mr or±dinarar am t�egralstlaora�,etc. rder ctns p r is s for^*ajOW 104 PJ , p4ll Bamber 5Nc1vV art�!the s _ • If in the course of cant These+cadesn are to be tS to be D W MO*2.or-bettear,at I V on Conten - truCtton,a condrttrnt exts�.whtch drtawgnoes with that as 0 therrseer a►xame;daakc � lavuh;4 hhrK fall to fr fair this r sued arrd tl enc r A�II vr+aa tng to ri ,y h:concrrtt ar on+�r 15 to be pressure becl. AG r"&-sigaar1 3El AtC theca draw, actor-shill a work a he shstll.satWe al!04-"Poiaabnlity and Lability amstny thr±re+ti+t�rn: � reh �to curry a%efw1frec,ttrp#ed wood atirr� �t d shstC.ta�the plpe�of U�Ik` b' GN CATEGOKY a « Ptrnensi01`16 tail;&pr+cca eeE,ovsr scale DO NOT�DRAWINGS, a All TY's ares to be rrletalted in Accordance with the nun+�actura��pectficattoi�and shall InClu+�e Wl�p Tffe,dost rser ham'ncat be ri cngage:d foG.awotrauctuan 9uperarrsavn and n9 web strfieners at be arang pva s on'gacde�s and other Road bearing arras r N ATEGf3'RY s g r3 saqu h blociu; O m sesurw_s no responsibility for tructectrr r?oexchrttataxa VAt�►theser plarte' nor responstbtltty for structural mel ASTlul Au3G- fY-3G K5t constNction means,r ltoda tecaEmlqu a,s�iwCes Ca"prixemb ras or for aaft&y pre:ea sons and pra9nams m connr"cbvn ninth:the vrark rraduarttQcl. There rto . All mfrs CLif�+lA [C- kN_I? GJ!0GR 1sHIC-D Sf.afr1 CF RT1MRf 4 warrarataes fora pecafte:use,0,Wft0 i'ear�krrplrerel in the use of these lalaris. etc. I � � � estc,;are to'be:galyssrnaed. fact pS,d are KAT"MNG kf an theee_drawt are m 5rrn AtherM:arase mdwxted� AN e:onn FROSTUNE DEPT t 3-t7' pnr hwdwrred smoke d . ,.wrath ba tCryt back u .orad with rratleWbolt od fry ordacc-with the tnanuta 6 spec ns. fi MODERRATt TO ATE ntractvrme as r 5esctYein R3 I,7 New � 7tttQot n�terven,ng' an each bed+ntaaam Notify+ranch Iotaf cea�dc vr=C�4Y` 5LIGli ERATE 1 all carbon, [R-1�Ir�ars anwr Perk data ices+dentist kkoitorr ie; fte�aarl she hing rs to be ''Ate e e move and shall be and scro d to w AUt tYp .P � 9 �' WtNTtRDES► N,SEMff. r t f' the floorjoigW.(b'O.C. edges-4 I.2`o.c;fiord} ICE SHtEtt7 UstD .R Aa PER MANLrPACfitfR i'S ,. .�_ __._ _ ATE COC)E # load bdan or mkl span of alt floor joidta wrkh Apans&=4*nq. tA00t)E M r�AKP - t iCA7t�atyg 151 ATE 1,NL3ATIt l NC T c i;AY t�,llAza r Dloeka bl a arrotalle�d a�t�pont ad t m ptalnts. Gcrwersrl'oontractor to review plans,e:levaitions and detalls to de tesrmlod p TAI31.