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HomeMy WebLinkAbout40950-Z g,aFFO[KCpG� Town of Southold 4/17/2018 k P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39606 Date: 4/17/2018 THIS CERTIFIES that the building ALTERATION Location of Property: Private Rd., Fishers Island SCTM#: 473889 Sec/Block/Lot: 4.-5-5.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/1/2016 pursuant to which Building Permit No. 40950 dated 9/1/2016 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: PARTIALLY FINISHED BASEMENT WITH BATHROOM IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Polk, Samuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40950 11-17-2017 PLUMBERS CERTIFICATION DATED 01-31-2018 M tth w Kolo ' ki t o ' e Signature �S�FFol�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 40950 Date: 9/1/2016 Permission is hereby granted to: Polk, Samuel 444 E 82nd St Apt 12T New York, NY 10028 To: Alteration to an existing single family dwelling (basement alteration/finished basement) as applied for.Replaces BP# 38174 At premises located at: Private Rd., Fishers Island SCTM # 473889 Sec/Block/Lot# 4.-5-5.16 Pursuant to application dated 9/1/2016 and approved by the Building Inspector. To expire on 3/3/2018. Fees: PERMIT RENEWAL $233.40 CO -ALTERATION TO DWELLING $50.00 Total: $283.40 uilding In pector n 4�SUFFo�,r�oTOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE oy • 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#: 38174 Date: 7/16/2013 Permission is hereby granted to: Polk, Samuel 444 E 82nd St New York, NY 10028 To: Alteration to an existing single family dwelling (basement alteration/finished basement) as applied for. At premises located at: Private Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 4.-5-5.16 Pursuant to application dated 7/1/2013 and approved by the Building Inspector. To expire on 1/15/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $466.80 CO -ALTERATION TO DWELLING $50.00 Total: $516.80 Building Inspector oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �@ roger.richertCaD-town.Southold.ny.us Southold,NY 11971-0959 �Q MUM,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Samuel Polk Address: Private Road city,Fishers Island st: New York zip: 06390 Building Permit#: 40950 Section: 4 Block: 5 Lot 5.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Bath Fan, 5-Electric Base Board Heaters. Notes: Inspector Signature: Date: November 15, 2017 0-Cert Electrical Compliance Form.xls D [ECMVF= D , F84 OCT 3 1' 2017 Tows 1laU,5300$blain R . �r Fax(631)765.1823 P.O.Box 1179 '�" Tolcphono(6,M)M-102 MwSouthold, w Yora"IMP DEFT. TOWN OF SOL J HOLD BUILDWO DCPARTi ENT 'SOWN OF SOYTTHOLD CERTIFICATION Date: MA /`/ Building Permit No. RC1 Owner: , PC( (please print) Plumber:"a,., (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this ' day of QC�o fJ(?✓• , 20_L2 V4411�®�ea����®��� Nom'•'+ 1AR °• % o Zy Y Notary Public, S4 County JASON W.DREM • Notary Public-State of NewYorkaeOj��CLk�t.iie0°tib'' No 01DR6350454 Qualified in Suffolk County °'�i�i K„1,I00 My Commission Expires November7,2020- SOUly h�� Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [v FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ol�A I� �s C® kA N DATE 'q IN INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK b � �1�/ 1D.4�,Dk\// �V Y f DATE INSPECTOR r SUSAN E. YOUNG, ARCHITECT December 15, 2017 Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 By: U.S. Mail and e-mail to the following: Email to: mike.verity0town.southold.ny.us Email to: shawn@bdrrusa.com Email to: annepolk@aol.com Permit 40950-2013 Basement Alteration Top of the World, Off East End Road