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Home My WebLink About36479-Z gUpFO(,� Town of Southold Annex 8/2/2012 P.O.Box 1179 _. y x 54375 Main Road W- V, Southold,New York 11971 y col 1%� �a . CERTIFICATE OF OCCUPANCY No: 35855 Date: 8/2/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3210 Little Neck Road, Cutchogue,NY, SCTM#: 473889 Sec/Block/Lot: 103.-9-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/7/2011 pursuant to which Building Permit No. 36479 dated 6/14/2011 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&Alterations to a Single Family Dwelling_ Living/Dining Room, Kitchen,Master Bedroom, Laundry, Study, Walk-in Closet, 2 1/2 Baths,Bedroom(2nd Floor), Screened Porch&Decks and outdoor shower as applied for. The certificate is issued to Schwartz,William&Peggy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL - ELECTRICAL CERTIFICATE NO. 36479 7/30/12 PLUMBERS CERTIFICATION DATED 7/20/12 Cutch e East Plumbing&Heating Au o ed S' ature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36479 Date: 6/14/2011 Permission is hereby granted to: Schwartz, William & Peggy 448 W 23rd St New York, NY 10011 To: Additions & Alterations to a Single Family Dwelling; Living/Dining Room, Kitchen, Master Bedroom, Laundry, Study, Walk-in Closet, 2 1/2 Baths, Bedroom (2nd Floor), Screened Porch & Deck, as applied for. V •4' -fie'(a Cc0C)r•�f�SLI"�''� At premises located at: 3210 Little Neck Road, Cutchogue, NY SCTM # 473889 Sec/Block/Lot# 103.-9-11 Pursuant to application dated 6/7/2011 and approved by the Building Inspector. To expire on 6/13/2012. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,537.60 Total: $1,587.60 Building Inspector 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 Compliatice'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 eompleted 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$50.60,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 $1.5.00,Commercial $15.00 Date. (4 - I S-/I New Construction: Old or Pre-existing Building: (check one) Location of Property: 32/0 L! i-�'`e. Re-u-i ri c- D9 U-4 House No. Street Hamlet Owner or Owners of Property: J I ham -t- &3 3 V Suffolk County Tax Map No 1000, Section_ /(�,� Block Lot Subdivision Filed Map. Lot: Permit No. (o q 7 9 Date of Permit. (o - f 41- I/ Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ plicant Signature o��oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldld,,NY 11971-0959 �Q roger.richert(c-town.southold.ny.us .�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peggy Schwartz Address: 3210 Little Neck Rd City: Cutchogue St: NY, Zip: 11935 Building Permit#: 36479 Section: 103 Block: 9 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric License No: 5230-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic IX I Garage INVENTORY Service 1 ph Heat gas Duplec Recpt' 84 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 24 . Smoke Detectors 4 . Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture 9 Pumps Transformer Appliances 2-dw Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect Switches 74 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-combination smoke/co detectors, 5-paddle fans, 1-exhaust fan, 2-ovens (50a) 6-GFCI circuit breakers,3-ARC fault circuit breakers, 1-17kw generator with auto transfer switch Notes: Inspector Signature: Date: July 30 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(63d).765-1$02 54375 Main Road P.O.Box 1179 Pax(63 i)7G .9502 G Q . Southold,New York 1 197 1-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:- 7 ) Building Permit No. Owner: k of a-r� - (Please print) Plumber: C U lease.print) I certify that the solder used in.the water supply system contains less.fhan 2/10 bf 1%0. lead. (Plumbers Signature) Sworn to before me this day of -4- 20j), N. yv CONNIE D. BUNCH Notary Public,Statd of New York No.01 BU6185050 Notary Public, C4722 '� County Qualified in Suffolk County Commission Expires April 14,2 I I . i OF SOpl�o� • ao o�yco 'N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTI ON [ VfIFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "CCRI DATE INSPECTOR �o� Oho • yo - olyCoO ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- IF DATION 1 ST [ ] ROUGH PLBG. [v FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( OUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� r INSPECTOR OF SOplyo`o courm,N�' TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTp ON ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION T - FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 W c7 DATE INSPECTOR i OF SObryolo cOUM`l, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH 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'��7( 9 OF SOplyolo G Q o�yc0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: \ DATE / INSPECTOR �o� olo • OF coUNi`1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , - . [ ] FOUNDATION 1 ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALROUGH) [ ELECTRICAL (FINAL) RE ARKS: � CSC DATE 2''INSPECTOR ' c0UNT1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION :lST [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND [ ] INS [ ] FRAMING/STRAPPING [ IFI LR. [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: zg= DATE f l INSPECTOR OF SO(/r�o� Lp TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND- [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j(d--mECTRICAL (FINAL) REMARKS: DATEAcl//z-- INSPECTOR' N; r r o • � • � r r 1• -- -------------- � 1 1 WIMP.� s INSMATION PER N.Y. STATE EMRGY CO- DR ADDITIONAL COMMENTS --- ---- Iv v • O TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health NIA SOUTHOLD,NY 11971 4 sets of Building Plans YES TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502 �.j 9 Survey YES www. northfork.net/Southold/ PERMIT NO. ( Check Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A Examined ,20 'I Contact: studio alb architects Approved 20_jL Mail to: C,51 West Win Street Dieag�eacd'�' Riverhead, NY 11901 Phone: 631 5912402 Expiration �n Building Inspector D � C 1J JUN — 6 2011 LICATION FOR BUILDING PERMIT Date. June 6 , 2011 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. is application MUST be completely filled in by typewriter,or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 month_s 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. (Signature of applicant or name,if a corporation) 651 West Main Street, Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder architect Name of owner of premises William and Peggy Schwartz (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. 45819-H North Fork Woodworks.lnc._ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3216 Little Neck Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 103 Block 9 "` Lot 11 Subdivision Filed Map_No.:., Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed'.construction: a. Existing use and occupancy One Family Dwelling b. Intended use and occupancy Same as above 3. Nature of work(check which applicable):New Building Addition Alteration , X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ONE Number of dwelling units on each floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 49.0' +/- Rear 49.0'+/- Depth 73.5' +/- Height 22.5' +/- Number of Stories 2 49.0' +/- 49.0' +/- Dimensions of same structure with alterations.or additions: Front_(no change) Rear(no change) Depth 73.5 +/- (no change) Height 22.5' +/- (no change) Number','of Stories".2 (no change) 8. Dimensions of entire new construction: Front N/A Rear N/A Dept N/A Height N/A Number of Stories N/A 9. Size of lot:Front 135' Rear 100, Depth 778' +/- 10.Date of Purchase Name of Former Owner William A. Coleman 11..Zone or use district in which premises are.situated R 40 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 William&Peggy Schwartz 3218 Little Neck Road. 212 242 8074 14.Names of Owner of premises Address P.Whogue, niv 11935 Phone No: Name of Architect. studio alb architects Address 651 West Main Street Phone No 631 591 2402 Name of Contractor Address, Riverhead, NY 11901 Phone No. 15 a. Is this property within 1.00 feet of a tidal wetland or a freshwater wetland? *YES X ' .NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS.MAY.BE REQUIRED., b. Is this property within 300 feet of a tidal wetland? * YES X 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. STATE OF NEW YORK) SS: COUNTY OF ) Hideaki Ariizumi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the architect (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. Swo t before me this day of 20_LL Notary Public Signature of Applicant CONNIE D.BUNCH Notary Public,State of New Y,..: No.01BUdjs505t< Qualified in Suffolk Cow,;; Commission Expires April i=1,2 1� o � Town of Southold b � Erosion, Sedimentation & StormMater Run-off ASSESSMENT FORM o� PROPERTY LOCATION: s.c.T,M. : THE FOLLOWINO ACTIONS MAY REQUIRE.THE SUBMISSION OF A 1000 103 9 11 . STO NwWATER GRADING D NAO AND EROSION CONTROMN District Section Block Lot CE FIED-BY A DIEVIGH PROFESSIONALE STATE OF EW YO ----------------------------------------------- item Number. (NOTE: A Check Mark(4)for each Question Is Required for a C omplete Application) Yes No r ^Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? X ❑ (This item will Include all run-off created by site clearing and/or constructign activities as well as all Site *— Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Locetlon? X This Item shall include aI1.Prop6sed Grade Changes and Slopes Controlling Surface WaterFlowl' —'- 3 Will this.Pi'oject Require any Land Filiifmg,Grading or Excavation where there Is a change to the Natural a X Existing Grade Involving more than 200 Cubic Yards of Material within any Pafcel? '— 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of a X Five Thousand(6,000)Square Feet.of Ground Surface? 5 Is there a Natural Water Course Running through the Site? ElX Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Weiland or Beach? 6 Will there be Site preparation on'Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to a X One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm Water Run-Off ❑ X into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of a X any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.] 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ X NOTE If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box, a Storm Water,Grading, Drainage&Erosion.Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building PermlU ----------------------------------------------------- icXEMP71ON: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requlredl STATE OF NEW YOM COUNTY OF....5j l 0M.........................SS That I ........ ideaki.A�Ilzuml......... „•,,,,,being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) CONNIE D.BUNCH And that he/she is the .............arch..ect...................................................................Notary Public,Stt�te of New York..... f� (Owner,Contractor.Agent,Corporate Officer,etc.) '�•'fq8:�TB1168!>0 Qualified in Suffolk County -,D1 Owner and/or representative of the Owner of Owner's,and is duly authorized to perf&t3i0'wIi mAPt1hd9a�vrnrk I 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 herewith. Sworn to beefor[e''me this; ...................1...!.......................day of... !i!�::.................,201.) c5p � 1 NotaryPublic: ..................................... .. ..................... ...(...................................................................... I (signature ofAWfoant) FORM - 06/07 l ��yOF SO(/jyo Town Hall Annex ~� l� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 24, 2012 William Schwartz 448 W 23d St New York, NY 10011 Re: 3210 Little Neck Rd., Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36479 —Addition/Alterations BUILDING PERMIT EXAMINER CHECKLIST "Date Submitted: I Date Reviewed: Applicant: + (_ Owner:ell rchitec �ginee ;. Y"( Estimated Cost: SCTM# 1000 - D3 9 - _ 1 Subdivision: Zone: '- Conforming? A/ T Property Address: -3 P-1 0 /� City: Pre COs? Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/O Z- ,Info: BP_ -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: . BP -Z/C/o Z- ,Info: _.T Single& Separate Search Required? Y oyeDetermination: STaRMWjt.M RttN � F, REQ. Lot Size: '� ACT. Lot Size: 2a�9_0 REQ. Lot Cov. ' ACT: Lot'Gov. `4 REQ. Front So ACT. Front 1-3o REQ Side /S' ACT. Side REQ. Rear .Sa PROP. Rear - 0 REQ, ei ht�ACT. Height G 9-, RE Q,A&TH SI DES 3-srA C T -7 7 s _ P ject escr' tion: r r s Waterfront. Y r If yes, water body: Panel## '__Flood Zone: Bulkhead/Bluff Distance: 9 0 ADDITIONAL APPROVALS REQUIRED QLAN S(+{) SIGNED, SEsILED SURVE.Y Suffolk County Health: Y o If yes, *Bed#: _*Date: _/_/_ *.Permit#: Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y Date: —/—/ - Permit#: or NJ Letter-Notes: Southold Trustees: Y or(N - Date: _/_/_ Permit#: or NJ Letter=Notes: Southold ZBA: Y orN)- Date: _/ / Permit#: -Notes: Southold Planning: Y ory- Date: "/ /_ Permit#: -Notes: Town Landmark C of A: Y or N DTE: /_/ *NYS CODE Compliance(page 2): Y or N� - CaNTR/tCToX QCeNSt AIS/4 1LITY L.mpm \A/.Ql�k^JZNS. CoMpENS T/on/ Notes: Fee Structure: Calculation: Foundation: ® SF � X $ , 0 =$ r 60 First Floor: g $'02 SF + Initial Fee: $_�LO O ,00 Second Floor: SF +Additional Fee ): $ Other: SF SF X$ , =$ Total: t{- SF +Initial Fee: $ +Additional Fee $ C OF o FLEE , r 00 As BUILT FEE %9 - TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHICDESIGN CRITERIA: Ground Snow Load:P_0 . 'Wind Speed: 120MPH' Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite.: M-H Decay: S-M Design Temp: II •Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS- Y/N EGRESS 5.7 S.F.: Y/N t LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION-OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS& (RESCHECK) -L4 Ia TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) f 1,"� `��'� �7 1, � � •. i �R S' � Q �!�.:;!�+Y'T4'.' T— Y.a9:�r:''. ,, i_;� j a� i .i•. IN �CJ7-Cf40G LIE f00`—�'d Guarvs.tcv fise ter-Courr�/ -3- !e. Gu�resr;Y � drd /YlC�'t+�QC,� GG. Q� Sum✓:.'!;t?c; .s ur' • �, l y�f V4 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Alteration to Schwartz Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Type: Non-Electric Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 3218 Little Neck Road William&Peggy Schwartz Hideaki Ariizumi Cutchogue,NY 11935 3218 Littyle Neck Road studio a/b architects Cutchogue,NY 11935 651 West Main street Riverhead,NY 11901 1-Compliance: Compliance:1.0%Better Than Code Maximum UA:99 Your ILIA:98 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 341 0.0 38.0 9 Ceiling 2:Flat Ceiling or Scissor Truss 173 38.0 0.0 5 Floor 1:All-Wood Joist1Truss:0ver Unconditioned Space 173 30.0 0.0 6 Wall 10:Wood Frame,16"o.c. 18 19.0 0.0 1 Wall 11:Wood Frame,16"o.c. 163 19.0 0.0 4 Door 5:Glass 104 0.280 29 Wall 12:Wood Frame,16"o.c. 18 19.0 0.0 1 Wall 16:Wood Frame,16"o.c. 73 19.0 0.0 4 Window 23:Wood Frame:Double Pane with Low-E 12 0.280 3 Wall 17:Wood Frame,16"o.c. 3 19.0 0.0 0 Wall 18:Wood Frame,16"o.c. 37 19.0 6.0 2 Wall 19:Wood Frame,16"o.c. 190 19.0 0.0 10 Window 24:Wood Frame:Double Pane with Low-E 12 0.280 3 Window 24 copy 1:Wood Frame:Double Pane with Low-E 12 0.280 3 Wail 20:Wood Frame,16"o.c. 26 19.0 0.0 2 Wall 21:Wood Frame,16"o.c. 128 19.0 0.0 5 Door 7:Glass 39 0.280 11 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1 fJ�- K6t ItZUM t 6 -7�2ot I Name-Title �C(�-,�e - nature D e Project Title:Alteration to Schwartz Residence Report date:06/07/11 Data filename:C:1Usersluser\Documentslstudioablprojects11054 Schwartz\DOCslSchedulelresck-Schwartz-addition-1.rck Page 1 of 1 PROJECT: GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Renovation to Schwartz Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON EACH THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, DRAWINGS. Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1/17 T.01 TITLE SHEET 631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 631 3231426 Owner: NEW YORK STATE(NYS)RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 2/17 A.01 Site Plan, Demolition Plans info@studioabarchitects.com William and Peggy Schwartz NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 3/17 A.O2 Basement and First Floor Plans NYS PLUMBING CODE ABOVE. 4/17 A.03 Second Floor and Roof Plans 3218 Little Neck Road NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT Phone: 212 242 8074 NYS FUEL GAS CODE SHALL MEET THE (FOLLOWING REQUIREMENTS: 5/17 A.04 Elevations and Details e-mail: peggy313ftaol.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. Owner: TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 6/17 A.05 Building Section 1 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 7/17 A.06 Building Section 2 PLUMBING William and Peggy Schwartz 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE: FOLLOWING: 8/17 A.07 Schedules ALL PLUMBING WASTE 3218 Little Neck Road 3218 Little Neck Road SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR &WATER LINES NEED Cutchogue, NY 11935 Cutchogue, NY 11935 ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS AND b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 9/17 A.08 South Section First Floor Details TESTING BEFORE COVERING Phone: 212 242 8074 SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 10/17 A.09 Powder Room and Living-Dining Details e-mail: peggy313@aol.com Tax Map#: 1000 103-9-11 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. NO TOWN BUILDING [DEPARTMENT 11/17 A.10 Main Staircase and 2FL Details ' WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) TO THE 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR NOT 4) ALL MASONRY LIMITS SHALL CONFORM TOc THEY SHALL HAVE BEEN ACCEPTABLEO THE BUILDING CODIE E DATE OF THE CODE. 12/17 A.11 Screened Porch Details PLUMBER CERTlFlCATIO architect: CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT MEASURABLE 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 13/17 S.01 Structural Notes ON LVD CO"AEN EEFORE studio a/b architects DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO PREPARING THE THE BUILDING COIDE. 14/17 S.OZ Foundation & 1 FL Decking CER77FICATE OF OCCUPANCY INTERIORDRAWINGS. 6. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF g 651 WEST MAIN STREET NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 15/17 S.03 2FL & Roof Decking Layouts SOLDER USED IN WATER ELECTRICAL RIVERHEAD, NY 11901 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, R315(NYS RESIDENTIAL CODE). SUP.,PLY SYSTC-M,•CANNOT INSPECTION REOUIRED T:631 591 2402 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". 7. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R316(NYS 16/17 M.01 HVAC and Plumbing Layouts o e-mail: info@studioabarchitects.com RESIDENTIAL CO©E) 17/17 E.01 Electrical Layouts EXCEED•2/10 O, 1/o.LE0 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY 8 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATION AND OBTAINING PERMITS FOR y AND TIMELY COMPLETION OF THE WORK/PROJECT. SCAFFOLDING,AMY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVE REQUIRED TO ENSURE SAFETY(OF OPERATION. - 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL RESIDENTIAL ENERGY EFFICIENCY NOTES: APPROVED AS DOTED FIXTURES,WIRE CONDUITS,OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS _ CONTRACT. 1. ALL CONSTRUCTION SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION D TE �'' B.P.# �� CODE(NYSECCC). 7// 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 2. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE FE :'-S3 (c+0 BY ZONING. CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE NOTIFY BUILDING DEPARTMENT AT FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL SURROUNDING SURFACES. (NYSECCC 402.2.3) 765-1802 8 AM TO 4 PM FOR THE 4. BUILDING FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. ZONED: R40 DTHERMAL ENVELOP SHALL BE SEALED TO LIMIT INFILTERATION AS PER SECTION 402.4.1 OF FOLLOWING INSPECTIONS: 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE REQ. ACTUAL/PROPOSED NYSECCC. FOLLOWING SHALL BE CAULKED,GASKETTED,WEATHERSTRIPPED OR OTHERWISE SEALED 1. FOUNDATION-TWO REQUIRED FOLLOWING CONDITIONS: LOT AREA ................................. 40,000 ....................... 92,220+/-AS EXISTING WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: FOR POURED CONCRETE a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO PERFORM LOT WIDTH ................................ 150 ............................ 135+/- AS EXISTING 1. ALL JOINTS, SEAMS AND PENETRATIONS 2. ROUGH-FRAMING,PLUMBING, THE CONTRACT WORK. LOT DEPTH ................................ 175 ............................ 778+/- AS EXISTING 2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS STRAPPING,ELECTRICAL&CAULKING b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. FRONT YARD ............................ 50 .............................. 130+/ AS EXISTING 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND 3. INSULATION 1 SIDE YARD ............................. 15 .............................. 35+/- AS EXISTING FRAMING. 4. FINAL-CONSTRUCTION&ELECTRICAL 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 2 SIDE YARDS ........................... 35 .............................. 77.6+/- AS EXISTING 4. UTILITY PENETRATIONS. MUST BE COMPLETE FOR C.O. DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE, DISTORTIONS AND OFF ALIGNMENTS REAR YARD .............................. 50 .............................. 530+/- AS EXISTING 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. ALL CONSTRUCTION SKtL PEETTK ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. LIVABLE FLOOR AREAk.......... 850 MIN. .................. . 2,760+/- 6. KNEE WALLS. REOUIREIVENTSOF THE COMOF FLOOR AREA.................................................................. 4,214 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. YORK STATE. W " REF 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE BUILDING AREA.............................................................. 3,214 AS EXISTING, HOUSE AND DECKS 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. "� 'J0IR CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT 250+/- EXISTING POOL HOUSE 9. COMMON WALLS BETWEEN DWELLING UNITS. � "' ` ' OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR 300+/- EXISTING POOL 10. ATTIC ACCESS OPENINGS. INDICATED. COVERAGE ............................... 20% MAX. ................ 4%+1- 11. RIM JOIST JUNCTIONS. HEIGHT IN FEET...................... 35 MAX. .................... 22.5 12. SILL PLATES AND HEADERS. FOAM PLASTIC(SPRAY FOAM INSULATION)SHALL BE PERMITTED TO BE 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT SHALL HEIGHT IN STORY .............. 2 1/2 MAX. ................ 2 AS EXISTING SPRAY APPLIED TO A SILL PLATE, HEADER,AND RIM JOISTS WITHOUT THE THERMAL BARRIER AS BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH SPECIFIED IN THE RESIDENTIAL CODE OF NEW YORK STATE, SECTION 314.4 SUBJECT TO ALL OF No. Description Date ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE THEY THE FOLLOWING: p SHALL BE DEEMED EQUAL, a. THE MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 31/4 INCHES. b. THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2.0 POUNDS PER CUBIC 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER FOOT. SPECIFICATIONS. c. THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN 11/1PLY VUIT rrDF ACCOMPANYING SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE WITH ASTM E84. N -W YORK STATE He& TO WCODES SHOWN AS NOMINAL SIZE. 13.OTHER SOURCES OF INFILTRATION. A 0EQUIRED AidIfl4T{0 5. BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED BY 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, PARTITIONS EITHER NYSECCC 402.4.2.1 TESTING OPTION,402.4.2.2 VISUAL INSPECTION OPTION. AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 6. RECESSED LUMINAIRES INSTALLED IN THL- BUILDING THERMAL ENVELOPE SHALL BE SEALED.ALL BOARD CODE COMPLIANCE: RECESSED LUMINAIRES SHALL BE IC-RATED.(NYSECCC 402.4.3) 15. PROVIDE GUARDS, RAILS, FENCES,CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS 7. EXCEPT SITE-BUILT WINDOWS, SKYLIGHTS AND DOORS,WINDOWS,SKYLIGHTS AND SLIDING GLASS U REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT,ANDFA7NN11,G I.) Use(s)and Occupancy Classification(s): Single Family Residence SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT,AND LABELED BY THE �p 2.) Height and Fire Area: 22.5', 2 stories,as existing; Fire Area n/a 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE,AND 3.) Type of Construction. Type VB, 2x4 (as existing)and 2x6(addition)platform construction MANUFACTURER. (NYSECCC 402.4.4) _---�--�-- SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY 3.) Structural Design corn.crill y Engineered. 1 UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY MECHANICAL 5.) Framing elements: ','See Structural Drawings 6.) Design load calculati.ions: See Structural Drawings 8. SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.ALL OTHER DUCTS SHALL BE 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND INSULATED TO A MINIMUM OF R-6, EXCEPT DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY SUMMARY OF WORK ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 7.) Glazing protection: Required (Wind Speed 110 mile zone;0.3 mile(<1 mile)to coast line) INSIDE THE BUILDING THERMAL ENVELOPE. (NYSECCC 403.2.1) ` Provide Hurricane rEesistant rated windows and/or protection panels, as per Window and Door Schedule 8.) Load paths from roobf to foundation: See Structural Drawings 9. ALL DUCTS,AIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED, THE SUMMARY O, VORK SHALL INCLUDE BUT IS,NOT LIMITED TO: 18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS,SECURE g.) Nailing and/or connection schedule,framing details: See Structural Drawings COMPLYING WITH SECTION M1601.3.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE, OR, IN NEW AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS NECESSARY FOR 10.) Means of Egress(R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans YORK CITY,THE NEW YORK CITY CONSTRUCTION CODES. (NYSECCC 403.2.2) 1. BASEMENT Al :-:RATION THE PROPER EXECUTION OF THE WORK. 10. MECHANICAL SYSTEM PIPING CAPABLE nF CARRYING FLUIDS ABOVE 105°F 41-C OR BELOW 55°F 13°C --I 1.1 REPLACE EXISTING SUSPENDED CEILING IN GARAGE WITH 5/8"TYPE X GWB 11.)Plumbing riser diagrram: See M.01 ( ) ( ) 12.) Location of fire prottection equipment, i.e. smoke alarm: See Electrical Drawings SHALL BE INSULATED TO A MINIMUM OF K '. (NYSECCC 403.3) ` 1.2 INSTALL INSULATION ON THE FLOOR CONSTRUCTION,WHERE NONE EXISTS 19. MINIMALIZATION,SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 13.)Truss design drawings with certification: n/a 11. OUTDOOR AIR INTAKES AND EXHAUSTS MECHANICAL VENTILATION SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. NYSECCC 403.5 14.)Energy calculations;from design professional: Rescheck certificate is attached ( ) 2. FIRST FLOOR ALTERATION 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 12. HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J OR SIMILAR 2.1 RECONFIGURE-SOUTH SECTION TO BE NEW(KITCHEN, LAUNDRY,AND POWDER ROOM(EXISTING CONTRACT DOCUMENTS. SECTION OF THE RESIDENTIAL CODE OF NEW YORK STATE. (NYSECCC 403.6) STUDY WILL BE RELOCATED TO THE NORTFT'SE-CION) 2.2 IN THE CENTER SECTION, ELIMINATE EAST PIARTITION, REPLACE SPIRAL STAIRCASE WITH A 21. COPYRIGHT©2011,STUDIO A/B ARCHITECTS PLUMBING STRAIGHT STAIRCASE ��- THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS AND OTHER REGULATORY REQUIREMENTS: 13. ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2. CIRCULATING _ 2.3 EXTEND LIVING SPACE WHERE CURRENTLY;SUN ROOM IS ATTACHED WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY MAY NOT HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT 2.4 RECONFI USE HORTH�ECTI WVIDOLE AR A A WALK-IN CLOSET BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT OR Health Department: Ncot Required. Numbers of bedrooms are to be reduced CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. (NYSECCC 2.5 RAISE LOWER WEST DECK TO THE SAME_LEWEL.ASj7PPER�EST,DECCK, RECONFIGURE STEPS OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. DEC: Ncot Required 403.4) 2.6 A0=TZEEN17 b7PaRCH 0W_THE WES -DECK:_ Board of Trustee: Ncot Required RETAIN STORM WATER RUNOFF Planning Board: Ncot Required ELECTRICAL PURSUANT TO CHAPTER 236 2.7 REP-All_iEXTSTIIIZ�'L�GHT ABOVE THE KITCHEN 14. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE 3. SECOND FLOOR ALTERATION HIGH-EFFICACY LAMPS. (NYSECCC 404.1) OF THE TOWN CODE. 3.1 ADD ONE ROOM ON THE NORTH SECTION (TOTAL NUMBER OF BEDROOMS TO BE REDUCED FROM XISTING FOL�7F2 3 IN NORTH WING AND 1 ON THE 2FL,TO THREE,, 1 IN NORTH WING AND 2 ON 2FL), CONTROLLED INSPECTIONS: LOCATION MAP: INCLUDING A BATHROOM �- 3.2 RECONFIGURE HALLWAY RELATED TO THE MEW STAIRASE AND GUEST ROOM CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE SOUTHOLD r`F��D ARCy� /1... T 4. REPLACE ALL WALL SIDING BUILDING DEPARTMENT m....... ,,,o. ... ................ _........... ABBREVIATIONS. �� ,`M .l 5. NEW AIR CONDITIONING SYSTEM THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST ::, w _ AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 5.1 INSTALL SPLIT A/C SYSTEMS 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. PROJECT SITE .�- 7�C t� • ;x i ALUM. ALUMINUM H.P. HIGH POINT z & AND HDWD HARDWOOD 6. ALL RELATED PLUMBING HEATING VENTILAITION AND ELECTRICAL WORK ^�...<. APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND t ARCH. ARCHITECT AIR CONDITIONING 0 ;37 � 7. REBUILD TIMBER RETAINING WALL AT THE DIRIVEWAY RAMP ACCESSING THE BASEMENT GARAGE SITE SAFETY AND PROTECTION NOTES: @ AT HORZ. HORIZONTAL Kr," = BLUG BUILDING ICMU INSULATED CONCRETE MASONRY 0 �� - �x.. B.O. BOTTOM OF UNIT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND C.I. CAST IRON INSUL. INSULATION THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. OSHA REQUIREMENTS. CL CENTER LINE INT. INTERIOR ---, �, � �'' CLG. CEILING L.F. LINEAR FOOT 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS,SCAFFOLDING, FIRE = �_�'° CLO. CLOSET L.P. LOW POINT PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION "`'�4r CMU CONCRETE MASONRY UNIT MAT. MATERIAL C61 BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. COL. COLUMN MAX. MAXIMUM • f><°`=" �� ` `"''•• � CONC. CONCRETE MECH. MECHANICAL ' CONT. CONTINUOUS MIN. MINIMUM 01_ »> �,k`' . C.J. CONTROL JOINT MTD. MOUNTED PROJECT: COR. CORRIDOR MTL METAL m CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT SC I I V V ARTZ CU.YD. CUBIC YARD NO. NUMBER De DET DETAIL NOM. NOMINAL Residence • ® ,- '��'�':�'='t" �. DIA. DIAMETER NTS. NOT TO SCALE DIM. DIMENSION PLY PLYWOOD DIM DIMMER O.C. ON CENTER DR. DOOR R RADIUS DWG DRAWING RAIL'G RAILING :. E.J. EXPANSION JOINT REINF. REINFORCING ELEV. ELEVATION R.D. OF DRAIN ELEC. ELECTRIC TITLE REQD. REQUIRED SHEET N ;e PTI S O O ENT ENTRY RM ROOM r,. EQ. EQUAL SF SQUARE FEET F 'a ` � DIN OR SUBTRACTING ESTIMATES AD G BID ITEMS. PLEA SE PROVIDE SEPARATE ' THE FOLLOWING ARE OPTIONAL `ie• �� •�;>,. EQUIP. EQUIPMENT SIM. SIMILAR a << FROM THE BID PRICE FOR EACH ITEM.THE OWNER WILL DECI DE FINAL INCLUSION OR NOT IN CONTRACT. __,�• .:;.. P,.,,, <s � EXIST. EXISTING SPEC. SPECIFICATION 3r EXTERIOR EXT. O S.S. STAINLESS E G SUN ROOM TO REMAIN a. STEEL ROOM EXTENSION(EXISTING OPT. 1 OMIT LIVING ( ) FF FINISHED FLOOR STD. STANDARD r FIN. FINISH OR FINISHED STL. STEEL T SCREENED PORCH ADDITION OPT.2 OMIT c F FLOOR L. 00 TEL. TELEPHO NE Project number FLASH'G FLASHING 1 TH. 054 r: THICKNESS.3 C SS r: F.P. FIRE PROOFING OOF G T ..O TOP F O O Dat 6/4/11 e FT FEET VYP. TYPICAL w GA GAUGE U.O.N. UNLESS OTHERWISE NOTED a.,a Drawn by HA GALV. GALVANIZED V.I.F. VERIFY IN FIELD G.C. GENERAL CONTRACTOR W WIDTH Checked b � v GB . (ti Gct - ap fa` t0aogle- GWB GYPSUM WALL BOARD L GLASS W/ WITH :;. of .. _ WD WOOD �� ® v W.R.B. WATER RESISTIVE BARRIER ® T . o Q Scale As indicated EXISTING EXTERIOR SHOWER TO REMAIN - CL 0 STT DEMT'5LTS studio a/b architects ISTINGSTEfPSTO BE•DEMOL-TSTiED N VANITY TO REMAIN 651 West Main Street, TO BE-DEMOLISHED, Riverhead, NY 11901 TOILET TO REMAIN 631 591 2402 631 3231426 A B.7 A B.7 rTtiB-TO'BE•REMOVED info@studioabarchitects.com rPARTrrF5 TO BE DEMOLISHED . . ! - - __......._......._.._ _._......... - --- - ........_..... - --.-.........._._............................ ...._.............._........................._..............._.._.........................._ .,. ....................... 4 -' : m -1 , : ----- . . - �..... ....................- ' ! ' ' ' Owner• --------------....- -- - --- - ----- ::.---------------- ---------------------------------------- - - - - -- ; LOWEfl DECT�'TO 8E _ `I - -- - ! ! i PARTITION TO REMAIN ik� : : DEMOLISHED I ; : - - - - - <: _-- -- ..:::.::-::._::::::::::.:::._- :.--:-_::::..-::..-::.... :-----___:__- I lam an e Schwartz EXISTING CRAWL SPACE TO EMAIN - GUEST - -- GUE -- ------ t _; t ...�:: ST= �. --- _::::._: 3218 Little Neck Road -:::::_. -:::_:::___: _:- ROOM 2:::=-_::::::_::::::_ROOM 3:=_:__::::: _----- : i' I I i I I I GUEST ROOM 1 PARTITION TO BE`DEMOMHED Cutchogue, NY 11935 : E : : s;- ----- _:::::__:_:::_:_::... _.--- _- _:- _-----:-__:: I -.........::.........:..-:__: _:_:..:___:_-__. : .............. - Phone: 212 242 8074 1. 1 II ! ! II ! : _= - - ---------- I ! I - f -- k ---- I a-mail: PeggY313@aol.com ; :: IIIII ! III - - - -- I ------------- : II : : II : : II ! TO BE WA"CTffb - --- --- - -_---- ------ -_- ---__--— --- - =- lll : : : : ll : ! it - - - — _WWI FT -- 7 --------------- I. ;. ._ I: fi ! I 11;------:: ::::- ------------ -- ------- - - -- -- ----- •PART,ITION RTIALLY-DEMOL-ISHED- I � r .P IIIIIII I . L : ! - - ii STMT��TO BE ............ -- - • -. •_ - •= •. •- . •: .• - .. P - _ ..... -- D I�OIHE[� I 1 I I. OOR TO BE REMOVED ! SUN ROOM ! O --------------- - - - ----__ - ------- - --.- -- ----- ! I -- .is . : EXISTINGBAS�MENl`TO REMAIN -: .; : , - STEPPED DECK TO REMAIN - - - - I • III . ! I zit i .j i. LIVING ---------------------- - - -- --- - —. - ---- -- ! I I: NSA M� Q t7N'ROD OTB FIXED D;'TYP. 9EMOLISHED �IIo�&wit % :.. - - : :..............•.......................,.L........_............................................. ! -- - ""°DDOR'TO'8E'RE1�fQ4ED"^� .� .cqy f :. -- - gII I!: -.EXISTING8ASEMENT:GARAGE iT0`. - -- - - --- - - - - - - - -- I i -- ---- , -- ----- - -- - - - R MAIN :..` -= ---.------ -- ... --- r-- E ----- --— -- KITCHEN ----- -- I - EXIS ING CRAWL SPACE TO EMAIN EXCEPT�EXI�TII�IGSMPENDE `CEILING' - 6LO --- TCS BET�ENfOCTSFIEI� ! ; _-:_:._-:______ _-: _ - =----- -= �• �E3E DEMOLISHEET? ! I it I ---- - I - - - �. - - - f -------_ -------- --- -- -- ---- - - - ---- - '_� CPIRAL STAIRS TO REMAIN I • _ is - - ------- -- - - -- : : - - .• -._,: , ; I � : . � ; ; ;T'I ;.I j ', - RT�TITI'ON-TO BE,DEMOLaSHED I I =_-_-- -- _-- --- - - _- _STUDY:�, ! : Ililll : il : I . -- - - -- -- - - - _ - :............_....:...........:................:.....................:...........:.................................... ...... ... ... ..... .... • F .... ....... ........ . . _ ... . 1 , .. - -. ........ ... R ! rAPP IANCES TO BE REA�TIOVED ' STORE FOR OWNER'S°REUSE STAiRS_t_)r fb_=RE0 B D IFIXTURES"TOBE"REMOVED No. Description Date B C D ALC CABINETS TO BE DEMOLISHED `W WMW7b "DEMOMHED 2 aserrTe�t t-Dem•aliti�P'lan _ first Floorr emolition Plan A B.7 VEILING'TOBET'ARTWLL REM�V-rD"""-- - 4 ............... .......... .... ............ .................._................::::............_...................................-................................ _ — w��E-REM PINDO OVED STAIRCA NfDLT�RED` PROPOSED PROPOSED SCREENED PORCH ON EXISTING DECK FOOTPRINT\ FLOOR TO BE FILLED FOR EXISTING STAIRCASE RAINWATER RUNOFF l I I I AND CUT FOR NEW CATCH BASIN PROPOSED SECOND FLOOR ADDITION ffT_1YZSR TRTIALIY- rDE�7 0D_9`RE5TWN�" c-STAIRCASE'AND CLOSET DOOR' I I : :s !ter= ICI ATTIC ` � ,�, s•.r` h� �•• a .' ; y •'�� J�' CLOSET; SUN ROOM ROOF BELOW " Ep qR TO BE DEMOLISHED .(.�GR ARC, r MASTER ,; '.. i .� �1 BEDROOM `//" ' r $ Z7 4v^ �'co- � k1 PARTITION DEMOCISPEEb r• t,, .............. pq r � 3 »T r ls''Y d 52 W ; 14 � �.,, S HT TO BEREPAR D 1 - h t `� "� �~� �" �,.—..^�.'..�.'_......✓.....,-,�✓'"...-..«'} � w �� i�.LSD.».'. C.w+.O i...: � '`� t ................„....... 1 : PROJECT: EXISTING PAVED RAMP 1 - - - - - - - - - - SCI 1 V 1iA� 1 REBUILD TIMBtR RETAINING WALLS f3 _ _._...: Residence __ __._ . �`"� Site Plan , Demolition .. ....�..._.. . . .;.. N -� Second F C t,.` � n door Demolition Plan I .•-. , T-,YIN Cr� Plans 2 --- � -" DEMOLITION NOTES: 1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC. BEFORE BEGINNING ANY DEMOLITION, FABRICATION OF MATERIALS OR CONSTRUCTION AT JOBSITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT 2. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW FIXTURES,SURFACES,APPLIANCES,WINDOWS ETC. FROM DAMAGE. CONTRACTOR IS RESPONSIBLE FOR DAMAGE,AND SHALL PATCH AND REPAIR ALL EXISTING AND NEW CONDITIONS NOT WITHIN THE CONTRACT LIMIT WHICH MAY BE DISTURBED BY THE CONSTRUCTION. Project number 1054 THIS SITE PLAN IS DRAWN BASIED ON THE SURVEY MAP BY VAN TUYL&SON, DATED 1/4/71 3. BEFORE ANY DEMOLITION, PROVIDE ADEQUATE SHORING FOR EXISTING STRUCTURE AS NECESSARY Date 6/4/11 4. VERIFY OWNER ALL REMOVED MATERIALS, HARDWARE,FIXTURES, EQUIPMENTS,ACCESSORIES,AND LIKE TO BE DUMPED OR TO BE STORED FOR REUSE Drawn by HA 5. GENERAL REMARK: Site Plan BF: UNLESS OTHERWISE NOTED, EXISTING BASEMENT AND CRAWL SPACES TO REMAIN, EXCEPT: Checked by GB SUSPENDED CEILING IN THE GARAGE TO BE REMOVED 1 FL: UNLESS OTHERWISE NOTED, EXISTING HW FLOOR TO REMAIN, RESANDED AND REFINISHED; n ALL GWB ON CEILING AND WALL TO REMAIN EXCEPT WHERE NEEDED A. 01 2FL: UNLESS OTHERWISE NOTED, EXISTING HW FLOOR TO REMAIN, RESANDED AND REFINISHED; IN THE CENTER SECTION ALL EXISTING GWB ON CEILING AND WALL TO REMAIN EXCEPT WHERE NEEDED o Scale As indicated studio a/b architects 1 A.04 651 West Main Street, EXISTING WINDOW WALLED A.06 NEW 4X4 LSL COLUMN Riverhead, NY 11901 NEW 4X4 LSL COLUMN 2 ON NEW 2-2X12 631 631 591 14 n B D 002 ( HEADER /'� 26 ,7 ON EXISTING WINDOW info@studioabarchitects.com EXISTING EXTERIOR SHOWER ---� ENCLOSURE 14'- 11 1/2"+/-nEx2 0'-4 1/2" 7'- 11 3/4"+/- 0'-4 1/2" 10'-9 3/4"+/- 0'-4 1/2'. 11'-4"+/- 8'-0" 8'-6" +/- I Owner: 7y� � _ William and Peggy Schwartz Neck Road i 3218 Little o C DN i �� .�'' Phone: 212 242 8074 "v rM ;- ast r Bedroom �aster Bathroom Walk-In C10s�t Studye-mail: peggy313@aol.com x 1 _. . �X g 9 ... . 10 0Ex A.05 1z----------�' i Ex 4 Ex I E 4 ......... ... . . Ex 1 EX1 I 5 I NEW 4X4 LSL COLUMN A.04 SHELVES .... 5 .. 3 1 \ Ex 4 13 N I Ex Cl) 7' 0" v I 12 1 - 1 5 A.10 3 EXISTING SIDING . . .. i .... i i i ..: G .:I :..: UP ..::.:_.... C <:::::: 3 ,,�- 2'- 11" TO BE REMOVED _. ...... .... . . . .. _�.. ...... ............ I..... i i i i i � . AND INSTALL T&G ! 5 . .. .. .. !.. ... ...:.:.i ..i i . _�..:.. . .. Ex 2 ! A.10t^C{\ I HORIZONTAL PANELING ON EXISTING . . I . .:. ... :... .::. .. _.. ... EXISTING EX 3 FIREPLACE 8 SHEATHING - - - - - - - - - - - -- — — — — — �' A.04 NEW INTERIOR I -.. .... ...... ............. .......... ._..................._........................... . ( 1 I C L� A.04 3 PANELING ON 1/2 SHEATHING 5 NEW 4X4 LSL COLUMN ' 10'-0" NEW 4X4 LSL COLUMN CONTINUED FROM EXI TING ._ ... . . WALL DEMOLISHED: :... .. . : _ ._...pL.. .. t�C A11 ..................... _ . . ................. _............ I B.7 WALL BESIDE 7 + ON NEW 2X6 WALL N 2 Liven ��It1111. ._ _...._.._ .. .. .. ... _ . A.04 __-- 9. g--'' 1 f ' �- I ` _. .. _ ...... .... . I ! 4 0 1 ............ . ......... .. .............. . ....... . . ....._.. ........................... ..... .... .. . ..... ....... ...... o Description 6 O .......... N D ripti Date O O A.04 NEW(3)-2X4 COLUMN . . EXISTING EXISTING SIDING NEW LSL 4X4 _.. .. CRAWL SPACE TO BE REMOVED COLUMN _. .. ...... .... _... 1 I 1 o AND INSTALL T&G _... . . _.._.... ON HORIZONTAL 9 1 PANELING ON - - - — - — - — - — - — - --- - — - — _- .._ - _.. .:.._.. ...._.:_.. ........._ ..�.. ....... __ ......_4.. . x -- Sf�EATHtING-- -- - — 1 — — 3 ` _ 1 2 i f 4 ' NEW CRAWL EXISTING BASEMENT = —. _ :.: — _ _ -- — - :. Way ..........._I Basement i r— o —� e— r— ;_.....—t - SPACE + I x ( � _... .__....... .. ....... . .......... ............. ..__...__.......... . ........_ Staircase Hall I I - SLIDING DOOR DEMOLISHED O �> 0 1 FOR OPENING 5 ..... . 4.. ............. x 1 - ON .............................................. ................ ... . .......... y....... A.11 I I _ I - _ID 4 7 (Screened Porch I ' Ex2`) - DW 1 O -- - -- 5 �r T I Kitchen 2'-21/4° I I _ a Laundry 5: 7� EXISTING GARAGE I I I Ex 4 _\ Ex 1 l ! 5 'I F e r) EXISTING , �� 1 _. �ti............ .. O O CRAWL SPACE _ .._. . . 5 Room EXISTING SPIRAL STAIRCASE I I REF. REF. O �5� W =_d , 1 0 0 - 0 - - - 1ILL ARC — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - — - - �J EXISTINGGRRAGE.pOOR .- �✓ L - - - - - - - - - - - - — - — - — - ARii2y��. i P. — — Ex 2 BOG O� ✓ "•, ":.; 4, t B c ® � . 2'- 11" 7'-0" 33'-2 1/2"+/- 6'- 1" ( A B 4 c D 1 A.04 n Basement Plan 2 �i st Floor Plan 1/8" = 1'-0" PROJECT: Q T SCHWAR 1 Z Residence NOTES 1. ® INDICATES EMERGENCY ESCAPE RESCUE OPENING 2. GRIDS FOLLOW FINISHED INTERIOR SURFACE OF EXISTINGWALLS c 3. SEE A.07 FOR FOLLOWING SCHEDULES FOR KEYED ITEMS: Basement and First WALL TYPES I Plans DOOR AND WINDOW SCHEDULE Floor®®r 4. SEE ALSO A.07 FOR OTHER SCHEDULES: EXTERIOR FINISH SCHEDULE ROOM FINISH SCHEDULE INSULATION SCHEDULE Project number 1054 Date 6/4/11 Drawn by HA Checked by GB a w A02o N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com 1 A.06 Owner: R William and Peggy Schwartz A `-' 2 �' ( D 3218 Little Neck Road Linen Cloet Cutchogue, NY 11935 0 2 �41j�� 17 e-mail: peggy3l3@aol.com 5'- 10" 6 2 - — 6 - — - — - — -- — — � 4 - - - - - - - - - — - '. N FL athroom 21 o I o 5 16 1 I I 0 1 o A.05 CD - �+ , 5 �' , o (V � I I _ c i 22 'v Guest_RO m . . ..... ..._ 5 FILLED AND PATCHED 1 Z X STAIRCASE WELL EXISTING LOW SLOPE ROOF NEW 3"/12"+/-ROOF E L O I (DIRECTION OF THE 5 j FLOORING PATCH (1 FL) ASPHALT SHINGLES ON 2-LAYORS SHOULD MATCH EXISTING, 15LB ASPHALT FELT OR BETTER EX 5 I I - i DIAGONAL PATTERN IS EXTEND NEW A 04 1 FOR MARKING PURPOSE l 1 I ONE ) WATEON EXISTING ROOFING OOFING B ASPHALT SHINGLES I Y WATERPROOFING WITH TAPERED CANT INSTALL I I STRIP MEMB.ALONG EDGES FOR ADJUSTING GAP MIN. 3'WIDE - - - -- --- - - -- - - SLOPE ROOF Ex 1 4 I Ex 4 N o I I CA 1 FETING LOW L PER F 3 - - CHIMNEY I 14. �% A.06 NEW DORMER ROOF Q... .:::.:..::.:........_...... 2FL Hall a 16 5 3"/1 r Ex 4 EPDM EXIST _. .. .. _... . ... _ ATTICIC OSET No Description Date I � 7 Ex 4 2 y Ex.4 + A.10 _Guest ROOrn_'I Ex 4 .... .... ......... ...................... EX5 — — — - o � 11 I........... _..... ......::: : 17 ;..L........ � I L.. -I.... .... I I C� � V \ a� _.... . �. 5 .. EXISTING ROOF _. 1 k Bathroom A 05 I I 19 14 _ I � Ex 4 I , y .� (� /5% �.... . I A.04 - Ex 4 I I ................... '�.e�;_ .y.''" u�'_............... I I - - - ------ ED _.. ..---E...... - J 18 3 • r NEW SKYLIGHT NEW LOW SLOPE EPDM ROOF X1 �X — I OVER REBUILT SUNROOM I I I - - — - - - - - - - - - - - - - (1 FL) 1t/4P6Rrn A EXISTING EXISTING 6 I S1 I I 3"/12"+/-ROOF 9'712"+/-ROOF I I I I A.11 ............... _....._....... .... .._ _.L... .. i ----................................................... ............................... I I I I I 8 I s1 A.11 I I I 1/4" PER A FOOT .. I I I R�,G ARC AR11' --- — — — 1 — — — ..........`--........ ... .... .... ..... ._.. ..... .. ........... .................................. .. ...... ......... ......_....__........... .............._.................. .......................... ,, h. „^r'a�M � l'� �0' � OFN 7 33'-2 1/2"+/- 6'- 1" B C ( D EXISTING SKYLIGHT GLAZING TO BE REPAIRED PROJECT: Q T NEW LOW SLOPE ROOF EXISTING LOW SLOPE ROOF SC H WAR 1 Z OVER SCREENED PORCH (1 FL) Residence EPDM �ecc J Floor P an Roof Plan �1/41' - 1'_0" 2 1/8 1 0 Second Floor and Roof Plans NOTES 1. * INDICATES EMERGENCY ESCAPE RESCUE OPENING 2. GRIDS FOLLOW FINISHED INTERIOR SURFACE OF EXISTING WALLS 3. SEE A.07 FOR FOLLOWING SCHEDULES FOR KEYED ITEMS: Project number 5 WALL TYPES DOOR AND WINDOW SCHEDULE Date 6 4/11 4. SEE ALSO A.07 FOR OTHER SCHEDUILES: EXTERIOR FINISH SCHEDULE Drawn by HA ROOM FINISH SCHEDULE Checked by GB °- rn INSULATION SCHEDULE T A. 03 co 0 N Scale As indicated NEW DORMER studio a/b architects 3 1 NEW WALL 1 NEW ROOF NEW DORMER ROOF 1X6 CEDAR T&G A.06 ASPHALT SHINGLES 651 West Main Street, A.10 A.05 V-GROOVED NEW STEPPED FASCIA ON MIN.2-LAYERS 15LB ASPHALT FELT Riverhead, NY 11901 HORIZONTAL SIDING TO MATCH EXISTING ON 5/8"PLYWD SHEATHING B.7 631 591 2402 EXISTING NEW ROOF STAINED SEE DWG2 A.05 FOR ICE SHIELD 631 3231426 NEW WINDOW ///�� info@studioabarchitects.com ROOF 1 2 3 4 D C B.7 B / \ NEW ASPHALT SHINGLE ON MIN. 15LB ASPHALT FELT 6 SURFA E FLUSH NEW NEW WALL ON 5/8"PLYWD SHEATHING 1 I DORMER 1X6 CEDAR T&G V-GROOVED A.06 A.11 EXISTING WALL HORIZONTAL SIDING STAINED RIDGE VENT ASSEMBLY REPLACE SIDING W/ Owner: EXISTING WALL FASCIA AND SOFFIT TO 1X6 CEDART&G - -- -- - CONTINUOUS FLASHING William and Peggy Schvvartz MATCH EXISTING _ I 3218 Little Neck Road REPLACE SIDING W/ I � V-GROOVED I 1X6 CEDAR T&G NEW WALL HORIZONTAL SIDING - _-_---- ----------------- - V-GROOVED 1X6 CEDAR T&G STRAIGHT STAINED --_- - RAFTER TIES g r EXISTING R Cutcho ue, NY 11935 VERTICAL SIDING EDGE VERTICAL SIDING - / Phone: 212 242 8074 BLEACHING OIL BLEACHING OIL -- - ...-r ----- �- NEW WALL e-mail: peggy313@aol.com I' NEW WINDOW EXISTING ROOF -- --i ==- -- _- ------------ 1X6 CEDAR T&G V-GROOVED EXISTING LOW SLOPED - _ -- __ - - _.... - - -- - --.