�Nt3C�E_ �intended faetghts of ftrusraed flcor above tylvreiat grade. +� InstalLdouiale:;prsta-under ab arkatre?rts rvranung parallel AGt.C?4V A IDLI!f}EFLECTrt N OtF STr'vlJC7U , McMtfw_R5 • Footartgs sliair bessfr on airtdlstur9>ed soil within bearing eapacrty of 1`.5 torw6clAt. * Adl a xtamor v,+a�ll feadars to be 2 I:VLs ads tndreertad an floor flans#. ons sand ali t,nterrrsr flfiRCrrGTk:l Rl11. hA 1rrlS> f ALLC?W'A�L DEP11=C?tI"3N- • rr atucf+f.ate eactarior wsl pro�ndes do byeIrCsdltSN'have a cla #eat ' et,eddi:n tl r 8C7 headers are to her:; x 5`unless otherrrrrsc'rroted Concrete abacibe-FtC-3,5t ?t'Sr -28 dolts hack stud with n s le ks thar:3112 vnth rum frrv' at�chrrd to rafk�s r C�Art o slabs tot) (o.rnd.stabaRazed UV l ,wels ed wtrc mesa r rowels araauratlr n baffled at eaMe werll2s taatwee<a rafters orad soffit verity as artdrt attd tnLeraar uvalr +k rt+rans �sr►r�cr. "�a'tel,car gravel fall mtrtrrnum. Wath - R P NOT FOR CONSTRUCTION retrtfcxocnircrib: It enor . pfatcad eaq laxly nc- prsr tart plans t7aer ,;1�,}idred ekG �- ,136 D barrier. Welcred wrr d mooch is to lie placezd in the tc? third of the slab and as to'04 14tl1 ptrier str�udwol me odhens 112,rp adcgas telly Supported by precast ea©tat rite bar supports ccs stdsurar.tha8;the.netnft ncstiterat ri Fxterror fia#htrag ra ti a aclequatety rnsta0esd sat ail connectins be:tmlree;n roirfc.arrarlls, wally*dr iadter+br. tt73Gv rs held to p�tsrt+on during Concrete Acs's ernextt sand fut>shav►g. ChiMraeys.projectlone,,and.panatra*c»s-as required by approved ecs�on proct�s. 5uG� int MI&that s t be mow.r ;t�hc�s sue��aln�tfned resulting t�.tdn c preFa+xrsr�t FLC:OK PLA N+��" br,�te�fr walls ,wind tends wio tr24D ow � Isolation . rr latch awe p` n9 tot to filled s Drrne +rins;shalR take P�'ovaer-scale dram+arga,DO NOT-5E DfI4M NGra � firbsrri�w�nd Ir��w�417 1J+-2t) STRUCTURAL ENGINEER atcxaserac rat dant. James Deerkowski . - (ear coppery sloe rnestal tunaltd ehdllcb . All la +cr tiaialid,`to:ba'e�rsvcred ut#i' t t TAtI 1 AHL .4 260 Deer Drive ", 'board ww h aneatar ccnler rcttsfdreang.Alt v_ install r-ter _. n+srs conte between ali,vvoed srxfa ems that:-arc eKposd&t4rs cr W&.1&or masonry surracc5:. t t� ktG"wlNtr�t;'n rpN iA/[ QR E 15 ;9 5 t1CGt1 WIND EaiTraM 4V f;C tot:. NY 52 d pros rte t dad(pg gyf+sut board,sctesw"Jol t:eorrrpraarrld,tape#tram shall be tJ.5. :7Nsi ttucrlc r „pwul l _ � 631.774.7355 t 9 M' Mattitu Darn' ori ar of _ rielAon viraRl tea a brtaxni s t r sappy+ ed ei�i 1. Alt pirN shalt rr ore 3 costs oaf lataaf:-1 atnarmt.5aatid I tl, _..... _ - ., R P tG [?c Gy'N-do �arcavatron not tobebae illect for to thesins ply+" , iiia crag, Foameilsataort g,p glatene�r does to be taped'arid f;4#` �'ITtvN ( DFiaPAI! - . F coat,to a trruforrn sertooth surCacA.Axl vualb;eertan I ZC7rm f CFT WtFJCrPEETt pr installation ref-�tC�t3t>e irY : S;eoa , - packt I, r�adyfor,. int., Roor :oar �NuMbER O 1,12 f acs 2e as' I'iT�Ctf: Sf'AN ff0 N,AII PLUMBING � NVAG,;NOTA: trrEaulab�ra ra�anr�r stool inststtGat six+1isr�t�ar�sa3 tirsrticatcd on floor a��ficins i9 _ r t 14 4,t 2 !2 " 5z1-2 , G fw I1 - 4;r 2 3 7. rs 4 1411 plvrnb►ng wairk'aha#I be dierrae lry a awry Irea-nsaad plwrilp sr�and insist e-.vraFsai rn 3anr#adlr a WaRIs-comrasxt' a garage:and house to how a taylar of "fa'e7.ratcii g�+at?►n a�at 2 5 torftey rectan'rcm a aadd'l V-Cr realm t�n ad.-vent veal 7.i.2 � � s 6 ang ocdes#3a writs. garFg Ja Is Geiltng., 'l'rcu+rie 2 Jaye-.k of J"fire rated 9rr 2 3 p S ` - - . or'k date butld 24 7 "UM boatel an atf'engwrtcercd'Iumbe�as:r�equir�ed by nta urer speanccatro� l a:;tz 3 -3f 3 a cw If wall Plates or�csrsts'pre cut during the anstaNataan of ptumbtn 3 fuaturca or rs Ma wrwnt 32. 8 carat Tactor must proMrdd frppr+t3"t -bn�ang to tee franrat ng b together. s:t 2 12 3 +� AJlbath kit area'waalrs and cearartgs,aaja=nt to vsat(areas to ham vralrta'r resistant No DESCRIPTION DATE 20 4 ader3uat�ty s�izc1the sy�terra oriel�the bb�roards�all ntsb�trt Rocaktara an Bch warn. � 1t,oriel p _wrandarbcdrd�'fop"al q arms sok �tats. __ _ v.. ._ 24 regruared to nei.woe haat. Min:inurn..of one therroovtat for each zone;-arnQ bo.r :red, 32 .. _ 7 3 , ,� P Iv[cchart+Cal-subcarttrac,tx�r`*c t'caponsabfe7 fen'adlterkrag,to all apFalacablc citr, l saftely reclthr+emerltes. r'6 3 ' to fully Coc*chnarte vst;sm-Idatar 4-r�t►iranae;nts with the 20 - tt'4IA�suE+c�yrttractar 24 saapplie r,and to pin ,final 5rst�crhlayout drawing arad si b rat it gCtaer.Il Cpilit Cor, 2 owner and equitpr:+ent supplleer for-moil re5aew.*-4Ffn"l, 32 255 THREE WATERS LN 7c 1 C i, :12' l,2.. 2 l 3 2CT. 4 DIEZ-GRAZIANO RESIDENCE 24 A. 20" Project number 130100 Date 10.18.2013 CO }. DEEB yD,p �a ry STRUCTURAL AND ENGINEERING NOTES w S-001- 00 L > N N�OAR° 72 �� v SIO Scale o 65 washington st 9d NJ brooklyn,ny 11201 d e s g n I I c 720.289.2672 t 646.395.1506 f �Asi.li��»�G ki Et�tJ L� .. _ •., 1Tu�! � G M"rt7t G J derytrsi [+Nstzu r n; TJ7 A!