on Fishers Island Attention Michael Verity Re: Polk Residence Basement Alteration Certification Lot 1000, 004, 5, 5.16 Dear Southold Building Department, In response to your inspection on 9/14/17 of the Polk residence. I can certify to the following conditions: * Insulation Exterior walls are insulated with R-21 Fiberglass insulation covered with house wrap applied to the exterior. * Firestopping The vertical cavities at the exterior walls are insulated with fire resistant R-21 Fiberglass to prevent the vertical spread of potential fire in the basement to the floor above. In addition, the basement ceiling is filled with Fiberglass insulation. * Sealing of pipe penetrations Firecaulk fills any horizontal or vertical pipe penetrations. *Smoke Detectors and Carbon Monoxide Detectors have been installed as per code. m een done on the project, meets or exceeds current code requirements. F-1 1_� nD �T nUV l�you� a DEC 1 9 2017 r OFOW-1i OF'SOUMO'- NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 - TEL: (212) 724-7204, FAX:(631)788-7725 E-MAIL: SUYOUNG r(i RCN COM SUSAN E. YOUNG, ARCHITECT December 15,2017 Southold Building Department Town Hall Annex Building 54375Route 25 D L 02i P.O. Box 1179 (� D Southold NY 11971 DEC 1 8 2017 By: U.S. Mail and e-mail to the following: Email to: mike.verity@1own.southold.ny.us Email to: shawn@bdrrusa.com BUILDING DEM Email to: annepolk@aol.com TOWN OF$@BOLD Permit 40950-2013 Basement Alteration Top of the World, Off East End Road on Fishers Island Attention Michael Verity Re: Polk Residence Basement Alteration Certification Lot 1000, 004, 5, 5.16 Dear Southold Building Department, In response to your inspection on 9/14/17 of the Polk residence. I can certify to the following conditions: * Insulation Exterior walls are insulated with R-21 Fiberglass insulation covered with house wrap applied to the exterior. * Firestopping The vertical cavities at the exterior walls are insulated with fire resistant R-21 Fiberglass to prevent the vertical spread of potential fire in the basement to the floor above. In addition, the basement ceiling is filled with Fiberglass insulation. *Sealing of pipe penetrations Firecaulk fills any horizontal or vertical pipe penetrations. *Smoke Detectors and Carbon Monoxide Detectors have been installed as per code. A een done on the project, meets or exceeds current code requirements. ,O 4 s r ' 0.1 NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 — TEL: (212) 724-7204, FAX:(631)788-7725 E-MAIL: SUY0UNG@RCN CL)At D REMODELING & RESTORATION nD D January 31,2018 � FEB - 62018 John J.Jarski Senior Building Inspector rr" N U1h S® Rt3 Town of Southold Building Department T® 54375 Route 25 Southold NY, 11971 Dear John, I, Matthew K. Kolodnicki, of BD Remodeling and Restoration LLC., do certify that the under slab and finish plumbing at the Polk residence on Fishers Island,NY(Permit#40950, Lot 1000, 004, 5, 5.16)has been completed and meets or exceeds current code requirements . Please contact Shawn Pierce 860-287-3176 at BD Remodeling if you have any questions. Sincerely, ..,,i s suD,,:;L ed and s t -1 (aay OT,' � 2018 by / Matthew K. Kolonicki 26 e��o 1UNi�k- Master Plumber 0--�me of person�eeking ack Tow,ledgement) Notary P. lic My Commission Expires: ao �`�t •,.,,...;_� ,'tom --� JASON W DRENA Notary Public-State of NewYork r a• �;:7 No.01DR6350454 "1, r Qualified in Suffolk County o ,� a My Commission Expires November 7,2020 • THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 SAM FITZGERAL®ARCHrMCT FC 15 E.PU F"AVENUE,#234,GREENWICH,CT06830 P.860.287.38081 F.631.788.71921 sam@sfapc.net 26 March 2018 p RC[E0'y[E DD APR 1 '0',2018 Michael