-_+ _ _ HORIZONTAL SIDING STAINED 9 ----- ROOF EXISTING EXTERIOR SHOWER EXISTING WINDOW - - ------ ----- --- -- --i- -- _.. ... -- ----��--- �_F r `----�' ENCLOSURE / --- - - - --- -------------� - .... -- - - 1 ` R38 BATT INSULATION - - = RAILING POST AND RAIL CONTINUOUS OVER 1'-0" " --------------- -----------.-.-.-... ----- -- ----------------- EXISTING ----- ----------------- i I� 4X4 CEDAR BLEACHING OIL,TYP. CEILING JOISTS 3"��2+ I, WALL -- -- --- -- - -- - ` REPLACE SIDING W/1X6 - I 'I I - EXISTING CEDAR T&G - - -... - --------------- ----...._.-------I I - - - WINDOW - ROOVED VERTICAL _ - _ r N BLEACHING - - - - - - - - - -- - -- - I SIDING, B G OIL _ ; T ter.. i _ I III III—III-III III III ) I I NEW FIXED FRAME,TYP. III —III III III III—III IIII -III I I I III IIII I I I- III IIIIIIIIIII I I- NEW DOOR EXISTI G WALL EXISTING WINDOW REPLACE SIDING W/ 1X6 CEDAR T&G V- TYP. GROOVED HORIZONTAL SIDING NEW WINDOW STAINED TO MATCH EXISTING `� SOFFIT VENT � ASSEMBLY I EXISTING WINDOW `\ TYP. East 2 North u st Room 1/8' = 1'-0" 1/8" = 1'-011 12 I NEW 2X6 WALL 1 3 6 W/R19 BATT A.05 A.10 A.11 EXISTING WALL EXISTING ROOF ' INSULATION REPLACE SIDING W/1X6 CEDAR T&G NEW ROOF NEW SKYLIGHT EXISTING ROOF V-GROOVED HORIZONTAL SIDING EXISTING LOW STAINED A.06 �� SLOPE ROOF 4 3 2 A B C D EXISTING FIXED SURFAC FL SH FRAME - �' Description Date EXISTING DOORT- Second Floor NEW WINDOW 9 1 1/4 EXISTING WALL EXISTING WINDOW,TYP. REPLACE SIDING W/ --- WINDOW TRIM 1X6 CEDAR T&G ---------..- TO MATCH EXISTING I I I I V-GROOVED _ .......-- -... - - - ---..-...._.._.... ---- - -------------------------------------- -----------------------------...------------ - . ---------------------------------------------------------------- SOUND VERTICAL SIDING NEW SCREENED PORCH ___ ------_ - NEW WINDOW NEW 2X12 JOISTS / ADD 2X8 TO _ ------ - - --- �- ----- INSULATION NEW DOOR SEE A.12 -- .:.----_ - --........_:....-- �r y'::.:::::::- � / @16"O.C. SUPPORT BLEACHING OIL _------------------------------------------------------------ NEW SCREENED ___ / EXISTING ROOF NEW WALL PORCH ROOF -:- ::-::. ::::------__ _-----.._...._..---......._-----IMF-- NEW LVL GIRDER AS REQUIRED ---- ---- -- - - --- NEW E 1X6 CEDAR T&G 'I' -� EXISTING ROOF V-GROOVED ----- ---- --- --_- _ - - - - - - VERTICAL SIDING I _ _ Second Floor — —_-- Master Bedroom Walk-in Closet BLEACHING OIL - g' - 1 1/4" / EXISTING DOOR AND : . - -::: - + - ---- EXISTING WALL I,I FIXED FRAME - -_ - -_- _� i ilk �/ ,il � I EXISTING WINDOW OTHERWISE NOTED �� 9 REPLACE SIDING W/ n ill ------ - ---_ - _ cif I- TYP UNLESS OTHE j - NEW SCREENED -� NEW OOR - - --- PORCH - - ---....................-- --- -----_-- ___ - - __---- - ---- -- - -- V-GROOVED - - - - - �� ----- -- __------ -- - -- -- SEE A.12 ------------ --_..._ ...--....---------------------------------------------- ---- - -- it _- 1X6 CEDAR T&G I'' NNW -— --- -------_--- - -- -- - - -__-----_ _First Floor VERTICAL SIDING li -- BLEACHING OIL 0' - 0" �I III III III III—III III III III IIII IIII III NEW WALL - _ VED _ I 1X6 CEDAR T&G - - V-GRO VERTICAL SIDING - 1=1 I I I I I —I I t. iT j�- -- - — 81 8M/T__� BLEACHING OIL EXISTING WALL EXISTING TIMBER EXISTING EXISTING TIMBER REPLACE SIDING W/1X6 CEDAR T&G RETAINING WALL TO BE GARAGE RETAINING WALL TO BE V-GROOVED HORIZONTAL SIDING REBUILT I DOOR REBUILT STAINED West South Section through New 2FL Dormer 1/2" = 1'-0" �� ED AR�,y/ r 1 A Ls .s q HANDRAIL: O�) 5/4 X 3 OF N ON 5/4 X 4 MAHOGANY GUARD ROUND RAIL: D� C C D 4X4 CEDAR CORNERS 4x4 CEDAR BLEACHING OIL 4X4 CEDAR BLEACHING OIL 3/16"7X7 STAINLESS STL WIRE EXISTING MTL FLASHING @ 3"O.C. EXISTING MTL FLASHING DECK TOGGLE SYSTEM BY I I HAYN ENTERPRIISES, OR EQUAL FILL EARTH STAINLESS STL WIRE 3/16"7X7 TO ADJUST RISER DIMENSION @3"O.C.VERTICALLY 2X4 o STK CEDAR 5/4X(6 _ SUPPORT PROJECT: EXISTING WALL: DECKING S C H WA^TZ ih 5/4 X 6 STK CEDAR PIECE K EXISTING WALL: REPLACE SIDING W/1X6 @1 2X8 ACID JOISTS CLEAR WOOD SEALER @5'O.C. REPLACE SIDING W/1X6 CEDAR T&G @16"O.C. CEDAR T&G V-GROOVED HORIZONTAL O V-GROOVED HORIZONTAL SIDING STAINED Z F irst Floor , o _ - First Floor 4X4 CEDAR Residence SIDING,STAINED ST I Y 0' - Off 2 -0 /+ Q Q - RAILING W W + I `(' POST 00 -- o ti ° @5'O.C. =W o 2X8 A(CQ JOISTS @16"O.C. F M �= i° �= 2-2X1(OACQGIRDER °i TREAD: - Elevations and Details _ First Floor _ I�� First Floor 5/4 X 6 CEDAR _O� - or-70 O� - or 4X4 A(CQ POST �°� ° DECKING oil - — - - - ST BASE - I III—III(I I I I III I III I IIIIIIIII—III I I�� I I - I I I I I I I —) Project number 1054 10" DbA CONCRETE PILE I I I I I I I—I I I 2X12 ACQ STRINGER - ' ---- ----------- I pate 6/4/11 East Deck South East Deck North - Drawn by HA 6 1/4" = 1'-0" 1/4" = 1'-0" 8 T *cal West Deck Railin Section 9 Section Thru West Deck Steps 10 T pical Deck Stair Rail Details Checked by GB N 1/2 1 -0 1/2 1'-0" 1" = 1'-0" N NOTE A. 04 V7 THIS SECTION SHOWS CENTRAL STAIR CASETHE ONE ON THE NORTH END OF THE WEST DECK IS SIMILARo EXCEPT THE NUMBER OF THE TREADS ARE FOUR INSTEAD OF N FIVE Scale As indicated ASPHALT SHINGLES TO MATCH EXISTINC3 ON 15 LB ASPHALT FELT FOR ROOF HAVING A FLASHING TAPE studio a b architects AS PER SLOPE GREATER THAN 4"PER 12" OR, MANUFACTURER'S INSTRUCTION 651 West Main Street, ON 2-LAYORS OF 15 LB ASPHALT FELT F(OR ROOF FILL SPACE Riverhead, NY 11901 HAVING F."LOPE LESS THAN 4"PER 12" RIDGE VENT ASSEMBLY METAL FLASHING W/FLEXIBLE FOAM INSULATION 631 591 2402 ON 5/8"PL ND SHEATHING 631 3231426 — SEALANT info@studioabarchitects.com INSTALL I, :SHIELD WATER PROOFING IMEMB. GWB WRAP FROM EAVES EDGE TO MIN.24"INSIDE THE EXTERIOR WALL,TYP. % W/CORNER BEAD 1X2 TRIM GWB WRAPPED R• FILL SPACE W/FLEXIBLE / - 1 SPRAY FOAM INSULATION J14 W/CORNER BEAD AIR DRAFT 0'-0 1/4" 0 _ 1/2 Owner: UNLESS OTHERWISE NOTEDMETAL 112"GWB PAINTED SEALANT STOP IxX SILL BOARD William and Peggy Schwartz FLASHING FIR WOOD SEALER ON 1X2 CEDAR 218 Little Neck Road 1 SEALANT 1/2"X 1/1/2"TRIM Cutchogue, NY 11935 WHITE PINE Phone: 212 242 8074 2X10 CLEAR COATING e-mail: peggy313@aol.com FASCIA SEAL RIDGE BOARD 1X2 TRIM CEDAR 1 x X NEW SIDING INSTALL FLASHING TAPE SIZE TO MATCH EXISTING KEEP ON WATER-RESISTIVE BARRIER CONTINUOUS AIR SPACE ON 1/2"PLYWD SHEATHING NEW WALL CONST.: MIN. 1"WIDE FLASHING TAPE - ON 2X6 STUDS @16"O.C. NEW SIDING 1/2"PLYWOOD SHEATHING SOFFIT AS PER 0'-0 1/4" CEDAR 1 x 6 MANUFACTURER'S W/R19 BATT INSULATION ON WATER-RESISTIVE BARRIER 2X6 STUDS @16"O.C. T&G SQUARE EDGE INSTRUCTION 1X2 TRIM,TYP. ON 112"PLYWD W/R19 BATT INSULATION BLEACHING OIL SEALANT,TYP. SHEATHING SOFFIT VENT COPPER MESH ��Ty�ical Window Plan Detail on 2x6 Wall T wical Window Section U 1 1/2" = 1'-0" 1/2" = 1'-0�� 2 T ical Roof Details _ NEW RIDGE 1" = 1'-0" ALIGN TO EXISTING A S 13.7 RIDGE VENT ASSEMBLY v D ASPHALT SHINGLES ASPHALT SHINGLES TO MATCH EXISTING I TO MATCH EXISTING ON 2-LAYORS 15LB ASPHALT FELT OR BETTER ON 15LB ASPHALT FELT, OR BETTER ON 5/8" PLYWOOD SHEATHING ON 5/8"PLYWOOD SHEATHING ON 2X8 RAFTERS @16"O.C. ON 2X8 RAFTERS @16"O.C. INSTALL R38 BATT INSULATION INSTALL ICE SHIELD WATERPROOFING MEMB. CONTINUOUS OVER CEILING JOISTS I ALONG EDGES, MIN.42"WIDE I <A. INNSTALL ICE SHIELD WATERX,SItNG 06 PROOFING MEMB. I Ugt-11O FROM EAVES EDGE TO MIN.24" FL 7 +I- Al'I 3 < INSIDE THE EXTERIOR WALL,TYP. �SyT No. Description Date �S C I 72 FURRING TO CREATE 11 1/4"MIN.SPACE — 'i FOR 10 1/4" R38C BATT INSULATION INSTALLATION - _Roof I 1,_0„ I SOFFIT VENT ASSEMBLY TYPICAL NEW TYPICAL NEW CEILING CO WALL CONST. 1/2"GWB PAINTED j 112"GWB ; PAINTED \ Guest Room 2 2FL Bathroom SOFFIT VENT I 12 / NEW NEW ASSEMBLY TYPICAL NEW EAST&WEST FACING EXISTING ROOF SHOVNEI� CLOSET WALL O CAL 1X6 CEDAR SIDING T&G \ SQUARE EDGE / I BLEACHING OIL / ON BUILDING PAPER 1 / ON 1/2"PLYWOOD SHEATHING WALL MOUNT j �� EXISTING ROOF ON 2X6 STUDS @16"O.C. TYPICAL NEW FLOOR CONST. NEW 2X12 @16"O.C. ; HEATER / HDWD FLOORING TO MATCH REPLACING OR ADDING TO / EXISTING ON 3/4"PLYWOOD EXISTING ROOF RAFTERS SHEATHING / --- Second Floor A i- - - - � - - ----- --_ - — 9' - 1 1/4" 01 NEW GIRDER SOUND INSULATION / _—_ ?. z Rh •I� NEW GIRDER �' ;: LVL(2)-1 3/4"X 11 1/4" LVL(2)-1 3/4"X 11 1/4" TZ EXISTING 2X4 WALL — REPLACE EXISTING '" � STY �("iF�••`�.:..e � SIDING W/ 1X6 CEDAR EXISTING 2X4 STUD VERTICAL SIDING PARTITION, T&G SQUARE EDGE EXISTING 2X4 WALL BLEACHING OIL, Masher Bedroom M ter Bathr Walk-in Closet TYP' turfy REPLACE EXISTING SIDING TYPICAL FOR EAST& W/1X6 CEDAR VERTICAL SIDING WEST FACING 7 8 9 � 10 T&G SQUARE EDGE WALLS BLEACHING OIL, TYPICAL FOR EAST&WEST FACING WALLS I i PROJECT: S c 1 1 WA RTZ First Floor Residence - - 0 0 I =VICTIKI X ' � EXISTING FOUNDATION WALL Building Section 1 I // 4 II Project number 1054 - - - I I II I M I Date 6/4/11 ——— —I --i — I — —_ g I I I—III— Drawn by HA — I I I I I I I I I I Checked by GB !i -- -- --- --- I I —:11 1=1— I Typical Building West-East Section through A. 05 0 1 2F Addition Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 EXISTING ROOF NEW ROOF 631 3231426 info@studioabarcritects.com 2 3 4 3 Owner: A.10 5 1 A A.05 William and Peggy Schwartz 3218 Little Neck Road j j Cutchogue, NY 11935 074 NEW DORMER ROOF:ASPHALT Phone: 212 8 ! � e-mail: peggy313@aoLcom SHINGLES ON MIN.2-LAYORS - ! 15LB ASPHALT FELT -- -- ON 5/8"PLYWD SHEATHING INSTALL R38C BATT i INSULATION i NEW DORMER SIDE WALL 2X6 STUDS @16"O.C. 0'-4 1/2". INSTALL R19 BATT INSULATION i FURRED CEILING FOR INSULATION INSTALLATION \� INSTALL R38C BATT INSULATION FURRED CEILING FOR INSULATION INSTALLATION NEW 2X4 PARTITION i. I I 16" DEEP OPEN SHELF `� / I (14" IN CLOSET)F FRONT EDGE TO BE ROUNDED ` BIRCH PLYWD ' WOOD CLEAR FIN. ,' NEW WALL: 2FL Bathroom Attic Clos t 2FL Hallway Guest Room 2 Linen C16et 1X6 CEDAR T&G SIDING STAINED 14 15 13 12 1,7 ON W.R.B. ON 1/2"PLYWD SHEATHING 1 2"PLYWD PAINTED ON 2X6 STUDS 16"O.C. � / R1 TYPE B INSTALL 9 BATT INSULATION I EXISTING 2X4 WALL REPLACE CRACKED GLAZING REMOVE SIDING W/DOUBLE ACRYLIC DOME / � AND INSTALL 1/2"GWB ` ,' ON EXISTING ` SHEATHING No. Description Date NEW STAIRCASE _ Second Floor I - 9' - 1 1/4" i / ;� � INSULATE SURFACE OF / --— NEW 2X12 JOISTS REPLACING RIM JOISTS EXISTING ROOF RAFTERS NEW 2X4 STUDS PARTITIONS - _- ` `' EXISTING 2X4 WALL REPLACE SIDING WITH s _ — 1X6 CEDAR LAP SIDING ' STAINED TYPICAL FOR SOUTH& - NEW 2X4 STUDS `/ ` NORTH FACING WALLS Laundry Kitchen / LivingDining g BEARING WALL Walk-in Closet� 9 WALL OBE CUT I ALONG THE STRINGER INSTALL SOUND / i 1/2"C B PAINTED ISOLATION I � ii First Floor RSB AEG' 01 EXISTING CRAWL SPACE FOUNDATION IN TALL R30 BATT IN LATION v, IF NOT OUND . �.,. EXISTING CRAWL SPACE - INSTAL 5/8"TYP X GWB 17wul UU U " EXISTING CRAWL BASEMENT = -------- LEI I PROJECT: SCHWARTZ �{ Basement Residence 8 3/4" Building Section 2 T icaI South-North Section 1 1/2" = 1'-0" Project number 1054 Date 6/4/11 Drawn by HA Checked by GB N A. 06 co CD Scale 1/2" = 1'-0" Wall Types Door Schedule studio I o a/b architects Type Mark Keynote Construction Notes Mark Location I -Door Type - Model Width Height Finish Handle Lockset Comments architects ---T- ---_ -.--- ______----_ 651 West Main Street, 1 New exterior 2x6 studs wall with vertical siding 1x6 cedar T&G V-grooved siding,vertical,on W.R.B.on 112"Plywood sheathing on 2x6 studs 1 Entry Full Glass Entry In-swing Door Simpson Hurricane Impact resistant 7901 Fir T-0" 6'-8" Clear coated Schlage D series Tubular Satin Nickel Entrance @ 16 O.C., Interior 1/2' GWB painted 2 Living 4-leaf French Gliding Patio Door Andersen 400 Frenchwood Gliding Patio Door 15'-9" 6'-7 1/2" white exteror, Natural Fir Hurricane protection panel to Riverhead,631 591 2402 11901 FWG16068-4 interior,clear coated be provided 2 New exterior 2x6 studs wall with Ihorizontal Lap siding 1x6 cedar Lap siding on W.R.B. on 1/2" Plywood sheathing on 2x6 studs @ 16"O.C., Interior _ _ 631 3231426 1/2"GWB painted 3 Kitchen Soid-core Flush Pocket Door Birch Solid-core Flush T-6" 6'-8" Stained Edge Pull info@studioabarchitects.com 3 New exterior 2x6 studs wall with horizontal T&G siding 1x6 cedar T&G V-grooved siding,vertical,on W.R.B. on 1/2" Plywood sheathing on 2x6 studs 4 Laundry Solid-core Flush Pocket Door T-0" 6'-8" Stained Edge Pull on both sides @ 16"O.C.,on both sides 5 Laundry Solid-core Flush Pocket Door Birch Solid-core Flush T-0" 6'-8" Stained Edge Pull 4 New interior 2x4 studs wall with 11/2"plywood panel on 1/2"plywood panel on 2x4 stus, 1/2"GWB on the other side Paneling material may vary,see details 6 Hallway Double Leaf Solid Core Flush 4'-0" 6'-8" Stained Schlage D series Tubular Satin Nickel Dummy one side Swing Door 5 New interior 2x4 studs Partition 1/2"GWB,or Fiber Mat GWB,or Tile on 1/2"Cement Board,on 2x4 studs @16"O.C. 7 Hallway Double Leaf Solid Core Flush Birch Solid-core Flush 4'-0" 6'-8" Stained Schlage D series Tubular Satin Nickel Dummy Owner: Ex 1 Existing Exterior wall, replacing existing siding w/ Matching vertical siding on W.R.B.on existing sheathing on existing 2x4 studs Swing Door William and Peggy Schwartz matching vertical siding _ 8 Powder Room Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-6" 6'-8" Stained Schlage D series Tubular Satin Nickel Privacy Ex 2 :xisting Exterior Wall, replacing existing siding w/ 1x6 cedar Lap siding on W.R.B.on existing sheathing on existing 2x4 studs, Interior 1/2"GWB 9 Basement Staircase (Solid-core Flush Pocket Door 3'-0" 6'-8" Stained Edge Pull Sliding Door 3218 Little Neck Road ,iorizontal lap siding repainted Lock Cutchogue, NY 11935 EX 3 :xisting Exterior Wall,converted to be interior wall, 1x6 cedar T&G siding V-grooved on W.R.B.on existing 2x4 studs, other side 1/2"GWB 10 M Bedroom :Solid-core Flush Pocket Door Birch Solid-core Flush 3'-6" 6'-8" Stained Edge Pull Phone: 212 242 8074 replacing siding w/horizontal T&G siding repainted e-mail: a 313 aol.com 11 Study Solid-core Flush Pocket Door Birch Solid-core Flush 2'- 10" 6'-8" Stained Edge Pull P ggY Ex 4 Existing Interior Partition 1/2"GWB on both sides on 2x4 studs, repainted 12 Study Double Leaf Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-6" 6'-8" Painted Schlage D series Tubular Satin Nickel Dummy EX 5 Existing Exterior Wall converted to Interior wall Existing siding and W.R.B.to be replaced with 1/2"GWB 13 Walk-in Closet Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-6" 6'-8" Painted Schlage D series Tubular Satin Nickel Privacy 14 Guest Room 1 Panel Swing Door Match existing,or Simpson Shaker 720 or equal T-0" 6'-8" Painted Schlage D series Tubular Satin Nickel Privacy 15 Guest Room 2 Panel Swing Door Match existing,or Simpson Shaker 720 or equal T-0" .6'-8" Painted Schlage D series Tubular Satin Nickel Privacy 16 Attic Closet Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-6" 6'-8" Painted Schlage D series Tubular Satin Nickel Privacy Insulation Schedule INSULATION NOTES 17 2FL Hallway Panel Swing Door Match existing, or Simpson Shaker 720 or equal 2'-0" 6'-8" Painted Schlage D series Tubular Satin Nickel Dummy Insulation Type Location Insulation Note 1. THERMAL BATT INSULATION SHALL BE ROCK MINERAL BATT TYPE. 18 Guest Room 1 Closet Panel Swing Door Match existing,or Simpson Shaker 720 or equal T-0" 6'-8" Painted Schlage D series Tubular Satin Nickel Privacy 2. USE CORRECT WIDTH FOR THE STRUCTURE. 