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HomeMy WebLinkAbout34186-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34651 Date: 11/04/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 485 EAST RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 110 Block 6 Lot 11.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 23, 2008 pursuant to which Building Permit No. 34186-Z dated SEPTEMBER 24, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED PORCH AND DECKS, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SUE A STYPE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 34186 10/29/10 PLUMBERS CERTIFICATION DATED 07/27/10 STYPULKOWSKI PLUMBING Au orized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34186 Z Date SEPTEMBER 24, 2008 Permission is hereby granted to: SUE ANNE STYPE 485 EAST ROAD CUTCHOGUE,NY 11935 for 181X23 , 1 STY SIDE ADD W/BILCO, 181X24 ' 1 STY REAR ADD, 241X24 ' REAR DECK AND 71X8 ' SIDE DECK ADDITIONS AS APPLIED FOR. at premises located at 485 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0006 Lot No. 011 . 003 pursuant to application dated SEPTEMBER 23 , 2008 and approved by the Building Inspector to expire on MARCH 24, 2010 . Fee $ 858 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 r rA Form No.6� TOWN O.F 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 Buildin a ei wi�411 l to In •A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property I' ets0id unauat' topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal( -9 form . BLD: DEPT. 3. Approval of electrical installation from Board of Fire Underwriters. TOWN OF SOUTHOLD 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 o o ea 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-conform,ng uses,.or buildings and."pre-existing"land'uses: L 'Accurate survey of property showing all property lines,streets,building and unusual natural or topographic •features.. .2. A properly completed application and consent to inspect signed by•the applicant.If a Certificate of Occupancy is denied,the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees: I. Certificate of Occupancy-New dwelling$.25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25,00,Accessory building$25.00,.Additions to accessory building$25.00,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: C�� " Pe( Cv4�40 id PL House No. Street Hamlet Owner or Owners of Property: Suffolk CountyTax Map No 1000, Section ' l Block 00006 Loi Subdivision p Filed Map. Lot: Permit No. �I1 Date of Permit. > Applicant: 7up Health Dept.Approval:p pP Underwriters Approval: Planning Board Approval: [bequest for: Temporary Certificate Final Certificate: (check one) ?ee Submitted: $ S Applican�Sign �re *pf SO�TyDIo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 • i� roger.riche rt(a)_town.so Litho Id.ny.us O�Southold,NY 11971-0959 ' yCOU '�^a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Stype Address: 485 East Road City: Cutchogue St: NY Zip: 11935 Building Permit#: 34186 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 33 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 23 CO Detectors 1 Sub Panel A/C Blower Range Recpt gas Fluorescent Fixture Pumps Transformer Appliances N28 Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan, 1-paddle fan, 1-wirlpool bath Notes: Inspector Signature: ad&t�iDate: Oct 29 2010 81-Cert Electrical Compliance Form osu�Foc�-�, � o o Town Hall,53095 Main Road O �� Fax(631)765 9502 P.O..Box 1179 yijJo� �aQ�'. Telephone(631).765 1802 Southold, New York 11971-0959 dd BUILDING.DEPARTMENT TOWN OF SOUT, CERTIFICA`-1ON.,. Date. �` (/ij c f Buildilig Permit No. / JdV d Owner: AIM _ (Please print) .,� ,may Plumber- � ►c�ram,? /a��rn� r / ��r.� C�©-�u7 �'�C (Please print) �J - - 'l E I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (. umb✓✓✓e�i`r,s S ignature) 1� Sworn to before me this r---1 day of -S 20\5 Notary Public, �i�(�v��County JODY NOVAK Notary Public, State of New York No. 01 NO6015287 Qualified in Suffolk County Commission Expires October 26, l�' so�Tyolo I � 7, Coumv,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT7��,Ekfl­ STRUCTION [ ] FIRE RESISTANT�P/ ETRATION REMARKS: A)� )TI �� OAI L"j / f DATE , ( � INSPECTOR ' OF SOUj,�°�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PL13G. P<FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �, " �- � ®-kL) V DATE r r �f INSPECTOR °�� N G TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING TRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE °2�� INSPECTOR SOUryo�o 3 �1 Y6 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 REMARKS: / J � aa- c� Clow, l � : cy , DATE 3 ��^ © r INSPECTOR SOUlyolo OOUMV,Nc� 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 REMARKS: GDP � q r DATE `� —�— ®/ INSPECTOR `/o ho��OE SOpryolo 3 -1 gb 7-- courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [X FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE � ' INSPECTOR � - L` �O��Of SOUTyolo 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 •FIELD INSPECTION REPORT DATE CONIlYIENTS d FOUNDATION(1ST) A v FOUNDATION (2ND) ` 7 On V\� ROUGH FRAMING& �. O �� H PLUMBING D _ C INSULATION PER N. Y. — -- STATE ENERGY CODE F C N L O / FINAL ADDITIONAL COMMENTS O z m X ' � O c • x • d h b y 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) 765-9502f r Survey www. northfork.net/Southold/ PERMIT NO. (( l (40 Check Septic Form N.Y.S.D.E.C. 20 a(� Trus ees Examined b Contact: Approved ,20(T I� Mail to: Disapproved a/c u `} 4S5 B.A6-r 1to�ap SGP 2 3 2008 1� PhA. onef�{)&sl �1*SA—11991 Expiration ,20 ,. EPT. T AL�O Building nspector )� kc ` r APPLICATION FOR BUILDING PERMIT Date GkZft 2'';' , 20 Q& 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 adj oining.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 ode, and ations, and to admit authorized inspectors on premises and in building for necessary inspections. r: cant name, f a corporation) . (Sign ture of app i me,i (Mdiling address of applicant) State whetethe �pli ant �i owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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. -1CiIZSIZ-, E ILADlaft U-4;1. 41 Plumbers License No. Electricians License No. Other Trade's License No. - - ---- - ---- - 1. Location of land on which proposed work will be done: 8�j T' i�� �a+'«HoCauty House Number Street Hamlet County Tax Map No. 1000 Section it p Block (o Lot 11•� 11-S 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 S1►J"uL f7aMe!�24 IDW jpj � b. Intended use and occupancy S►Nco%X,-, t: k�1Us,j JD'MOL� ,tt�* 3. Nature of work(check which applicable): New Building Addition X, Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost '217a,acy, 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;exteht of each type of use. 7. Dimensions of e i ting structures, if any: Front �p�l�u Rear ��t-�� Depth 2,(0{-10" Height 25 '% Number of Stories !L la � � )t Dimensions of same structure with alterations or additions: Front �� •� ot Rear 6 :o C - Depth 50—� Height 2'S�C � Number of Stories 8. Dimensions-of entire new construction: Front (5� u��Rear Depth Height Number of Stories 9. Size of lot: Front ��7�0 � � Rear Depth 20�jt 10. Date of Purchase JVMi; tbdL Name of Former Owner KIDS 1AS �. 11. Zone or use district in which premises are situated L O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X V - WCA:4A.-MV MWeK4C%, ww,- GV-sPwvro. ' 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO­X 485 r--As-r Rako 14. Names of Owner of premises s S1`4 Address C,4-tutvGuiL V34.IMS Phone N (-$ Name of Architect *00110%�Ck. W4Ug?2n Address t�FTojjV Phone N b 15�4-555S Name of Contractor VA1iGRtuhe. t341U.o" Address p.g Qac 602 Phone No&'hi) 13,+- QLI t' l c�ru�fxaucc�N:�. 