►�G � a 1 -S ani t t�', d 4Vit _'dl�oxr Mh` I�r�rn . ,v► aa _.... esl�sTRu��icy�xNur�L - �I��d Gan1s��'�►+'"tiVt Frr�ne�Cana>`+r�da�n JoJN.T fl!` K(FP IjON hJAIL,QUA' N.1iL SPAG. � 5 SCC Hlcrti WlNR� rr+ON Vt7D1RA#�IE� d Ac woust 1. h1?p vd>trrft�vt�n s, t nd �vsJ ,�fcicr�, t ksaril ROOF roAMw d - RAFTEFt Tt5 at7F!MATE - a Q-0.WP�Lp, f iYd � I"L"R . .1...,: E�.de¢! 840h"owl'other ChLINTS.I1e5'f Tt3 Tor rt ,:e T IiJAtt Jar k3i5T _._ mrd B►al Jng t '1 h l ba k Ca ad i�wAdr iie JOS +rnastF4i 'focM,mondib ori, 1t" IT.l�kP MAt�IMO f��CLCD; �I"T+A1 9.3. ' Iifta. .... t6 ft �E cadnalGura �rJie+ F rnd n+u'b a , . BL eriNO to RNP r E Allre 5EFTx a a.� PERT _ �i>lne.s. Ihp+N.b >kruMa�es . �o�Mc�l r s EttA N?hIL 2.I`E4- EAC6I,ENL9 - TOP botbM as '1kC *+ of cm stud kris Ind=st int'` ATt o G41 Rt ] T ti1FN SW:Ai aFJ1 ot Idp '. tl�' F ' Gt1 , ,., Jt7iNT5 J:AH SIT?I! �67f Ft Ta IpcR. r e-NAtlCC +r 2�+ 57C to+ate .. af. raft�sra were IMf FAG LA GTlQN9 tAC NAIGCGM I Gd - 4 6.,O C ALf}M ME5' F PARI JFs,�t, as�WIU be�ttidltsd arx4 fuinbtsr ts'I 1 . ` °pt. xar p7BrCSutPti7E7C!_.SY11L7Wi1NAdLG12si4a PER2X4iiIil5IUS ahto erh + YTvPhlRarRJW"[ s. . ._ G.Uplaft'oont�SM pe+a ded at+esu r� *.Vun13 f TTOM nAt'E" FL66ja a aT, bd > 3SQD T.1'I r , 1k11f'PL'IFTt3 R1111t IIf f ! ! "C�� _.. 7 CFct�ht MM �CifYil,h -4owns to i'a Y T1JEA�M, l�Ateta IGNSt END._ ISM . . a ��tY 4d,rnd J�"' n+'� T, aPTrr"� AC.ENAFLED s L1t?r 1 K 1k�F �QiSt Cott t7LCYKIMG F 8.SM11 +lite to rL,DOK;RA(S tor* h WALL tci q- x J�cutik�ttt+tr r r ,.. ri�L+rma Ma DC Tri .7>AP PLATK. Jt?15T �"+�'hWrgL a- Ft'""�uA,bes apcha�d ka the. c r€i ru o -O �ncn ons _ I w A Irani aner sF�a4 ft.jk* ChaftiWof WL and 3'x "x 10 tAM i r ,bJWiST ptt nn W wdn 6 to 1-2 e NAJL .._ _ ?.i..,..... _ "q �p-- - t beau dt aaeh( rid h° An` ". PST. uNo"LL ruin MW care-ft)"' 1�"r"a'o 5a malt aP r�TE Ta 6d EAc»eYc1e1~ pwo Am' boit�ghalJ kN�pra p nwminnum iGttk y� Leg __ o(7 lnt �!r '" !wry•foundsit MI. At Or bolts,-qwt bo k�atad fCSc3T'+JN LER4Ftt7tl �IF�ifMNd41R A�IFICFv14klC MettN paMRC+±awGRrlpreltrMtosiN[Cta�371pfN; R C7 9U 3 1?R r S7'�tr tti_6Lk _ -rOt NAUL 3 a ___.._ PE$ �JiST - _... wFthiM , rs`and�i u►�nbE+ dwo 4 fed'or rdl►t�. r�r+nwwu gy►+�cn�aea a oma�ruuno►tua�,wcrroFrena+�+c�e. �nrraaFaa+F r. t?w TO jo r 1:''Ie�ik1,E 'C�cCFttld, JAL'31'IU Jt3L5T d zt i i>L4tE r+X nu,1XD ria„ FEtJd! PM FOOT Koor snEArnit - S_r t.UGAWt J'ANe ap FdETf�J"nsF+M*h_16•_(brG-'g-AT pA�t.EAGES f fNTEKJ�I IprL�SUPE CSR1uwVHE PANEL rw lnd1+ ¢anFJF.C 4, ; RT PAhf�LJ AP1G F R+AT I'C�RN� A�N1E SiJPFC)RT}Ifl'rltC•.PAHEL EICEt7- Ed INTGR wi NOTCHM Moan ' ,3iiCA7V1 W17yJ 't`�`Q '.y.:AEf�hStTER QF - EfLflQF•.IF�„LLyAdNra fY's./.. '$! THE PtJ�U6. 