19 2FL Bathroom Closet Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-0" 6'-8" Painted Schlage D series Tubular Satin Nickel Privacy R38C Batt Insulation New 2FL Roofi/ceiling Const. Continuous on ceiling joists and knee walls 3. VAPOR BARRIER TO BE WARM SIDE OF THE BATT 20 Guest Room 2 Closet Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-6" 6'-8" Painted Schlage D series Tubular Satin Nickel Dummy R38C Batt Insulation New 1 FL Roof ceiling Const. Cavity between rafters 4. SOUND INSULATION SHALL BE BLOW-IN ROCK MINERAL WOOL TYPE. 21 2FL Bathroom 2 Panel Swing Door Match existing,or Simpson Shaker 720 or equal 2'-6" 6'-8" Painted Schlage D series Tubular Satin Nickel Privacy R38C Batt Insulation New Cathedrall Ceiling (above staircase and hall, above Cavity between rafters and furrings 22 Guest Room 2 Closet Sliding Patio Door Andersen 400 Stormwatch Frenchwood Gliding 5'- 11 6'-7 1/2" white exteror, Natural Fir Linen Clost)on 2FL Patio Door FWG6068R 1/4" interior,clear coated _ R19 Batt Insulation New 2x6 wall Cavity between studs 24 Screened Porch Plank Swing Door Custom Cedar 1x6 T&G siding, Horizontal on T-0" 6'-8" Stained Schlage D series Tubular Satin Nickel Privacy R30C Batt Insulation New Floor aboive Crawl Space Cavity between joists North side,Vertical on South side R30C Batt Insulation Floor above existing Garage, Existing and New Cavity between joists. Install if not found EX1 M Bedroom Existing Sliding Patio Door 6'-0" 6'-8" Basement, and Crawl space EX2 Kitchen Existing Sliding Patio Door 6'-0" 6'-8" Sound mineral blow-in Insulation Wrap Powder(Room, Laundry and Study; Ceiling above EX3 M Bathroom Existing Wood Swing Door T-0" 6'-8" Repainted Master Bedroom below Guest Room EX4 2FL Bathroom Existing Wood Swing Door 2'-6" 6'-8" Repainted EX5 Guest Room 1 Existing Sliding Patio Door 6'-0" 6'-8" EX6 Garage Existing Overhead Sectional 17'-0" 6'-6" Door EX7 Basement Existing Steel Flush Door T-0" 6'-8" Window Schedule Frame Dimension Paint Types Type Mark Count Wiidth Height Sill Height Manufacturer Model Finish Glazing Comments Product -- Paint Type Application Hue 1st Coat Fnish Coat Color 1 3 T- 10' 6'----8" 0 -T Andersen 400 Stormwatch Flexiframe White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL 2 1 _ 3'-0" _ �6'-8" �0'_0" Andersen 400 Stormwatch Flexiframe White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL A Interior Gypsum Wallboard Latex Flat Benjamin Moore Eco Spec Interior Latex Primer 2 coarts, Benjamin Moore Eco Spec Interior Latex Flat Super white /F8 — -- -_---- 3 1 2'-0 1 " 5'- 111 7/8" 0'-8_" Andersen 400 Stormwatch Casement C16 White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL (231).Spot prime as needed for the repaint. (219) 4 1 5" T- 1" Andersen 400 Stormwatch Awning AR281 White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL B Interior Gypsum Wallboard or Wood Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer 2 coarts, Benjamin Moore Eco Spec Interior SEMI Super white 5 1 2'-0 10" '3'-4 13/16" T-2" Andersen 400 Stormwatch Casement C135 White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL No. Description Date (231). Spot prime as needed for the repaint. GLOSS(224) ---- -- 6 3 C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW 2 coats, BENJAMIN MOORE REGAL EGGSHELL 12'-7 1/�" 4'-4 13/16" 2'- 3" Andersen 400 Stormwatch Casement CX 145 White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL -- -- - ---- LUSTRE METAL&WOOD ENAMEL (363) FINISH (N319) EX1 11 2'-0" 6'-0" 0'-8" D Interior Wood Clear Finish for Windoiws and doors UV Protective Water Base coating, Satin 3 coats, PolyWhey Natural Furniture Finish Clear EX2 2 T-0" 6'-8" 0'-0" Existing E Interior Wood Clear Finish on Floor UV Protective Water Base coating, Satin 3 coats, PolyWhey Natural Floor Finish Clear EX3 2 2'-0" T-6" 3'-2" Existing F Interior and Exterior Wood Stained Translucent Stain 1 coat, Ecoprocote TimberSoy by Eco Safety Products Walnut, Mahogany EX4 2 T-0" 6'-0" 0'-8" Existing G Interior and Exterior Wood Clear Sealer Penetrating Clear Sealer 1 coat, Ecoprocote Acri-Soy by Eco Safety Products Clear S1 1 T-8" T- 10" Replace glazing with acrylic double bubble Existing skylight,glazing to be repaired H Exterior Wood Weathered Finish Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 Weathered S2 1 2'- 1 1/2" 2'-9 1/2" Velux or Velux FCM2230 or egaul Hurricane impact resistant Low-E New Skylight on existing roof equal DOOR NOTES: Tile Types 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 WINDOW NOTES: Tile Type Tile Description Tile Product 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND ALL 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, - DOORS HALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. NYS. DEPT. OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT A 1"x1"Glass mosaic wall the Vidrepur Lisos Collection in Ivory-(VID-36933)by Cooltiles,or equal 3. ALL EXTERIOR DOORS WITHI GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC.GUSTS. REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. B 1"x1"Glass mosaic floor the Vidrepur Anti-slip Collection in White-(VID-36999)by Cooltiles,or equal FOR DOORS NOT RATED AS IMPACT RESISTANT, PROTECTION PANEL SHALL BE PROVIDED, IN ACCORDANCE 2• ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC.GUSTS. TO NYS RESIDENTIAL CODE FOR WINDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS IN 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION R308(NYS RESIDENTIAL CODE) ACCORDANCE WITH NYS RESIDENTIAL CODE R301.2.1.2. 5. TYPICAL EXTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYS RESIDENTIAL CODE R308. EXTERIOR FINISH: ALUMMINUM CLAD,WHITE 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. Exterior Finish Schedule INTERIOR FINISH: PINE NATURAL 5. TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED,AS FOLLOWS: Location Exterior Finish Color Notes ALL GLAZING SHALL BE (HURRICANE IMPACT RESISTANT LOW-E ARGON FILLED EXTERIOR FINISH: ALUMINUM CLAD,WHITE -- NO GRILLES INTERIOR FINISH: FIR VERTICAL GRAIN NATURAL Sloped Roof Asphalt shingles to match existing Match existing Install waterproofing entirely under the 3"per 12"sloped west ALL HW FINISH SHALL BEE SATIN NICKEL ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREENHINGES: SATIN NICKEL face roof on the 2FL HANDLES: SATIN NICKEL,SEE DOOR SCHEDULE FOR STYLE GLAZING:SEE WINDOW SCHEDULE Flat Roof EPDM full adhered white 6. TYPICAL INTERIOR DOOR OFPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: AL GRILLES Y ALL HW FINISH SHALL BE SATIN NICKEL Fascia 1x Clear Cedar, bleaching oil weathered FINISH: AS PER DOOR SCHEDULE AWNING AND CASEMENT CRANK STYLE: HOLDING HANDLE SATIN NICKEL FINISH Soffit Fiber cement soffit board, painted white ALL HW FINISH SHALL BE SATTIN NICKEL DOUBLE HUNG LOCK: SATIN NICKEL HINGES: SATIN NICKEL 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE Wall#1,4 1x6#2 Cedar T&G horizontal siding,V-grooved, Stained Walnut 7. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE 7. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS Wall#2,3 1x6#2 Cedar T&G horizontal siding,V-grooved, Stained Mahogany 8. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com,631-727-6000 Wall#A, C and other West, East facing walls 1x6#2 Cedar T&G vertical siding, Straight edge, Bleaching Oil weathered ADCHEM 1852 Old Couintry Rd. Riverhead, NY 11901 www.adchem.com,631-727-6000 DUPONT www2.dupont.com Corner Trim 1x2 Cedar, stained Same as adjacent stained wall DUPONT www2.dupont:.com 3M www.Shop3M.com Door and Window trim 1x2 Cedar, same finish as wall 3M www.Shop3MI.com 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER 9. BEFORE ANY PRODUCTION (OR PURCHASE, VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER Deck 5/46 STK Cedar Decking,wood clear sealer natural Railing and railing post Cedar bleaching oil weathered Screened Porch column, Horizontal members, Cedar bleaching oil weathered and Knee bracings Appliance Schedule Bathroom Accessory Schedule ��[} /�j�C Screened Porch ceiling Fiber mat GWB painted white # Appliance Type Products- J Number Room Fixture Product Quantity Finish Note Foundation wall Parged gray 4L ~' ,t,� �vo �0 1 Refrigerator TBD 1 Powder Room Towel Bar Ginger Motiv Sine 24"Towel Bar 0203-15 2 Satin Nickel 2 Freezer TBD 1 2 Powder Room Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 0206-15 1 Satin Nickel ., 3 Dish Washer TBD 3 Powder Room Shower Basket Ginger Hotelier 6"deep corner basket 553DG-15 1 Satin Nickel Room Finish Schedule 4 Dish Washer TBD 4 Powder Room Wall recessed mount Medicine PLM1630-1,overall 15 1/4"X 30" 1 Finish 5 Gas Range BD _ _ cabinet w/mirror +y 9T 0237bl Room# Room Name FlOor Base Wall Ceiling Notes 6 Range Hood TBD 5 Powder Room Glass shlef w/towel bar Ginger SINE 20" Hotel Shelf w/18"Towel Bar Item No.0243/20 1 Satin Nickel F OF 7 Cloth Washer TBD 6 Powder Room 24"Grab Bar Ginger Hotelier Grab Bar Item No.0363 1 Satin Nickel 1 Living Dining Existing HW flooring and patch, resand Existing and patch, repainted Existing and patch 1/2"GWB repainted (Type A), Patch existing as needed, repainted (Type A) 8 Cloth Dryer TBD 7 2FL Bathroom 2 Towel Bar Ginger Motiv Sine 18"Towel Bar 0202-15 2 Satin Nickel c)- o and refinished (Type B) partially new 1x6 mahogany T&G horizontal siding 8 2FL Bathroom 2 Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 0206-15 1 Satin Nickel �-? stained, partially 1/2"mahogany plywd stained, partially 9 2FL Bathroom 2 Shower Basket Ginaer Hotelier 6"deep corner basket 553DG-15 1 Satin Nickel 1/2"maple plywd clear coated CONTRACTOR SHALL CONNECT 10 2FL Bathroom 2 Wall recessed mount Medicine PLM1630-1,overall 15 1/4"X 30" 1 2 Kitchen Existing HW flooring and patch, resand Match existing, painted (Type B) 1/2"GWB Painted (Type A), partially Mosaic the Type A 1/2"GWB, Painted (Type A) ELECTRICAL, PLUMBING,VENT, GAS cabinet w/mirror and refinished CONNECTIONS,AND INSTALL OWNER 3 Laundry Existing HW flooring and patch, resand Match existing, painted(Type B) 1/2" Fiber Mat GWB Painted (Type B) 1/2"GWB, Painted (Type A) SUPPLIED APPLIANCES 11 2FL Bathroom 2 Glass shlef wl towel bar Ginger SINE Hotel Shelf w/ and refinished, partially mosaic tile Type B 12 2FL Bathroom 2 24"Grab Bar Ginger Hotelieerr Grab Bar Item Noo..0363 1 Satin Nickel Towel Bar Item No. 0243/20 1 Satin Nickel 4 Hallway Existing HW flooring and patch,resand Match existing, painted (Type B) 1/2"GWB Painted (Type A), partially 1/2"mahogany Patch existing as needed, repainted (Type A) LPG GAS TANK IS EXISTING FOR and refinished plywood stained POOL WATER HEATING PROJECT: BATHROOM ACCESSORY NOTES: S A H ARTZ 5 1 FL Poweder Mosaic the Type B Match existing, painted (Type B) Mosaic the Type A on 1/2"cement board, Partially Fiber 1/2"Fiber Mat GWB Painted (Type B) Glass Shower panel 1. PRIOR TO PURCHASE, CONTRACTOR VERIFY WITH OWNER FOR ALL ACCESSORIES (V' Room Mat GWB Painrted(Type B) SELECTION AND LOCATIONS 6 Basement Existing Existing Existing Existing 2. CONTRACTOR SHALL PROVIDE SUPPORTING SUB SURFACE AS PER MANUFACTURER'S I�e e d��^� Staircase INSTRUCTION 7 Master Existing HW flooring and patch, resand Existing and patch, repainted Patch existing, 1/2"GWB repainted (Type A) Patch existing as needed,repainted (Type A) GINGER www.gingerco.com Bedroom and refinished (Type B) PLM by ROBERN www.robern.com 8 Master Existing Patch existing,as required Existing, repainted (Type B) Existing, repainted (Type B)Bathroom 9 Walk-in Closet Existing HW flooring and patch, resand Match existing, painted (Type B) Existing and new 1/2"GWB repainted (Type A) Patch existing as needed,repainted (Type A) Schedules and refinished 10 Study Existing HW flooring and patch, resand Existing and patch, repainted Patch existing, 1/2"GWB repainted(Type A) Patch existing as needed, repainted (Type A) and refinished (Type B) 11 Guest Room 1 Existing HW flooring and patch, resand Existing and patch, repainted Patch existing, 1/2"GWB repainted(Type A) Patch existing as needed, repainted (Type A) and refinished (Type B) FINISH NOTES: 12 Guest Room 2 HW flooring,to matcth existing Match existing, painted (Type B) 1/2"GWB Painted (Type A) 1/2"GWB, Painted (Type A) C ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER 13 2FL Hallway Existing HW flooring and patch, resand Match existing, painted (Type B) 1/2"GWB Painted (Type A) 1/2"GWB, Painted (Type A) THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). and refinished 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 14 2FL Bathroom Existing Existing Existing Existing 3. MANUFACTURERS: Project number 1054 15 Attic Closet Existing Existing Existing and patch Existing Date 6/4/1 1 16 2FL Bathroom 2 Mosaic tile Type B Match existing, painted (Type B) Fiber Mat GWB Painrted(Type B),Shower Niche: 1/2"Fiber Mat GWB Painted (Type B) Glass Shower Door FORMALDEHYDE-FREE PLYWOOD: COLUMBIA FOREST PRODUCTS the Type A on 1/2"cement board, Shelf Niche: www.columbiaforestproducts.com, 800 237 2428 Drawn by HA Mosaic � Mo is Plywd Painted (Type B) SOY BASED WOOD SEALER AND FINISH:ECO SAFETY PRODUCTS 17 Linen Cloet HW flooring,to matcth existing Match existing, painted (Type B 1/2"GWB Painted (Type A 1/2"GWB, Painted (Type A VERMwww.e oprocoTURA,877 366 7547 Checked by GB 9 9, P ( YP ) ( YP ) ( YP ) LOW VOC WHEY PROTEIN CO�ATINGVERMONT NATURAL COATINGS �'• 18 Screened Porch Cedar decking,existiing and new,wood Column, lattice:cedar bleaching oil; North Wall partially: 1/2" Fiber Mat GWB Painted (Type B) www.vermontnaturalcoatings.com, (802)472-8700 clear sealer 1x6 cedar T&G horizontal siding,stained; East wall: 1x6 GLASS MOSAIC TILES: COOL TILES www.cooltiles.com A. 07 cedar T&G vertical siding bleaching oil STAINLESS STL WIRE RAILING HAYN ENTERPRISES: www.hayn.com 0 Q Scale '1211 = 1'-0" �6 studio a/b architects A.09 651 West Main Street, 8 Riverhead, NY 11901 /2"+/_ 631 591 2402 631 3231426 A.09 14'-8" 5'-9 1/2" 5'- 10 3/4" info@studioabarchitects.com 7� 3 5 2' 4 1/2"+/ 5 - - - 3'-6" - .. ......... ......... ...... ... O C. . . /. O �.% oOwner: 2 - - _ - �, , - - _N - - - William and Peggy Schwartz iv T_. . o. _....... ... . . _.. . . _. ........._.... ... ... .......... 3218 Little Neck Road _.. . N.._... Cutchogue, NY 11935 - _ _ _......... ...... .........._..._..._...... . __ ........_ .... - - - - Phone: 212 242 8074 A.09 `7 - - - - - - _ - -. - - - a=a = - = e=e = - = e=a - - = e=e = 3'-3" OPEN ale - ........... .. ... .......................... ......... ..................... e-mail: peggY313@aol.com 2'-43/4' 2'-8" 3,-0 ...... O N _. ......... .._ ....._ .. .... _. ....... . ............. _......... .... ................... .............. .....5'-03/4" _ A08 �.. .. M i. ... . .... ................ . 6 -41 - O N A.08 Cl) , 2'-0" -- CD T- 1" 0'-4 /2" - r- 5 - - 3._5„ I � I DN - --- - - 0'-4 1/2 I M / r — V1r — — J �t o o - - - 1/2"TEMPERED GLASS � � � 4 A.08 7 � `� � �- �-� ih o I DW I N 2'-0 +/ PARTITION o FLOOR DRAIN i 12'-0" 3'-8" O SHOWER AREA 3 _. . ....... . .. . ..._..._......_....._....... ... 4 A.08Zo 2 cm A.09 FE - ; I 10 12 - _ - - - — — ----- - - 1 1 -. .- ..........._................... .........._.... ............ ...... ..... ..... ... - - - _ a e > ; 9'- 3' S" 0' 4 1/2" 8' _..... _....... �......... .. . .. ..... _.. . ................... .... E a I ... ( No. Description Date REF. REF. - - - "' ... .... .... _.. _ _ .... ...... - — � T I. l ................. ................................ _.... ....._........._...... 1 --— - -- --- -- - m m — 10'-8 1/4" 0' �4 1/2" 0'-4 1/2" INSTALL VENT THROUGH FLOOR, OR ROOF A C D Callout of South Section First Flloor Plan _ A ADJUST SPACE BELOW CABINET FOR -- C WASHER SPACE REQUIREMENT M FIBER MAT GWB FIBER MAT GWB PAINTED H � -- FILL BOARD PAINTED FIBER MAT GW GWB PAINTED C° 3'-6" 3'-0" 3'-0" PAINTED � GWB PAINTED FILL BOARD FILL BOARD o RILL BO RD NJ io Is - ' CD i OPEN M 3 - 1 - OP� GWB PAINTED i QPEN`' - - C3 0 12'-2" C4 - \V � V V C1 ih C2 iv /I o i 13 O - o D n RE AR ZREFRIGERATOR/ I I RAN o 0 1 DW 1 1 3 0� U i �\� � �/ �tf�� M 2 FREEZ R 0 4L D 1 M M m JJJ ! 2'_0" - ........ First Floor i , ------ 2'-0" 0'-0 3/4" 1� L �' L 3'-0" 3'-0" 3'-0" 5'-6" 3'-6" 3'-0' 2'-0" 2'-0" LRANGEW 3'-6" -'t J !� 2'-6" 2'-0" 2'-6" 2'-6" 2'-6" I ISLAND CABINETS rt 0'- 1" 0'-4 1/2" PARTITION - e _`: i 0'-0 3/4" W/POCKET DOOR REAR BOARD � � k-0'- 1 1/2" FULL HEIGHT GLASS MOSAIC TILE,TYPE A OPEN 9� t�.� 7Z FILL BOARD FACE FILL SIDE BOARD WRAP WINDOW OPENING Elevation Island East �aF Pa ; TRIM W/SAME TILES Elevation Kitchen Island South & Laundry 1/4" = 1'-0" North Elevation Island North & Hallwa South o o- ` n Elevation Kitchen & Laundry South n 1/4" = 1'-0" _ A B C 2 = w� 1 ) 1 2 2 1 _ > � U O PROJECT: = DO�W ¢ LL S C H WA RTZ G .'B WRAP,TYP. TOP FILL BOARD 1/2"MAHOGANY PLYWD �+ GWB PAINTED GWB PAINTED GWB PAINTED GWB PAINTED m 2'-6" GWB PAINTED I I STAINED I Residence FILL BOARD FILL BOARD SIDE OF CABINET#17 GWB PAINTED b DOOR TRIM 1X2 PAINTED 1 -- TYP. 1/2"MAPLE PLYWD 10 \ 1 C 10 OPEN I South Section First. CLEAR COATED OPEN �' L COUNTER#7 _ _ p W `� ,� i �PE� W Floor Details (D C6 C7 �/\o COUNTER#8 z - co Q ��\ i \ I I I I I I , r GWB WRAP,TYP. w\ n - �- - - ---- i i �' 0 -� � �' it \`OPEN 15 16 18 - - �\ / i �\ SIDE OF CABINET#19 ' _J �� >w O ¢ i \ / co �� ,' � � SIDE OF CABINET#18 �' � �� i ,� First Floor Project number 1054 7�2'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1'-0" 3'-0" 0' - 0" Date _ 6/4/11 I b BASE TO MATCH WALL FINISH BASE PAINTED Drawn b HA LY BASE STAINED BASE PAIN ED Checked by GB o OPEN M Elevation Kitchen & HallwayINorth n Elevation itchen East � Elevation South Section Hallway West n Elevation South Section Hallway East M 6 1/4" = 1'-0" -- - - - - U 1/4" = 1'-011 1/4" = 1'-0" A. 08 o N 7t Scale As indicated studio a/b architects C 1/2"GWB PAINTED B A 2 2 �A ° 651 West Main Street, Riverhead, NY 11901 631 591 2402 1/2"MAHOGANIY PLYWOOD STAINED - 1X6 MAHOGANY T&G V-GROOVED SIDING STAINED 631 3231426 TO MATCH CAB31NETS 1X6 MAHOGANY T&G V-GR OVED SIDING STAINED info@studioabarchitects.com NEW POCKET DOOR I I FILL BOARD I EXISTING WALL, REPAINTED NEW POCKET DOOR &TRIM,STAINED FILL BOARD /7 &TRIM,STAINED i 1/2" MAPLE SIDE OF PLYWD CABINET#17 I" --- Owner: 2 SIDE OF �2 A10,' COATED 1 CLEAR 2 CABINET;#17 , William and Peggy Schvvartz A10 A10 EDGE OF WALL 1/2"GWB 1/2"GWB GWB WRAP 3218 Little Neck Road 1/2"GW PAINTED /�PEN OPEN PAINTED PAINTED COUNTER#5Cutchogue, NY 11935 - 3/48074 O MAPLE 8 3/4O MAPLE 7 - SHELF#1 5 Phone: 212 y3 3@a_ �'' 3 � I � e-mail: peggy313@aol.com PLYWD PLYWD SIDE BOARD A10 \ CLEAR COATED CLEAR COATED MAHOGAINY PLYWD CABINET#19 - CABINET#18 STAINED - _-_- First Floor 2'-21/2"+- 3'_ 5" 5'- 103/4" 4'-0" 3'-61/2" 3'-0" LZ 3'-0" 3'-0 � 3'-0" 3'-0" �2'-0" 2'- 1/2" -- - I I FEXISTING IREPLACE NEW STAIRCASE F�ARTITION � 0 -0 3/4 _ EXISTING BASE, REPAINTED NEW BASE, PAINT D NEW BASE,STAINED NEW BASE,STAINED CONTINUOUS FROM WALL NO RECESS,CONTINUOUS TO CABINET n Elevation Living South n Section @ Cabinet#19 7 Elevation West End view of She0f#15 n Elevation Living North 1/4" = 1' 0" " 1/4" = 1'-0" 1/4" �' D 1 D TT GWB 1/2"x 1" MOSAIC TILE GLASS SHELF TYPE A 1/2"x 1" 1/2"x 3/4" ON 1/2"CEMEN 1/2"x 1" 1/2"X 1 1/2"TRIM, PAINTED,TYPE B &TOWEL BAR 1'-4" 2'-6" BOARD GWB OR WOOD — GWB WRAPPED ( 1/2"PLYWOOD OR — FIBER MAT GWIB PAINTED,TYPE B FIBER MAT GWB PAINTED,TYPE B LIGHTING 1/2"x 1" GWB }; CORNER BASKET `; ; ; ; ; ; ; ; TILE RECESSED ; @36"AFF WRAPPED MED - 2-24"TOWEL BAR CABINET 1 -,9 ` 1/2" PLYWD PANE OOD PA WOOD PANEL ON PANEL 1/2"PLYWD ' GLASS MOSAIC TILE _ 0'- 11 1/8" SHEATHING o i TYPE A - WALL EXTERNAL CORNER TRIM 00 ; ;-,- ._,..- o ;- -: T -- ; -r WALL EXTERNAL CORNER TRIM FOR 3/4"WOOD PANE 3/4"WOOD PANEL TERMINATION MOSAICGLASS TILEChi TYPE A co �. �\. . - L0 �n - f-i c° `� R Interior Corner Type A Interior Corner Type B 3 Interior Wood Panel Termination YP No. Description Date +- GLASS MOSAIC TILE t " - 1'- 1/2" - 1'- " 1 " - 1'-0" TYPE B - First Floor _ . ' 1 1 1 of Oil TILE WRAPPED 2'-8" 1'-7"+/- TOILET TISSUE 24"GRAB BAR —��G � HOLDER 6"CORNER BASKLT ON SIDE OF CABINET @24"AFF. 9 Powd r Room South Powder Room West Powder Room North 12 Powder Room East 1/4" = 1'-0" 10 1/ " = 1'-0" 11 1/4" = 1'-0" 1/4" = 1'-0" C D EXISTING LOW SLOPE ROOF NEW 2x4 STUDS - PARTITIONni INSTALL SOUND / 1/2"TEMPERED INSULATION a FRAME LESS GLASS PARTITION SHOWER WALL GLASS MOSAIC TILE ON LIQuD APPLY 1/2"CEMENT BOARD WATERPROOFING MIN. 3FT TO I I — SHOWER FLOOR \�,`�Fk�B RRcti% ADJACENT FLOOR GLASS MOSAIC TILES ON LIQUID APPLY WATERPROOFING _ _ ON FRP SHOWER PAN _ _ Built-In Schedule <v �G BARRIER FREE 3060LBF r # Location Count Cabinet Type Dimension w x d x h Finish HW Accessories Notes t.;'. BY TILE REDI OR EQUAL - ON 3/4"MORTAR BED 1 Laundry 2 Base Cabinet 36"x 24"x 35 1/4" Plywood stained Conceited Hinges, Drawer 3-pull-out trays, Side Fill Board ON 3/4"PLYWD SHEATHING �' ON NEW 2X6 JOISTS @16"O.C. slides 2 Laundry 1 4-Door Tall Cabinet 36"x 24"x 90" Plywood stained Conceiled Hinges, Shef Rests 5-Adjustable Shelves,Top Fill Board LIQUID APPLY WATERPROOFING UP 3 Laundry _ 1 2-Door Tall Cabinet 24"x 24"x 90" Plywood stained Conceiled Hinges,Shef Rests 5-Adjustable Shelves,Top Fill Board FOF N 1 TO 12"MIN. ON WALL 4 Laundry 2 Wall Cabinet 30"X 12"X 36" Mahogany Plywood stained Conceiled Hinges,Shef Rests 2-Adjustable Shelf,Top&Side Fill Board First Floor 5 Kitchen South 2 Above Refrigerator Cabinet 33"x 24"x 15" Plywood stained Conceiled Hinges Side Face Board,26"deep Side Size to be verifyed with refrigerator ' _ Board,Top Fill Board of - off 6 Kitchen South r1 Wall Cabinet 42"x 12"x 18" Plywood stained Conceiled Hinges, Shef Rests 1-Adjustable Shelf,Top Fill Board i 7 Kitchen South 1 Wall Shelf 42"x 12"x 18" Plywood stained Shef Rests 1-Adjustable Shelf,Top Fill Board ,�_ 8 Kitchen South 2 f Wall Cabinet 36"x 12"x 36" Plywood stained Conceiled Hinges,Shef Rests 2-Adjustable Shelf,Top Fill Board l 9 Kitchen South �2 Base Cabinet 42"x 24"x 35 1/4" Plywood stained Conceiled Hinges, Drawer 3-pull-out trays EXISTING FOUNDATION WALL slides 10 Kitchen South 1 Sink Base Cabinet 36"x 24"x 35 1/4" Plywood stained Conceiled Hinges, Shef Rests 1-Adjustable Shelf Verify Sink Apron hight DROPPED CEILING 11 Kitchen South 1 Base Cabinet 24"x 24"x 35 1/4" Plywood stained Conceiled Hinges, Drawer 3-pull-out trays FOR WASTE PIPES slides PROJECT: IN BASEMENT _ _ -- 5/8"TYPE XGWB - 12 Kitchen Island 3 Base Cabinet 30"x 24"x 35 1/4" Plywood stained Conceiled Hinges, Drawer 3-pull-out trays, Rear Board slides PAINTED j 13 Kitchen Island 1 Base Drawer Cabinet 30"x 24"x 35 1/4" Plywood stained Drawer slides 4-drawers, Rear Board Residence EXISTING 2X8 FLOOR _ 14 Kitchen East 1 Wall Oven Cabinet 24"x 30"x 90" Plywood stained Conceiled Hinges,Shef Rests 2-Door(top), Open Shef(middle),and Verify Oven size.Verify Microwave size, if it JOISTS _ oven space(bottom) will be located in this shelf 15 Dining Living South 1 Shelf 24"x 12"x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adjustable Shelves Sideboard b 15 Kitchen North 1 Shelf 24"x 12"x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adjustable Shelves Sideboard - 16 Dining Living South 5 Shelf 36"x 12"x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adjustable Shelves ' 16 Kitchen North 1 Shelf 36"x 12"x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adjustable Shelves Powder Room a n d 17 Kitchen North 5 4-Door Tall Cabinet 36"x 12"x 90" Plywood stained Conceiled Hinges,Shef Rests 5-Adjustable Shelves,Top Fill Board=F 18 Kitchen North 1 Shelf 12"x 12"x 35 1/4" Plywood stained Shef Rests 2-Adjustable Shelves Living-Dining Details 19 Dining Living South 1 Base Cabinet 36"x 12"x 35 1/4" Mahogany Plywood stained Conceiled Hinges,Shef Rests 2-Adjustable Shelves 20 Powder Room 1 Wall mount Vanity Cabinet 32"x 18"x 20" Simple Vanity#4705, Mahogany stain Lacava Design:www.lacava.com —i 21 Guest Room 2 1, Open Shelf 16"deep Plywood Clear coated Shef Rests 4-Adjustable Shelf, Fixed bottom 22 2FL Bathroom.2 1 Wall mount Vanity Cabinet 32"x 18"x 20" Simple Vanity#4705, Mahogany stain Lacava Design:www.lacava.com 23 2FL Bathroom 2 1fff Closet Shelf 14"deep Plywood Clear coated Shef Rests 5-Adjustable Shelf —I Basement C1 Laundry 1 Countertop 73"+/-x 25" TBD Project number 1054 _g -8 3/4 C2 Kitchen South 1 Countertop 126"x 25" TBD Date 6/4/11 j C3 Kitchen South 1 Countertop 66"+/-x 25" TBD C4 Kitchen Island 1 Countertop 146"x 37" TBD Drawn by HA 2i C5 Kitchen North 1 Countertop 28 1/2"x 28 3/4" Maple Plywood 3/4 Clear coated Checked by GB C6 Kitchen North 1 Countertop 32"x 12" Maple Plywood 3/4"Clear coated Section Thru Powder Room C7 Kitchen North 1 Countertop 12"x 12" Maple Plywood 3/4"Clear coated M „ C8 Dining Living South 1 Countertop 48"x 12" Maple Plywood 3/4"Clear coated A. 09 -0 C9 Dining Living south 1 Countertop 176"x 12" Maple Plywood 3/4"Clear coated N Scale As indicated studio a/b architects - TILE TYPE A ON 1/2" 1'-6" B. FIBER: MAT GWB CEMENT BOARD 651 West Main Street, 1 PAINTED,TYPE B ,._ - FIBER MAT GWB Riverhead, NY 11901 — J rT. PAINTED,TYPE B LIGHTING 631 591 2402 A.06 T FRAMIELESS GLASS b FIBER MAT GWB 631 3231426 _... info@studioabarchitects.com DOOR; ~:" { , 18"TOWEL BAR GLASS SHELF& PAINTED,TYPE B @ tudioabarchitects.com 0'-4 1/2" T-2 1/8" +/- 0'-4 1/2" \ " TOWEL BAR �� •�• - F// 5 AFF + 44_ - Master Bedroom Walk-in Closet Study - - CORNER BASKET o _ 18"TOWEL tt- '_- TILE TYPE A N ;� F_ -+ 3'-6"AFF I MED CABINET 3 -0 BAR Owner: --; - - William and P Schwartz - Peggy W _ GRAB BAR r, + 3'-0"AFF - '.-,- i'� PAPER 3218 Little Neck Road / HOLDER Cutchogue, NY 11935 3 F �� 11- I SHOWER PAN 1x WD PAINTED 1x WD PAINTED -1 1x WD PAINTED e-mail: peggy313@aol.com I . . ..I..._. .. . I . + . . I TYPE B TYPE B - TYPE B _.._ . ...� . ._. .i.. . !-.. .. ... FL Bathroom 2 East Elevation 2FL Bathroom 2 South n Elevation 2FL Bathroom 2 West Elevation 2FL Bathroom 2 North Elevation 2 6 $ 0 1/4" = 1'-0" 1/4" = 1'-0" � 1/4" = 1'-0" 1/4" = 1'-0° r I I I <h tJ P I Y06 B.7 A.10 Living Dining - 1 4 12'-2" 3'-6" �. 2FL Bathroom 2 FRAMELESS AR inen Cloet TEMPS TEMPERED ,' i 17 GLASS �— 1xX(WOOD 5'-0" 8 3'-3" 2'-3" .. DOOR(2'W x 6'H) PAIINTED,TYPE B j I &SIDE PANEL 7 A.10 5 Callout of Main Staircase 1 FL Plan tO -4 1/2" 1 M 6 29 1/2"x 35 7/16" 1/2" - 1'-0" WALL T ICKNESS+ 1/4" O SHOWER PAN / 0 / A.05 0 O N / 2'-2"+/- �� N SHELVES NEW 2X6 TIE BEAM (0 ON EVERY RAFTERS `v NEW SKYLIGHT p.7 (� UVRETHANE SEALANT 1 ® / v PAAINTED,TYPE A -' __.....-..___._.._._... .I. NN 1 1/8"TYP.J o . . EXISTING \ A.06 3'-6" ROOF -v \ � I GWB PAINTED _._.... . ..... TYPE A,TYP. _...._ _.. . ............ ........................ ..... ..... . ...............__... . ;`' No. Description Date / NEW DORMER I Vnterior Co in _... .... Guest Room 2..... ...__... . . P oil — 12 3/4"PLYWD SHEATHING PAINTED � 1X2 PAINTED � i ............................. .... i 1/2"GWB PAINTED EXISTING ROOF ... ................ .............. 1'- 10".......... -,• o INSTALL _ ..... ..... ........... .. . ....._.. _ .._ / R38C BATT INSULATION INSTALL 2X6 FURRING FOR THE INSUL TION _... . . � ::::::::::::::....... . \ CREATE TOTAL 11 1/4" MIN. RAFTER DEPTH 3 / NEW GWB CEILING / 3 FT HIGH WALL Guest Room 1 2FL Hallway - o N SEE DWG 4 FOR co COPING DETAIL 11 13 "' 2'-0„ 3 NEW KNEE WALL L -� Nil —•`' . Second Floor _. .... ._...... .. ....... ........... — — — 9' + _ ............ ..... ... . . . ......._..._........ ...... . ARO ...Attic.ClosetEO _.......................... 1..5...................... ................ . / 0'- 10" I i .. . ........................_... ...... ... EXISTING FL OR CONST. I I NEW HORIZONTAL SIDING I 0'-41/2" 6'-0" - STAINEDA- ....... �° I I EXISTING WALL 2FL Hallway MI Z ................. ..... .............. . ........ ............. ................. ...... ... ... .......... . ........... ....... ....... .... . . ........ ........................................................................... . .. . Living Dining o I I _.. . ....... L�-- `� / I o 04 BOXED W/GWB 0 o GILDER I o I OPEN .......... .........�.. ... . .. ............ .............. .... I PROJECT: Walk-in Closet• I � 3'-9" Guest Room 1 _� _ 2FL Bathroom S C H VGA RTZ Residence r ... .. NEW COLUMN IN THE WALL ` I GWB ' r iv o _' _._._. � (NO RENOVATION, EXCEPT I N .. _._. NEW CLOSET) ... _. .. I ; First Floor — 0' 0" o Main Staircase and 101- 1011 2FL Details s 0'-8 v2' N . . . . .. ........... Project number 1054 o Date 6/4/11 _._._.. ....� _... ._.. Drawn by HA _ — ma 2 Checked by GB 'L III1 I I1 11 I M co A. 10 n Callout of 2FL East End Area Plano 3 Section Through Main Staircase 1/2" - 1'-0" 1/2 1 0 - Scale As indicated TYPICAL 45 DEG. KNEE BRACING studio a/b architects 4X4 CEDAR BLEACHING OIL 651 West Main Street, /� � Riverhead, NY 11901 ( 2 8 A 1 2 / 631 32314226 A.11 / info@studioabarchitects.com T REPLACED VE TICAL SIDING 2X2 CEDAR LATTICE 1X6 CEDAR T& V-GROOVED 7 @3"O.C. BLEACHING OIL ON EXISTING I BLEACHING OIL I A.11 WALL 1'_0+ 1'_0 1X6 CEDAR T&G V-GROOVED SIDING Owner: 0'-8 3/4" 0'-3 1/2" 1'-01, STAINED 2,_0.1 �2'-0.. � - William and Peggy Schwartz CutchoI I 3218 Little Neck Road ` - -- — -- Phone:g NY 8074 I I I � e-mail: peggy313@aol.com 06 2'-0" I I I I I \ 3'-7 1/2" 3'-7 1/2" 3'-7 1/2" IL i 2-2X8 BELOW i SCREENED PORCH I , a NORTH WALL III I II I / I First Floor _ _ _ = First Flop„ _ First Floor _ First_Floor of - 0 � EXISTING DECK NEW DECK NEW DECK EXISTING UPPER CONST. CONST. CONST. DECK CONST. E�i I-- -III— iiiiii=iiiiiiiiii i iiii=iii=iiiiiili! i Elevation Screened Porch Interior East Elevation Screened Porch Interior South n Elevation Screened Porch Interior West n Elevation Screened Porch Interior North off 2 1/4" = 1'.