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HomeMy WebLinkAbout36828-Z Town of Southold Annex 4/26/2012 Gy P.O.Box 1179 54375 Main Road • c Southold,New York 11971 0 CERTIFICATE OF OCCUPANCY No: 35561 Date: 4/26/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1050 Waterview Drive, Southold, SCTM#: 473889 Sec/Block/Lot: 78.-7-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/25/2011 pursuant to which Building Permit No. 36828 dated 11/21/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions &Alterations to a Single Family Dwelling:Bedrooms, Baths Kitchen Dining Room Unfinished Basement Windows and Deck as applied for The certificate is issued to Schill,Mark&Woodhull,Amy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36828 3/7/12 PLUMBERS CERTIFICATION DATED 4/24/12 OMattit=k-yfumbing Auto ed Si ture TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 36828 Date: 11/21/2011 Permission is hereby granted to: Schill,.Mark &Woodhull, Amy 1050 Waterview Drive Southold, NY 11971 To: Additions &Alterations to a Single Family Dwelling; Bedrooms, Baths, Kitchen, Dining Room, Deck, Unfinished Basement, Windows, as applied for. At premises located at: 1050 Waterview Drive, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-27 Pursuant to application dated 10/25/2011 and approved by the Building Inspector. To expire on 5/22/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,101.20 Total: $1,151.20 Building Inspector Form No.6 TOWN OF SOUTHOLD. , BUILDING DEPARTMENT TOWN HALL. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new-use-. 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural-or topographic features. 2. Final Approval from Health Dept,of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. 'Sworn statement from plumber certifying that the solder used-in system contains less than 2110 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.-- I- Accurate survey of property showing all property lines,streets,building and-unusui-1 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$1.5.00,.Comm eial$15.00 Date. New Constructions Old or Pre-existing Building:' (check one) Location of Property l �e L y ousel No- Street Hamlet Owner or Owners of Pro-ert ' � r M 1 SG r l Suffolk County Tax Map No 1000, Section 8 Block Lot �7 Subdivision Filed Map. Lot: Permit No. ��� Date of Permit.A 0 V Applicant: Health.Dept.Approval.: Underwriters Appro Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee-Submitted:$ �� V Applicant a ure o�*pE SO(/r�Ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richerta-town.southold.ny.us Southold,NY 11971-0959 olyc4U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mark Schill Address: 1050 Waterview Drive City: Southold St: NY Zip: 11971 Building Permit#: 36828 Section: 78 Block: 7 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini License No: 33419=me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 39 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances N31 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a overhead service, 3 combination smoke/co detectors, 2 exhaust fans 2 paddle fans Notes: Inspector Signature: Date: March 7 2012 81-Cert Electrical Compliance Form.xls . y � �� .r Hall, 53095 Main Road p • `� Fax (631) 765 C is P O Box 1 179 �Q� v �� Tclephone (63 I) .1rw York 11971•0959 • 1,�( BUILDING"DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ Building Permit No. Owner: Please,pnnt) . Plumber: �/.,-4-iuc.J— P(0/?k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I % lead. (Plumbers Signature) Sworn to before me (his j.av of 20 /.2— rota DENISE KING ry Public, State of New York Registration #01KI6041757 Qualified in Suffolk County My Commission Expires May 15,gfrJ/ Votary Publi f `'�--- County pF SO�ryo�o cOUNTI,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 M.SPECTION [ OUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 -- ----------------- - -- ---- - OF SOplyx 'J o • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO 9-6ATION 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: l l DATE �� q INSPECTOR 3�(PZe,ZL- OF SOUryO TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4� c �� G DATE �?' INSPECTOR '' vcal oF sooryo! coum TOWN OF SOUTHOLD BUILDING DEPT. T65-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION / ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR""' ' SO�Tyolo 36?2 cOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ���= 7-7 a2Q rT�- G. DATE �` INSPECTOR �� OF SOpT�olo l courrtv,��' -r� TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ �] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORZ, .. OF SOUjyol ycoU ,� TOWN OF=SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING POINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)'' REMARKS: DATE % (/ INSPECTOR /fJ / Of SO(/r�o� o�yc0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION' [ ] FRAMING/STRAPPING KFINAL.- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - . ,-- ;L , DATE INSPECTOR ✓cam` 3� k2- 2:72- pf SOUry�! �ycOUHT'l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 71NAL S ATION [ ] FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l r DATE INSPECTOR ON ROUGH FRAAnNC PLUAM ING WA ■ STATE ENERGY . . i l I / - . , TS -- �■r ism Win ik "Al NwIll Ell _ it 1 TOWN OF SOUTHOL'a BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board ofHealtli SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 O�g Survey SoutholdTown.NorthFork.net . PERMIT NO. d Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form I 1 Contact: Approved I ` 94 ,20� Mail to: Phone:_ / Expiration — aA ,20_L3 ` P is C E v Building Inspector OCT 2 5 2011 CATION FOR BUILDING PERMIT BLDG.DEPT, Date , 20 TOWN Of SOUTHOLD 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C�c�nF� Name of owner of premises I" 12 rk (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: 4 r House Number Street Hamlet County Tax Map No. 1000 Section / Block Lot / 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 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) units Number of dwelling units on each floor 5. If dwelling, number of dwelling If garage, number of cars i 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 of entire new construction: Front Rear Depth - V1 Height Number of Stories 9. Size of lot: Front Rear y 0 Depth /5(p 10. Date of Purchase o@ 2-000 Name of Former Owner 41 ilL1 Or-, 11. Zone or use district in which premises are situated rem k Ckr_�1_1 a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES V-'O'NO 14. Names of Owner of premises riq ` Address 1030 Phone No. 7&S-a- 9$3 Name of Architect T .;ty)'1 Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO r� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17 If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. <^.�:MME D.C�9.11'40H PoY�ry F1uP3lsC, tete York Pto.t}i>''ri_r��g�3�.`•bg41 Sworn to before me this iax..aitoad in Sol r;K fsoMtY day of C 6 20 Enpi"e's-ApM 14,2 dta- Notary Public Si p an T.o" Wn of. Southold Erosion ' - • z , '$edimentation & Sjor►n Water Run-off.�ASSESSMENT FORM PROPERTY LOCATION:. S.C.T.M./l: . THE FOLLOWING ACTIONS MAY REiQUIRE THE SUBMISSION OF A �f 7 �r SfORM WATER,CyR74DiNG,DRAINAGE AND EROSfO CONTROL.PLgN 'blsvici' sermon �Irxx.- � GERTIFIED BY A DESIGN PRQFES$ION L IN THE STATE OF NEW PORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WOitKASSESSMEfV�I' Yes No . a. What i§the Total Area of the Project Parcels? —' (Include Total Area of all'Parcels located wiithin '� Will this Project Retain AD Stomi-Water.Run-Off the Scopeof Work for P Generated b roposedConstrtrclion) y a Two(2")Inch Rainfall on Sr'te? b. Wbatis the Total Area of Land Gearing (S.F.r-A�) (This item will I idude•all n"flcreated by site and/or Ground Disturbance fir the proposed clearing and/or construction activities as well as ail — construction acbilyt . -Site Improvements.apd'the permanent creation of {sA/Aaes) 'Impervious surfaces.) PROVIDE BRIEF PR0=r DESG4tIMON (Pm%ft Addit4 payee as Needed) 3 Does the Slte Plan and/or Survey Show AD Proposed Drainage Structures Indicating Size S Location?This Item shall.Include.all Proposed Grade Changes and a Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sedimentcontrot practices that will be us••ed to l� control site erosion and storm water discharges. This item mustbe maintained throughout the Entire Consthrction Period. 4 Will this Project Require.any land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Invohdng more than 200 Cubic Yards• of Materiai within any Parcel? `. •i Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five ThousandCl (5,000-S.F.)Square Feet of Ground.Surface? D. — '6 1s there a Natural Water Course#Running through•the Site? Is this Project within the Trustees jurisdiction General DEC sw►PAP Rerrufrements: or within One Hundred(100)feet of a Weiland idr Submission of a SWPPPfs required for all Construction activities involving•soil i3each? disturbances of one(1')or more acres;Including disturbances of less tan one acre that are part ofa targ0r common plan that w8lultimatey disturb one ormore odes of land; '7 Will'there be Site preparation on Existing Grade Slopes ' including Conshudron acbvtites involving soft tlisturbances of less than one(•1)acre where which Exceed Fifteen(15)feet of Vertical Rise to ' the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of 1 116r zontal.Distanee? — — (SWPP.P's Shall meetthe Minimum Requirements of the.SPDES General Permit• 8 Will Driveways,Parking Areas brother-Impervious for Storm water Discharges from Construction activity-Permit No.GP4 0-dill.). Surfaces be Sloped to Direct Storm-water RUn-Off. C� I.The SWPPP shall be prepared prior to the subrimittal.of the NOL The Not Shan be ElsubipMedtotheDeparbnentpriortothecommencementofponstniatonw%ly, into and/or in the direction of a Town right-o�way? 2 The SWPPP sitar describe the elation andsediment control practkes and Where 9 Will this Project Require-the Piacerrient-of Material, requi st�ru den srorrn'water managemmtprdcikes that will be used and/or' #Removal of Vegetafton and/or the Construction of apy Pollutantsidil storm water discnalL I rg addition, t assure Item Within the Town•Wight-oFWay or Road Shoulder - compitatrcewith tlrQ terms and condinotis of this pertniL in addr'tion,the SWAPP shah keen*potential sources of poqufieon which may reasonably be expected to affect the Area?