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HomeMy WebLinkAbout36940-Z •s'�SUFFot y Town of Southold Annex 1/3/2013 �4�0 cps P.O.Box 1179 co54375 Main Road oy • O�•c ft? Southold,New York 11971 .t CERTIFICATE OF OCCUPANCY No: 36099 Date: 1/3/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 210 Bridle Ct, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 102.-8-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/12/2012 pursuant to which Building Permit No. 36940 dated 1/20/2012 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 2 Car Garage, Mud Room, Covered Porch, Bath, Laundry, as applied for. The certificate is issued to Brisotti,John&Brisotti,Maureen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36940 1/2/13 PLUMBERS CERTIFICATION DATED 1/2/13 George Berry Jr /OthoAzed"Signature TOWN OF SOUTHOLD 4�SnfFoc�-co . 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 #: 36940 Date: 1/20/2012 Permission is hereby granted to: Brisotti, John & Brisotti, Maureen 210 Bridle Ct Cutchogue, NY 11935 To: Additions &Alterations to a Single Family Dwelling; 2 Car Garage, Mud Room, Covered Porch, Bath, Laundry, as applied for. At premises located at: 210 Bridle Ct, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-19 Pursuant to application dated 1/12/2012 and approved by the Building Inspector. To expire on 7/21/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $626.00 Total: $676.00 Buil ng 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: l. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and ".pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and,unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. . Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date._] ' New Construction: Old or Pre-existing Building: (check one) --- . Location of Property 1 rnato6oe House No. Street Hamlet Owner or Owners of Property 0J I V� ��—�1 `iSol- Suffolk County Tax Map No 1000, Section Block Lot gulidivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $�. ( Applican ignature o��oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(ab-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Brisotti Address: 210 Bridle Ct City: Cutchogue St: NY Zip: 11935 Building Permit#: 36940 Section: 102 Block: 8 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan Notes: Inspector Signature: Date: Jan 2 2013 81-Cert Electrical Compliance Form.xls i FOJ&�o 0 0 v • Fax(631)765-9502 Town Hall,53095 Main Road A P.O.Box 1179 ��Ol �aA� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. - �C1 "A Owner: (please print) Plumber: ✓ (please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VICKIL.LOPER Notary Public,State•of New York No.011.06070081 Qualified in Suffolk County Commission-Expires Vumbers Si e) Sworn to before me this day of 20 " ` V=L.LOPER ` Notary Public,State of New York bak No O1L06070081 Commiss .ion Exp yes alitia in SuffolkCouMy Notary Public, County pf SOUTy� o�'YCO�y,O� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND [ ] INSULATION' [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGHS [ ] ELECTRICAL (FINAL) REMARKS: ZZ DATE INSPECTOR OF SOpT�,o� 71FO '� # ��y00UNTV,N� TOWN OF SOUTHOLD BUILDING:DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION XFRAMING4]!qRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N , ­ ] FOUND ON 1ST [ OUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION.. [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR OF SOpr�o� � holy UMY,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR` � col • i� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .. . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SA INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ` DATE � la2� SPECTOR o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ =LBG. FOUNDATION 2ND [ ON [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R ] ELECTRICAL (FINAL) REMARKS: (ROUGH) � C DATE INSPECTOR OF SOpT�olo • ao OOUHiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND N 1ST [ ] ROUGH PLBG. f [ ] F NDATION 2ND [ ] INSULATION 160 [: FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO [ ] ELECTRICAL (FINAL) REMARKS: UGH c A�IX4 ZL4;� r-j p;w -` F v DATE INSPECTOR OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [[ ATION 1ST R I.BG. ATION 2ND INSULATION G/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - �i�� �� c�� DATE INSPECTOR OF SOUTyOIo W G Q Commil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION $�LELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). REMARKS: DATE f �� INSPECTOR _ ' 3 oFso�,yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC _ INAL) REMA KS: rly\�-w i /Z) DATE INSPECTOR �O��pf SOUT�OIG -36? TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' '. , [ ] FOUNDATION 1 ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING/STRAPPING [ L FI1� [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) r ] ELECTRICAL (FINAL) REMARKS:. -7j r DATE h INSPECTOR J souryolo • ao cOUHi'l,N TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION. '. . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) � LECTRICAL (FINAL) REMARKS: DATE v INSPECTOR i " IWAVY WAI ROUGH FRAAnNC PLUMBING WFA 1INSUL ATION STATE ENERGY C' ODE l- Aiy� y•s wo v r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 too / 1 o Check Septic Form N.Y.S.D.E.C. Trustees _ Flood Permit Examined ,20 Storm-Water Assessment Form j Contact: Approved 1 — P.0 ,20 I� Mail to: ram/ Phone: Expiration / '— �" , QBuilding Inspector J AN 1 2 2012 PPLICATION FOR BUILDING PERMIT BLDG.DEP1. Date lNY 1 ' 20 y 10WN OF SODIHDLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i a of applicant or name,if a corporation) �© wx ib FT- N y J1 ailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises— f�� �l/J � � Mlso]f (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer)'- Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Z-I 0 5II b L L�l Go uP-IT GU7_61M6 0 i House Number Street Hamlet Q County Tax Map No. 1000 Section 1`�2 Block 9) Lot I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost _ © , �'0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear . Depth Height Number of Stories 8. Dimensions o e ire new construction: Front cJ Rear Z6 Depth Height I Number of Stories 9. Size of lot: Front A Rear Depth (� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1�' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO 11'�Will excess fill be removed from premises? YES NO �N' dd wmw&Q iS ZO bF1%e eZ Phone No. lb4 14. Names of Owner of premises ddress Name of Architect hr,2 V L:-,'� Address N bOX W'� 61WV il✓No A-+--T �✓6 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_L,.-' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOie��— * IF YES, PROVIDE A COPY. CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Sworn to before me t 's day o 20 aVIVA-., 6 Notary Public S gnature of Applicant Town of Southold: Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ! o I PROPERTY LOCATION: S.C-T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 01 ' STORM-WATER,GRADING,DRAINAGE AND EROSION C NTROL PLAN -District Section s�oc cT CERTIFIED BY A DESIGN PROFESSIO AL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? � Will this Project Retain All Storm-Water Run-Off(Induce Total Area of all Parcels located within 2 Generated by a Two(21 Inch Rainfall on Site? the Scope of Work for Proposed Construction) ❑ b. What is the Total Area of Land Clearirl (sF'/A�s) (This•item will include anion-off created by site 9 clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? sF.rAkres) impervious surfaces.) • ( PROVIDE BRIEF PROjECr DE3CRII oisi (Provide Additional Pages as ) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This — Item-shall Include all Proposed Grade Changes and • I Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion cont and sediment control practices that will be used to I a�� control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. eI Will this;Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards F] / . v of Material within any Parcel? Will this Application Require Land Disturbing Activities / "'- Encompassing an Area in Excess of Five Thousand n F/ (51000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or- Submission of a SWPPP is required for all Construction activities involving sod -Beach? I disturbances of one(1)or more acres; including disturbances of less than one acre that .7 W)II there be Site preparation on Existing Grade Slopes I are part of larger common plan that will ultimately disturb one more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to D- including Coo nstruction activities involving sot disturbances of lesss than one(1)acre where One Hundred(100')of Horizontal Distance? i• the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Wil1'Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10401.) Surfaces he Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shall ire into and/or in the direction of a Town right-of-way? ` submitted to the Department prior to the commencement of construction activity. El 2.The SWPPP shall describe the erosion and sediment control practices and where g Will this Project Require the Placement of Material. i required,post-construction storm water management practices that will be used and/or Removal of Vegetation-and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addrTbn,the SWPPP shall Area?(This Item will NOT Includo tM mstaiiado identify.potential sources of pollution which may reasonably be expected to affect the Driveway 4rons•) F] quality of storm water discharges. NOTE: If Any Answer to Quesdons.One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction sfte disturbance is between 5,000 SF:&i Acre in area, ! component shag be prepared by a qualified Design Professional Licensed in New York a Storm-Water.,Grading,Drainage 3 Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building PermrT- (NOTE A Check Made(.f)andformm"far each Question is Required for a Complete Apprkabon) STATE OF NEW YOItK, Notary Public,State of New York COUNTY OF SS No.01 BU6185050 Qualified in Suffolk County 7fiatI, o ro Sion Ire%A dl 14 01 .................................................................... says L p �^ (Name of Individual signing Doa,menq. •• •being duly sworn,deposes and sa t s e is a app cant for 15ernvt, And that he/she is the ............................................. (ovine-Coritracior A9erd.Corperaie of icer etGj............................................................. Owner and/or representative of the 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 herewith• Sworn to before me this- �..........._...............................day`o .. . ..... - 20... NotaryPublic: .................................................. �l/1: ..................... .........A.... ... .......................... (Si of Applicant) FORM - 06/10 I T�walYli� � Ti#e�i�■e ill�i/11� 3f�►3�ii�i �r ro:Sm 1179 ,(5 BITIMING DEPARTMENT TOWN OT SO T!HOM eP TICaN�,F0 gLECT!3[ AL 11V aPECT10N fREQMWED BY: J �� c_ Bate:Wytee: :nee No..": pt ph"Na.- 73CIS' �D JOSSITE.INFORMATION: (*Indicates'required inform®tionf *t�en►e: J S d l 1 •Addrlm: ,,cross samt if -Phone No.: Pit No.: 3 ,f Tare www fluff: 1000 Sedlon: Block: _, Lot: 'BRIEF DEWAIPTION OF WORK (Please Print Clearly) c c .�. (Plwao CWde AN That Apply) It fob goody W k spet*otr Y£S 1 %0 �io Hti Flna1 *Dn.reed a temp comfi oe: YES :,$ervtae;Shte 1 Phas®, 3Phase 100 150 200 300 350 400 Other New Senvloe.. . Rs-connect UniffirlamiM WitsW of Miters chenee of Service Overhead AddMonal Infam Wm. s�-Aeque�t Ibr hmpscYa�n Fam► B. P. # 3 6 7 T 'o BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: HA_P Date Reviewed: 4. y -1 d, Applicant: Owner: _ L- Archite.ct/Engineer: Estimated Cost: To SCTM# 1000 - 10 g — 1 Subdivision: Zone: Conforming? Property Address: C 0 City: Pre CDs? Building Permits (Open/Expired): BP — -Z/GO Z- ,Info: BP -Z/C/o Z_ ,Info: BP -Z/C/o Z- , Info: B -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o N Determination: �T�RM�/l1T�rZ: R.ttN 4,I=F: REQ. Lot Size: 4F 6 �� ACT. Lot Size: `tO 4:� REQ. Lot Cov. 07o ACT., Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. H i ht 3 5/ ACT. Height R E dt, *TH SI DES A Cti T c ^ , Proje criptio Des n: �- _- ce Waterfront. Y o(N) Ft-Q- If yes, water bod �- Panel# `—Flood Zone: Vulkhe %Bluff Distance: � ADDITIONAL APPROVALS REQUIRED QLRN S ��� SIGNED, SFrILED �"' '.' S'iTE PLR Suffolk County Health: Y org- If yes, *Bed#: *Date: _/_/ *Permit#: Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y o&_ Date: / /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y pig- Date: / /_ Permit#: or NJ Letter=Notes: Southold ZBA: Y o6- Date: / / Permit#: -Notes: Southold Planning: Y o Ig- Date: `/ / Permit#: -Notes: Town Landmark C of A: Y oiGDTE: _/ / *NYS CODE-Compliance(page 2): Y or N C0NTK4CT,09 110ENSt AISfFBJLITY I-IAB11,1T 1Alo�J�/yENS coMPeW,54Tton/ Notes: z. a Fee Structure: Calculation: Foundation: SF _ X $ , ' 00 First Floor: �D 6.S� SF + Initial Fee: $ �-0 0 + O 0 Second Floor: SF +Additional Fee ( ,: $ Other: _SF SF X$ . =$ Total: 6S__SF +Initial Fee: $ + Additional Fee ( ): $ C of o FEE) � '5-0,00 AS BUILT FEE TOTAL: $ } NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:2C Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGAWME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS- Y/N EGRESS S.