-0" 1/4 = 1 0 1 q No. Description Date NEW 2X6 STUD WALL - — 1X4 CEDAR COVER TRIM i o I ON 1X3 CEDAR SPACER W/SCREEN FASTENING GRIP 1'-7 3/4" ' I 4X4 CEDAR BLEACHING OIL SCREEN -7 1/4" 4X4 CEDAR i 4 CEDAR M i SEALANT&ROD EXISTING M i M BLEACHING OIL m I 'EXISTING FLAT ROOF BLEACHING OIL 3'- 10 1/4" 4'-0" 2'-6 1/4" 3'-6" 2'- 1" FINISHED N i N 01 10, INTERIOR WALL M J SURFACE i 4X4 CEDAR KNEE BRACING v i 4X4 CEDAR KNEE BRACING — BLEACHING OIL i I BLEACHING OIL 4X4 CEDAR BLEACHING OIL I I — 4X4 CEDAR BLEACHING OIL,TYP. 4X4 CEDAR BLEACHING OIL,TYP. — 2 — I- — I — I — I — 2 — — I / FASTEN AT EVERY STUDS 1X4 CEDAR BLEACHING OIL 1X4 CEDAR BLEACHING OIL Cl) i ON 1X2 CEDAR SHIM 2X4 CEDAR SHIM r� N i W/1SCR EN FA TE SHIM W/GRIP iv W/SCREEN FASTENING GRIP AT EVERY COLUMN ih 0 0 6 M STAINLESS STEEL SCREEN -1 I STAINLESS STEEL SCREEN ?QED AR(:) A.11 ao <4 N 3 2x2 CEDAR LATTICE Q � (} !"i`1 A.11 @3"O.C. .9�y 237 �U,: BLEACHING OILr CDON SOUTH WALL ONLY � �M ' M ' I 2X4 CEDAR ` iv 2X4 CEDAR r I I o First Floor First Floor _ First Floor of - Off1 I of M — I I 1 z ��n H JA+ 5/4 X 6 CEDAR DECKING + 15/4 X 6 CEDAR DECKING 3'- 10 1/4" 1 4'-0" 4'-0" 4'-0" b w U 0 I 2X8 ACQ JOISTS @16"O.C. 0 2X8 ACQ JOISTS @16"O.C. w � EXISTING UPPER DECK CONST. C —0'-8 1/2" w 2-2X10 ACQ GIRDER ~ 2-2X8 r b v)= X U ACQ 2-2X10 ACQ GIRDER PROJECT: /� 7 EXISTING LL = a 4X4 ACQ POST O 4X4 ACQ POST S c H WA TZ A.11 FINISHED co _ Residence INTERIOR WALL •• �' �C� A SURFACE POST BASE �_ 1 _ — — POST BASE _ 10"DIA CONCRETE PILE I I a I W DIA CONCRETE PILE 1 Callout of Screened Porch Plan n Screened Porch West Wall Typical Section 7 Screened Porch South Wall Typical Section 8 Section at Connection to Main House Screened Porch 1/2" = 1'-0" 1'-0" 1/2" = 1'-0" Details Project number 1054 Date 6/4/11 Drawn by HA Checked by GB °- M co A. 11 7� N Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NIEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME NAILING SCHEDULE �+ CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) SIMPSON studio �/� architects 1�t�Q i�it�7 AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLIINGS FSC THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION SIMPSON JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING MSTA 36 651 West Main Street, 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT JOB ROOF FRAMING Riverhead, NY 11901 RAF SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION OF THE RECORD HDU2SIMPSON TER TO TOP PLATE (TOE-NAILED) 3-10d PER RAFTER HDU2 631 591 2402 ARCHITECT AND SAME CORRECTED WITHIN(5)DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE CONTRACTOR WILL BE HELD SIMPSON SIMPSON CS200 631 3231426 RESPONSIBLE FOR:- 'ME. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST CS16 @ EVERY STUD info@studioabarchitects.com CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP SIMPSON LTS 2. CONTRACTOR AN OR SUBCONTRACTORS SHAL.L BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP OR MTS CONSTRUCTION AG.,.AST DAMAGE, BREAKAGE,COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, COLLAR TIE TO RAFTER @ EVERY STUD FACE-NAILED STANDARDS,AND GOOD CONSTRUCTION PRACTICIES. ( ) 3-8d PER TIE BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END @EVERSIMPSON H6 EVERY STUD Owner: 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION RIM BOARD TO RAFTER AND-NAILED 2-16d EACH ENID ,.OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS WALL FRAMING William and Peggy Schwartz TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER FOOT 3218 Little Neck Road TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS- EACH SIDE Cutchogue, NY 11935 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. Phone: 212 242 8074 5.CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, PROPERTY HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.(ALONG EDGES e-mail: peggy313@aol.com MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE,TOWN OF SOUTHOLD CODE,AND ALL OTHER CODES AND BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST,OR BLOCKING 2-16d PER STUID REGULATIONS HAVING JURISDICTION. (FACE-NAILED) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING (FACE- 2-16d*^ PER FOOT SIMPSON 6.THESE PLANS ARE DESIGNEE)TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN BUILDING IN NAILED) LTS OR MTS FSC ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN - _ @EVERY STUD PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMEND THE FLOOR FRAMING SIMPSON HDU2 SIMPSON 35F PROPOSED CONSTRUCTION AS SO REQUIRED. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d ( PER JOIST LTS OR FTA @EVERY STUD @ EVERY STUD 7. CONTRACTOR SHALL LOCATE:AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY COMPANIES IF BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH ENID SIMPSON CS200 RELOCATION IS REQUIRED AND/OR REPAIRS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH ENID (NTS.) @EVERY STUD (NTS.) (NTS.) BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BL(OCK 8.THROUGH 11. (NOT USED) LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIIST 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH M/IINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQ. FT. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOISiTa Wall to Wall Connections n Typical Wall to Floor Connection BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST NOT TO SCALE NOT TO SCALE 13. CONCRETE TO BE PLAIN, MINIMUM 2500 PSI,28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO IBE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. j WASHERS ROOF SHEATHING MUST BE 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. INSTALLED STRUCTURAL PANELS 10d 6" EDGE/t 6" FIELD BETWEEN WASHER 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO.2 OR BETTER(UNLESS NOTED 2-8d PER SUPPORT BOLT HEADS MUST BE OTHERWISE) 3-8d PER SUPFPORT OR NUTS INSTALLED AND WOOD HERE Lumber Design Criteria WALL SHEATHING Visually graded lumber _ SIMPSON HTS16 TWIST STRAPS Douglas Fir Larch (#2 Surfaced Dry or Green @ 19%maximum moisture content) STRUCTURAL PANELS 10d 3"EDGE P 12"FIELD COMPLIES WITH TABLE 3.313 All values and factors are from the National Design Speciifications for GYPSUM WALLBOARD 5d coolers 7"EDGE P 10"FIELD WFCM-1995 Wood Construction ND -2001. (16) 10D NAILS REQ'D Extreme Fiber Stress in Bending(Fb) CEILING SHEATHING (6) 12"SIMPSON CS20 TIES Single Members Repetitive use Factor Bending Stress COMPLIES WITH TABLE 3.3B, 9 P 9 GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD �'� /� Member Fb(psi) Cf Fb(psi) Cr Fb(psi) WFCM-1995 2x6 850 x 1.30= 1105 x 1.15= 1271 ` 2x8 850 x 1.20= 1020 x 1.15= 1173 \ 2x10 850 x 1.10= 935 x 1.15= 1075 FLOOR SHEATHING SIMPSON STRONG TIE 2x12 850 x 1.00=850 x 1.15=9'78 STRUCTURAL PANELS `r0 HEADER TO JACK POST 1"OR LESS 8d 6"EDGE P 12" FIELD --� CONNECTION DETAIL Horizontal Shear Stress = Fv x CH= 190 psi �,• Modulus of Elasticity = 1.60E+06 psi GREATER THAN 1" 10d 6"EDGE/'6" FIELD Simpson Strong-Tie P 9 No. Description Date HD19 (NTS.) 16.ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA)ENGINEERED WOOD SYSTEM(EWS) *STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E•-2600F. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS T ical HOldown Detail 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEIET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED 4 yp n Typical Window Opening Connections COMMERCIAL STANDARDS FOR THE TYPE,GRADE LAND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY AN APPROVED TESTING TO MAINTAIN THE LOAD PATH U NOT TO SCALE `' NOT TO SCALE AGENCY. ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE 18.ALL WALL SHEATHING SHALL_BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A MINIMUM PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. THICKNESS OF 15/32".THE PANELS SHALL BE APPLIIED WITH THE LONG DIMENSION ACROSS THE STUDS. --- 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APIA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR SHEATHING). 2- 1/2"BOLTS 20.THROUGH 30. (NOT USED) -1 WALL OPENING MEMBER SCHEDULE 31. GRADING AROUN `NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. -A ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL.TKO WALL 32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBIED SOIL. SPAN WALL JACK STUDS CONNIECTION N CONNECTION 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF T-0"COVER. 8'>=W>6' (2)-2X12 OR 8-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16id o �i (2)-MICRO 13/4"X 9 TOE-MAILED ` � \ 34. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 1/4"OR LARGER 6'>=W>4' Simpson Strong-Tie ((2)-2X10 OR 6-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 166d 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMINIG DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED LUMBER. LARGER TOE-(WAILED AC4 FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL,OR OTHER APPLICABLE MATERIAL. 4'>=W (2)-2X8 OR LARGER 4-16d (1)-2X6 (2)-2X6 (2)- 16cd °oa. 36.ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. TOE-MAILED TYPICAL BC INSTALLATION TYPICAL AC INSTALLATION TYPICAL BOLTS CONNECTION Simpson Strong-Tie 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE S1rUDS(TYP), UNLESS OTHERWISE STATED. ABU44 (NTS.) TYPICAL ABU INSTALLATION (NTS.) 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING UPLIFT CALCULATION, MONOSLOPE ROOF PARALLEL TO SAME. 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GAS. CROSS BRIDGING, MIN 8'-0"O.C. Tu =Wuplift x(16/12) x U2=36 psf x(16/12)(17.25 ft)/2=4,4 n Typical Post Girder Connections n Typical Post Base INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. v NOT TO SCALE ` NOT TO SCALE 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN 41.JOISTS HANGERS, ETC.TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. HOLDOWN FORCE=VxH=6347 RFD ARL, INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 42. FIRE BLOCKING TO CODE R602.8. LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION ALUMINUM FLASHING HOLDOWN FORCE=VxH=3986 j4 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH DESIGN CRITERIA SECOND FLOOR SHEARWALL. HOUSE 1�j'� �` �' J DECKING FASTENER TABLE R301.2(1) iCLIMATE AND GEOGRAPHIC DESIGN CRITERIA OF Nv-"t ' GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD TREATED NAILER PLATE SNOW SPEED DESIGN UNDERLAY- HAZARD(h) BOLTED TO HOUSE LOAD(i) (mph) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER MENT SEE DWG FOR EXACT SIZE (g) ING LINE DESIGN REQUIRED DEPTH(b) TEMP. (f) 45lbs 120 C SEVERE T-0" MODERATE SLIGHT TO 11 YES N/A JOIST TO HEAVY MODERATE SEE DWG FOR EXACT SIZE DESIGfN LOADS 3/8"X7"LONG HOT DIPPED GALVANIZED LAG BOLT WITH MATCHING WASHER, LOCATION LIVE DEAD DEFLECTION LIMIT STAGGERED @16"O.C. INTO JOIST PROJECT: SLEEPING 40LBS 10LBS L/360 �� ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 0 0 ATTIC(NON STORAGE) 10LBS 5LBS L/240 ■ ATTIC(STORAGE) 20LBS 10LBS L/240 GALVANIZED METAL JOIST HANGER ��+�7�d�!�'1�+� ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS L/240 SIMPSON H1 (SIMPSON OR EQ.) i � ROOF NO FIN. CEILING 20LBS(SNOW;) 17LBS L/180 @EVERY STUD SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. SIMPSON SP4 RAFTER SIZES MAY HAVE TO 13E INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. SIMPSON LTS @EVERY STUD JOIST NAILER PLATE DETAIL (NTS.) Structural Notes SIMPSON LTS @EVERY STUD WIND BORNE DEBRIS PROTECTION @EVERY STUD SIMPSON,SP1 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, @EVERY STUD PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SIMPSON H10 n Typical Deck Ledger FASTEtNER SPACING SIMPSON H2 @EVERY STUD V NOT TO SCALE @EVERY STUD SIMPSON H7 FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT @EVERY STUD _ <4 FOOT < PANEL SPAN <PANEL SPAN SIMPSON H7 <6 FOOT <8 FOOT @EVERY STUD 1054 Project number - - SIMPSON H4 2 1/2"#6 WOOD S, ;EWS 16" 12" 9" @EVERY STUD Date 6/4/11 2 1/2"#8 WOOD SCREWS 1 16" 16" 12" Drawn by HA a. THIS TABLE IS BASED ON '120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS ) 2 b. FASTENERS SHALL BE INSTALLED AT OPPOSILNG ENDS OF THE WOOD STRUCTURAL PANEL (NTS.) Checked by GB_ o c. NAILS SHALL BE 10d COMMON OR 12d BOX NAIILS d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING C\ M VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 1 Typical Wall to Roof Connections `' e. WHERE MULTIPLE PANELS;ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT NOT TO SCALE N Scale As indicated RAISED DECK TO FLUSH TO EXISTING ( A ) B.7 studio a/b architects UPPER DECK JOISTS TO MATCH EXISTING OR 651 West Main Street, 2X8 ACQ @16"O.C. Riverhead, NY 11901 631 591 2402 j NEW LSL 4X4 COLUMN ABOVE 631 3231426 I info@studioabarchitects.com ! I ® ffi I i ADD 2X4 TO OBTAIN (3)-2X4 Owner: JACK STUDS William and Peggy Schwartz ABOVE SOLIDLY CONTINUES TO 3218 Little Neck Road U FLOOR Cutchogue, NY 11935 O Phone: 212 242 8074 X I e-mail: peggy313@aol.com zN w � I I ( I I EXISTING DECK NEW LSL 4X4 COLUMN ABOVE JOISTS NEW LSL 3-2X4 COLUMN ABOVE I I I I 3 OL I - - - - O € I BRI G�N 'BEL. W :..:. 7 ....................................a..: NEW, OACJ B A ,ZING I I ARTI ION d Q SO p,S o I + A B.7 N C.; Cl) N _ EJ J�N N EXISTING DECK o I ti� I EXI 3TING STEEL GIRDER co 00 I I I �' O \Q LSL 4X4 CO UMN ABOVE CO - 4- EXISTING FOUNDATION EXISTING N + I I WALL L� FOUND TION LSL 4X4 COLUMN 0 2'-2 1/4' EXISTING CRAWL SPACE I WALL I ABOVE v � I I "' io /' No. Description Date NEW LSL 4X4 COLUMN ABOVE iv NEW(3)-lhXA COLUMN ABOVE FILL SPA E SOLIDLY o OBELOW COLUMN TO GIRDER d2 w . ..... .w.., r,� .................................................. ...... ' FOUNDATION EXISTINP STEEL GIRDER + I VI/AL-L' f EXITING BELOW JOIST LEVEL - - _ EXISTING FOUNDATION 2-2X8 ~ FOUNDATION WA L BELOW NEW ' I EW WALL14 ' SCREENED PORCH RAWL ' WALL X CJ I 1 0'-8„ PACE _ I Co I \ EXISTING STAIR WELL w CD iv RAT-SLAB-• F �` f I o X �, w i o I I NEW EXITING I i 00 I '................................................................�..I ' FOUNDATION FO NDATION L EXISTING BASEMENT N"2 + ^ WALL WA L J z U) M x Cn 0 m EXISTING + CRAWL w v I I SPACE o I I ............................. N 4'-8"•+/-�4'-6"+1-�6'-6 114" 2-2X8 ACQ EXISTING HEADER cfl .. _ c ED AFDC d >. .,tom )'k Foundation Plan 2 First Floor FramingLayout _ OF N GRAVEL AND DRAIN SYSTEM TERMITE SHIELD TERMITE SHIELD 6X8 OR 8X8 TREATED TIMBER 5/8"DIA.ANCHOR BOLT 48"O.C. max. 5/8"DIA.ANCHOR BOLT @ 48"O.C. max. 4X4 OR 6X6 4X4 OR 6X6 RETAINING WALL @ 7"MIN. INTO CONC. ACQ OR CEDAR ACQ OR CEDAR 7"MIN. INTO CONIC. OR 15" MIN. INTO GROUTED CELLS EMBEDDED INTO 1/2"GALVANIZED THROUGH NOT MORE THAN 12" FROM CORNERS,TYP. NOT MORE THAN 12"FROM CORNERS, CONCRETE I =I ROD @48"O.C. PROJECT: TYP. r z 2-#4 REBAR @ 8"O.C. z 244 REBAR @ 8"O.C. — I S�/H W `RTZ IN GROUTED CELLS, COLUMN BASE GRAVEL AND DRAIN SYSTEMCb Residence 00 TYP. 5 1 \esidence WATER 11 WATER PROOFING,TYP. /i \ \ \�i�i \ \�i� 244 REBAR @112"O.CONT.TYP. / / /��//�� 244 REBAR 12"O.C.CONT.TYP. / /i��/i�/%�z /��/%/ /ii. I . z. .�/�/�/�r1/1 2"RAT SLAB .�i,�!i,�ii,�!i,�!i�!i, ..�!i,�!i, !i,!i,�!i,�!i,�!i,�!i,�!i,�!i��i,� .�i,�!i,�/i,�!i,�!i,�!i ..<!r,�!i, I I !i,!i,�!i,�/i,�!i,�!i�!i,�!i,�!i,� — 00 PAVER ON 6 MIL POLYETHYLENE " 2"RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING - _____ DAMPPROOFING ( E n Foundation & 1 FL 9 Fh CONCRETE CYLINDRICAL CONCRETE CYLINDRICAL C � z - Eo z FOUNDATION z I FOUNDATION a s Decking Layouts — I {- —�� F R_ I E 2" N. ;0'-8" 2"MIN. L-� — T �0'-8' ;2"MIN. _ I I I �f�SYSTEM 2"MIN. N Ni — 12" MIN. FOR 1 STORY BLDG ` 112"MIN. FOR 1 STORY BLDG 10" DIA. FOR 4X4 _ L10" DIA. 12" DIA. FOR 6X6 I —III Project number 1054 DRAIN TILE,TYP. DRAIN TILE,TYP. _— _El I l I_ III Date 6/4/11 F\, CRAWL SPACE CONCRETE FOUNDATION CRAWL SPACE CMU FOUNDATION (ALT.) INSTALL DEADMAN WHERE Drawn by HA TYPE A TYPE B RETAINING IS HIGHER THAN 3' Checked by GB N Typical Crawl Space Founcdation _ 4 T ical Column Foundations O Typical Timber Retaining Wall Detail C� 02 3 1/2" = 1'-0" 1/2" = 1'-0" NOT TO SCALE �- ■ o N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com — NEW GIRDER @JOISTS LEVEL NEW GIRDER @JOISTS LEVEL A (2)-LVL 1 3/4"x 11 1/4" B.7 (2)-LVL 1 3/4"x 11 1/4" NEW COLUMN BELOW NEW COLUMN BELOW TO LSL 4X4,TYP. NEW 2-2X12 HEADER Owner: ON EXISTING WINDOW William and Peggy Schwartz LSL 4X4 3218 ttle Neck oad ..........._._.......