1�935 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 S;&4*0 jo&� ,I hp� being duly sworn, deposes and says that(se the applicant (Name of individual signing contract) above named, (S He is the QW►J8(�� �, ' (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 this 2*k day of ivrnbJ 20 0�', Notary Public Sign t re Applicant JULIA H.HART NOTARY P OIH,state f New York Oualified:in Suffolk County commission Expires Sept.29, CPO 10 dose Town of Southold Erosion, Sedimentation & Storm-Water Run-off-ASSESSMENT FORM col PROPERTY LOCATION: s.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 11,15 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE. A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑ (This item will include all run-off created by site clearing and/or construction 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&Location? ✓ El This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 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 of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ / Five Thousand(5,000)Square Feet of Ground Surface? �L rj Is there a Natural Water Course Running through the Site? El Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? — Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Stoma-Water Run-Off 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 El - s any Item Within the Town Right-of-Way or Road Shoulder Area? v (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? 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 Permit! ---------------------------------------------------- EXEMPTION: 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 Required! - -——————————————————————————————————————————————————— STATE OF NEW YORK, -}COUNTY OF..SUA—ft .l4.....................SS That I,.....v t-w... ......: �Tv ................................... being duly sivoru,deposes and says that he/she is the applic<•tnt.for Pennit, .. .... (Name of individual signing Document) Andthat the/she is the ...........t�W� Q .............................................................................................. (Owner.Contractor,Agent,Corporate Officer,etc.) Owner and/or represenhitive of the.Owner of C)wuer's,and is duly authorized to perform or have perfornhed the said work and to make and file this application;that all statcinenis c-umained in this application are true to the best of leis knowledge and belief;and that the work will be perfonned in die manner set forth in die application filed herewith. Sworn to before nhe this; day,of..��. Glp�iGm ZOg 1 . NotaryPublic �'.:. .. .................. ............. .................. ..... ...... ... ... ............................... JULIA H.HART (Signature of App i nt) G,-8tata-af-Nevlr-a'od�_ FORM - 06/07 No.01HA4872234 Qualified in Suffolk County Commission Expires Sept.29, eZ d ti0 �o Tdwn Hall Annex 1 Telephone(631)76&1802 54375 Main Road g�.g P.O..sox 1179 G . roger.richert(a rUn sou o .nV.us . Southold,NY 119714959 -- �Cp�y,l�� � BUILDING DEPARTMENT TOWN OF SOUTHOLD �` APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License.No:,.- Address: Phone No.: JOBSITE INFORMATION- (*indicates. required information) *Name:. AJ *Address: 3 *Cross-Street: *Phone No.: Permit No.: 4 Tax Map District: 1000 Section: p Block: _ Lot: *BRIEF'DESCRIPTION OF WORK(Please Print Clearly)° (Please.Circle All:That Apply) *Is•job ready for inspection: �/ NO Rough In' *Do you need a Tem Certificate: . y p YES Temp-Information (If needed.) *Service Size: 1 Phase. 3Phase .100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information. PAYMENT DUE WITH APPLICATION j%30 ' 82-RegVe_st for Infection Form + * O-ROPERTY ORD CARD /0-0,5 - 191N, OF SOUTHOLD OWNER STREET VILLAGE DISTRICT SUB. LOT Y=�ar�'�4�—�= toss ��V i �� ,�.....�J,..- - - �� �.f<(. G tT ✓'�....4.� � L--. try � l L� � .. i FORMER OWNERhn N E / ACREAGE �• rI7� �.'� P. S�' S Spiro TYPE OF BUILDING RES. �O SEAS. 'y 'VL. `� FARM comm. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS 43 acreels ?tJ£� %uS Esf o �'us �1sSEei�f"�a 41 /10 11 17 1, `., u ?C '�' �`tC3S�4 C, =.a .0 - 1 0- C/c G BUILDING ONDITION ;-�. , G I rCr- 3 1 -r --5-c. �- c � q. ORMAL BELOW J ABOVE Farm Acre Value Per Acre Value Tillable , Tillable 2 Tillable, 3 Wcodland Swampland Brush.land 12 House Plot Tota 1 ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ .. . s .. Bath r • Basement U Floors r_ Extension —_ Ext. V Walls - • s ,a REScheck Software Version 4.2.0 Compliance Certificate Project Title: Stype Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 22% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 485 East Road Frederick Weber Cutchogue,NY 11935 Architect 41 East Maple Road Greenlawn,NY 11740 631 754-5555 a o . Compliance:0.0%Better Than Code Maximum UA:204 Your UA:204 Gross Cavity blazInig' UA Assembly Area or R4alue R-VIlt;e or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 551 38.0 0.0 17 Ceiling 2:Cathedral Ceiling(no attic) 386 30.0 0.0 13 Wall 1:Wood Frame, 16"o.c. 1043 21.0 0.0 44 Window 1:Wood Frame:Double Pane with Low-E 159 0.330 52 Door 1:Solid 18 0.390 7 Door 2:Solid 18 0.440 8 Door 3:Glass 72 0.320 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 903 21.0 0.0 40 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamp nd signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specificati ns e c e with this Code. §Wbauc. Wma K &aMW;r owr 19olv"6 Name-Title Sign to ��OV7�G �0 Date M LL. �} IA. FN Project Title: Stype Residence Report date: 09/20/08 Data filename: C:\Program Files\Check\REScheck2007\stype.rck Page 1 of 4 ,, " I . o i 0 REScheck Software Version 4.2.0 8/"" Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.390 Comments: ❑ Door 2:Solid,U-factor:0.440 Comments: ❑ Door 3:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. Project Title: Stype Residence � Report date: 09l20/08 Data filename: C:\Program Files\Check\REScheck2007\stype.rck Page 2 of 4 • ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Ll Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: O Separate electric meters exist for each dwelling unit. Fireplaces: Cj Fireplaces are installed with tight fitting non-combustible fireplace doors. Lj Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: O Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: LI Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Stype Residence Report date: 09/20/08 Data filename: C:\Program Files\Check\REScheck2007\stype.rck Page 3 of 4 • Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Stype Residence Report date: 09/20/08 Data filename: C:\Program Files\Check\REScheck2007\stype.rck Page 4 of 4 SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �� Southold,New York 11971-0959 c4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 25, 2009 Sue Stype 485 East Road 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. _ A fee of$25.00. Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 34186-Z additions and decks WILDING PERMIT EXAMINER CHECKLIST *Date Submitted;I/��7 *Date Revier�epy_1 � Lpplieaut: �OII Owner: ,Su-e e, Lrchitect/Engineer: +,stimated Cost: a_�U�U pp4-6 iCTM# 1000- Subdivision: Zone: d Conforming? ao__. 