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ,.ENERGY CALCS: Y/N (R€SCHECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) M E R Y L K R A M E R a r c h i t e c t Ms. Pat Conklin Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 January 5,2012E,,:.: RE: Brisotti Residence Tax Map# 1000-102-8-19 Dear Pat, Attached please find three sets of drawings,completed building permit application and a check for$250 for the above project. Please let me know if you require further documentation regarding this permit application. Best Regards, Me"KramA, LEED AP Encl. Cc:John and Maureen Brisotti 218 FRONT STREET P.O. BOX 683 GREENPORT, NY 11944 631.477-6736 WWW.MKARCHITECT.COM �o��pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y�DUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 21, 2012 John Brisotti 210 Bridle Ct Cutchogue, NY 11935 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. Final inspection by Building Dept BUILDING PERMIT : 36940 —Addition/Alterations ABBREVIATIONS SITE DATA inside Diameter y� N ���SXL R. nC SCTM# 1000-102-0849 nc u e nc u In Above InIS e I in n orma Ion PROPERTYADDRESS BRIDLE COURT,CUTCHOUGE,NY Above a Floor - merican ns l u e o Irc i ecInsulate, nsu a Ion _ merican ns l u e o ec rica n ineers n error NOW OR FORMERLY LONG ISLAND I ' Y Ai EL merlC7�n is I LJ e O ee ons ruc lon enwa OWNER JOHN P. BRISOTTI & MAUREEN D.BRISOTTIAISQ VINEYARDS, INC. 0?q8` AL, ALUM. uminIM OF' erna a LAV. LavatorvSITE-48145 SF. YOB AM P. m erE; OUn LOT COVERAGE EXIST.HO E 00SF. ST.STAIRS-33 SF. ARCH. — rc l ec hear American OCIe O Heating,in a rl era IOn I NEW BREEZEWAY-121 SF. DATE /OF ISSUE ASHRAL Ir on I Ionln n IlneerS anU aC Ure NEW GARAGE-864SF. 12/13/2011F0RPERMIT merican ocle 0 Mechanical EngineersMaterial . LOT COVERAGE 5.sa% merlcan OCIe or es inMaterials maximum ZONING R-40 1313. Board Mechanical OCmezzanineMLLL YOUNG AND YOUNG -MinimumMIN SURVEYOR LOT 21 Beam I�rS Miscellaneous 400 OSTRANDER AVENUE RIVERHEAD, NY Bottom I MIL Metal MARCH 19,19$5 LOT 22 rl iS erma nl O Cabinet National eC rica 0 e BUILDING HEIGHT ALLOWABLE- 35 FEET AREA=48145 S.F. el In National eC rica anu aC UrerSAssoc. eramic o In Contract CFM Cubic -ee er Inu a Number ENERGY CODE BUILDING EXCEEDS MIN.REQUIREMENTS SET FORTH BY N.Y. en er me Not I 0 Ca a STATE RESIDENTIAL BUILDING CODE-SEE ATTACHED REPORT Closet --Overall earOverall Dimension DESIGN CRITERIA TYPE OF CONSTRUCTION-WOOD PLATFORM FRAMING o um O.C. Un Center U SI a Diameter Construction -DOUGLAS FIR#2 onruc lon a Pounds fie U IC o0 SNOW LOAD-45 PSF. CON F. on Inuous PERP. Perpendicular FIRST FLOOR- LL40 PSF. OVerlIn Phase SECOND FLOOR-LL 30 PSF. en er PL. illateWIND SPEED-120 MPH. U IC Tee t FL. LAM FlIastIC Larrinate FROST LINE DEPTH- 36" CU IN U IC I PLMb u m In SEISMIC ZONE-B —Cubic ar 00 WEATHERING-SEVERE vu Depthane TERMITE DAMAGE-MODERATE/HEAVY DBL OU e Polished DECAY-MOD/H'VY e a tmen oun S Der Square Foot ICE SHIELD UNDERLAYMENT REQUIRED ET. DTL Detail PSIoun s pei Square I rich lame er Faintecl la Ona air si ?? imenon aalus ooa az01 DN ownc REF e rl era or rw . RE D Require ecr'Eltica i I I •� EXIST.2 STORY Engineer Ilar FRAME HOUSE ua Equipment Electric water Cooler EXHx aus xis ICI EXIJ9. ose ,� a EXIST. STOOP TO BE Finish— nps , EL=29.T' a REMOVED tL_ Too $ PROPOSED004� sT lre roo 35 27, BREEZEWAY Ix ure -fla 46' 0o in LL a uj4e, C.P. Gallon VOL, VnIume r a vanize e_ GG -Ge—neir—al Contractor w With 1 sum a oar s SITE PLAN �`'3? z HDWR ar ware WD nod z 0 0 w \N Metal 1"=20' ?s.zs. orizon a 30'w O ® 0 our o a er LOT 24 _ 6 z I _ I ry � LU U SYMBOLS LEGEND LOT 23 DESCRIPTION SYMBOL DESCRIPTION ELE�+•�` I�► L PLElj'�c3`Fi C"��'3TlFlCATlON SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL CAN LEAD COAVTENT BEFORE INSPECTION R7 � Mrs-[-RT IFICATE(OF OCCUPANCY SECTION SYMBOL 1 •_ SECTION NUMBEIR r,, , ® SOLDER USED !N WATER FINISH WOOD INSULATED WALL PLUMINIG SUPPLY SYSTEM CAN 5.10 , _SHEET NUMBER EQUIPMENT NUMBER GYPSUM WALL BOARD �` t �' � �NQT ALL PLUMBING WASTE EXCEED 2/10 OF 1% LEAS). WATEA LINES NEED ELEVATION SYMBOL `�°' TESTNG EFORE COVERI`IS 2 --ELEVATION NUMBER 0 METAL ® PLYWOOD(LARGE SCALE) RETA5 PURSUANT STORM TO CHAPTER RUNOFF A2.0 ----SHEET NUMBER REVISION SYMBOL 0 36 � � `*py �� OF THE TOWN CODE. DETAIL FLAG SYMBOL •.t 15 U � _ P`"`LOVED AS NOTED IP�I� A� ��UL 1 --DETAIL NUMBER O WINDOW .� CONCRETE(SECTION) L"a� s.1 —SHEET NUMBER NEW WALL FRAMI j \'f DATE I' 'IB.P. # 6q 3" No. 8 SCREWS 12"OC LIGHT WOOD-FRAME WALL ,�f' '�` /u�� ` `"? ` �� �BY ROUGH WOOD BLOCKING N _) !FY BUILDING DEPARTMENT AT COLUMN LINE 101 DOOR NUMBER ® SECTION) `./ 76�-1802 8 AM TO .4 PM FOR THE EXISTING Wp,LL WASHER(TYP.) F0LL0'A!NG INSPECTIONS: WOOD BLOCKING ————— _ 1. FOB-INCAT!E -TVVfONIC REQUIRED a- V.'I�TI-i r"-�LL CODES OF F UE� POURED CONICRETE w ELEVATION MARK 30-- PARTITION TYPE ® —— �2" PLYWOOD NEW YO�'It STATE & TOWN CODES 2 1RhPPING ELECTRICAL CAULKING z m _H-FRAMING,PLUMBING, (SECTION) DEMOLISH WALL ' ' CL --- AS REQUIRED; -G8�!D4Ti0s-0F M 3 INSULATION ° Li GLASS4 FINAL-CONSTRUCTIION &ELECTRICAL " SD�a OTC LDTOWN ZBA MUST BE COMPLETE FOR C.O. • A SOUTHOLD NNING BOARD ALL CONSTRUCTION SHALL MEET THE x • ' ,w REQUIREMENTS OF THE CODES OF NEW PLASTIC-COATED PERMANENT SOUIK-� '`.'YNTI '�� `S YORK STATE. NOT RESPONSIBLE FOR WOOD SCREW ANCHORS Dr_O DESIGN OR CONSTRUCTIION ERRORS. >- •- GLASS re F a ,a a �a 1/2" PLYWOOD w 00 d PROVIDE 8d COMMON NAILS @ 4" O.C. AT HIGH FRAMING SE DRAWING LIST PRESSURE ZONE- 6" O.C. AT ALL OTHER PORTIONS DETAIL _ OF ROOF TYPICAL. WASHER(TYP.) SHEET NO DRAWING TITLE DATE Al SITE PLAN, GENERAL INFORMATION MM.DD.YYYY s, ' PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER f //-3" No. 8 SCREWS 12"OC A2 GENERAL NOTES MM.DD.YYYY INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE PLYWOOD OPENINGS PROTECTION; A3 PLAN REFLECTED CEILING PLAN PLAN DETAILS