__._...._..... .. ._.................... _ .. ............ _..... _.... ®... ®................................... .............................. .._ ... ..... .. ... --- -- Cut holgue, NY 1R1935 —..... _.. — Phone: 212 242 8074 .. e-mail: peggy313@aol.com ADD 2X4 TO OBTAIN (3)-2X4 Z j JACK STUDS TO FLOOR z BE U w 12 16' P E p o EW R R 1 RS o O g E 1NG OOF F O Xis o' z Z z L W '-'-' NE COL MN ELO LSL IX4,I YP. - 3)-2X4 CO UMN I NEW STAIRWELL ELO ...................... . ......... — iv 3 NEW HE DE WJ )ISTSLEVEL E LL 17 ( )- 1 2 / I . .. I ' 2-2 12 EXISTING CHIMNEY CHASE NEW 2X12 @16"O.C. FILLING NEW LOAD BEARING PARTITION BELOW 10, EXISTING STAIRWELL ALIGN JOISTS AND STUDS NEW 2-2X12 STAIRWELL I REINFORCEMENT - I 2x12 RIDGE BOARD A LOCATION TO B.7 ASSUMED EXISTING rn MATCH EXISTING DORMER X X m STAIRWELL REINFORCEMENT ?< X8 @16"O.C. M v�� oo co LSL 4X4 C O UMN P mp O cU ASSUMED EXISTING U BELOW ----- — rn x , N N p REINFORCED JOIST O No. Description Date A �'00 � eN— NC4 N� J J Ur w O� z U z cn w EXISTING ROOF BELOW EXISTING o O 2 w F' Q ROOF LSL 4X4 ¢ U) X— uJ 0 COLUKAN = I W O w = BELOW BELOW �6 � F COLUMNBLOW ............................. .......... ......................... ....................... .......... .............. _ _ _ NEW LSL 4X4 COLUMN (3)-2x4 _ BELOW 2 — -- — I � I I I I I NEW HEADER BELOW JOISTS LEVEL 2 LVL 1 3/4"X 7 1/4" NEW ROOF NEW SKYLIGHT ( )- 2X8 EXISTING RAFTERS OPENING z I BELOW RON OOF EXISTING U ( I I 2X8 EXISTING RAFTERS w o � � LL O G 1 I�, x\ I 2 — — — — ---- -.... ..................... _......-..................................................................................-............................ ......... — �16, 2X1 FR Z EXISTING � O N W SKYLIGHT EXISTING ROOF BELOW. -.................- --- -------- c� -I ARC'S' 1 �f �OF N . g C D Second Floor Framing 2 Roof Framin 18" = 1 - PROJECT:SCHWAR iT Z Residence 2FL & Roof Decking Layouts Project number 1054 Date 6/4/11 Drawn by HA Checked by Checker v `; . 03 a N 7t Scale As indicated A 24'-61/2" B.7 A 13.7 i-----------------i studio a/b architects _ 2FL BATHROOM 2 I 2' VIEW y0 -2 CONNECT TO EXISTINdG � L R ) tj��RAF? THRRU Roo!`7' I 3"VENT NSION I E »: :: ji.:... 11901 .. 0 N L�. - - - - - - --- - — f ;;- I �.;� r -- i I '.:.,I . �...,.. i 651 West Main Street, —�.; `� A i I i 631e591a2402 ----� N I 6 FT WALL MOUNf f" O I I j- j i 631 3231426 I b I i EXISTING info@studioabarchitects.com CONVEC < I iv HEATER I I� EXISTING .......:. .. . I? n REPLACING AT i 1 LAVATORY - 1 ,;TOR4' I r` PL CING TUB 1 W,.. BASEBOARD HOT - I I' I �,„, NCI VENT WITH SHOWER I I Slnt?.,L.IZ bdL I Ll.t%FiT'rJ �Y :Vitt:; TUI13' WATER HEATING I jam;---�----i ?I IRU F?OO i -- ---i--i i 2"VEP�'"s Owner: RADIATOR,TYP. -- 3"VENT STA K 3 FT 2€ L,, i i I I i I I i I i I I i ExTEr3€ON rlr2U I I ' I I I I I I I ; ; ROr° William and Peggy Schwartz 3 FT 1 I I I r— ..... I I I 3218 Little Neck Road 3 I r I - 3 - - - - - -- r-- --LAVATORY-�--- i L--' --------------J j LAVATOt„� Cutchogue, NY 11935 - i wWC 212 24 CLOTH ` e-mail: peggy3l3@aol.com r...... _. I i 4�j��S€�� hrt I-HE 1 ---r--� - I. Pe99y313@a I I CONNECT TO / . I 1 I i 1 1 I ?H tir;f� EXISTING HOT I " ST FL + - N WATER HEATING - S'YSTEM I i T eft E I TO EXISTING I t £ TRAP I I BATHROOM1 i r I ?A,. ..,. ...V T / - — - - - - - - - — - - - - - - - 2 _ _� 11 i�/..;,,,, - - ....... _. � ... .... ..............- ...... '."." - 1 n Waste Riser Diagram ---- SPLIT SYSTEM AC OUTDOOR UNIT I I I v NOT TO SCALE INTERIOR UNIT,TYP. I I I I ( I I I 33'-2 1/2"+/- 6'- 1"+/- EXISTIN(G PLUMBING SYSTEM TO REMAIN B C D B C D Second Floor HVAC Layout Second Floor Plumbing Layout 1. off SPLIT SYSTEM AC OUTDOOR UNIT, No. Description Date __________ TYP. RELOCATE NEW COLD AND HOT A 6,7 INTERIOR UNIT,TYP. A EXISTING WENT 6.7 WATER TO 2FL -- AS REQUIRED NEW WASTE FR M 2FL MASTER BATH ROOM r, f o_ _ � Ir _rr '� EXISTING CONNECT TO CV I € EXISTING -- MECHANICAL AND PLUMBING NOTES: � I I ti I I 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. . .. .... ... c\ I I 2 --- rrrrrrrrrrr:. ORDINATE THE WORK WITH THE REQUIREMENTSF A TURAL DRAWINGS FOR DIMENSIONS,• I S, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACCONDITIONS. WHERE 0 I HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE i I �.:................ _..:.._.........:.....:.:........::.: ..:..: .:. ....... PROCEEDING WITH INSTALLATION. - - -`� - 3. IF DIRECTED BY THE ARCHITECT MAKE MINOR MODIFICATIONS IN TH 7 .... . ...... .... ...... 3 C E LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK F OTHER TRADE OR FOR PROPER EXEC UTION UTION OF THE WORK I 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, ....:::: ... STATE,COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL HOT WATER i EXISTING PLUMBING SYSTEM TO REMAIN BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; iv HEATING FLOOR BOX,TYP. I EXCEPT REPLACING EXISTING TUB COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH I': I WITH SHOWER OCCUPATIONAL SAFETY AND HEALTH ACT OSHA REQUIREMENTS. (OSHA) o i 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE a, I COMPLETION OF THE WORK. € 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. CONNECT TO 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES,OR E)XISTING ) I € EXISTING HOT WATER W/ASTE FROM 2FL WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, HEATING SYSTEM (ASSUMED ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLEIBEFORE ................... ... ..... ........ . .................... .... ....., COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE — _ ........ _:::.. . - CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 2. � . O 8 CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE ,I (: � EXISTING WASTE MAIN I J SUBMISSION OF A BID PROPOSAL. f (LOCATIOIN ASSUMED) 9 . THE HVAC v i "'_= ADJUSTMENT FOR THEOR SHALL P OPOSEDOPT CONFIGUTING RATIONATING SYSTEM AND PROVIDE NECESSARY -i , 10 THE HVAC CONTRACTOR HALL EVAL UATE LUATE THE EXISTING HEATING € ..............:...:............ ___- _-__-_ ,-l____--__-__- ______-'___;_-__ ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE.STEM CAPACITY; OTIFYrti. V2 SYSTEM,AND EXTENSION OF EXISTING I 11. PROPOSE SPLIT AC SY , ` .y .. THE HVAC CONTRACTOR SHALL DESIGN AND PR M A 12. THE HVAC CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL INFORMATION INCLUDING THE t- HOT WATER HEATING SYSTEM FOR APPROVAL. <: POWDER ROOM . y i WIRING DIAGRAMS FOR THE ELECTRICAL CONTRACTOR I , I I VCJJ +} - 13. THE PLUMBING CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND 1 >_..._. . .......:::............... ....-...............: .... ...........-;'. :.........................::::..---`:`.`....... . . ....:_:.�..:�-� .. ........... . ... .. _.. RECONNECT EXISTING VENTS,CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED U,�' EQUIPMENT TO WATER,WASTE LINES,VENTS, DUCTS,AND LIKE. �O�� I I KITCHEN LAUNDRY I 14. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER.oe 7'-0"+/- 33'-2 1/2"+/- 6'- 1^+/- 15. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE,AND WITH MANUALS;ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. KICK PLACE MOUNT D 16. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. B FAN CONVECTION HEATER B C D 17. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. WALL MOUNT 18. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE First Floor HVAC Layout FAN CONVECTION HEATER ,� First Floor Plumbing Layout _ CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 11-011 NOTE: PROJECT: HVAC SYSTEMS INDICATED ON THE DRAWINGS ARE ^ �` - ,�� SCHEMATIC.THE CONTRACTOR SHALL EVALUATE ALL (V" �N/\V/ EXISTING SYSTEMS AND PROPOSE NEW,ADDITION TO AND MODIFICATIONS OF SYSTEMS. Residence Plumbing Fixture Schedule Plumbing Fixture Schedule # Room Fixture Type Product Finish2 Note # Room Fixture Type Product T Finish2 Note 1 Powder Room Lavatory Sink Lacava (www.lacava.com)Luce Lavatory#5101 White w/Vanity cabinet. See Built-in Schedule 13 2FL Bathroom Lavatory Sink existing HVAC and Plumbing 2 Powder Room Lavatory Sink Faucetl Kohler Symbol Lavatory Faucet K-19480 or, Hansgrohe Axor Terrano Single-Hole Faucet Chrome 14 2FL Bathroom Lavatory Sink Faucet existing I 37001821 15 2FL Bathroom Toilet existing Layouts 3 Powder Room Toilet Duravit US Toilets#d19054,or TOTO Aqua Flush Dual Toilet#CST414M White 16 2FL Bathroom Tub existing 4 Powder Room Shower Head Hansgrohe Raindance E 150 AIR Green 1-Jet Showerhead,or Kohler Purist 1.75gpm Brushed Nickel,or Chrome 17 2FL Bathroom Tub faucet existing K997,or Moen 8"Two Function EnviTm Eco-Performance Rainshower Models: 6350 Series 18 Kitchen Kitchen sink TBD 5 Powder Room Shower Valve Hansgrohe Axor Citterio Trim, Ecostat Thermostatic Mixer 39384821 Brushed Nickel,or Chrome 19 Kitchen Kitchen faucet TBD 6 Powder Room Built-in shower pan Barrier Free#3060LBF by Tile Redi (www.tileredi.com)or equal Liquid apply waterproofing: KBRS 20 2FL Bathroom 2 Lavatory Sink Lacava (www.lacava.com) Luce Lavatory#5101 White w/Vanity cabinet. See Built-in Schedule (www.showerbase.com)Shower Seal, or equal - Project number 1054 21 2FL Bathroom 2 Lavatory Sink Faucet Kohler Symbol Lavatory Faucet K-19480 or, Hansgrohe Axor Terrano Single-Hole Faucet Chrome 7 Master Bathroom Lavatory Sink existing __ _ 37001821 Date 6/4/11 8 Master Bathroom Lavatory Sink Faucet: existing 22 2FL Bathroom 2 IToilet Duravit US Toilets#d19054, or TOTO Aqua Flush Dual Toilet#CST414M White 9 Master Bathroom Toilet existing Drawn by HA 23 2FL Bathroom 2 Shower Head Hansgrohe Raindance E 150 AIR Green 1-Jet Showerhead, or Kohler Purist 1.75gpm Brushed Nickel,or Chrome 10 Master Bathroom Shower Head Hansgrohe Raindance E 150 AIR Green 1-Jet Showerhead,or Kohler Purist 1.75gpm Brushed Nickel,or Chrome K997,or Moen 8"Two Function EnviTm Eco-Performance Rainshower Models: 6350 Series a- Checked by GB K997,or Moen 8"Two Function EnviTm Eco-Performance Rainshower Models:6350 Series rn 24 2FL Bathroom 2 Shower Valve Hansgrohe Axor Citterio Trim, Ecostat Thermostatic Mixer 39384821 Brushed Nickel,or Chrome o 11 Master Bathroom Shower Valve Hansgrohe Axor Citterio Trim, Ecostat Thermostatic Mixer 39384821 Brushed Nickel,or Chrome 25 12FL Bathroom 2 Shower Pan Duravit D-Code#720065 White ■ ® � v 12 IMasterBathroom Built-in shower pan Tile Redi#3060LBF(www.tileredi.com), or equal Liquid apply waterproofing: KBRS Cl)i (www.showerbase.com)Shower Seal,or equal o N Scale As indicated A B.7 EXISTING ELECTRICAL AC UNIT A B.7 studio a/b architects SYSTEM TO REMAIN 651 West Main Street, — — --- -- A UNIT. I EXi _... I Riverhead, NY 11901 631 591 2402 631 3231426. info@stud•oabarchite cts.comI 4 I € . H � s€: AC UNIT G..:..�; ...........>:.;:.........:.....< :::.....:. E IS € G LI HTIN Owner: I I I I EXIISTING H I I LI HTING William and Peggy Schwartz : 3218 Little Neck Road . . ..:........ EXT DIM A� _ L L L DIM I Cutchogue, NY 11935 H O i ..... ....... .. - - DIM :: _. .... .... .. . . �.. .....i., ....—ti �..............................�:::...:::::::::::...... — — Phone: 212 242 8074 e-mail: peggy3l3@aol.com 1 —fibL... I I Pe99Y3 3@a J ...,.: ,......... ........_ CI - ` EXT :.......... .::..::::::::»:::... ..... ..... 3 ALL EXISTING ELECTRICAL SYSTEM TO REMAIN AC UNIT I I I I I I I I EXISTING IN. WALL SHELF i C C C c c c c c 0 QD J IM � 3 EX �E) 2 2 - - �:... ............ . ...... :. ..: .......:..:....::._......:..:... : 17(3 3 I � DIM : : I I i I ®A_ A EXISTING ELECTRICAL AC NIT SYSTEM TO _ REMAIN G G ... A A A A B DIM E ,� E ; K 1 I I DW A I I �- 1 - - } FAM HEATER — I FAN HEATIER I I I I I I I RANGE AC UNIT RANGE HOOD DW — REFRIGERATOR I— CLOTH WA HER FREEZER DRYER FAN IN;SKYLIGHT B p A B HEATER WELL D B D ABOVE COUNTER Basement Electrical Layout First Floor Electrical La out n Second Floor Electrical Layout 1 1/8' = 1'-0" 2 No. Description Date Lighting Fixture Schedule Lighting Fixture # Lighting Fixture Type Product Finish Lamp Note LEGEND A Ceiling surface mount fixture, ,JUNO CYLINDRA""'15W LED,T251LED-27K-FL-WH white LED Flood, 2700K www.junolightinggroup.com O CEILING RECESSED MOUNT LIGHTING FIXTURE - Track head on monopoint • CEILING SURFACE MOUNT LIGHTING FIXTURE B Wall surface mount fixture, ,JUNO CYLINDRATM115W LED,T251 LED-27K-FL-WH white LED Flood,2700K 1-0 WALL MOUNT LIGHTING FIXTURE Track head on monopoint LIGHTING TRACK AND FIXTURE C Track light:head on track ,JUNO CYLINDRATM'15W LED,T251LED-27K-FL-WH white LED Flood, 2700K $ SINGLE POLE SWITCH D Under Cabinet Light, 30" )WAC BA-LED10 white LED 10x1 W, 3000K WAC:www.waclighting.com $ THREE WAY SWITCH E Under Cabinet Light,24" )WAC BA-LED8 white LED 8x1 W, 3000K 3 F Ceiling recessed shower light =AC HR-LED 431,w/IC housing white LED, 3000K SINGLE POLE SWITCH W/DIMMER DIM DUPLEX RECEPTACLE G Wall mount wet location fixture ILightolier Opalex 6776 A19 75W -@G DUPLEX RECEPTACLE PROTECTED BY H Fluorescent ceiling light IHALO H2451 22W circle fluorescent www.cooperlighting.com GROUND CIRCUIT FAULT INTERRUPTER J Exterior wall mount fixture :SHAPER 682-WP natural bronze(NBZ) (2)-42W(GX24q-4)triple CFL www.cooperlighting.com K Ceiling recessed light for WAC HR-LED431 w/Non-IC housing white 6 LEDs 18W,3000K �E,R EXTERIOR DUPLEX RECEPTACLE damp location SPECIAL PURPOSE OUTLET L Ceiling Recessed Multi Spot WAC MT-LED118-WT white 1x6 LED, 3000K, Flood ® FLOOR DUPLEX RECEPTACLE OUTLET M Wall through Fan IPanasonic FV-08WQ1 WhisperWallTm 70 CFM Wall white www2.panasonic.com ❑s CEILING MOUNT SMOKE ALARM SYSTEM DEVICE (Mounted Fan �fl WALL MOUNT CO ALARM SYSTEM DEVICE {� TELEVISION OUTLET 44 TELEPHONE OUTLET VOICE,DATA -O FAN OUTLET d BUZZER x ,DSO ARC G/><C_1 ELECTRICAL NOTES: v •` , 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO - � n PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. ,.„ ; +' 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES,CODES AND REQUIREMENTS. 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL,ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL LOCAL,STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR PROJECT: WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, � �� ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. Residence 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL;OTHERWISE,ALL ��++ EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 'ectrl ca Layouts 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM,AS REQUIRED,COMPLYING WITH ALL APPLICABLE CODES. 14. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI.), UNLESS OTHERWISE NOTED. 15. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 16. BEFORE THE ROUGH WIRING,SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL LIGHTING AND Project number 1054 OUTLET LOCATIONS WITH ARCHITECT AND OWNER. 17. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. Date 6/4/11 18. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED EDGE Drawn by HA OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. Checked by GB 21. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE 00 CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. E . 01 M 0 Q 7� Scale As indicated