'roperty Address: �57_ ;�-b City: CGL7��✓[p Pre C00 —ao luilding Permits (Open/Expired): BP��Z/C/0 Z-/6� /, Info:*wj4d?Y111 I BP -Z/C/o Z- , Info: {P -Z/C/o Z- , Info: BP -Z/C/0 Z- Info, BP -Z/C/O Z- ,Info: single& Separate Search Required? Y or(9 Determination: LEQ. Lot Size: q D d ACT. Lot Size: O REQ. Lot Cov, Z6 ACT: Lot Cov. CEQ. Front ACT, Front REQ Side 1 513 S ACT. Side REQ. Rear So PROP. Rear tEQ. Height . ,�5, ACT. Height I 'rojectDescri tM: 5, rzn d , /2S � r: Q�.c <r` / 11 Naterfrout? Y or N f yes, water body. Panel# Flood Zone: Bulkhead/Bluff Distance: i,DDITIONAL APPROVALS REQUIRED iuffolk Countti' Ilealth: Y o N�If yes, *Bed#: *Date: _/_/ *Permit#: Towu Septic: Y ou P - If uo, certification required: Y or N Received: Y or N By: _ \'YS DEC: Par-urc 9iv75 Y oD Date: _/_/_ Permit #: _ or NJ Letter — Notes: iouthold Trustees: Y or( DDate: / / Permit #: or NJ Letter — Notes: iouthold ZBA: Y or CQ' Date: / / Permit #: — Notes: Southold Plauuing: Y or N - ate: / / Permit #: — Notes: Cowu Landmark C of A: Y d N�TE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Calculation: Foundation: SF 1. OS SF)- ( OJ SF)=-- SF X First Floor: ,rj `j(� SF + Initial Fee: Second Floor: SF + Additional Fee Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee $ TOTAL: $ 0 i �►V NEW YORK STATE CODE COZY PL ANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 V Wind Speed: 12OMPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termit M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: g p n(� USE/OCCUPANCY CLASSIFICATION: t Cc HEIGIMFIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITE ENG EIRED RESCRIFTIVE FULL FRAMING DESIGN ELEMENTS: (�I LEADERS: YIN WALL STUDS: YIN GLRDERSs YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS:PI .LING: YIN DEAD: YIN SNO1�,: YIN SEISMIC: YIN Z3IND: Y,fN N�[D,Do Nv AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N t LIGHT 8%: Y/N '\MNT 4%: Y/N. NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: /N LOCATION OF FIRE PROTECTION EQULTMENT: Y,N TRUSS DESIGN. Y N CI✓RTIFICATION: Y/N E-NERGY CALCS oy N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) -,a ,. �' caw• SUFFOLK CO. HEALTH DEPT. APPROVAL H. S. NO. �-S4-I STATEMENT OF INTENT THE-WATER SUPPLY AND SEWAGE DISPOSAL I SYSTEMS FOR THIS RESIDENCE WILL j y a �:;; a� CONFORM TO THE STANDARDS' Off' THE 10C - • �� � SUFFOLK CO. DEPT. OF HEALTH SERVICES. 'r APPLICANT ;a SUFFOLK COUNTY DEPT. OF HEALTH, '• f .C`'+- r.. � (; 1 i � ��� R� C3& 11 ! l SERVICES — FOR APPROVAL OF s J c t V, ,�, R CONSTRUCTION ONLY f/ / DATE`: { �' cL !• .f �i"� __: .,- H. S. REF. NO.: APPROVED- CL �Y SUFFOLK CO. TAX MAP DESIGNATION: /i IN D1ST. SECT. BLOCK PCL- �7p r - rf�a'-� E�� f OWNERS ADDRESS: �."15 - -i__ r" - 1`l:�lj .7�, L.� '` - / �—y-- _ +ti t Li :i f y�Fj� T,f{, -•.0 7rt f� ! �. {f� i �' �'lEf!�i 18C '_INi� Wcf_Ls C Oi_5 Ali_ S��sfNtATc DEED: L.11,4 1 P.2<6S Cr-EF-_ I-,70 i i --` 3.3 Tt� =LF. Ez t'iS. NFC! f �'. S,£i6I5` y _ `� _�3.�� --r� - t;� it: p ( r� TEST HOLE STAMP 68�t'1��( '�, 11 '.� ��..'_t...1 fl 3.::..�?:;•t.J :[ L f.'_'._,t - vi a`i+r�ticn ry ad9fi.-+n lF (' r {'} i "c`` :�i. '.1 i J' ;,: r i5 u r•Cratl�n of EAST Alp Ij .•� --d � MrA.�.Sr iA LEVEL. trzari^j3: w � ! 51 t( or Y �� - -�` f - ! �' F' E ♦ q-sit.�..:id.t craw 3ft:^II ru.i b•.DD CG? , I 40 •.:,:w a vzli,';run awry. F e• � - .LOAM r,,.�:�„a,^:a ir•- c.:rr_y tsC.':i&n.iY"i1 t'_?T . (ff ^��- - ` ''t f �r _ .` I•2' on 2.a iii!y.'4%Isn f^,f Vtt-vYlll d`h7;tNV4. t �' J :, _ t i i .-_ -_.•- t3::Z S^ii jJd.arxi on N5 Nkhalf to tha C f: vz!a COrniany.9OYCrnmw%a1�Dn•CY on ,{ )(�j (,t+�� / NGIt��+S� ( i -� tf�,: is,.,,,. to�it.ntirxr{i�4ex3 horcon afr.7 �, A A Ic z `+.._t h r�,. :u ,a lra�atB Fof lo not 2 ar "r'>•Oti ^. e r ' {� .. ---••-•---- :_et is Ic,.z w.,e)rti�t 1nitliJ[ianS or"rubO�,+WWN ct j t=? 7, �ErT; tC? (� 3-7 i2 F=ti�i�- SEAL F `" V SUFFOLK COUNTY DEPARTMENT OF HEALTH SERLfCES — "—� '--'-- --- -I._.____ L r Si E .. :� LY DWELLING ONLY of N F : 6.0 f 7,2 �v � . "• 4. '• ,�.�' a DATE 0 C U ( .S. REF. N0. 2! �`;!f{ {i r i l �`' ;« Cl; !�i r' ;"v`,� ►` '�z_�� .`I E --- �r� y 77 fJt<'i-? IT L . A lip;_ �'� lr� -+�_ )► Y.' - e;P cx vA��09� he sewage disposal and water supply facilities fcr this �" ti - ;rM . } - - C.. T s __ • _..,�,- p y ,�''�;:!.` I�r•'_,n z _c- l.:j _ .?` "''`.� �G `-?x�f '`J+r � �Q `�-a�� . ��, .e CU �'r f Iocation have been inspected by this Department and/or # � }� H��aUt other agencies nd found #o be satisfactory. RODERICK VAN T , P.C. al�1 Ii) r- :r CS 2$b Chief of Bureau of Wastewater anagement LICENSED LANDS URVORS :-7` Fd tANDSJ GREENPORT NEW YORK — TELEDYNE POST NM6,2 - - OCCUPANCY OR G 0 USE IS UNLAWFUL MTHOUT CERTIFICATE Of OCCUPANCY FREDERICK CODE INFORMATION : ROBERT O APPROVED AS NOTED WEBER DATE: R P # OCCUPANCY: SINGLE FAMILY DWELLING (Existing) FEE: _ BY: y _._--- ARCHITECT NOTIhY BUILDIN-0 DEPARTMENT AT HEIGHT: 2 STORY (Existing), PROPOSED I-STORY ADDITION 765-1802 8 Alvt TO 4 PM FOR THE CONSTRUCTION: WOOD FRAME (Existing and Proposed) w FOLLOWING INSPECTIONS: g p 1. FOUNDAT{ON - TWO REQUIRED FRAMING ELEMENTS: EXISTING FRAMING ELEMENTS TO REMAIN (FLOOR JOISTS, FOR POURED CONCRETE WALL STUDS, CEILING, JOISTS & ROOF RAFTERS) ROUGH2. FRAMING & PLUMBING 3. INSULATION N�' derv 4. FINAL - CONSTRUCTION MUST _ Provide "Hurricane Clips" (Simpson H2) to strap All Existing and New Roof 1�e5� _ BE COMPLETE FOR C.O. Rafters to Existing op re T Wall iE/Wood Studs (Whe Interior Finish is Removed) " ALL CONSTRUCTION SHALL MEET THE UNDERWRITERS CERTIFICATE S OF NEW REQUIRED REQUIREMENTS OF THE CODE Provide 1/2 Plywood Shear Walls" as Indicated on the Drawings. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. WINIP t ,331NG All New Windows Shall have 1/2" Thick Plywood Panels, Cut to Window ALL PLUMBING WASTE Size (Oversize for Attachment to Casing) with 2 1/2" 48 Wood Screws. 4jS, &WATER LINES NEED 16" oc for Sans up to 6' and 12" oc for Spans Between 6' and 8'. Label TESTING BEFORE COVERING Panels and Store in Basement for Installation Prior to Hurricane Force Winds. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE _ S CERTIFICATE OF OCCUPANCY CERTIFICATION OF S SOLDER USED IN WATER --'� NAILING CONNECTIONS O SUPPLYSySTEMCANNOT-'' ' D. EXCEEDV10OF 1%•LEAD. 00�+ NL /•,?_.I._ G"N ,i,Jv ION SHALL r (1 MEET THE REQUIREMENTS OF THE N - CODES OF NEW YORK STATE. W o - 0 C) CP ENERGY CODE : LV_ ek$ WINDOWS: All New Windows shall be "Andersen" High Performance LowE4 Glass (U= .33) COMP 'TH ALL CODES OF WALLS: Where Existin interior Wall Finishes are Removed, Insulate w/ NEW �''�'ie STATE & TOWN CODES 3 I/2" F.G. Batts, (R-I5, High DensityInsulation) P00L rn AS REOJ!i71E:r AND CONDITIONS OF All New 2x6 Walls to be Insulated with 1/2 " F.G. Batts, R-21 (High Density insulation) SOUTHOLD TOVA ZBA SOUTHOLD TOli%PLANNNG BOARD FLOORS: All New F.J. to be Insulated with 8 1/4" F.G. Batts, R-30C rN SOMIOLD TOWN TRUSTEES v J N.Y.S.DEC 9 CEILINGS/ROOFS: All New Ceilrng Joist/Attic Spaces Shall be Insulated with the 8 I/,4 F.G. Batts, R-30C, �1aintaining an 1 1/2" Air Space Between O C Insulation and Roof Sheathing. c'C\N� Q.:.: : ' ...C.....`..,. :....;... . DRAWING TITLE:E:: • R4 N. ,SITE PLAN r...... O 00 �r�`�e \�0 0��( ............... ................. JI L Roof J1 L_ - r �� ::•: �:iJ:::.::::..�:.�:::::::::::.�::. �' .