MM.DD.YYYY I THICKNESS DEPENDS ON WINDOW A4 EXTERIOR ELEVATIONS MM.DD.YYYY ZONES. OPENING WIDTH(I) siMPsoN A5 BUILDINGS SECTIONS SECTION DETAILS MM.DD.YYYY :::: LSTA36STRAP h A6 INTERIOR ELEVATIONS MM.DD.YYYY 8 NOTE : a = 4 FT. IN ALL CASES DETAILA-TYPICALATTACHMENTOF 8 NOTE: IN LIEU OF SCREWS,LUGS WITH NUTS E1 MM.DD.YYW PLYWOOD OPENINGS PROTECTION TO ELECTRICAL PLAN,.a..:.....:. :.:..:..,..a WOOD-FRAME BUILDING AND WASHERS MAY BE USED GABLE ROOFS TYPICAL WINDOW AND DOOR HEADER 100<$< 450 ALTERNATE T0120 MPH CERTIFIED WINDOW INSTALLATION STRAPPING DETAIL EACH CORNER PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD NOT TO SCALE COMPONENT AND CLADDING PRESSURE ZONES FRAMED BUILDINGS Questions per 12/11/2011 DG review DOORS GENERAL ERED Provide all doors as shown on Plans and in Schedule. Handle,store,fit,hang,and prepare for finishing and finish as per manufacturer's directions. y GENERAL L R. Architect shall provide administration services In accordance with AIA DOCUMENT A-201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-2007 EDITION. INTERIOR DOORS c� Provide pre-hung single panel solid core,six panel panel wood doors,13/8"thick,to match existing. Pre-bore all doors and jambs as required for finish hardware.SEE DOOR f Work shall COMPLY WITH CODES and regulations of all agencies and governmental bodies having jurisdiction. SCHEDULE ON DRAWINGS �RQ Contractor shall VERIFY ALL DIMENSIONS on site prior to construction,fabrication,or ordering of prefa3bricated components,and notify Architect of any significant EXTERIOR WOOD DOORS discrepancies in dimensions or conditions which prevent execution of the work as drawn.Architect asssumes no responsibility for Information provided by others and taken to Provide and install pre-hung single panel solid core fir doors,13/4"thick door,SIMPSON#7130 or approved equal. Pre-bore all doors and jambs as required for finish 4802 be true,nor for unauthorized changes made to structure or other aspects of the Work. hardware. '9 O�NEW YDf ' Contractor shall REPLACE ANY FRAMING that Is structurally insufficient due to rot,insect infestation,etc. In the event of substantial,unforeseen damage,Contractor shall SIDELIGHTS notify the Architect,and provide an estimate to the Owner for the cost of replacement of damaged framting. Provide and install Traditional Sash sidelight with insulated glass by SIMPSON,#1705 to match existing. DATE OF ISSUE Contractor shall PROTECT ALL EXISTING CONSTRUCTION which is to remain,utilities,etc.,adjacent to idemolition during construction,maintain structural integrity of existing GARAGE DOOR 12/13/2011 FOR PERMIT construction at all times,provide shoring as required,and maintain necessary weather protection at silt times. Provide and install insulated steel overhead doors with composite trim overlay,2"thick,"Coachman Collection"Model#CG 12 with REC 13 windows by CLOPAY DOOR. Provide and Install LIFTMASTER"Elite"Series openers. Contractor shall COORDINATE WORK of all subcontractors and building trades to facilitate smooth ands timely completion of the Work. STORM DOORS Contractor shall maintain job site in CLEAN AND ORDERLY FASHION throughout construction,and sha)II dispose of all removed and left over materials. Interior shall be left Provide and install primed mahogany"Ultra Vu"combination storm/screen door by the Combination Screen Door Company. broom clean at completion of each working day. SEE DRAWINGS FOR DOOR SCHEDULE Contractor shall maintain INSURANCE including: Property Damage Liability FINISH HARDWARE Comprehensive General Liability GENERAL Contractor's Protective Liability Provide finish hardware on all doors by EMTEK or BALDWIN including:hinges,lock cylinders and keys,latch sets,bolts,weather-stripping for exterior doors,and thresholds. Contractor's Liability(Hold-Harmless) Provide passage latches on all openings,"dummy"knobs with magnetic catches at double closet doors,and privacy locks on bedroom and bathroom doors.Provide one(pair Comprehensive Automobile Liability 3'h"x 3 V2w square edged,mortised,ball bearing hinges at each door panel. Hinge finish shall match knob finish. Knob style shall be SELECTED BY THE OWNER. Allowance Contractor shall maintain at his own expense installation floater covering all materials,equipment andd supplies to be used. Such floater shall cover"all risks". shall be$125 per door. Contractor shall organize,priorto commencement of construction,a PRE-CONSTRUCTION CONFERENME to include owners,contractor,subcontractors,architect and any other INTERIOR FINISH CARPENTRY WOOD FLOORING persons deemed important to the timely completion of the work. Refinish existing wood floors.Provide and install new 4"select red oak flooring throughout remainder of house as indicated on PLANS. Provide one coat of stain and three(3) Contractor shall prepare a detailed SCHEDULE of the construction phase,including the date of commeencement for each subcontractor,and the estimated final completion coats of polyurethane. date. Contractor shall update the construction schedule each month and submit with the requisition ffor payment. INTERIOR TRIM-Existing to remain unless noted otherwise No work entailing extra cost shall be undertaken by the Contractor prior to the submission and approval of a written CHANGE WORK ORDER,which adjusts both the cost and Provide clear poplar trim by TRI-STATE,Inc.or approved equal. All wood trim shall be painted. Miter all comers,countersink and fill all nail holes,caulk all Joints and sand the schedule for the extra work to be undertaken. prior to finishing. Provide samples to owner for approval prior to purchasing materials. Base: 1x6 and 3/4"quarter round at wood floors.I x 6 elsewhere DEMOLITION Casing: 1x4 at all windows and doors Demolish portion of existing house as indicated on PLANS. Contractor shall remove and store ail items to be re-used. Place demolished or removed material in container for Window stool: 5/4"with eased edges and horns and 1x4 apron stall windows removal in approved fashion. CABINETRY Kitchen cabinetry to be provided by Owner. Contractor shall coordinate Installation with all trades. SITE WORK Contractor shall provide painted birch veneer plywood cabinetry and countertops as indicated on DRAWINGS in entry hall and laundry room. DRIVEWAY Construct new driveway as shown on SURVEY.Surface material shall be crushed bluestone on oil on FRCA blend. Provide rod and shelf at each closet. STONE WALKWAY GYPSUM DRYWALL Construct new blue stone walk to match existing set on 4"thick screening base as shown on SURVEY., Provide and install 1/2"gypsum wallboard on all interior watts and ceilings unless noted otherwise.Provide tape and three coats of compound;sand between each coat. • MASONRY/CONCRETE Shower surround shall be lined with"wonderboard.' NEW FOOTINGS Footings shalt bear on undisturbed natural granular material of 2.0 T.S.F.minimum bearing capacity.