4�17'f'ERJIyIExTR FL�GGE'� hTT+F'C�eWl f!troVI3��1EJ+1*ALLWAMM L k15 Rll?6✓" Cek 14G3MEhTt1'JNG, COOze Tpr"IUUE may. L �AM G`rl% t WALLMARL�...-. IA�kSi'tJ0 WALL SnEAT111t1 - YM kt 3TIJD TRIKTURAI(*ANL'$5 dF1 I->*�...,3�' �"CSG VAT=.FA�1 ED95'ANV J2`AI >YfIC�I,ipOGET�R+�lr�kS7P�SNl7nif, l1PIGJ4LIl1tli�Edl"AM70R1V"!L"1[.rilRAfrlNG J�ft'r51NTe1Ei+A,N�LFi�(5 TYt�iCA�- TCVIAk1.37�ACtAgf�C7K7M; �ILTLRM+�4"rt4AEltliF�lIkTCWNI9TJXi''GANNpCfit7N aNrr lE i 1 tz s,�t AA,4 trice r•-6 i-, A,.` NOT FOR CONSTRUCTION 7nn�r ,� T, _._ rATC5L.Et'c TBwTH4OM tr1to �urwtFws7 �E+EREK1It�FAF71:L5 Tt�6`- - �, 3 CDGt�6�PIQ_Cr .. 25k32`:= $d CC7Q s etJGf. C'PItT' t;YRStJNI YIALLflf3ARA' - I end r i J reLer * Fv w yrFur P G= 6 AT PANEL EDGES AND I t+At .P=ft VA LL TUG *4 8n= MARDI�('3A&;? IhrfEi}lutEl]dATE sUPP;S}TTaIN fM€��4.Eti t 2 hT INiEFRM1?APATIFFt'Ci 6-AT,PAtt�LlS YIKIC�p.Jpj¢f� _ WCf7 Y0131 +JVP,Ft(7t'RAR CIwIF�FdSitl[A RTs�NTriErl r DLdC�SlM6 °0dr rru>ett STRUCTURAL ENGINEER 5TRUCTrLoop SHE/tTH;ING James Deerkow kl RLFwT[IP LFAC 5= I"G1 $d, EiTGEJ a2">°IL'LT3 t11I RR4 MTS P"MTOP nATL'S JACK xGEkT 1MMISAI R WOODJN5T 260 Deer Drives . ilkCMENT9 f�I ON WAIL SFIE AWLZ EDGE. IF u�AL srCe++r�tl ls'rt ltt v sr rx 111 �u,i L EncE Isrn wM�L snac Mattituck,NY 11952 " r�IAKIreG rtEcku nTt+11MG t�luLC'G 6+. Ar THE,P 631.774.73551 t CYDTgIN ALGH R 5t9fAR Gig1►oF (IJ'S MAILING REQLIiREMEFdf5 PElR 9TRL+C iLFRIIL?i�EF.t Fl?ILI€�F!7{7UTR EG:t�RAt r k4TE CONNE JET FR1cAMG'alovet'NK70r}Gift ]C�IiT I RiWtIM�I kUaH Y�ftft GIR�eIflIfAG�1 i5'f'�CN.'-f DLltCpglpGTlt7kf N!! WALL S1i RtkNI 1 ;C 7iiT�j(JC�tJS :CG)NN .fEE>Mt!4BtRS.JOE TAWjAytDNWMEER'L1P C�pILS' FERFART Q E7llk lltC !C1i6 i NAIL 1'ER;J', _ T?IMCJIL A�1LThs?TCN[t+GQN[ TpC311y WAU CT V MAL MMJ7- 01"1W MATR OCrFM�i,!51RAC'- DA 1'�T.I"LC1fJRWSA�i=�xtNt :TMLM _ -'-'-3$-2 WD STUD. G!]LaGStE KlISI C f71WERTYP. - _ 1.�'tl;rL��OR:TtiAT)` 'nO�o�M• R'x4",�,i. °°'"'�'�XOTMKNQN4 kM4""`A" MM eooAwiw ��Tn� No DESCRIPTION DATE oatkxEeRLaE pCNlR�q!J41"Jf1tyRUL 7EIEl1I'+IkTMiW AMC"0R.'OOLT �tJ RCAAR,�t' FOUWATION WALL t,i�",jPJ1E,7N� 12'UTti 'fi1�H�R S'f�tk9 R�ul_k i't �liJ'11�71CMhl WWi7MT. 1'f .?TRANS Isr nom-1c fOIM1l KTId i Com_ p10CIj N r1ED1A SRI. ` HOL>�CW!lIIM',�AtYIITIDN' TgtMrlE'.JfiR1G rASTdYMit"l�}14d CiiN oowNARS`aCO.C. MTXnf LD-OUiR1E/LIRY'fAi11t[fwt DCL.