�\�il�Y ice' i �P\� > ASS, - -------------------------------------------------- �I aca JOB: I 1 ADDITION/RENOVATION �• 1 1 \ I STYPE RESIDENCE 485 EAST ROAD CUTCHOGUE, NY O EXISTING PLUMBING ON 2ND FLOOR TO REMAIN TOWN OF SOUTHOLD �\\ 0 0o O SCTM# 1000-IIO-G-11.3t11.5 , 2nd Floor ; ✓ ✓ �i -----------------------------------------------------------------------------------i•--------- ' ARCHITECT: O1 FREDERICK R. WEBER O 2 1/2" I I/2" 3 ------------------------- "Fl EAST MAPLE ROAD 1 --------------- ------------------------ ' GREENLAWN, NY 111,40 O � I I 1 1 1 1 1 52 NOYAC PATH WATER MILL, NY 1191L 1 I N. Bath Laundry Kitchen 00 PROPER.'TY OWNER: 2 lb" 1 1�2" 1 1�2" 1 1�2" 1 V,2" 1 I%2" 1 1 1 , JOHN SUE STYPE FAX L31 261-108 b W DW SITUATE iCUTCHOGUE F.A. WN s (COUNTY, -------- ---------- SEA Sloor ' i �� °FOLD ------ -- - ------------ ----------- --- , ----------- ------ ----3 L 0 SFO! W YORK p�;2 ----------- ------------- ---------------- -------------------------------------------- --------------------------------- -------- To Existing ?,:SanitarySURVEY I�N ORMATION: C.O. C.O. COyRODERICK/, VAN TUYL .� 01 stem e*x �.a;! �_•:>w; N GREENPOFRT, NY Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch SURVEYEID: JULY 6, 1982 �'* '` LAST UPDATED: OCT 6, 1981 SCDHS REEFERENCE 9: 81-30-16 a C� 3 APPROVEDD: OCT -1, 1981 d� DEED: L. 11141, P- 268 Basement SITE DRAINAGE: -------------------------------------------------------- (Dr wells) SEPT 19, 2008 SCTMz« 10>00-I10-06-II.3 t 11.5 y LOT AREYA (TOTAL): 36,081 SF REV.: AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUMI (Provided) ZONING: FR-40 PLUMBING SCHEMATIC : DATE: MAY IL, 2008 MBR/Porch 481 sf x ..16' Rain = 18 cf 0 FOR ZONIING SETBACKS ON SCALE : 1/4' = 1'-0" ® Family Room 533 sf x ..16' Ram = 85 cf 8' Dia. x 8'-0" Deep 338 , "NONCONFFORMING LOTS" SEE CODE SECTION 280-124 Total Additions 163 cf PLAN NORTH LOT AREA 20,000 TO 39,999 SF JOB NO: w2001OL I I SITE LOT COVERAGE: 207o All New Roofs to have Gutters il Leaders Connected to Underground Drainage Structures (T9p.) YARDS: NFRINCIPAL) DRAWING NO. (8'm Ring: 42.25 cF/Ft of Height) 1" = O 0,-0„ FRONIT 40' SIDE (ONE): 15' 1 C SIDE (BOTH): 35' REAR: 50' � A I HEIGHT (IMAX.): 35', (2) STORIES 1 OF A8 FREDERICK ROBERT WEBER ARCHITECT 9'-4" 4'-II" 2'-4" 2'-8„ 101_01, 21_81, 2,_4„ Win ow Note: Floors Above Well to Align, Hold New Foundation Walls Down Approx. 2 1/2" to Allow for Increased Floor (3) 2x10 Girder ( CQ) __ Joist Depth, Verify �- -———-- — ——-- -- - ----- - ------ --------- ------ I in Field r : O O --- ---- ------------- ---- -- 1 8" P. Conc. Step-down DropTo of Found. Wall w/ r to Mudroom Foud. Wall G i I I 2 -8 x I -4 1 '•• I (2) 45 Bars, TtB M M Y/ Y` I I I 3/4" Plywood Subfloor to Align � ¢ ... � Basement .•.•. I on 16"x8" Cont. u Direction of Window (Typ.) t ;: I P. Conc. Footing, o Existing o Decking Above Dampproof Below 2x10 F.J. AL - -- --- p Grade (Typ.) New II 7/8" " "I" Joists - New it Joists New 2x8 Existing - `n "I" Joists al 8' P. Conc. o to Floor Joists a s 6- I I I o Foundation i% x' B I I New II -1/8" TJI 560. 16" o. I I g ;' Wall \ Q +I 14 P. Conc. a a 1 I I I Sonotube Pier �/ u n) YAI. A6 3'-O" Below I z z Pour Slab Grade (Tip.)) I I I I 1 i- v r .° r 2" Over 00 )P' I (3) 2x10 Girder (ACQ) b ; i New Slab ? Existing Footing Z z— — — — — — — — — — — — — — — — v c, to to Align 9 1I .,. New I I w/Existin Bsmt. Slab f1 I I I I g Step- wn ... �J I I _ BASEMENT I 1 ••• -- ---------- -u, Z" cti FC U I I FA Heavy Duty I' t ? I I A6 a l Galt'. Bracket 1 1 (Storage) I I W ... 0o I A6 I N I Drop Top of �., �., ` t _ _ (T9P ) I ::•: Foundation Wall ------- v 11 G = C5 t t 4" P. Conc. 51ab w/ I NEW NEW NEW Brlco Cellar 8" P. Conc. I U � U I ... I 3 I/2" (t) rn Access, Model C, ------- Found. Wall w/ �7 I I a- I ;; I 6"x6" 10/[0': WWF ..., I Mudr,o Area FOUNDATION EXISTING FOUNDATION FOUNDATION w/ Steele Stringer _ Found. d. Bars, T6B 1 4 4 Reinf. (Tyjp.3 I I (MBR)- FOUNDATION (FAMILY ROOM) (MUD ROOM) �I and 2AO0 Treads _ _ _ on 16 x8 Cont. I I u u I ► I j 1/4 I -O I/4 I -O I/'1' I -O I/4 = 1'-0" Ln P. Conc. Footing, N I Floor Dranns to be I '• ---------- ---------------- W 8" Dampproof Below I ----- -L—�/-1•,---l�•d-ar-� • - ------ -----------------I '"� Perforated PVC :3:�„:::: :.:: ::::::.�.-: -::-:::-: :II1 ::.: OL Pipe. 30, Deep, (Ty .)Grade (TypJ - ---------(2) II 1/8 -'2x10 Girder (ACQ)p Slabs to ... rT' . •—• .—•—.— .—•—•— Align� � New , o.c. u--------------- x x 4 o i I 3 18'-O" I j N I Floor Floor Ib Ln :: I a a I Drain �Drarn D ' �y I I �- Q Y I I I 2) 2' tr 1 I Z `; Z I �,-�" ,4,_�„ -I,_4„ r= ( 1 I I I oors (�J ' 2° I 16" v - I u _ I I Floor I I V "- I ; I 2x10 Nailer PI., 1 I --1 z 2x8 N iler PI., Drain i I New t I Bolt to Rim Joist (T ) I' I , l3> 2x10 Hdr. i^ I I—yp I YYD (Flush) p ( Bolt o Found. t BASEMENT O ° — — — — — — — - - - - .: r-------J ap N I I s I O _ > 1 - 111 Down I I I I I I I m U Joists CID 1 I 4" P. Conc. Slab w/ C i Dowel New Found.11 Wall Saw-cut I 12 oc 11 Cx6" 10/10 WWF S 1 New O n o Under - Note: Floors Above into Existing Fou Wall P 9 I I I I I I I Reinf. (T ) m Ci to Align, Hold New w/ (4) u5 Bars I ) in Found. III E fisting I I I I `Q yP• I I yp Tile I I - , o o Wall 11 S rs 1 i t 1 DRAWING TITLE: a =� -> _ Foundation Walls Down ............ ... .......X..Brd9-................. -.. ................... Approx. 2 1/2" to Allow o III - ----------- bo ;- a' I I '- u cn P I 1 °Midspan P � To Existing for Increased Floor a III FOUNDATION = o Fixtures Joist Depth, Verify III i t I a r is i- in Field � j I z �� U- IIIrZ IL I I :• ' I I I Existing Basement- . t ' t Raise o v I I Window, Saw-cut �' uo `\ _i ( t Sanitar O -2 III -� x I I - ------, z z T I y x III lU I I ;• I 1 1 Full Height Opening III Line IN , III N I in Foundation Wall Existing i2 III I t BASEMENT °' t a III ,, I ao I I I I 51abs to� N III L t l I a Align 8„ 6,_0„ W 8,_0„ 8,_2„ O III 8,_ W Ln I Receptacles - I t �I :: f 42" AFF, (Workbench) P (Existing) (Existing) (Existing) III (Existing) (E>xisting) 07 I JOB: I ----- - Jl---- -------- ------- I i +> t .. _-_—____e- _=-=_=___=_s_=_______= — III ____ ____ __-____ i t w- X ADDITION/RENOVATION A, 21------------------------------------ — II W STYPE RESIDENCE Dowel New Found. Wall 1 UNEXCAVATED into ExiWng Found. Wall L I 485 EAST ROAD w/ (4) u5 Bars (Typ.) CUTCHOGUE. NY 0 0 ; i TOWN OF SOUTHOLD f -j SCTM# 1000-110-6-11.3t115 Existing II -� airs rn ? I I cv u_ 0 C U: I I ARCHITECT: II I O �' x O I I BID x L x O w FREDERICK R. WEBER m �' i i 41 EAST MAPLE ROAD I I GREENLAWN, NY 11140 W w 1 1 zo 52 NOYAC PATH __J] WATER MILL. NY 11916 b XLn TEL 631 154-5555 w FAX 631 261-1084 \ SEAL: (Existing) V, <'.., t. 1r (Existing) (Existing) A " !I NOTES: A6 FOUNDATION � � � � NORTHI- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER KEY - CIL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Existing Foundation Wall 1/a 11 = I -� IN Bath/Bllco) SEPT Iq, 2009 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS, REV.: 3- ALL WALLS SEPARATING GARAGE FROM HOUSE New Foundation Wall DATE: MAY 16. 2008 TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) -4- BASEMENT SLAB TO HAVE 6"x6" 10/10 WWF REINF. _______ SCALE : 1/4" = F-O" PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. _______ Remove Existing Foundation Wall JOB NO: w200106 5- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW FINISHED GRADE. DRAWING NO. A 2 OF AS FREDERICK ROBERT WEBER WINDOW SCHEDULE Unit Model # R.O. Area Egress ARCHITECT Opng ® TW284L 2'-10 1/8"x 4'-8 1/8" No 23'-2" 20'-0„ ® TW2842 2'-10 I/8"x 4'-4 1/8" No © TW2442 2'-6 1/8"x 4'-4 1/8" No 2'-2" T-10" 10'-0" T-10" 2,-2" O Vent to A OD DHP42310 4'-3 1/8"x 4'-0 1/8" No Exterior 1 ---— --------� I�' E TW20310 2'-2 I/8"x 4'-0 1/8'" No `r I (3) 2x10 IHdr. �\,�! Propane' -- -_._I I10 New iv (Tgp.) __ r__ Fireplac I> 10 LU DECK - i i Stone Blockiing f r 1 0 O 1 1 Facing Flush Sttone'Hearth TV B4rac et 1 o a- T Ot I ns: Abovd, Fireplace 1 ' Model Numbers Refer to "Andersen", V'ingl Clad, 5/4x4 iv I I �, I I-1 400 Series, Low-E4 Glass, Tru5cene Screens, Mahogany I I I I Option- "StormWatch"' or Plywood Panels Decking _ New 100 R.R., 14" oc New 2x10 R.RI., 16 oc I z I I I I I I B ODeck to be B I { New 2:c8 C .T., 16" oc I I p = DOOR SCHEDULE 4 I/2" Below AL -0 IO ; A6 Q Fn. Ist Floor I t� I { I I O ? { I......... ....... ........ ......I .D......I.,... ... ............ OI .... OF Unit Model # cr in New cv - - Width t Height (� I � { I t I W Sc en I I FAMIILY. ROOM v� I m I o I herma- I ru . CCA230 Doors 1 1 p -1 O ! I 2'-8"x 6'-8" (Door) C A 1 { I (Oak). ► + 1 N 0 (Glass-Top, 2 Panel-Bot.) I I I c�v 1 FWH29611AL A6F��v - 1 Hi Pitched I I. Pitched I utdoor 2'-9"x 6'-II" (R.O.) Ceding _1< Flat Ceiling `I� Ceiling I Shower (Hinged Patio Door-Inswing) 3 2'-9"x 6'-II" (R.O.) I6181O (Hinged Patio Door-Inswing)I FWH29LIlAR 1 ,' 9'- I/2'� I 2'-IOr, „ 2'-10" 4'-0 1/2" 6„ 10'-!0" 6" IO'-10" _ I 6" I 19'-{0" I 8'-0" 9 9 t I "Bdco" t 6° 1 1 ,r i 1 I I'_g „ __ _0 _ _ FWH54611APLR 5'-4"x 6'-ll" (R.O.) e ! 1 Model it 4"x4" Post, �+ � I { ► � I (Hinged Patio Door-Inswing) �i i I Encase in 6/4 I I I Line F1 GJ' rh ng �� I O C) Trim, Stra p I I I -- 5/4x4 I--�- ------------------ ------------------------ f I Built-in I C<o is Boom T-- ----- F fro and-Bottom-----T --J rnl l Mahog ny I i t (3) 2A0 Hdr. P = I v I Cabine I - ----- - ----- I �' I � I � I -+ -- - -- $udt-In Decker g * Verify Operation I -- - -- -- —---—— ----—— - ------------------ .a - - p New 2T10 R.R., Ili oc ( l New 2x10 R.RI., 16 oc / { 1 N Closet }— Green QI New Scree 5'-1" I 6" 6'-10" 6" I ;�, u o o r =° ;,, � D r I 1 = wn New r- — PORCH ( New 2:x8 �.T., 16 oc New O S wer - - +� o& I I / Q I 8 { Down DECK Down n losure S� 3 �+x Existi g Window Ix6 "Azek" TilG, Existing Windows Sac { O Floors) to 71 X MUDROOM I 1R98" IRa8" e CO v oo Align I n I /1' n { O d --T----- �J v X Reloc ted BtCB Porch Relocated R V g { (Tile) { I �(3) ,2x10 Hdr. tY zn Ceiling Z" `y (2) 911/2" LVL w/ I/4"x9" Stl. (Dro ) / 1 = m �� - Door n------ - ---------- I tY tr 9 (3) 2xIO Hdr. cv I I b 1 -d ----------------� ---- ___'_•_•,_ _ -_.___ —•— I �, X New X ! : : - Remov Wa 5lidin Glass Door � %p 'Y_j{ cv cv � I•I : : o --� g ---- I D w DO - r+ I s MBR o = I{I I H LL $ °f I _ " 8 " e IFloors to Pocket : . oom Q O 111 IR { 1 z z o x6 Post. Existin 2xl F.J.. 16 oc ( xi tin ) o em 2x6\ (Oak) � I{1� 2 IJtAli n °° 6 - in q �+ S g Door Encase err I own I� IC. ., Ili' oc + Ned. Cab. I'I� I ' `� u Ix8 Trim ('( 6x6 Post, R it 1 II �B" o DRAWING TITLE: IQ w/ Mirror Ride r- a° I{I ° ``� : : ° (T ) c i I{I ncase n D I0 -x... ........ .6'...Tub' —. —.—.—.—.—.—.—g yP 1 1- Ix8 Trim _ a- -v O I� eai 2x10 i b I{I �' =° x I{I 16 I N — / — �� Rel Gated _ (T91P ) I 1 Elxistin P. FIRST FLOOR Imo, + ° �y " ?` I•I o Q - �- l'l Relocated I{1,i I a C{onc. Landing { : . IRA,Ili a { _ ; o o \:I{I� �I - --- _ DIi11NG BOON I{I I'I` I 2 3/4 Hour ---------- n, -:I-{I' I IL New I O Iil o o KITCHEN I{1 g { I u- �► I Self-Closin I ° :z a {�� W.l. I -N (Oak) j.j w O (Oak) i I'1 I Metal Fire x ? 1 {! n% ct -�:II:� X (Oa ) I I X y I{I� _� I{Iu� Door )New) { cv I `o i e L-tL� ----tom ---?� I'� I N I I - ,���. { �Ie rn I o - ------------ 10 : . 1 2 I, Q n Q = 1{1 � n u n I ,tu n ...% I{1 „ , ,`Q,a�\/, ' Yt= —.— n .I —.—.—.—.—.—.J Q11� J I I ,t3) 2!xl0 Hdr. 13 -0 -x �+ I > 3 -0 4 5 -2 I 15 -0 _ - 4 13 - , 4 �+ 6 -3 a" _ I u, OE v 6 I lQ, 8 co 1 ; ; lx Encase In °- i it----- III a = H 10 W I X > I{( 2 I Ix8 Trim n + Remove o I WO d l Linen �. Q r---------"� I'I.� JOB: , I , \ {� I : i(2) °! I/2" LVL (Drop) (l-yp•) { Island ; DW 1.1 —.1 7. Window —.�`r —.—.—.—. Cabinet I I I :w/ 1/4"x 9" Stl. - i -- — — — — — — — — —• - - --- - --- __- ' __— _.—.——. _—_ Don 1 I'I� I fixing I m — __ ___ ———————_— ADDITION/RENOVATION L--- - Remove Wall ; `Q vl{I^ i GARAGE —_ STYPE RESIDENCE I -_------- (3) 2x10 Hdr____--- (3)_2x10_Hdr. ° 1'-2" 8" 8'-6" 8" I'-2' 4" E"Ill O '— Existing 2x10 F.J.. Ira oc 1{I N (Cone. Slab) X ____________ C x Patch Change Sanit ry �I'i'" v 1 3 o 485 EAST ROAD " w� Opening Line from PVC + a, I CUTCHOGUE, NY 2-6 10" to Cast Iron `t o z I :New 3 TOWN OF SOUTHOLD 3'-8" IS' 10" o o = ------ ----- f.- :Pocket r I o SCTM# 1000-110-6-11.3t11.5 _� __ :Door - ° cv60 I C. d p Existing Existing New Remove Down N I N I....... .............IL. . i.. u 9 2� Pocket o0 3R�8" rn I I I0 ARCHITECT: _M in LIVING ROOK FO ER o o Door and Wall = C ' 1 FREDERICK R. WEBER X (Oak) X (O k) LAUN RY A6 N - =° Existing W/D, Ix I 41 EAST MAPLE ROAD -Q (Oak) Move to Former I GREENLAWN. NY 11140 ao Location w/ Hook-ups �---- � I1 L- Existing c Washer Dryer \ w I I UP N g Existing i WATER MILL,NY 11916 ATH 1 w cv CL. POWDE 1 - W� I I _-- o -----------Existm z>,5tW ____ _ _ _ Q TEL 631 154-5555 I I = Window ------------- Window ---- Line of Overhang FAX 631 261-I0R4 I b Existing E:wsting I O Door Window I CIA SEAL: " '---------------------------------------------- ——————————— ----------------� Exiyti Window P FRAMING NOTES: A I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Ali V �° - 2.. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. I 3. TO BE LL SETON SOLID BLO BE CA RATED KING.NG.. GLUE AND INFALIL PLYWOOD EXPOSURE 1, OOR MIN. THICKNESS.TO FLOOR JOISTS. KEY EDGES OF PLYWOOD FIRST FLOOR PLAN NORTHM Bath/Bilco) SEPT 19, 2008 4., ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. KE:Y REV.: ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL. t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 6 8'-0" O.C. Existing Frame Wal'I I/�{" _ �'-O" DATE: MAY IL, 2008 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. -_ _ _ New Frame Wall SCALE : 1/4" - F-O" 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ------- Remove Existing S., ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ------- Frame Wall JOB NO: w200'10L 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGNEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ,;hIALL DE i,1=U 11iCEU riT ALL LVAD f'N'L1 bt;IkKINU rVIN 15 A I t'H I'IiNli'll il. A SINGLE I S/4" LVL Rill JV151 SHALL DE tCEGlllll[EU A I FLVVi PIERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ij,. ALL HUL T iPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF V2" DIA, GALV. I•IACHINE BOLTS a 24" O.C. 1A• PROVIDE FIRESTOPr1'l-1 I :U LEVE PEKE 1 RATIONS. OF AS 15.. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . FREDERICK ROBERT WEBER ARCHITECT ------------------, ------------------- ------------------, I II II II II II I I I I II II II II II II II 11 II „ fl II II II W II II II II II II II II 11 II II II II II II II 11 I I New Roof of I I Family Room AdditionLfl II 11 II II II II II „ II II II II I I I I ul II II II II — -----------i II II II ----------------- --------------- ---------------- I II II I ---------- r--------------------------I FJ_------- - -------------------- 1 1 II I I I I I I I I New Roof of I I I Porch Addition I I I I New Roof of I (, I I I I i t Mud Room Addition I I _----- J I --------- -J L-------------J II , I -------- ———————————————— r ------------------------, I New Roof of Shelves I , , 1 I MBR Addition ::A� Remove Doors I I 1 1 I I 1 I I I I I I I I I I I I I I ► Built-in DRAWING TITLE: I I I I Ex. Desk ———— ---------------------J I I I II ---- —-----, ------------J � I I Existing Existing CL HOME OFFICE I ' i SECOND FLOOR I I I j Shelves � j I � I II � I I I I Existing Remove Door. I I I I Widen Opening I I I I I I LINEN , I Existing Roof of I I 1 1 Garage I I I .. I I I I Ex. Ex. Existing Ex JOB: ______ CL. CL. HALL CL. ' ADDITION/RENOVATION I ; w STYPE RESIDENCE VTNrCOL N), 485 EAST ROAD o N CUTCHOGUE, NY I N w F_ i i TOWN OF SOUTHOLD Existing gCTM9 1000-110-6-11.3111.5 TFI BATH 2 O II II Existing I I I I ARCHITECT: Existing BR 3 I I I FREDERICK R. WEBER 41 EAST MAPLE ROAD I I I GREENLAWN. NY 11140 II , � 52 NOYAC PATH ----------J L---------------------------------------- I WATER MILL, NY 119-16 -----------------------------------------------------J Ld x TEL 631 '154-5555 Existing 'ZN w FAX 631 261-1084 BATH 3 SEAL: -} r 1 t: 1_ (Existing) (Existing) l � � • EXISTING 2nd FLOOR FLAN EXISTING NORTH TO REMAIN " AS 15 . SECOND FLOOR PLAN (M Bath/B,lco) SEPT 19, 2008 REV.: 1/4 ft /4II II-OII DATE: MAY IL. 2008 SCALE : 1/4' = 1'-0' JOB NO: w200106 I DRAWING NO. A OF A8 FREDERICK ROBERT WEBER ARCHITECT Existing Asphalt Shingle Roof Existing Brick Chimney (To Remain) ---------------------------------------------------- =---------------------------------------------- --------- }--r--------------•-----------------T I----I'.