%Where noted,footing may bear on granular backfill,machine compacted TILE in layers of 12"to a minimum of 95%maximum density per ASTM D1557. After excavating to approporiate levels,notify Architect and provide ample time to review conditions Ceramic tile,porcelain the and stone the to supplied by owner.Contractor provide quantity take off after framing is complete. Contractor shall install the as per PLAINS before placing foundations.Provide fully formed footings of dimensions Indicated on drawings. and INTERIOR ELEVATIONS. Provide all materials ials necessary to complete Installation including mortar,grout,sealer,etc. Structural concrete shall have 3000 psi at 28 days minimum strength. All work shall comply with ACI:304 and other pertinent codes. All exposed concrete shall have 5%air ACCESSORIES entrainment. Deposit concrete In forms continuously to avoid horizontal layers. Consolidate concretes thoroughly around reinforcement and into comers with mechanical TOWEL BARS vibrating. install towel bars,toilet paper holders,and other bathroom accessories provided by Owner. Review locations with Architect prior to installation of drywall to ensure proper location of solid blocking. _ Concrete to be poured in ambient temperatures of 40 degrees F(+/-).If poured in colder weather the i concrete must be protected from freezing for a period of 7 days,by either. SHOWER ENCLOSURES 1. Keep forms in place,cover top&sides with tarp for protection from wind. Contractor shall supply and install clear tempered glass 3/8"thick shower doors and enclosure panels as shown on the INTERIOR ELEVATIONS. Hinges,6"door pulls and 2. Provide Insulated tarps to hold heat&protect from wind. other hardware shall be selected to match plumbing fittings. Doors and enclosures shall be 76"tall. REINFORCING PAINTING Reinforcing steel shall be deformed bars conforming to ASTM A-615,Grade 60. Welded wire fabric shhall conform to ASTM A-185. All reinforcing bars shall be continuous Review all exterior and Interior finishes with Architect prior to execution. Provide mock-ups in field to verify acceptability of colors chosen by,Owner,prior to painting or except as noted,lapped with 40 diameters minimum,bent around comers and hooked at non-continwous ends. Stagger or offset splices. finishing. LJL ROUGH CARPENTRY Provide latex enamel Interior paint by BENJAMIN MOORE,Inc.,or approved equal. Apply paint In accordance with manufacturer's directions over clean and smooth substrrate. �� FRAMING NOTES-SEE DRAWINGS FOR STRUCTURAL NOTES Apply prime and finish coat and additional coats until paint film is of uniform finish,color,and appearance. Give special attention to edges,corners and crevices to assume 1.See plans for sizes,layouts,dimensions and configurations of framing and truss systems.Provide firre stopping at concealed spaces of wood framed walls and partitions at that they receive dry film thickness equivalent to that of flat surfaces. Z each floor level at the ceiling line of the top story. 2.Frame openings with multiple studs and headers. EXTERIOR z W 3.Provide header members of size shown,or If not shown,as directed by Architect. Trim including soffits,fascias,frieze boards shall be painted as per manufacturer's Instructions. 0 ® 0 4.Do not splice members between supports. 5.Lap members framing from opposite sides of beams,girders or partitions no less than 6",or tie opposing members together. Siding: Q O 6.Provide solid blocking over supports. 7.Provide metal framing"Teco"connectors at all roof/exterior bearing wall connections,at all"flush frarming"conditions,such as at floor openings,and as shown or noted. Trim: One Coat primer and two(2)coats latex paint on AZEK trim. Colors shall be selected by Owner. O -� Provide solid wood bridging between floor joists at 6'-0"on center and under partition walls at coneetaled ceilings and under first floor. z V 8.Notch rafters to fit exterior wall plates and use special framing anchors. INTERIOR 9.Provide double rafters to form headers and trimmers at opening in roof framing. Watts: Provide one coat primer/sealer and two coats latex"matte"paint. Colors shall be selected by Owner. w 10. Bevel ends of jack rafters for full bearing. Trim: Fill all nail holes,sand,provide one coat oil based primer and 2 coats latex"pearl"finish paint. V 11. Provide special framing as shown for eaves,overhangs,dormers,and similar conditions. COUNTERTOPS 12. Verify size of all windows,doors and other prefabricated elements prior to framing rough openlnlgs. Solid composite,marble orgranite countertops shall be selected and provided by Owner. Contractor shall coordinate installation with cabinetry. SHEATHING/DECKING Provide 1/2"min.thickness APA rated,Exposure 1,plywood sheathing on all exterior walls. Provide 3;/4"Exposure 1 plywood sub floor,with all edges set on solid blocking. HEATING VENTILA TION AND AIR CONDITIONING Glue and nail all sheets with 8d @4"o.c.exterior edges and 6d @12"o.c.Intermediate. GENERAL STORM PANELS DUCTWORK Provide plywood storm panels for all new window and glass door openings as per detail on DRAWINGS. Provide insulated metal supply and return ductwork and floor/ceiling registers to serve each occupied space. All ductwork to be concealed In chases or floor/wail ceilings,in accordance with SMACNA Including transitions,bends,take-offs,etc.designed for minimum static losses. Provide galvanized sheet metal ductwork of 26 ga.Up to 24"vwide EXTERIOR FINISH CARPENTRY and 24 ga.above 24"wide. Leakage at seams shall not exceed 3%. Provide 1 V2"fiberglass exterior wrap on supply duct,V2"rigid fiberglass acoustical and thermal linens on See Building Elevations for material designations,dimensions and details of exterior carpentry. return ducts. Provide isolation pads for all units and ductwork. Provide ductwork for and Install owner-supplied exhaust hood for range. EXTERIOR TRIM and DECKING PLUMBING Provide and install 1"and 5/4"(nominal)thickness,cellular