(rhb item mill Nor hreh,d.tit.Idstagation cHkNewayAiSron>a quality of storm►water+iLscdtarges MUTE If Any Answer to Questions one through Nineis Answered with a Check Mark 3.Ail SWPPPslhat require the post-bonshugion storm watermanagement practice in a Box and be the 0pnstrrrctron site distuibanee is bi tween G G079F S 1 Aero to area, component shah 'prepated by a quarried Desitggn Professional I kensed ih New York a Storm'watey'emding,Drainage 3 Erosion Controf flan is Required by tiro Town of that is knowledgeable In the prirxdples and prdell=bf 5torm Water Mfinagement Southold and Mustbe-Submitted feriteview Ariorlo issuance of ArryBundtng pemdt (N07$ AO"?d ark(ir)andkrMswerforea hQuestbnbRequlredforeCompleioLlppnpVan) STATE OF NEW YORK, eepWWII Notary Public,State of New York COUNTY OF. ...»� . .............. ......SS No.01 BU6185050 sh That I,,.�;�:►�cl;.�C,!�;� .. Ere Qualified in St�folk County Com i ioqq xpi §April 14;2 lmF skin .;r;e�g".. ...............biting duly sworn,deposes acid says ga%t e/ e is (Name of MdN the applicant fo Pemjt, And that he/she is the . .....»............. ......... ......»......,.................................................... !. .ConjiaeMr Agent,Corporate Dtficer,'etc) Owner and/or representative of the(honer 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 of... ... ..........,2U..�./ al--> —- Notary 1'ubhcL!C/� (Signature of Apprmirit) .FORM - 06/10 LATHAM • SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 November 16, 2011 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 1050 Waterview Drive, Southold To Whom it may concern, We have been contracted to make necessary minor modifications to the septic system at the Schill residence, 1050 Waterview Drive to conform to the Suffolk County Health Department standards for a 4 bedroom residence. Yours truly, a Otit '�s ohn D. Hocker,V.P. 0,X r a v y.:Icr .'n, 1 Marine Construction•Dredging 9 Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 Ol • �O yC4UNT1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 24, 2012 Mark Schill 1050 Waterview Dr Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36828 —Addition/Alterations 6. P 36 � g BUILDING PERMIT EXAMINER CHECKLIST '�Dater�Submittte-d.. Date Reviewed: Applicant: !� " o t 16 PP Owner: ��a"L4L Architec ngineer• Estimated Cost: SCTM# 1000 - 7g - . a7 Subdivision: Zone: Conforming? NO Property Address: 1 ©�� yV �� City. Pre COs? Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o �N Determination: R M�T� * . :._.RA N.�, �� REQ. Lot Size: 4D CT. Lot Size: `1t, ��� REQ. Lot Cov. a 07o ACT: Lot C;ov. �1L' REQ. Front 3 S ACT. Front 6 REQ Side /0ACT. Side b K REQ. Rear "3s PROP. Rear_ REQ. Height. 55 ACT. Height a RE a. 6oTH IDES ��A C T 0 - Pro'ect Waterfront? Y o � 1✓ If yes, water body: Panel# ood Zone: :ulkhea / litance: ADDITIONAL APPROVALS REQUIRED QLRN S��� SIGNED, SErILEDSuP�/ty 0 Suffolk County Health o0- If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y•N If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y OO Date: / / Permit#: or NJ Letter-Notes: Southold Trustees: Y or/0 Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y o N Date: _/_/ Permit#: -Notes: Southold Planning: Y of Date: "/ /_ Permit#: -Notes: Town Landmark C of A: Y o&T& _/ / *NYS CODE-Compliance(page 2): Y or N \ CaNTRAcT�R 0CGNSt DI5AB10'ry I_IABiI.1 Ty . ..,WORkl-MNS oil COMPeWS4T-/ / ` Notes: , ` 1 ` ��yy Fee Structure: Calculation: _ Foundation: S33 SF -g-S-3 X $ , First Floor: 1790 SF + Initial.Fee: $ B ,, Second Floor: SF +Additional Fee (�^�: $ Other: SF SF X$ , =$ Total: a- SF +Initial Fee: $ +Additional Fee ��: $ C of o FEES � ,�0, a� As BUILT FEE --t4— TOTAL: $ � t ® ( s d� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC"DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: I -lee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: . DESIGN CRITERIA: ENGINEER.ED/PRESCRIPTTVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YfN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS N EGRESS 5.7 S.F.: Y/N 4 LIGHT 8%: .Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N P LUMB ING RIS ER D IAGRAI\4 ff N LOCATION OF FIRE PROTECTION EQUIPMENT` Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCSUN (RES 'NECK) T 6/0 0 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 511 l i 1 Wit[' - J s ♦ I l -• Y �� • i !