`I---1 T--------------------------------T'I Family room Roof Pitch I I I I:I I I 1 (All Other Roof .1...............................:_.................... ......... .......I..1............1:1 I I I Pitches to (latch I II I:I II I Existing House (4 1/2 in 12 t) I Existing : Existing I Window Window 12 I (Relocated) I(Relocated) I 1:1 11 EX EX I I I II I I I I Existing Asphalt ' I I I:I I I I Shingle Roof ` (Garage) ! ' I ' ---- — ---- — — n ------------------------ ---- — ---- ——————— ————— ———————————— ——————— ---- 8—d I II 11 I —i — r II II j Existing Vinyl iI I I I II II I Siding to Remain Existing Existing I I Existing II I New Window Window '{x'1 Pre,luge Window I I B B E 1 (Relocated) (Relocated) Treated qst, (Relocated) I Encase in II*6 1 I 1 Patch Siding as Trim, Strap I I I . ............ E0 1 Required for New Top t Bottom Mahogany I I 1 Window Openings j j Deck,ng I I — ———— ———— — — ————————————— _______=____________ _____ ________ —___ —--—————————----— -------- ------- ----- I -------------- —————————— -------------------------- ----------------------- ------- -------------- -------- -------------- -- 1 ----- --------- 1 I f 1 1 Pitch I I Grade I I I I I I I I I II I I P. Conc. I I II I I I I I I 1 II 1 I E I—Piers I I I I I I I I I I I I I I I I I I I 1 II 1 I 1 I I II I I I I I I I I I I I 1 1 I I 1 II 1 I I I I II I I I I I I I I IL L_-, L IJI I I 1 1 I I I I v ! I I I I I I I I I I I I I I 1 1 1 1 I I I I I I I I I I I I 1 1 I I I I I I 1 1 I I 1 1 I I I I I I 1 1 I I I I I I I I I I I I I I 1 1 I I I I IIII II IL---------------------------------------------1J-----------------------jJ-------J—I —L- I -----JI r � ----------,�„�T ------ ————— ——————————— FJ L-------� �, 17L--1' DRAWING TITLE: ELEVATIONS NORTH ELEVATION JOB: 17 ADDITION/RENOVATION STYPE RESIDENCE 485 EAST ROAD CUTCHOGUE, NY Existing Asphalt Shingle Roof TOWN OF SOUTHOLD SCTII# 1000-110-6-113111A ------------------------------------- -------------------------------------------------------------------------- ------------------------- ------T,-------------------7.-------------------------- ARCHITECT: I II II I I II II I I 1 1 1 1 1 FREDERICK R. WEBER 1 I I I I I 41 EAST MAPLE ROAD 1 1 1 1 1 I GREENLAWN, NY 11'140 I II II I 52 NOYAC PATH 1 I WATER MILL, NY 11916 -- I EX EX: 11 EX 11 EX EX I -----------------------------------------------------1 II 11 1 I New Asphalt I I I I I I Existing Asphalt I TEL 631 154-5555FAX L31 261-1084 j Roof Shingles I 11 I I Existing Vinyl 1 Shingle Roof I (To Match I I I I I Siding to Remain I (Garage) ' I Existing) I I I I I I I _______________ Lj_ _—_—__—_=====Q.� I SEAL: -- ------------------------------------ ------ ———————— _ I II I II I /-1 Existing Vinyl 1 I I I I I I I I Soffit to RemainEd Casing 4 VM I ;. r � T•� t4 qq _IIII I II II II II I I � IIII I I I I I I I I I I _IIII I II II II II I I � "" E ii i I I I I I I I I I EX I Existing Vinyl g Sidin to Remain it I I II II II II I EX I I I I EX 1 I I I I I I I I I EX EX I II II II II I I -- I ------------ -- -----___-- -----_— —_��—__ ---Li====-----_ --------------------------_---==m==—==� __ —I ————— —————————————————————————————— _— ———— ————— ————— —— —— —— — — L——— ————— ———————————————————— —————— ——— — — __——— ———— —————————————————————————————————— —— ———————————— ——— —————————— ——— ———=——————————————————————————————————— —————————————————————————————————————————————————————' 1 I P. Conc. Found. I REV.: SEPT 19, 2008 (Stucco Finish) I I 1 1 1 1 1 1 t 1 1 1 1 1 1 I I 1 DATE: MAY IL. 2008 I I 1 1 I I I I I SCALE : 1/4 1 0 I I 1 1 I I I I ti 1 1 1 1 I I __J JOB NO: w200106 II 11 11 SOUTH ELEVATION I I 1 1 I I I I I/4„ I,—o°= DRAWING NO. I I 1 I I I I I I L————— I J___-- _ J I i I g '"" i OF A8 FREDERICK ROBERT WEBER ARCHITECT q --------- - droom ----------------- ----- -=---- ------ -----------\-- FamRoofy Tr Pitch I I I I I I 12 6 Ridge Vent I II II ILfl I I I I:I I --- New 2x12 Ridge New 2x10 R.R. ------- I Ride Vent I I I:I -_--- (All Other Roof „ L________________ --------------------------- 16 oc I New 2x12 BEDROOM1 HALL BEDROOM Pitches to Match ew Provide "Ice E Water i New 10 1/4" F.G. I Ridge New 2x1 R.R. ExistingHouse N 2x8 Shield on Roof, 24 ' I Batts, R-38C 16 oc „ (4 1/2in 12 t) 16" oc Beyond Face of Wall] I I I I I;I Provide Ice it Water New 8 I/4" F.G. ► I 2 _O I Shield" n Roof, 2 Provide Galy. Batts, R-30C :I Beyond Face of Wall "Hurricane Clips" on Ix6 Fascia I Provide Galy. I New 8 1/4" F.G. New 10 1/4" F.G. All Rafters. Slmpsoln I I L_ Ne-w 2x8 C.T_____ I_ ____________ H2.• TyP• i, - -Tb oc- -- � -"H�rrnca e®E s"- _ Batts, R-30C Batts. R-38 ,411 I2af ersm son' -------------- (3) 2 A 0 p-- -------- �La PI wood I iny1. . ..... y.p.i. ' 9P Bd I vA Hdr. T /8„ G y ... ......... .I......... . . ........... . ......LY .t2 .... . . . ..._....... . . ....... Over .........Sh..at}iing� OVe�......... Lap Ply ood O T p IE. Typ. I ew I Si in I v Sheathing I sulatl B ck r I P yp' I I I , F I � I PORCH DINING FROOM LIVING ROOM -a'p /811 New kl `r MBR I hea h g Strip lob i g I I ` i New " Woo u s, Plywo fIDO Lap Ply ood I 6" Wood Studs, �� �� New 3/4" I I oc/ 6" F.G. I New II �/8" Sheathin Over 16" oc/ 6" F.G. a Plywood Subfloor j I Joists, 16" oc Bottom Ill 13' Batts. R-21 `t' ``� atts, R-21 -- I o �_____ -- -- - ewx — �Feated ————— —————— .;. - --———————————————I ---------- IO N F.G. New 6" F.G. Batt , R-21 " I 5/8"� raly. Batts. I Joists, 16" oc I I I I I ► I I Anchor IBolts I I I I New 8 P. Conc. I I II II II II , II I iv iw Foundation Wall w/ (2) US Bars. Top 2"x2'x3Z y16 New 8 P. Conc Washers, IBASEMENTt Bottom T Foundation Wall p". IIII IIII IIII ♦ (, LO �J J BASEMENT (2) #5 Bars, Top _- L I_J L_J Dam roof I r I I I I L_ t Bottom j Below Grade I I I I I New 4" P. Conc. New 16"x8" Cont. New 4" P. Conc. P. Conc. Footing Slab, Remf. w/ New 16"x8" Cont. , = Slab, Remf. w/ I I I 1 P. Conc. Footing 6"x6" 10/10 WUJP 6"x6" 10/10 WWF _ = g •• ------J-----------L-----J I .. w/ 2" Keywaye •• I �,, __ __ ___ w/ 2' Key_waye_-- — = L_— ----i ' -----------'—i--- "_J ---------- - ---- N ELEVATIONS PORCH SECTION AA (EXISTING) SECTION Bf3 SECTION CC SECTIONS 1/4" = I'-Q„ JOB: ADDITION/RENOVATION STYPE RESIDENCE / \\ 485 EAST ROAD CUTCHOGUE. NY TOWN OF SOUTHOLD SUMS 1000-110-6-11.30.5 / ---------------------=---------------------- \ --, —---------------------;------ ARCHITECT: r-�/---- L ----------------- r----- ' ------ -------------- ---------------•------------------------------------ ' T I?t------ I I:I I I I I I I:I i FREDERICK R. WEBER I I I I I I:I I 41 EAST MAPLE ROAD I I I I j l j l ExistingVm I I NY 11140 Existmlg Vinyl I I II lil Siding to Remain Siding to Remain 12 I 9 I GREEN I 9 I:I I 52 NOYAC PATH 3 I I I - -------- ------ -- ----------- I II I:I WATER MILL, NY 1191L I 12 I I I I I I:I I \ TEL L31 '154-5555 4 I/2 ± - FAX L31 2L1-1084 melt _ SEAL: v/ e • -___-a- _ --'--___®-____--®-____eQ____----____ ``\_ \ -------------------- - - - ---------------- - -- --------- ,--------------- - ---- ------- -------- �•i..