PVC boards manufactured by AZEK or approved equal. Free foam cellular PVC shall be homogeneous and free of GENERAL voids,holes,cracks,and foreign inclusions and other defects.Edges must be square,and top and boittom surfaces shall be flat with no convex or concave deviation with a All plumbing work to be performed by licensed plumbing sub-contractor,in accordance with all applicable codes and regulations. Pitch plumbing supply pipes to common low uniform surface free from cupping,warping,and twisting. point and provide valve for draining system. Provide pipe Insulation on all hot water pipes and all cold water pipes In exterior wails or unheated spaces.Provide completer equipment list of manufacturer,size and model number prior to ordering equipment. Provide walk-through with Owner at completion of job to instruct on operation of Trim materials should be stored on a flat and level surface on a full shipping pallet.Handle materials ito prevent damage to product edges and comers.Store materials under system;provide all manufacturers'warranties to Owner,infilied with proper model and serial numbers. a protective covering to prevent jobsite dirt and residue from collecting on the boards. PLUMBING FIXTURES-PROVIDE ALLOWANCES FOR FIXTURES AND FITTINGS Provide manufacturer's 25 year warranty against defects in manufacturing that cause the products to,rot,corrode,delaminate,or excessively swell from moisture. Toilet- Lavatory- Install with fasteners and adhesives as per manufacturer's installation Instructions. Lavatory Fittings- Shower body- EXTERIOR TRIM SCHEDULE Shower head- Window and Door Casings:5/4 x 4 AZEK with"historic silt"and crown to match existing ELECTRICAL Soffits: 1 x AZEK to match existing GENERAL Porch Ceiling: 1 X 6 tongue and groove AZEK All electrical work to be performed by a licensed Electrical sub-contractor,In compliance with all State and local requirements,and as per National Electric Code and Newl Fascias: 1 x 6 AZEK York State Underwriters. Provide switches,receptacles,recessed fixtures,boxes,dimmers,and all required components for full and functioning system,as shown in the Frieze: 1 x 8(verify size)AZEK to match existing drawings and as required. All Interior and exterior surface mounted and pendant fixtures to be supplied by Owner for installation by electrical subcontractor. �+ W z FLASHING Provide and install toggle style switch plates and outlet covers. Install switches at 40"AFF to the center of switch plate unless noted otherwise on DRAWINGS. Install outlets Step flash at roof/wall intersections and at masonry and other penetrations. Provide copper flashing,at all locations,anchored with appropriate fasteners. Lap and seal horizontally,centered In baseboards,unless noted otherwise. ,, a joints and seams to be permanently watertight and weatherproof. Provide Neutral wire to all switch boxes. GUTTERS AND DOWNSPOUTS CJ; o40 Provide 4"aluminum gutters and downspouts at eaves to match existing. LIGHTING FIXTURE SCHEDULE* TYPE MANUF. # REMARKS INSULATION Recessed down lights- HALO H991Cf-993W white baffle,PAR y p INSULATION Exhaust fan/light FANTEC PB270F i°' " Insulation to meet all requirements of NYS Energy Code,installed by a qualified subcontractor.Carify locations of different types of Insulation and R values with architect prior 40 to installation in order to comply with energy calculations submitted to Southold Town Building D,parttment. Comply with manufacturer's instructions for each type of a 10 TELEVISION Insulation. Seal joints between units and around pipes,conduits,etc.,to form an airtight seal and vapor barrier. Provide access for ventilation at all edges,and provide L approved vents at soffits and as required. Provide recessed wiring and jacks for cable television at locations shown In drawings. CC !0 r m uu � Provide and install open cell foam insulation(R 3.7 per inch min.)between all roof rafters. 0 Provide and install R-21 kraft faced batt insulation at all exterior walls. °Q IN Provide and install closed cell foam insulation(R 6 per inch min.)in the cavity between floor joins in tlhe sunroom. Provide 3-1/2"sound attenuation blanket in walls around bathroom. WINDOWS Provide units by ANDERSEN WINDOWS as per WINDOW SCHEDULE,FLOOR PLANS AND BUILDING ELEVATIONS. Verify window schedule with Architect prior to placing window order. Features shall be as follows: 400 series "High Performance"LoE4 glass Hardware finish to match existing White exterior finish to match existing Primed interior finish White compression jamb liner color to be selected 7/8"Simulated Divided Lites with spacer bar.Patterns shown on DRAWINGS "Tru Scene"Insect Screens SEE DRAWINGS FOR WINDOW SCHEDULE Table 3.1 Nailing Schedule(Wood Framed Construction Manual 1995 SBC Framing Notes: High Wind Ed.Page 110) TO FACE OF EXISTING FOUNDATION[AND FACE OF NEW FRAMING JOINT DESCRIPTION 101' A \J' The contractor is to verify all measurements in the field and any ��!L R RO=3'-01/2" RO-3'-0 7,/2" EQ EQ01 discrepancies are to be brought to the attention of the Engineer prior ROOF NAILING NAIL SIZE NAIL SPACING � to construction. Rafter to Top Plate(Toe-nailed) 4-8d per rafter ' Q RO-6'jo 3/8" EQ Wood Framing Ceiling Joist to Top Plate(Toe-nailed) 4-8d per joist tS ' CXW15 P6 50 CXW15 Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d each lap ? ,( a 1-All lumber is to be No.2 or better Douglas Fir Larch(N)with the Ceiling Joist Laps Over Partitions(Face-nailed) n/a each lap 3 A4 following minimum specifications: Collar Tie to Rafter(Toe-nailed) 2-10d per tie OP NEW I Blocking to Rafter(Toe nailed) 2-8d each end N YOB Fb=825 psi Rim Board to Rafter End Nailed 2-16d each end DATE t IS E ( Fv=95 psi 0 FC -625 si WALL FRAMING 12/13/2011 FOR PERMIT Pere- P W' Z E=1,600,000 psi Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot Top Plates at Intersections(Face-nailed) 4-16d joists-each side �. 2-All Laminated Veneer Lumber is to have the following minimum Stud to Stud(Face-nailed) 2 -16d 24"o.c. l- F -J I O W specifications: Header t H 1Bd 16"o.c.along ed s Z Bade o Bader(Face-nailed) 9 9 w "- Fb=2,900 Psi 2 W s Top or Bottom Plate to Stud(End Nailed) 2 -16d Per 2x4 stud Fv=290 psi 3 -16d per 2x6 stud � ) o, Fc perp=650 psi 4 -16d per 2x8 stud W .e "' N 7� C E=2,000,000 psi r Bottom Plate to Floor Joist, ' 3-All beams fabricated with multiple Laminated Veneer Lumber Band Joist,End'oast or Blocking(roe-nailed) 2 -16d (1,2) per foot a O I SUN ROOM x O Z boards are to be nailed/bolted in accordance with the manufacturer's FLOOR FRAMING o specfications. Joist to Sill,Top Plate or Girder(Toe-nailed) 4 -8d per joist HARDWOOD FLOOR TO MATCH 1 3. 