• 00% f ��. .>�.�.mil-i+��rMw `P•1,._; �!'.� ' ooi� , .%� AN 0W'NKR-t_. 44 V Vh< [--i\i( . j_7 1--) . CI.. �t7ttfi�7t�i3�tfi�i�ki-irJt�s lb DATE�EC J ��I�i H. D. RER. E The sewage LYieposal and water supfacilities for this location haveinspected by this department.and to �to be sattS�II t �Chief of General Eng ne 1G>ItE[`►L 6000'.P4 +z C .} - Services._ ,W.4-re c1view Dom( K. .; .� .4'.,;�•,'�,,:. ` ` .,�.: �. ,�>.,a'.:.,; •�ti'`•'� ''• t.Tt ortl_ 'tq wly�er- c5aoae C.r'le�ak. .�,.i •^-.a•j 'A ,1� :1,: _t`,tui'.4:. ';s..ya A': .. � .1 � .6..OL.�J� • wX•.: •if'�..a 4�: S� .:l'.~,.��{rt�'74.•.Yls�1n.4, .{y _-�.., I!`...� il• •• t�f 1. ., _.,,. -r. •:. ;� .,:'�.j e...1�.u�i ':'J: ..c:) F _r,.1.-.G'.• -,,,,A};,!'f`r'�'. "- .. ':4�:. .1,••: :u.. .. ..� ,.� :'-'i7;•. !'��:':t: `a.; S;.fit^�,..•4,•�- �•1^�::b'.a;.:.cy,. nN :R•ir.'�:, i� an•- �_..�• f i�,�-�'jCr�t,3• .ti,�'ts ..Z?t Mk•{�•,'..�q �},+ •{ ,• .-. `,etiYa'- :•s. �, r:- .. . '-�;- - • - I ' ' . :' '. � ,,/ Gong SALE'? tz _ r i t - T. i ''`"ems.. I[•,..�_ _gip T; ;�._j`�.•O�J,�tJ.f�. J.i: '.,- - Lie - TOSCALE• (x low. iv THIS SURVEY IS A VIOLATION OF OCTION 7TC9 OF THE NEW YORK STATE. EDUCATION LAW. ' _ - :L1Z�- - _. INc O .CONSI MD ` COPIES OF THIS �SURVEY-MAP NO BEAR THE LAB O SU:.VEYOA•S INYED AL OR Gr'� EJA6p55[D SEAL-SHALL NOT t:'° v^-7-• •t.N-39b09� � 150 '� TO JE A'VAIID TRUE CCDf. .•.Irw F9 ef Q< ( �' GUARANTEES INDICAT,D HLT:1:A_HALL PDl1 ' .,k%(4 S ONLY 10 THc JE:SO.t FOR Y, :?!: IHF 'ULl ' SO " f-JA�F' LE r y� IS FWAXED,AILD ocl H:S P...%k 10 41i �,! �VaICCYHf > TITLE CCIAFANY,u^7Y=RJJ:nLt.,AI AvEl'.:Y A . 4"7 411, mQY/ {fir s-T•�t ) LWDING IMiTUT13N USTED Kt :O'A,A..D TO THE ASSEGNELS CF THE u.•UtxG INSII- T�'n3 TUTION.GUARANIECS A::F l:vl TUAMNRA& • TO ADDITIONAL INSIITUTIOhS OA SUTSEQWI '6wat ,14e,-Cs -to •11•�TE- �WNEAS. SPAIAF i A44 Off' ��op � CJ•5.L_i ft- "7�i'�1� !r,:><1F-�rc�Corr,�aKy srlEAi.- A-r y :: ' . av :.5u►`vFsyect h!nv 1$T/977 .. .... N SURVEY OF PROPERTY JQ g1�g �a AT BA YVIEW TOWN OF _S0 UTHOLD 1� SUFFOLK COUNTY, N. Y. ? G 1000-78-07-27 ° SCALE. 1'=30' NOVEMBER 16, 2011 p0 0\ Os ti P� 0 5!b lk S ,9. o. ti ��'r O0, }/i I- to- "I a o o s O� 0 04, °or' pop O / Oy1 E �j. SO Sao opp z CD _ m . O O QO o~ FLOOD ZONE FROM FIRM MAP NUMBER 36103CO166H �� a SEPTEMBER 25, 2009 .45 �b �. 49618 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION ECONIC RVEYO t. OF SECTION 72090F THE NEW,YORK STATE EDUCATION LAW. ' EXCEPT AS PER SECTION 7209-SUBDIVISION 2.'ALL CERTIFICA77ONS (631) 765-5020 FAX (631) 765-1797 -� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 AREA=1 4,893 SO. FT., SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 05-169 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 Generated by REScheck-Web Software Compliance Certificate Project Title: Schill Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent Designer/Contractor: 1050 Waterview Drive Mark Schill James Rich Southold,New York 11971 1050 Waterview Drive Southold,New York 11971 Southold,New York 11971 Compliance:2.9%Better Than Code Maximum UA:139 Your UA:135 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA. or or •s Perimeter U-Factor Ceiling:Flat or Scissor Truss 657 30.0 0.0 23 Floor:All-Wood Joist/Truss Over Uncond.Space 657 19.0 0.0 31 Wall:Wood Frame,16in.o.c. 176 15.0 0.0 12 Window:Wood Frame,2 Pane w/Low-E 7 0.320 2 Window:Wood Frame,2 Pane w/Low-E 15 0.320 5 Wall:Wood Frame,16in.o.c. 176 15.0 0.0 4 Window.Wood Frame,2 Pane w/Low-E 30 0.320 10 Window:Wood Frame,2 Pane w/Low-E 32 0.320 10 Door.Glass 56 0.310 17 Wall:Wood Frame,16in.o.c. 176 15.0 0.0 12 Window:Wood Frame,2 Pane w/Low-E 15 0.320 5 Window.Wood Frame,2 Pane w/Low-E 11 0.320 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted With the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply With th andatory requir ments listed in the REScheck Inspection Checklist. /Q'® l/ Name-Title Oh NEly YD igNature Date Project Title:Schill Residence Report date: 10/18/11 Data filename: Page 1 of 5 r M - e d y f . I i - = PLUMBER CERTIFICATION ------ --— --v-.... _ - ON LEAD CONTENT BEFORE 7 CERTIFICATE OF OCCUPANCY -- - -----_—..... . .. ._. .. ..__..._. .. .. .. _.._ ...-.._. - � SOLDER USED IN WATER - - SUPPLY SYSTEM CANNOT D EXCEED 2/i0 OF 1 A D. aa _ f ------ PLUMBING .. ING - .�I:uMB WASTE a WATER UNES NEED 'TESTING BEFORE COVERING -- — - -- -- _-- --_ RETAIN STORM WATER RUNOFF ——— - RSUANT TO CHAPTER 236 ---- THE TOWN CODE. D LSO NOT PROCEED WITH P.RAMING'UNTILSURVEY ': ELECTRICAL OF FOUNDATION LOCATION INSPECTION REQUIRED . COMPLY WITH ALL CODES OF - HAS BEE4APPROVED. NEW YORK STATE & TOWN CODES �a��OF W y4 AS REQUIRED SOP p R;``+lED AS NOTED S LD TOWN ZBA � SOUTNOLD LANNING BOARD SOUTH OWN S DEPARTTAENT AT C> O �8 2� �► 70 4 Pxvl FOR THE N. DEC Aq�l�E3St0���� PY-CTIONS: s 1, r "k »�1 _)N—TWO REQUIRED F :�kJRED°CONCRETE . � 7a.4.