•- •eGK f�• � . r ------- ------------------------- ------------ I I .. I I �Existmg Vinyl I I Siding to Remain I I Iq New 1 I ISidin D I I Existing Overheadf Doors to Remain y , i I V L I I I I I I i _ -----_— — -- ------- ---- --------------- ------- ------ ---------- ------ --- -- - --------------- --------- I REV.: SEPT 15, 2008 --------------- Grade Grade DATE: MAY IL, 2008 I I I I I , I „ I I I I I I I I I I I: I I I I I I I I I I I I SCALE f I I I I I i JOB N0: w20070L I I r' I I LL J L--� —_J I I I i I II I II II DRAWING NO. WEST ELEVA � 10NEAST ELEVATION ______ ------i -----JI ------------ — ----------� 1/4 L-- L------- --� -- —_J L__J I I L__J 1 _J OF AS FREDERICK f 1 N 1 S H 5 C H E D U L_ ROBERT . SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS WEBER CL clef z Z W W a, ARCHITECT _ _ o �t u < 4LU y . v Cl cL ) U O O Ck `� 1+l ►� oc H z O O W W U W Z Q U Z 0 uV> W (L W = ?- CO o Z = U w Z U v- z U NOTE;FOYER:/CL. 8'-0" TRAY CEILING IN POWDER ROOM IQ 0 8'-0 " MBR, FAMILY ROOM LIVING ROOM 91 0 8'-O" ROOF: DINING. ROOM 8'-O" PROVIDE "SIMPSON" ASPHALT SHINGLES GALVANIZED "H2" 36" WIDE STRIP OF "ICE t WATER O KITCHiEN + 0 08'-O" - - - - - -� "HURRICANE CLIPS" SHIELD" 9 ROOF PERIMETER O ON ALL ROOF 304 FELT J FAMILYROOM ® 10'-0" Tray Ceiling - - - RAFTERS - - - 5/8" PLYWOOD SHEATHING LL r1UDROOM 8'-O" Wainscoting to 5' Hgt. 2X10 R.R.. 0 CA ~ LAUNDRY 8'-0" 16" O.C. O HG. I 2x6 BLOCKING/ INSULATION HALL ® 8'-0. 2x8/2x10 STOP BETWEEN RAFTERSLfl MBR/ WIC 9'-9" Tray Ceiling 16 O.C. NOTE: ALL PLYWOOD TO _ LAP TOP WALL PLATES M BATH � � 8'-0" Tile to 4' Hgt. — IN CONTINUOUS SHEETS DECK Y)Nffloo�= GARAGE 10'-0" 5/8" Type 'X Gyp. Bd. '- � TOP OF 1.,6 FASCIA BD. WALL PL. IL EL 10" F.G. BATTS (R36C) 2x6 CONT. E (2) 2x6 TOP WALL PL. 2x4, 16" O.C. (3) 2x10 HDR. (TYP.) _ EXISTINgG FINISHES ON 2ND FLOOR TO REMAIN "AS IS". --- VINYL SOFFIT TOP OF ROUGH OPNG. FOR "ANDERSEN" FRENCH DOORS t DOUBLE-HUNG WINDOWS= 6'-II" ABOVE SUBFLOOR WINDOW SIZE (VARIES) ` ��- BACK BAND ( DRAWING TITLE: \ ----- SCHEDULES N m m 3/4" LYWD �—VI YL SIDING TRIM SUBFLOORiy (NAIL t GLUE) 3 # FELT DETAILS 5/8" PLYWOOD SHEATHING m 11 1/8" I-JOISTS 2 6 STUDS, IC O.C./ \ 6" F.G. BATTS (R21) - New t Existing TOP OF 2ND FL. Subrloor to Align SUBFLOOR cz 2 3/4"' ( JOB: WINDOW II � I IIf �- W I I V D O W � '/�° � 4 MYYY)6AA 6 1 3/4" LVL RIM JOIST ADDITION/RENOVATION CROWN `-11 N " STYPE RESIDENCE D I 2 3/4 VJ4 5 ►/2 3r�1 2 3/4 2x6 PRESSURE TREATED fP Half Full Srze WINDOW SILL - �-� �5/8"I) x 16" GALV. A.B.. �485 EAST ROAD Half Full Size „ 5/'8" ELEVATION BEAM - TYP . � WASHERISOLATE FiROri CUTCHOGUE, NY GYP. BD. ELCOPPER TERMITE ,ACQ LUMBER W/ FELT TOWN OF SOUTHOLD .� 3" = I'-O" 3" = SHIELD AND SILL SEAL ij TYP. ON FOUND. WALL SOTM# 1000-110-1-11.3t11.' G� M � - FOR STRAPPING NOTES, SEE DRWG. A8 ARCHITECT: FREDERICK R. WEBER _ m Note: GR ENLAWNPNY IRI O � Where Window Sills - Occur Directly m Z Above Countertops, M WATER MILL, NY 11916 52 NOYAC PATH iv Eliminate Casingg and - \ Extend Bac'splash to Underside of Sill 8" THICK P. CONC. 71� TEL 63115-4-5555 WAINSCOTING BAAC 1/8" I/?�„ FAX 631 261-1084 _ FOUNDATION WALL WINDOW _ W/ (2) #5 BARS WINDOW 15/� 3 1/2" 11/41, TOP t BOTTOM SEAL: CHAIN RAIL SILL Half I'Full Size Half Full Size DAMPPROOF <0 �UINDOI� / D001� � ., �,:.,,� Fr. ,r r0 CASING - TYP . BELOW GRADE f 3 i Half Full Size M ll 4" P. CONC. SLAB W/ 6"Fx6" 10/10 L WWF REINF. 16"X8" CONT. Ln o o P. CONC. FOOTING RE1/•° �..a �_ W/ 2" KEYWAY (14 GRAD BELOW DATE: MAY 16, 2008 SHOE m SCALE WIDTH AS REQUIRED 1/4 JOB NO: w200106 CASING DRAWING NO. Br4, SE -4 " BASE NULT IPLE UNITS J� SECTIONA' Half Full Size Half Full Size Half Full Size WALL I (TYPICAL) OF A8 SIi-iPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE si EACH RAFTER EDERICK Joint Description Nall Sizes Nail Spacing R®SERT ICE SHIELD UidCEP.LAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRANIING HURRICANE CLIP Rafter to Top Plate(Toe-nailed) 3-8d per rafter TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Fans-nailed) 3-16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Part�ons(Fay-ne!led) 4-16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Faoe-nailed) 2-8d per tie SIMPSON H3 Blocking to Rafter(foe-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d ' per foot Top Plates at Inter�,ons(Face-"palled) 4-16d joints.-cach side SIMP50N H2 HURRICANE MST31 METAL STRAP Stud to Stud(Face-nailed) 2-16d 24"o.c. CLIP NAILED. FROM PROVIDE 8d COMMON ALL JACK POSTS Header to H�,.ader(Face-nalledd) 16d 16"c.c.along edges RAFTER TO STUD. - NAILS s 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nailed) 2-10d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per 2x6 stud SHEATHING TO LAP TOP 2-16d per 248 spud -� WALL PLATES / -'� Bottom Plate to Floor Jolat,oandjoist,Endjoist or Blocking(Faoe-naked) 2-16d 1 '2 per foot ,APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. — 9 - 8d NAILS FLOOR FRAMING MST31 METAL STRAP F Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist s JACK POST MST21 ° STUDS Bridging to Joist(Toe-nailed) 2-8d each end -- / w/ 4 - 8d NAILS 848" O.C. Blocking to Joist(Toe-nailed) 2-8d each end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate(Tee-nailed) 3-16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam(Face-nailed) 3-16d each joist METAL STRAP 632" OC. Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist FLOOR JOIST / MAXIMUM. Band Joist to Joist(End-nailed) 3-16d perjoist Band Joist to Sill or Top Plate(roe-nailed) 2-16d ' per foot DOUBLE TOP----' PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x b 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4"o.c.perimeter zone STUDS f SIMPSON MTSA 18-Z W/ other W o.c.edges of (6) 8d NAILS TOP # panel, 12"Q,c. interior BOTTOM 632" O.C. Diagonal Board Sheathing of panel 1"x 6"or 1"x 8" 2-8d per support -LzrLV x 10"or wider 3-8d per support / CEILING SHEATHING/ I � Gypsum Wallboard 5d T'edge/10"field SIMPSON MTSA 18-Z W/ (b) 8d NAILS TOP # n. WALL SHEATHING BOTTOM 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z UJ/ - SIMP50N LTP4-Z W/ 7/16" 6d 3"edge/6"field (0 8d NAiLS TOP # _ l6> 8d NAILS TOP # BOTTOM a 32" O.C. BOTTOM s 32" O.C. 25/32" 8d 3"edge/6"field FLOOR JOIST NAIL SHEATHING TO SILL PLATE : = TOP OF FOUNDATION R - _ 1Z::N.Ltjs- s _ -- QI 1 8d NAILS 4 O.C. - _ - - - Gypsum Wallboard DRAWING TITLE: :...:..::. 1Ip 5d Ted s!70 t; (SHEATHING TO LAP ILL PLATE) .. . ,....: .... _... . :....;, ,.....:.' ..... :•,.. g S G SILL Hardboard 8d see table 3 9 2 5 REBAR :. i / 1 J bi � 1 b � el a Jr�e o rd Pan s u e @�e taus 3.s x 6 ILL ( ) (2) 2 PLATES S S ;:. Diagonal S CAD DETAILS al Board heathen TREATED, 9 g A CQ 1:1 N 1 H H 1 6 or 8 x 1x - 2- 8d r support Pe PPo 2 7 11 N 6/8 x I A.B.5 .. 0 1 x 10 or wider., C '. 3-8d - :• '�• r support DWG. ... ... f' :: II - .-. .. .. .: SEE FOUNDATION G. � - . ., x10 WAS HER. / 2 R. '.y:` w 4 .I N ', R DESIGN/REI FOR IN FOR D 5 N N C G DIPPED AL OR(HOT D V. F(H G. FLOOR SHEATHING HEAT i , TEES, _;:.. .:;�,. .:•{.':• - STAINLESS S SECTi 1 ISOLATE WASHER FROM ELEVATION Structural Panels IOI"4 SILL PL W/ FELT STRIP 1"or less 8d 6"edge/12"field ` ° greater than 1" 10d 6"edge/6"field HOLD D OW + H EAR C O N N E C T i O �,6 R I T I �I.