�iLL!"�a�i Ci C}'t 0~jo"; D AIL 1'r71JNLNMYi(pN YkNI' Si'1GJf MIALLCt7RMCR. .71Kk4r 255 THREE WATERS LN G lV TNj J TIJ C t."tAt 1 0044 0*0 _ Ntanof�l t)1w1#yts DIEZ-GRAZIANO RESIDENCE `wa Project number 130100 OF NEIV DE o Date 10.18.2013 t STRUCTURAL AND ENGINEERING NOTES Ro > s-002 . 00 �Oo 07 k.� Co I? > > > > > FESSIONLo d- 0 Scale N 65 washington st 9d brooklyn,ny 11201 d e s i g n I I c 720.289.2672 t 646.395.1506 f EXISTING EXTERIOR WALL NEW SHED DORMER EXTERIOR WALL (ABOVE) i 7112" ML @ 16" O.C. SISTERED TO EXISTING 2X8 FLOOR JOISTS FIRST FLOOR BEARING WALL 144 144 i i i EXISTING 2X8@ 16" O.C. NO CHANGE T I— NOT FOR CONSTRUCTION STRUCTURAL ENGINEER James Deerkowski go 260 Deer Drive Mattituck,NY 11952 631.774.7355 t S No DESCRIPTION DATE 1111,11KI11,11KI1111111 IX NEW AWNING FRAMING XXX 255 THREE WATERS LN DIEZ-GRAZIANO RESIDENCE C�OF NEIV C-Ds DEEAt 0 Project number 130100 -T 0T* Date 10.18.2013 n w m w N 2ND FLOOR STRUCTURAL PLAN FQAR0• RL r > > > S40N > S-003 . 00co > 1 2ND FLOOR FF STRUCTU A Scale 3/8" =1'-0" o 65 washington st 9d brooklyn,ny 11201 d e s i g n I I c 720.289.2672 t 646.395.1506 f TWO 2X8s COLLAR TIES BOLTED TO ROOF RAFTERS 4'-0" O.C. @ 8'-0" A.F.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I nn nn n nn nn nn nn nn IIII IIII III IIII IIII IIII IIII IIII 2X10s @ 16" O.C. FOR NEW DORMER IIII IIII III IIi1 IIII IIII IIII IIII IIII IIII II IIII IIII IIII I IIII IIII III IIII IIII IIII IIII IIII IIII IIII III IIII IIII Illi IIII IIII IIII IIII III IIII IIII IIII IIII IIII IIII IIII III IIII Illi IIIA IIII IIII I IIII IIII III IIII IIII (IIII IIII IIII IIII IIII III IIII IIII IIII IIII IIII NEW STRUCTURAL RIDGE BEAM TWO 1611X1 3/4" LVL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IIII IIII III IIII IIII IIII Illi IIII I IIII IIII II IIII IIII IIII IIII IIII I - I IIII IIII III IIII IIII IIII IIII IIII I _J_ ' 2X10s @ 16" O.C. L U - SISTERED TO EXISTING 2X8s `- - NOT FOR CONSTRUCTION I I I STRUCTURAL ENGINEER — James Deerkowski — — — — — — 260 Deer Drive Mattituck,NY 11952 631.774.7355 t ZA No DESCRIPTION DATE EXISTING DORMERS TO REMAIN 255 THREE WATERS LN F NEW Y� DIEZ-GRAZIANO RESIDENCE N.DEE R�o'Q� Project number 130100 Date 10.18.2013 U.1 1 ROOF FRAMING PLAN n _z 3/8"= 1'-01, ROOF FRAMING PLAN cS�O 07 c� AROFESSO S-004 . 00Co Scale 3/8" =14" N