�INC,PLUMBINGf OCCUPANCY OR cM ""PAG,ELECTRICAL&CAULKING -USE IS UNLAWFUL 4. 'SAL-CONSTRUCTION&ELECTRICAL APPROVED BY: SCALD: DRAWN!Y, 0 f T.Ijsr BE COMPLETE FOR c.O.. -- ;7k �- �' 'ITHOUT CERTIFICATE LL REITRU TIONSHAMMEETTHE DAT : -" REVISED I� V' �) __ __. THE CODES OF NEW 0 FOCCUPANCY YORK STATE, NOT RESPONSIBLE FOR DEsl,GN OR CONSTRUCTION ERRORS DRAVYINO NUMSER P 1 F h�ti &-Pikl r to 11.1.1tj FR, 77 OF PH OS 22% '77ash 14 O � I ►I / dill �I t d 90FEss+ova'' y - -• APPROVED BY: - -. L-- �— --- - — SCALE: - 121C DATE: ( 1_r_,. REVISED r . DRAWING NUMBER r • a s r 9 , - .+---►--ll li I 4-H Ell , —, ,i � 'I�1c t S'f+A 4 -�7kytl�Ct cf_ , 7ATE-7N Coot' � f SiT). .._:.__.. • 7 o PNE� o E r4 i 1 I g 05822� 9�f'ESSIO�P� • -----`.T dSa..:�i'k��`�2VI�w---�t�(�.fJ�_-`-�sz� ��__��__.r`.�• 11��1 SCALE: "OVED BY: DRAWN BY-TA R.IChP 7VLICj4-77 1 QG—C DATE-:-. REVISED /�..1 T . _•Z"'�-�---fir— _-_~_ DRAWING NUMBER * Or" to A 4 , Tzl, -�- - I r of NEW�a 1a to ' FESSIOw TLI SCALE:LF,- D APPROVED BY: DRAWN BV I#71,10V � DATE: _r�. -� 11_ _- REVIBED. ..--.--_._- . . DRAWING NUMBER • M I b—7 - +t" l t I i 1 1�'PIEY�-t r • �,"►''.�-n" tu�e..T � 1 - I YRs;Vt-ct i __- -- . .: . __ gut`- ";�"sC-m-c-Rr_. ' I g • O � ... _'`.� .._.��t�t�'3.. _ 1� Y"I�i?._ . t�1:?4�:�- W 1'� ;krtS 'i�lxCr tT.'�oc_ To C �5'>"�"`►� 'C Het4 X I 9 I . e a f l Li`fye1 0¢ ► 05822A 9�FEsslottMV ' ROVED eY. SCALE:n ' DRAWN.Y �.IC.H. _..__ _ DATE: gEVISEDIV A. t ti k-8 I°r— ' DRAWtNO NUMBER 1 r O x � F+ I haw 1 � I l E 14 24 S lit I so of 4m ... ... ...... .. ..-. .. - -• -- --------- , sue' p p LALIC �tZo+o'I►� ��, Fe II ff � "rid Rl:ACE�g., g 1 7. r t322 � o . - ,r lq Sty -.1"l�ek'f/t�Y1E� Olil�ll �jOuTMv4i� � N �. N APPROVED SY: : SCA►E: �{ _�' ��y DRAWN BY SN(ZIClt 1 DATE:.._ 1 i �, ` 1 REVISED 71(41,1 9 LI. It 1 DRAWING NUMBER � • fi � r I j -- �Q -• 'T e�-fit- - Imo_-�.''', --�-� -- — - -_....__�.,� , y / •� -�L--- .._... �.1-�T f I'�5�1.:�G Tri���k l:,i 104 G- G.T� -T..0 f /I rz cc OF '�tsM�'aVtf � l _ w APPROVED BY: DRAWN BY19• ��}�i OATS -T REVIEE15 :_.._... . _ ..- 5822A 9� SS�dNP� DRAW NUMBER _. __ C7 f= l o_ R Rr Gar � ��4�ts Li C-k1..."C104 Q .f-!.spa- gsg..::/°t'T t L A5fYA-tT sH I► r,LOrs i u I ' l f . ��:�k`�_�.tt�„D.c_• Ill-„"'y 'Tr ! I+A 1 �t5�7a rS t'� _ i SH 1 N 1.z'•S S"TO u,J Wit"T "I4 oftr«�' �K _Tz I mot' _1_l fa z Cs?uc1DAT►Of] '? ()I%MP Rpo, Tb r 1,} OF _ I 4A 05822A �C► SSI0A0.�'� SCALE: 3 -, I'w0. APPROVED BY: DRAWN BYS�f�1C1{ DATE: r�.t'3.� I... REVISED I0`t 11 I01,SI11 DRAWING NUMBER GENERAL NOTES: ELECTRICAL NOTES: WINDOW AND DOOR SCHEDULE • The information on this set of construction documents is to relate basic design --. _._.. intent and framing details. They are Intended as a construction aid, not as a . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include substitute for generally accepted good building practice and are in compliance with . current New York State building codes. The general contractor Is responsible for installation of fixtures R specifications as Indicated on plans. Light fixtures to be supplied by providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. install finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code A TW2541 O TILT WASH 5.44 E 9.73 10 4 25.9 -25.1 30 by a licensed electrician. All new switches*outlets to be Levition, standard, supphed*Installed B TW243G TILT WASH 3.28 5.73 10 4 25.9 -28.1 30 • General contractor to coordinate all subcontractors,scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. C TW2442 TILT WASH 4.00 7.01 10 4 25.9 -28.1 30 interaction between trades. D TW2842 TILT WASH 4.61 8.23 10 4 25.9 -28.1 30 • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTE5: E TW3441 O TILT WASH 6.90 12.G 1 20 4 24.7 -2G.9 30 or exceeds current federal, state and local codes,ordinances and regulations,etc. F TW2441 O TILT WASH 4.71 8.28 1 O 4 25.9 -28.1 30 These codes are to be considered as part of the specifications for this building plan. • All lumber is to be Douglas Fir#2 or better at I G'on center G 4' I FRNCH WD GLIDING DOOR 14.72 23.78 50 4 23.2 -25.4 40 • If in the course of construction,a condition exists which disci re®s with that as H TW203G TILT WASH 2.77 4.73 10 5 25.9 -34.7 50• -' g • All wood framing In contact with concrete or masonry is to be pressure treated. 