3" 4'-11�" Bridging to Joist(Toe-nailed) 2 -8d each end a EXISTING I, a Z 4 112 t 7 Od t 7.04 f 4-All TJIs are to be installed in accordance with the manufacturer's Blocking to Joist(Toe-nailed) 2 .8d each end LU (n specifications and shall include squash blocking and web stiffeners at i F � Blocking to Sill or Top Plate(Toe-nailed) 3 -16d each block o bearing points on girders and other load bearing areas. Ledger Strip to Beam(Face-nailed) 3 -16d each joist w a LLI A A A 5-All straps,connectors,plates,bolts,nails,etc.are to be Joist on Ledger to Beam(Toe-nailed) 3 -8d per joist W 1< Tw 26210 galvanized or stainless steel.Designated connectors,strap etc.on Band Joist to Joist(End-mailed) 3 -16d per joist these drawings are made by Simpson unless Indicated otherwise.All Band Joist to Sill or Top Plate(Toe-nailed) 2 -16d (1) per foot connectors,straps etc.are to be nailed/bolted in accordance with the ROOF SHEATHING 8'-c-2"t IF• d" manufacturer's specifications. 10 01 ++ Structural Panels 8d (Detail sheet S�) EQ EQ 3'-6" E EQ 31-0"Z 10 � 6-All floor sheathing is to be 23/2 inch AC type plywood,tongue and VERIFY WINDOW groove,with an APA span rating of 48/24.Floor sheathing shall be MATCHES EXISTING, glued and screwed to the floor joists(6"O.C.edges and 12"O.C. REMOVE SLIDING GLASS DOOR AND I I 103 PULL-DOW ATTIC STAIR TYP A field). CEILING SHEATHING REPAIR CASING 7-All wall sheathing is to be I%32 inch APA Rated Exposure 1 Gypsum Wallboard 5d coolers 7"edge/10"field I A plywood and shall be nailed with 8d common nails 6"O.C.edges and WALL SHEATHING LIJ 4'PC SLAB W/ WWM ON 12"O.C.field. 67 MIL PO Y VAPPOROR BARRIER � Structural Panels 8d 6"edge/12"field t1A ON WELL MPACTED FILL 8-Solid blocking is to be installed every 8'max or mid span of all rR tpR yRfloorjoists with spans exceeding 8'. Gypsum Wallboard 5d coolers 7"edge/10"field FLOOR 1 PRESUMED 4- 3 EQUAL CONSTRUCTION ,ALL r FLOOR SHEATHINGVA 9-Double oasts are to be installed below arellel walls.ELEVATION-0'-00" ``'' COMPONENTS PRESSURE � 65? jPLINE OF WALL ABOVE,SEE 4/6 rE Q MUD ROOM E TREATED 10-Blocking is to be installed at all point load bearing points. 1"or less 8d 6"edge/12"field 1-6 t TYP 5 � 9 THRESHOLD TYP BETWEEN —L--� 11-Walls are to be framed with 2x6 inch studs spaced 16 inches OC DISSIMILAR FLOORING MATERIAL — ---- WOOD TIL FLOG I �� P (1)Nailing requirements are based on wall sheathing nailed 6"on•oenterat the ,� FLOOR GARAGE SLAB unless indicated otherwise. panel edge. If wall sheathing is nailed 3"on-center,at the panel edge to obtain I I EL ATIO -0'-0 ELEVATION--1'-05• higher shear capacities,nailing requirements for structural members shall be 12-First Floor joists are to be TrusJoist TJI 230/9.5"and Second UJ j , '"� Floor joists are to be Trusjoist 230/11.875 and are to be installed in cad doubled,or alternate connectors,such as shear plates,shall be used to maintain I —I accordance with the manufacturer's specifications. path. (2)When wall sheathing is continuous over conneclted members,the tabulated " Ea2 105 I I I I 13-All joist and beam hangers and fasteners used on the exterior number of nails shall be permitted to be reduced to 1.16d nail per foot COVER PCR I I I ( are to be Simpson Type 304 or 316 Stainless Steel. + IELEVATI - '-06" F A 14-All bolts nuts and washers are to be stainless steel or hot dipped Cn z I I I I I galvanized. Z W BLU TONE PAVE C.0 +' O ® 0 Steel Q O -----IX ------� b 1 -All steel is to be ASTM Specification Aa 0 ~ _ 7 GRADE BLUESTONE PAVERS 18" 2-All bolted connections are to be made with M25 bolts. Z U. ~ A3 ELEVATION a-2'-00" COURSE TO MATCH DOOR ELECTRIC OVERHEAD GARAGEUJI UJ V ADJACENT BY CLOPLAY 3-Square/rectangular/circular columns aria to be ASTM Specification ENLARGED INTERIOR TILE A5OO. BATHROOM MODEL#:CG12 PLAN CAST IN PLACE SEE A4 FOR CONFIGURATION CONCRETE STEPS W/ GC TO VERIFY DIMENSIONS AND STONE TREADS TO INSTALLATION REQUIREMENTS MATCH EXISTING FRONT W/MANUFACTURER'S ENTRY STEPS SPECIFICATIONS EXISTING WINDOW WITH NEW TRIM AT EQ *8,-0" 2'-0" *8'-0" EQ INTERIOR f' ` ROUGH OPENING NOTE EXISTING FRONT 24'-0"ENTRY STEPS ROUGH OPENING DIMENSIONS SHOWN ARE MINIMUM FOR PROPER ��,._,,,_,__,_„••_,_. '--'� INSTALLATION AND MAY NEED TO BE INCREASED TO ALLOW FOR EXISTING DIMENSIONS, USE OF BLDG. WRAPS, FLASHING, SILL OR PAN FLASHING,ANCHORING BRACKETS OR OTHER MATERIALS. 1 ADJUST ROUGH OPENING DIMENSIONS FIRST TO ACCOMMODATE FIRST FLOOR PLAN THESE MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. �d 1/4"=1'-0" Window Schedule m Manufacturer Model # Finish Rough Opening (WxH) Remarks A ANDERSEN WDH 21036 White 3'-0 8" X 3'-8 7n VERIFY WINDOW 6y, MATCHES EXIST. '---VERIFY WINDOW 4"TYP B ANDERSEN WDH 18210 White 1'-10 g' X 3'-0 Z11 w a White 2'-61" X 3'-0 �" MATCHES EXIST. VERIFY WINDOW < U w LINEOFROOFABOVE C ANDERSEN WDH 24210 $ $ MATCHES EXIST. 6W-i fft PTDGWBCEILING D ANDERSEN WDH 2632 White 2'-8 1" X 3'-4 7" x y o it-On BEADED BOARD CEILING 8 8 J m " c� c V+ BEADED COVE9/16"X15/8" 17 E ANDERSEN WDH 3452 White 3'-6111 X 5'-4 �" PICTURE L 8 8 � W o, t W 1/2"PLYWOOD SHEATHING F ANDERSEN WDH 3052 White 3'-21" X 5'-4 7" COTTAGE 5/4"CASINGEEO- >< $ 8 to ! G ANDERSEN WPW 5652 FAN White 5'-7 8"CEILING X 5'-4 8" PICTURE a CASEMENT WINDOW SUN OOM FIXTURE TYP AT Tr SUN ROOM H ANDERSEN WPW 4252 White 4'-3 8" X 5'-4 $" PICTURE 1/2"GWB 3/4"TRIM LINE OF SILL BELOW Door Schedule No: Manufacturer Location Type Finish Unit Dimension (WxH) Hardware Remarks EQ, EQ 2'-0" lop TYP COMBINATION 101 SCREEN DOOR CO. ENTRY SCREEN/STORM PAINTED 2'-8"x 6'-8" T.B.S. ALLOW $125 PER DOOR MAHOGANY ULTRA'VUE 103 TRU STILE GARAGE/EXT. TS6000 PAINTED 3'-0"x 6'-8" T.B.S.ALLOW$125 PER DOOR PLAN DETAIL AT SUN ROOM 104 TRU STILE GARAGE/MUD ROOM TS6000 PAINTED 3'-0"x 6'-8" T.B.S. ALLOW $125 PER DOOR 2SUN ROOM REFLECTED CEILING PLAN 1/4"=11-011 3"=11-011 105 TRU STILE ENTRY TS6000 WITH SIDELIGHTS PAINTED 3'-0"x6'-8"/ 1'-0"X 6'-8" EMTEK ENTRYSET TO MATCH EXIST. MATCH EXIST. 