�AL PATH Diagonal Board Sheathing J013: I x 6 or 1 x s 2-8d per support ADDITION/RENOVATION 1"x10"or wider 3-8d per support STYPE RESIDENCE 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed -485 EAST ROAD 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall CUTCHOGUE. NY be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 2When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 -16d nail per foot. SCTM# 1000-110-6-11.30.5 I• ..... ....a.l. ....,. .'...'...' ...'...'.'.'. .r,.. ARCHITECT: .'.i.'.'.•.•:... .................. ..I.I.. NOTE: ......:. Neta�uof:' . :.':: :: Fa �1' R 'Add tion �'' FREDERICK R. WEBER HIGH PRESSURE ZONES ARE WITHIN i...... .9....'......::.... :....1.1.. 4' OF EEAVE, RIDDE, HIP OF VALLEY ::; . „ EAST MAPLE ROAD :..:. :.:.:.i GREENLAWN. NY 11140 .................. . ...1..... ......... ......... .....11.. DESIGN CRITERIA: wAT>=°R riiLP�Y 11��6 ,..... r,.. _ PROVIDE 8d COMMON NAILS s 4' O.C. i'''' '... ,, IN HiGH PRESSURE ZONES : , :' GROUND - - - 3...... : I. TEL 431 '15'4 5555 6" O.C., AT ALL OTHER PORTIONS OF ROOF ':•..1...' . :•••.i.,.. R UND SNOW LOAD 45 PSF. WEATHERING SEVERE "'""' "'r'' FAX L31 261-108�4 :'i' I i/4" x 20 GA. GALV. STRAP 1 I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 3C TYPICAL. :.i.::... a.�.. :: LIVING AREAS - 40 PSF_ L.L. -- " �- _"� =� - '' w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN TERMITE - MODERATE TO HEAVY ....... rr.................L a aEDROOMS - 30 PSF. L.L. {: EA E D I6 0.O.C. EACH E 6 ................ ................................................................... ... EACH N C CH ND I O.C.OEA J.1.. J.I DECAY - SLIGHT L: I.T. --- --,�,'ry',---- --------- -- - - --'•F.i.-='=- ='-'=----•--'''--•��.�.-=-===== ======='=.i';:.. .11 i --�•-�` . ,..... ,' .. r, i�t'E'W'RQc?P Of _ W ,.. Neiii:':i<?•oP:•:•oF•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•..,..' IND SPEED 120 MPH : ,. ., :•:Mud:':•Boom Addition Lv F , ;........ {......................Parch.....•.......................,... .................. ..................... I 11 I I/4 >x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP _ ICE SHIELD UNDERLAYMENT REQUIRED YES �• SEISMIC DESIGN CATEGORY B ..... ......... ......................................................... ..... ................ ................... ,.�.. .......:. :::::.. 1 I ---------- ------- :..:::::':.: .11.............,. H w/ 5-83d COMMON NAILS TO w/ 5-8d COMMON NAILS IN :�;':':N• �':'R'o�f':'of: ! - -- - ---- ---------- •-�(: i FDN. �'al O.C. s EACH END 16 O.C. ( +' ..,.1..".�i.':' 1a'':':A Cif�i:ta.On.'.':.'.'.'.'.',•, I ; •11... '.11..' .. ..... 1 1 ......L1. ....... I1 \�;•� --/ DESIGN CRITERIA: \ . _ i. ........ I — I • ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME -�.,.1..• ,1 1j , CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. v 9 .., 1 v. ... ;,......:....:..::.::...:,.: ' Existing Roof of ! • 1, ..1.,.. t I I House to Remain1,.: s L•„ 1 I ✓ :ri.y!;9„s..:is ;, Existing Roof of Garage to Remain 9 I� 2 -0 MAX. �;�,1+:i•,•r1,n:: WINDOM-3 m GLAZED OPENING c I REV.: 1 " 2 -0 MAX. DATE: 1"iAY IL, 2008 2 - 8d COMMON NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE : 1/+f" i'-0" PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MiSSiLE TEST OF ASTM ". E 19% AND OF ASTM E I886 REFERENCED THEREIN. IN LIEU OF IMPACT r ;fs�a JOB NO: �300106 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ra�,4.'y' a,;r ; PROTECTION. ATTACHMENTS SHALL BE 2 1/2 US WOOD SCREWS, 16 OC DRAWING NO. ----------------------------------------------------------------- FOR- ------------------------------- J �`; '�° I SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' --------- ----------------- ------ u: 4:,F ROOF PLAN CANTILE�/ER OVER FOUNDATION CANTILEVER OVER 'FIRST FLOOR OF AS ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT ELECTRICAL NOTES : 0 DUPLEX RECEPTACLE WEBPR 0w.P. DUP.REC.-WATERPROOF I- RECEPTACLES @ SWITCHES TO BE "DECORA" (LEVITON), WHITE. GFi DUP.REC.-GROUND FAULT 2- DIMMERS TO BE "DIVA" (Sllide Control). WHITE. 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. ® DUP.REC.-FLOOR ARCHITECT 4- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. DUP.REC.-ll)SWITCH OPER. 5- ELECTRICIAN SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ (p SPECIAL OUTLET OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). 6- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. O SURFACE MTD.-CLG. Hose OP SURFACE MTD.-CLG. (Porcelain) ELECTRICAL FINTURES : __ _ __ Bib -¢ RECESSED-CLG. I I b WALL MOUNTED OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING, ETC.) I I i I i DUP. FLOOD 2- KITCHEN PENDANT 3- BATHROOM WALL SCONCES i i sP 00 P i a i HIGH INTENSITY, SWIZEL, RECESSED 4- SURFACE MOUNTED INTERIOR AND EXTERIOR CEILING FIXTURES =1 CLOSET LIGHT 5- ALL DECORATIVE EXTERIOR FIXTURES ! d I I I � I I I � SHOWER LIGHT (Wet; Location) 6- PADDLE FANS UNDERCAB. FIXTURE I I ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I I I I ® ® DOORBELL/CHIME I- ALL PORCELAIN FIXTURES I I i 0 EXHAUST FAN 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO", 5"0), HOUSING # TRIM (Whit 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS PADDLE FAN 4- UNDERCABINET KITCHEN iFIXTURES I I ! I PADDLE FAN / LIGHT 1 " I I I i ❑ ATTIC FAN I Outdoor Shower i 'Cold Water, sP SPEAKER 'Drain $ Shut-off Lin Basement t t I I I I ! I ! I — �A ° O CABLE VISION " I L\\ H se�� i ____________________________________________$�\B-b ---------- � I i I a © COMPUTER (Cable $ Phone) f�+ ' I ' W.P. ° [Ell LIGHT W/ HEAT/FAN/'NIGHT LIGHT +-s— I -------------------- — — — I I I i ---------------------Q-------------------- I i I / I TO THERMOSTAT I / FAN/LIGHT SMOKE DETECTOR ---'------ I _-_-_-- Oco CARBON MONOXIDE: DETECTOR n v e I ' - ----- ----------i SWITCH ------=-----------=------ w.P P --�--- a -------- ------------ s SWITCH 3-WAY LL o I GFI 4 SWITCH 4-WAY II46 E) ° l xis !n ) 40 SWITCH W/ DIMMER o Bas $w SWITCH WATERPROOF DRAWING TITLE: —. ....... . II I I I I ! JS JAMB SWITCH . g C1onc. Landing r------------- K� KEY PAD ELECTRICAL E PLUMBING e r I I ' `N'GFI i i EX EXISTING /i L-- I I 0 I Chand lie• I I , I I I FIRST FLOOR ---- -------- - ---- II I II anti I I Ra To Garage , II I II i i II "° o!o a o . II DW i I I AL I I i i i I I I JOB: —•—•—•...... ——————————————— GFi I I ;: ; ADDITION/RENOVATION Hose I I ———————————— STYPE RESIDENCE - - B --'- ----------------------- Exist ing Electrical ' I `' i------------ 485 EAST ROAD CUTCHOGUE, NY Ref. I -(�----- I TOWN OF SOUTHOLD �6NGFI SCTM# 1000-110-L-11.30.5 Existing I i . Electrical Existing I ARCHITECT: Electrical FREDERICK R. WEBER i 41 EAST MAPLE ROAD W D I GREENLAWN, NY 11140 ------------- I 52 NOYAC PATH lectir gal WATER MILL, NY 11916 II -----------------------------------------------------J TEL 431154-5555 II FAX 631 261-1084 I I SEAL:�� i� n L_____________________________________________ ___________ ______,__---__--_� /ems •. •�..,.,.- �"�. r:`, `. �' I T, dGr \ %,, T-. OWNER TO PROVIDE THE FOLLLOWING APPLIANCES, INSTALLATION & ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: 2- RANGE HOOD: t" 3- REFRIGERATOR: 4- DISH WASHER: ELECTRICAL I R S T FLOOR PLAN (M Bath/B!Ico) SEPT 19, 2008 5- WASHER: EXISTING NORTH 6- DRYER: EXISTING REV.: /drr _ Ir_Orr -TT DATE: MAY IL. 2008 F' LUNBING NOTES : SCALE : 1/4" = 1'-0" I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. JOB NO: w200101, 2- ALL EXPOSED FEEDS AND) ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER', PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. DRAWING NO. 5- ALL HOSE BIBS SHALL BE: "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 6- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR RANGE, DRYER, FIREPLACE AND WATER HEATER. E I OF EI/Pl