'ACQ designation indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' I TW2642 TILT WASH 4.30 7.62 10 4 25.9 -25.1 30 E the engineer immediately. Should he fail to follow this procedure and continue work, he.shall assume all responsibility and liability arising therefrom. • All TJI's are to be Installed in accordance with the manufacturer's specifications and shall Include • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED • The designer has not been engaged for construction supervision and assumes no • Structural Steel A5TM A36 - FY= 36 K51 WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR;TRADITIONAL STYLE,WHITE FINISH LOCKS t HARDWARE AND FULL EXTERIOR SCREENS responsibility for construction coordinating with these plans, nor'responslbolity for SIMULATED DIVIDED LIGHT GRILLES,REMOVABLE INTERIOR AS SHOWN ON ELEVATIONS construction means, methods,techniques, sequences or proceedures or for saftey • All straps,connectors,plates, bolts, nails,etc. are to be galvanized. Designated connectors,straps, precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise Indicated. All connectors, straps, etc.are to be warranties for a specific use expressed or Implied in the use of these plans. nailed/bolted in accordance with the manufacturer's specifications. CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE PG UPGRADE KIT. • Contractor to provide hardwired smoke detectors,with battery back up,and with no intervening switches, on all floors and in each bedroom.Verify with local code • All floor sheathing is to be 4'AC type plywood,tongue*groove and shall be glued and screwed to COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS requirements as per Section R3 17 New York State Residential Constructton Code. the floor joists(G'O.C. edges* 1 2"o.c.field) TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. Install carbon monoxide detectors as per code. CUSTOM GRILLES-SEE ELEVATIONS FOUNDATION NOTES: Solid blocking is to be installed every 8'-0'max, or mid span of all floor joists with spans exceeding 8'-0'. Blocking is to be installed at all point load bearing points. WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH FEMOVEA13LE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112-#8 WOOD SCREWS AT I G"O/C,FASTENERS • General contractor to review plans, elevations and details to determine • Install double joists under all partitions running parallel FOR SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 1211 O/C. TABLE 301.2.1.2 intended heights of finished floor above typical grade. • All exterior wall headers to be 2-LVL's as indicated on floor plans III:sections and all interior • Footings shall bear on undisturbed sod within bearing capacity of 1.5 tons/sq.ft. headers are to be 2-2'x 8'unless otherwise noted. All headers exceeding 5'-0'shall have a double ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED Jack stud with a single king stud*on exterior walls provide double sill plate(typical). 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR • Concrete shall be FC = 3,500 P51 @ 28 days GLAZING MUST MEET ASTM E 1 99G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. • Provide insulation baffles at cave vents between rafters and soffit vents as indicated REFEKTO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. • Concrete on 4'sand or gravel fill minimum, with Gx6 - 1 O/10 welded wire mesh on plans reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor barrier. Welded wore mesh is to be placed in the top third of the slab and is to be • Exterior flashing is to be adequately installed at all connections between roofs,walls, adequately supported by precast concrete bar supports to assure that the reinforcement chimneys, protections and penetrations as required by approved constrctlon practices. Is held In position during concrete placement and finishing. FLOOR PLAN NOTES: • Isolation joints are to be Installed between the slab and the walls. Use preformed joint filler that Is to be cut 1/2'below the slab surface and the resulting joint is to be filled . Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS with an elastomeric Joint sealant. • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds • All interior walls to be covered with 71"gy5pusm board with metal corner reinforcing. All drywall products, including gypsum board, screw,,pint compound,tapes E trim shall be U.S. between all wood surfaces that are exposed to concrete or masonry surfaces: Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final • Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and excavation is not to be backfifled prior to the installation of the floor framing. spackled,3 coats, ready for paint. • Insulation ratings and installation locations as Indicated on floor plans t sections PLUMBING 4- 11VAC NOTES: • Walls common to garage and house to have a layer of e"fire rated gypsum board at 4iio ROOF VENT • All plumbing work shall be done by a duly licensed plumber and must conform and adhere LJ garage side with 5'-0'return on adjacent walls#ceiling. Provide 2 layers of 8 fire rated ROOF to all New York State building codes*saftey requirements. gypsum board on all engineered lumber as required by manufacturer specifications • If wall plates or joists are cut during the installation of plumbing fixtures or equipment All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant 4 contractor must provide appropriate bracing to tie framing back together. drywall,and provide wonderboard for all areas set to recieve tole. • Baseboard heating Is to be hot water and zoned. Plumbing contractor Is to adequately size the system and place the baseboards in an unobstructove location in each room ATTIC required to recieve heat. Minimum of one thermostat for each zone will be required. • Mechanical subcontractor is responsible for adhering to all applicable codes and saftely requirements. BATH I LAUNDRY KI 13ATH 2 BATH 3 • HVAC subcontractor to fully coordinate system data *requirements with the EXISTING AS}kd EXISTING REMODELED NEW equipment supplier and to provide final system layout drawing and submit it to general contractor, 11311 owner and equipment supplier for final review t approval. 1 1/4 1 1/2 1 va 1 1/4 1 1/4 1 112 1;1/4 1 1/2 ALTERNATIVE FOR OPENING PROTECTION SI D.W NK o 0 0 0 V M. D.W. W. G 0 0 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" FIRST FLOOR SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 1 1/4 3 2 2 1 114 3 2 1 1/4 3 2 (REFERTO SECTION 1609.1.4 AND 1 609.6.5 AND TABLE 1609.1.4) C•�•I 4 a _ TO SUFFOLK COUNTY TABLE 1 G09. 1 .4 DEPT.OF HEALTH 4"C.I.HOUSE SERVICES APPROVED WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TRAP SANITARY SYSTEM. BASEMENT FASTENER SPACING(INCHES) PANEL SPAN< 2' 2'-0"< PANEL 4'-0"< PANEL 6'-0"<PANEL FASTENER TYPE 0" SPAN<4'-0" SPAN <6'-0" SPAN<8'-0' 2 112" #6 WOOD SCREWS 16 16 12 9 SLOPE" 1/4" PER FOOT PITCH TO DRAIN 2 112" #8 WOOD SCREWS 16 16 16 12 A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF HEIGHT OF33'-O"OR LESS I I {� ^f �7 (�7 (��Qn/� Inl1,, I1 9 e4 11Z OF NE r0 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. PLU vI' '\�5E'\ D'�`" ""' �Op E C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE NOT TO SCAIF ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. r. � � I A 05822A 9��1SSIVA NAILING SCHEDULE _ ._._.._.. TABLE 3.1,INCLUDING 3.3 AND 3.9 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING RAFTER ROOF FRAMING RAFTER TO TdP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER NOTCHED RAFTER I O'-O"WALL:4-8d PER RAFTER RAFTER RIDGE p TOP PLATE CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST RIDGE TOP PLATE _p i 0'-0"WALL:4-8d PER JOIST f4 WALL STUD CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP WALL STUD CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP 0) COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PEKTIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE NAILED 2-I Gd " PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE KING STUDS STUD TO STUD FACE NAILED 2 I d I O/G G, I 2ND. FLOOR WALL STUD HEADERTO HEADER FACE NAILED 6d G" ALONG EDGES CRIPPLE STUD TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD 2ND.FLOOR PLATE 3-1 Gd PER 2XG STUD WOOD JOIST WOOD JOIST RIM FLOOR HEADER 4-1 Gd - PER 2X8 STUD APD BLOCKING JOIST HANGER BOTTOM PLATE TO FLOOR JOIST, ' GIRDERMEADER I ST.FLOOR TOP PLATES JACK STUDS BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd • PER FOOT WOOD GIRDER10 WOOD J015T 15T FLOOR WALL STUD FLOOR FRAMING JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PERJOIST TYPICAL HEEADER CONNECTION BRIDGING TO JOIST TOE NAILED 2-8d EACH END JOIST FRAMING OVER WOOD GIRDER J015T FRAMING FLUSH WITH GIRDERMEADER BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd IEACH BLOCK TYPICAL MULTI-STORY CONNECTIONS LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST JOIST ON LEDGER.TO BEAM TOE NAILED 3- PERJOIST METAL HOLD- BAND JOIST TO JOIST END NAILED 3-11 d Gd PER JOIST DOWN STRAP 2-16d PER FOOT WALL STUD BAND JOIST TO SILL O TOP PLATE TOE NAILED BOTTOM PLATE 38-16d SINKER R SUB FLOOR NAILS AS PER �—3 2"X4"WD STUD WALL STUD DOUBLE JOIST I5T. FLOOR WALL STUD MANUFACTURER @ CORNER TYP. ROOF SHEATHING BOTTOM PLATE �traN 2"X4"SILL STRUCTURAL PANELS BATHTUB 4' IMETFR FDA- I G"O/C-G"AT PANEL EDGES I ST. FLOOR PLATE PLATE DOUBLE JOIST SUBFLOOR 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD RIM J0157 TYP. TNT RIOR ONE- I G'O/C-G'AT PANEL EDGES AND 12"AT RIM BOARD �• DEL.SILL PLATE 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD DOUBLE JOIST FOR NON-BEARING WALLS DOUBLE SILL PLATE " (1)84 REBAR IN ANCHOR BOLT SHEAR CONE-MIN. FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH 51DE OF THE ROOF PEAK,THE 4'-O"PE J FOUNDATION WALL a 12"LENGTH EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. DOUBLE JOIST FOR UNDER A BATHTUB PROVIDE 1/2"SPACING 3LENGTH01 MIN. FOUNDATION CEILING SHEATHING REBAR LENGTH WALL TYP. BETWEEN THE END STUD I/2"MIN. GYPSUM WALL130ARD 5d COOLERS 7-EDGE/ I O"FIELD AND THE 2 OTHER STUDS FROM CORNER FOR ALLOWING CONNECT CORNER STUD HOLDDOWN INSTALLATION TO TRANSFER SHEAR 1ST. FLOOR TO FOUNDATION CONNECTIONS SILL GASKET FASTEN WITH(2) I6d WALL SHEATHING a'Fn(,F TONE_ I G"O/C-G"AT PANEL