106 TRU STILE BATHROOM TS 6000 PAINTED 2'-0"x 6-8" PRIVACY SET T.B.S.ALLOW $125 PER DOOR LIMIT OF WORK LINE EREDq� , R A5 -� NEW SIDING TO MATCH EXISTING UNLESS OTHERWISE NOTED 9 802 SSA ASPHALT SHINGLE ROOF TO MATCH EXISTING 12/13/2011 FOR PERMIT NEW FLOOD LIGHTS BY OWNER NEW AZEK RAKE,FASCIAS, CASINGS,CORNERBOARDS, ® � ETC.TO MATCH EXIST. gV g WOOD SIDING TO MATCH EXIST. NEW LIGHTS BY OWNER FR FFM Ell — — h FLOOR 1T.0.FINISHED Ft00R _ — — — — — — PRESUMED ELEVATION 00'-00' TYPICAL EXISTING WINDOW TO REMAIN GARAGE SLAB — ELEVATION--01'-05" SOUTH ELEVATION LIMITOFWORKLINE 1/411=11,'-0" 2 A5 Lu Z Z W ei1N Q u J O Z I- UJ �� L.0 U I I J, O O A A A O UO UO20 FLOOR 1T.0.FINISHED FLOCIR FLOOR 1T.0.FINISHED FLOOR tE_ — — — — —-- — — —— — — — — — —— — — — — — — —— — — —— — — — —— — PRESUMED ELEVATION=00'-00" — PRESUMED ELEVATION a 00'-00" ei'IN zi GARAkGE SLAB WEST ELEVATION ELEVATION —-01'-05" EAST E L EVATI 0 N 3 LIMIT OF WORK LINEE v a f w z CONTRACTOR TO VERIFY SIZE OF EXISTING WINDOWS INDICATED AND TO MATCH EXISTING AT m L GARAGE lz ae .N m 0 M1 ALIGN FR ® c m J Ct 6 .4 a +4 QD 02 � m � 0 B B LL N ® ® D A O O O A A �Afl FLOOR 1T.O.FINISHED FLOOR --- - - - -- - - --- - -- - - - -- -- - - - ---- - - -- -- ---- -- -- -- PRESUME£D ELEVATION-00'-00" - - - -- -- -- - - -- - - -- - - - ^fir • GARAGE SLAB ELEVATION 01'-05" I I NORTH ELEVATION � - - - --- - --- - - - - - -- -- - - - - -- -- - - J LIMIT OF WORK LIME RED h 4802 FNEW 4 DATE OF ISSUE 12/13/2011 FOR PERMIT BK01 TEMPERED GLASS AT LOWER SASH, TYP FOR ALL UPPER LEVEL GARAGE WINDOWS ® JOIST,SIZE AND SPACING AS REQUIRED JOIST HANGERS BRIDGING AS REQUIRED \ � STEEL BEAM O O O `ao ti FLOOR 1T.0.FINISHED FLOOR _ _ —— — —— — — —— — ——— — — —— — PRESUMED ELEVATION=00'-00"� — ——— — —— — r-`_FLOOR 1 T.O.FINISHED FLOOR — — — — — PRESUIMED ELEVATION 00'-00" Lo rk — — _ GARAGE SLA13 I I I ELEVATION=-01'-01" GARAGE SLAB ELEVA1f ION -01'-05" W L----- Z / SECTION AT GARAGE SECTION AT GARAGE 4 W A5 1/4"=1'-0" 1/4"=1'-0" 0 EXISTING ROOF ASSEMBLY TO REMAIN ui INSULATION PER GENERAL NOTES SEE SHEET A2 INSULATION PER GENERAL z NOTES,SEE SHEETA2 z uj SIMPSON LSTA36;STRAP @ EACH STUD Q _0 O 2x6 SILL PLATE WICQ TREATED. z W _ TERMITE V SHIELD AND SILL SEALER i CRAWL SPACE �,� SIMPSON LTP5 STIRAP 016"O.C. GWB CEILING,SEE 2/A3 \\\ WRAP+NAIL ' — STRAP AROUND BEADED BOARD CEILING,SEE SILL PLATE AT v '_ 2-#5 BARS,CONfL _ ANCHOR BOLT I 117771 1 1 I I I I I- 2/A3 5/8,x 12"A.B.0 —8"POURED CONC.FOUNDATION 48"O.C.W/ —WALL \` FENDER WASHER SUNROOM FLOOR ASSEMBLY(ALIGN WITH EXISTING FLOOR: `� _BITUMINOUSIDtPR9AFpV z w HARDWOOD FLOOR TO MATCH EXISTING Op 2"RAT SLAB o I I I I —II II 3#5 BARS,CONT.:I I I— SUBFLOOR _ SLEEPERS I I I ( I I I INSULATION PER GENERAL NOTES,SEE SHEET A2 \ \ 6"3; x`96"WUItLU COI[IJ.FOOTING EXISTING SUNROOM SLAB \� a o a' I III I I I- ,\\ ,� qr EXISTING FLOOR ASSEMBLY TYPICAL SECTION DETAIL AT FOUNDATION +•r a Win 0 III c . se s m 'r v c o: b N � z o w EXISTING FOUNDATION WALL 00 w SECTION AT SUN ROOM %53/4 L 12'-9y2. �,�EFtED AIQ �� GWB,PTO ALIGN TILE IN SHOWER ENCLOSURE;BEYOND TILE BEYOND DATE 12/13/2011 FOR PERMIT EXIST WINDOW W/INEW TRIM EXIST DOOR,FRAME AND TRIM, GLASS SHOWER ENCLOSURE FRAMELESS GLASS SHOWER ENCLOSURE, GWB,PTD,TYP AT BATHROOM REPAINT ARCHITECT SEALANT AS REQ.,SEALANT COLOR BY BEADED BOARD WITH CAP TO MATCH KITCHEN CHAIR RAIL,TYP AT BATHROOM TP DISPENSER,B.O. KNEE WALL KNEE WALL, p'l ld BEADED BOARD WITH CAP TO MATCH KITCHEN �J CHAIR RAIL,TYP AT BATHROOM,MITER OUTSIDE BEADED BOARD,SCRIBE NORTH SIDE BEADED BOARD,SCRIBE SOUTH SIDE CORNERS ' AS REQUIRED AS REQUIRED TOILET PER SPECIFICATIONS WOOD BASE TRIM,PTO BATHROOM INTERIOR ELEVATION-NORTH BATHROOM INTERIOR ELEVATION-EAST BATHROOM INTERIOR ELEVATION-SOUTH AT TOILET ui FULLY RECESSED MEDICINE CABINET 8'-6" EQ EQ E E 3'-71/2" ui 0 TILED SOAP SHELF SIZE TO BE MODULAR TILE DIMENSION BY ARCHITECT RECESSED MEDICINE CABINET MANUFACTURED BY ROBERN,MODEL,FAIRHAVEN MT2OD6FHBI, RO-181/2"W X 291/4"H —TILE SHOWER SURROUND FROM HARRRINGTON BRASS"CHELSEW WIDESPREAD FLOOR TO CEILING, W/COLISEE BELL AND EDWARDIAN HANDLES U. #32-100.87 RECESSED MEDICINE CABINET oQ MANUFACTURED BY ROBERN, ® TILE FLOOR IIN SHOWER,SLOPE >- MODEL,FAIR MT20D6FHBL, . , DISCUSS DETAIL AT DOOR JAMB WITH o o TO DRAIN 1:025 BED PER Z RO-18 VEN I ® SPECIFICATOINS Z w 1/2"W X 291/4"H ARCHITECT PRIOR TO ORDERING AND INSTALLING TILE LIGHT FIXTURE W n 00 (.9 TILE SOAP DISH,RECESSED GWB PTD j __ SHOWER BENIGN KOHLER"BANCROFT"SINK#K-2913 CUSTOM FABRICATED VANITY L1Jrn �w mr BEAD BOARD AND CAP BEYOND VANITY ��„ W/STONE TOP M U oa a - w pCUSTOM FABRICATED VANITY W/STONE TOP BED FLOOR TILE PER SPECIFICATIONS WOOD BASE TRIM BEYOND 2 FULL BEADED BOARDS OR BY ARCHITECT,COORDINATE W/BEADED GLASS SHOWER SURROUND IN METAL FRAME BOARD DIMENSION ON KNEE WALL AND GLASS DOOR IN METAL FRAME,ALIGN FLUSH TO SHOWER SIDE, 4'_V PROVIDE DRIP EDGE AS APPROVED BY ARCHITECT 4BATHROOM INTERIOR ELEVATION-SOUTH AT SHOWER BATHROOM INTERIOR ELEVATION-WEST ENLARGED PLAN AT BATHROOM 1/2"=11-Ofl b' a CROWN MOLDING CROWN MOLDING w r' � m tir7 � PROVIDE 3/4'HDWD PLYWD SHELF ON 3 GWB,PTD TYP FOR CLOSETS j w rr V2'CLEATS,PROVIDE HOOKS FOR7 x INTENDED STORAGE NEEDS to r W WORK COUNTER H / PL LAM ON 11/2'HARDWOOD PLYWOOD w LAUNDRYAREA FASTEN TO WALL MOUNTED WOOD CLEATS ON 3 DOORS-N.I.C. SIDES T/ N L __L_ O Lo Ov — I O Lil\ COORDINATE HEIGHT WITH LAUNDRY PAIR OF FOLD-AWAY DOORS AT LAUNDRY AREA,N.I.C. MACHINES HEIGHTS FRONT LOADING WASHER AND DRYER BY OTHERS WOOD BASE TRIM TYP AT CLOSETS LAUNDRY AREA INTERIOR ELEVATION-NORTH LAUNDRY AREA INTERIOR ELEVATION-NORTH DOORS REMOVED NOT USED Ab ELECTRICAL LEGEND (� � DUPLEX RECEPTACLE 'OUTLET QUAD RAPLEX RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET ._ 0248� y ON WATER PROOF RECEPTACLE OUTLET EQ EQ 7EF OF N OGFI GROUND FAULT INTEFRRUPTOR OUTLET DATE OF ISSUE TYP FOR RECEPTACLES SEE ED CEILING PLAN FOR PRECISE 12/13/2011 FOR PERMIT HIGH HAT FIXTURE W BETWEEN WINDOWS DEVICE LO)CCAinONS1� ]A DIRECTIONAL HIGH HAT a SURFACE MOUNTED CEILING FIXTURE W TYP FOR SURFACE MOUNTED WALL FIXTURE BELOWACLES WINDO SWITCH $p DIMMER SWITCH A TELEPHONE FA 7 ® TELEVISION CEILING FAN S/D SMOKE DETECTOR SURFACE MOUNTED CEILING FAN TT THERMOSTAT COORDINATE WITH WASHER DRYER REQUIREMENTS UNDER CABINET MOUINTED FIXTURE -T SURFACE MOUNTED LIGHTING TRACKWA qlp EXTERIOR WALL MOUINTED FLOOD LIGHT ® ELECTRICAL PANEL EQ EQ EXHAUST FAN/LIGHT I uj W $3 3 WAY SWITCH EXIST w I a IIGARAGE DOOR OPENER, � I I I I COORDINATE W/ MANUFACTURER'S SPECIFICATIONS ui 00 I z z w 0 r (D Q o U ZLLJ H FIRST FLOOR ELECTRICAL PLAN 1/4"=1'-O" v Cry'- W z F � � a z � wIr t7 b a+ M x � J y p v9 n: a w �, l0 Lu N � z El 0 � oc m a