EDGES AND 12"AT # COMMON NAILS 1 G"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR STRUCTURAL PANELS 8d ® TERMITE SHIELD INTERMEDIATE SUPPORTS IN THE PANEL FIELD DBL.SILL PLATE5 51DEWALL ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS ad INTERIOR TONE- I G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (TO OVERLAP JOINTS) FOUNDATION WAIL CONNECTION LOCATION: PART NUMBER: NOTES: FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD SHEAR WALL CORNER CONNECTION 25/32" Sd 3"EDGE/G"FIELD RIDGE-TO-RAFTERS C520 @ 2 I'" APPLY TO EACH PAIR OF RAFTERS 5d COOLERS 7'EDGE/ 10"FIELD I APPLY TO EACH RAFTER GYPSUM WALLBOARD 4' =WE 70NF- I G'O/C-G"AT PANEL EDGE5 AND 1 2"AT RAFTER-TO-WALL H 7 8d SILL PLATES TO FOUNDATION ANCHORING INTERMEDIATE SUPPORTS IN THE PANEL FIELD H8 or H2.5 APPLY TO EACH RAFTER HARDBOARD Sd INTERIOR 70NF- I G"O/C-G"AT PANEL EDGES AND 12"AT RAFTER-TO-PLATE INTERMEDIATE SUPPORTS IN THE PANEL FIELD CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD C520 18'' APPLY TO EACH WALL STUD FLOOR SHEATHING NOT TO SCALE 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 ! 36" APPLY TO EACH WALL STUD ad G'EDGE/ 12"FIELD STRUCTURAL PANELS- I"OR LE55 HEADER TO-JACK STUD C520 1 2:" APPLY TO EACH JACK STUD CRIPPLE 5TUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD • NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G"O/C AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3"O/C AT THE PANEL EDGE SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH SIDEWALL END TO OBTAIN HIGHER SHEARCAPACITIES,NAILING REQUIREMENTS FORSTRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNE - WHEN WALL SHEATHING IS CONTINUOUS OVER.CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO CS20 WRAP UNDER DOUBLE SILL PLATE 1016d NAIL PER FOOT. 1ST. FLOOR-UNDER-SILL PLATE (USE WITH 3" SQUARE WASHERS) GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; 55TD I 0-99 and 1995 SBG High Wind Edition Wood Frame Construction USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRU I FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Fasteners and Connectors for Wood Frame Construction WEATHERING SEVERE I . A continuous load path between footings, foundations walls,floors, studs and FROST LINE DEPTH 3'-0" roof framing shall be provided. DESIGN LOAD CALCULATIONS MODERATE TO HEAVY ' TERMITE SLIGHT TO MODERATE 2. Approved connectors, anchors and other fastening devices not Included in DECAY the Standard BUIlding Code, Table 230G. I shall be installed in accordance With MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) WINTER DESIGN TEMP. I i manufacturer's recommendations. EXTERIOR BALCONIE ICE SHIELD UNDER- AS PER MA onnectors, screws, bolts, and Wads exposed directly to the NUFACTURER'S 40 DECKS LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 3. Metal plates, c 30 FLOOD HAZARDS weather or subject to salt corrosion in costal areas, shall be stainless steel or ATTICS WITHOUT STORAGE 40 hot dipped galvanized. ATTICS WITH STORAGE TABLE R30 I .G - -- - -_.... . ROOMS(OTHER THAN SLEEPING ROOMS) 40 4. Where windows and doors interrupt wood structural panel sheathing and SLEEPING ROOMS 30 ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS siding, framing anchors or connectors shall be provided at the top and bottom STRUCTURAL MEMBER ALLOWABLE DEFLECTION S � ��S Y�1 r�-/L�' �C-�( I ` � of cripple studs, header studs, and at least one stud at each side of opening. -rt t°= Y CRITERIA FOR CALCULATION OF DEAD LOAD Rafters haven sl es rester L/180 U `� �' 5. Ridge straps shall be attached to each pair of opposing rafters except where ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. `° °k I `� than 3/12 with no finished ce111n collar ties of I xG or 2x4 lumber is located in upper third of attic space and ARCHITECTURAL GRAPHIC STANDARDS attalched to rafters attach to each pair of rafters. Interior wails partitions H/I 80 '" F G. Uplift connectors shall be provided at each rafter bearing. SNOW L/3GO 1�' � ly GROUND SNOW LOAD 45 lbs. Floors+�plastered ceilln s �jp 7. Floor to floor hold-downs to be provided every 48,and every I G" within 4' All other structural memebers 1-1240 of exterior corners. L- Exterior walls with rlaster or H/3G0 " 11 SEISM IC 8. Sill Plate to Foundation Anchorage: 5111 plate shall be anchored to the DE51GN CATEGORY g stucco finish Exterior walls- wind loads with U240 foundation with anchor bolts having a min. bolt diameter of 5/8"and 3 x 3 x , • 1/8" washers. A minimum of one anchor bolt shall be provided Within G to 12 brittle finishes inches of each end of each plate. Anchor bolts shall have a minimum embedment WIND U 120 120 m h Exterior walls- wind loads with of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located WIND SPEED B flexclble finishes QSStd,, i within 12 inches of corners and at spacing not exceeding 4 feet on center. F�CPO5URE CATEGORY