J. Verity Chief Building Inspector � � DEPT.ING Town of Southold TOWN OF S®>�0�� Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Polk Residence 1180 Top�of the World Fishers Island, NY Dear Mr. Verity, I am familiar with the above referenced project and was at the house during construction. I certify that the header across the south wall of the basement (triple 11 7/8" microlam) is sized properly for the span and load. The construction in general conforms to all applicable building codes and all best practices. Please feel free to contact me if you have any questions. Sincerely, SAM FITZGE � T C ro Samuel W. Fitz - NY License No. 02 YAM Y 1 i �0 • � • l 1; i All r 1140CLATION STATE ENERGY COR MI ■ MIWMI" RIA OMW ADDMOXAL COBMNTSMIMI mw _ law /.. �� • TOWN OF S(?UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUII,DYivG DEPARTMENT Do you have or need the following,before applying? Board of Health TOWN HALL 4 sets of Building Plans SOUTHOLD,NY 11971 Lf©also planning Board approval TEL: (631) 765-1802 V Survey FAX: (631) 765-9502 Check SoutholdTown.NorthFork.net PERMIT NO. Septic Form N.Y.S.D.E.C. Trustees Flood Permit S20 Storm-Water Assessment Form Examined U E C E Contact: Mail to: Approved 20-,7- 0 2013 Disapproved a/c J U L Phone: BLDG D T. Expiration 1 , 20� TOWN OF S THOLD Building r1sp ctor APPLICATION FOR BUILDING PERMIT Date J)w e 2.$ , 2013 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 plicable laws,ordinances,building code,housing code,and regulations,and to admit applicant agrees to comply with all ap 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 Name of owner of premises AW U E �'cc 611< (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. 5 d u)0 E?, Plumbers License No. i,)& air_4a1^ GtVA Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: L D � " House Number Street Hamlet County Tax Map No. 1000 Section oo _Block_1,E5 Lot 5- 14o T•1 1 1! 1T T 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i 1 c b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work 'FitAw5;t,% R-erQ-n1. (Description) Fee �(�`1�u= ?���k ,ZG ACU $-82,O= A6&5t 4. Estimated Cost (To be paid on filing this application) 5. If dwelling,number of dwelling units_____L Number of dwelling units on each floor If garage, number of cars t}® G,&Lc 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 13 7. Dimensions of existing structures, if any: Front. 90°-°I °' Rear �O°-�Depth --'Jro' Heigh ' s� Number of Stories 1 r�l�s cya l k �y�ba eV + &61 a,.+ rear-CGIopd�- pr-OPertLJ Dimensions of same structure with alterations or additions:'Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front NO �n je Rear7�P,10R tV0 DepOW L4 th Height Number of Stories 9. Size of lot: Front � -,A-'&CreS Rear Depth 10. Date of Purchase q j Name of Former Owner Sa be 11. Zone or use district in which premises are situated R- 12 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 NO)L 1=f,5hers Isle-,PLJ 0(659 C> 14.Names of Owner of premises Address , ?�� Phone No. A 31 7'9 UQ5 Name of Architect�Ssna Address 6L 2 r3b39D Phone No 7 d 7 ��3 Name of Contractor -��rc�9�1 JC00j<­ 130v 1, 1 ®c3o Phone No. 611 Ift-SMUL 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. 01V V CAiK)6 L6 1 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 NOX— * 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 A individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this d� day of 0 ERTS ry P 1 ork 2348 Notary Public....1 e n ew ork County Si atm o nt ...1 sloe Expires June 30,2014 No✓ 1 OF$cryo <o -Town Hall Annex 54375 Main Road Telephone(631)765-1802 P.O.Boat 1179 y roner.richert(cr�owii So 59d ' Southold,NY 11971-0959 � uio nv us D RC[E0'V[R DD BIDING DEPA,R'I'AffM N O V 6 2017 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION BUILDING DEFT. i 1["OLD REQUESTED BY. �L L _ Date: Company Name: Name: License No.: Address: Phone No.: 0A3 JOBSITE INFORMATION: (*Indicates required information) *Name: l° erl -1 "(L "Address: *Cross Street: *Phone No.: Permit No.: (J Tax-Map District: 9000 Section: Block:.— Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) u� arrot is �'c (Please Circle All That Apply) Is job ready for inspection: YES O Rough in Final *Do you need a Temp Certificate: YES/ NO Temp Information(It 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. PAYME T DUE WITH APPLICATION B241equest for lnspectlon Form hit- ` U 0(D Ca r-� Southold Town Building Department P.O.Box 1179 Permit#: 38174 53095 Main Rd o • Southold,New York 11971 Permit Date: 7/16/2013 tigjo! �ao� (631)765-1802 Expiration Date: 1/15/2015 Parcel ID: 4.-5-5.16 BUILDING PERMIT RENEWAL LETTER Dated: 8/1/2016 Applicant: Polk, Samuel Location: Private Rd,Fishers Island Work Description: RESIDENTIAL ALTERATION c/o is NOT paid for. owes $50.00 Alteration to an existing single family dwelling(basement alteration/finished basement)as applied for. A FEE OF $233.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Polk, Samuel Address: 444 E 82nd St Apt 12 T New York,NY 10028 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. DSamuel S. Polk 444 East 82"d Street,Apt. 12T New York,NY 10028 AUG 15 2016 DUMDING DEPT. TOWN OF SOUTHOLD August 10, 2016 Southold Town Building Dept. PO Box 1179 53095 Maine Road Southold,NY 11971 Re: Permit#38015 Permit#3 8174 Ladies and Gentlemen: I am enclosing my check in the amount of$967.20 in payment of the renewal of Permit#38015 ($683.80); and Permit#38174 ($233.40) and the fee for a CO ($50). The work r was completed a couple of years ago and I had assumed(apparently mistakenly)that a final inspection had occurred. I would appreciate it if you would send me the renewed permits at the above address. Thank you. Sincerely, Samuel S. Polk SSP.jmr Enclosure l ?� 1 D REMODELING & RESTORATION INC. October 24,2017 Town of Southold : Building department Attn: Connie Connie please see the enclosed solder certificate for Samuel Polk permit#40950. Sincerel IEC[EU Shawn Pierce R 'vFm DD Project Manager BD Remodeling Fishers Island NY OCT 3 1 2017 shawn@bdrrusa.com 860-287-3176 BUILDING IDEPT. TOWN OF SOUTHOLD THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 gcg5 1 Yo 63 0 19-3..N.v �u c -e Svc wa4 cs� i i o � D 2016 TOWS OF SOUTS®L]D � � fir 4�� ;C. ..... ux, r . � � .. _ }� man 14�3� ,,,__ ti i S , s. R � .: ,i� �'�„ � .* � � E h 1 f� 1 1 1 ` � 1 �...r_i[t r' Y ��. �..a � S i r i m 1 4 , } E f � r { �{ " ISO `A f 4 k1 y_c 1 1 } f t W i i. p i v ,v r k � r= • � e I j [ LOT COVERAGE COMPLIANCE (NOT APPLICABLE INTERIOR WORK ONLY) 14. ALL FRAMING SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE WOOD FRAME 1. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BETWEEN 80,000 CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE- AND TWO-FAMILY LEGEND: 5000 AND 119,000 S.F. REQUIRED SETBACKS ARE AS FOLLOWS: DWELLINGS. FIGURES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET INTERIOR NON-BEARING WALL OF: TRA FIC 1. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BETWEEN 80,000 ACCOMPANYING THE ARCHITECTURAL DRAWINGS. =-r---�-, y CIRCLE AND 119,000 S.F., LOT COVERAGE MAY NOT EXCEED 20%. 15. STRUCTURAL DESIGN LOADS: 3 1/2"STUD WALL, 1 LAYER 5/8" GYPSUM BOARD BOTH SIDES AS PER THE CODE OF NEW YORK STATE RR301.2.1., CONSTRUCTION IN THIS HIGH WIND TOTALLING 4 3/4". 2.CALCULATIONS: REGION (ABOVE 110 MPH) SHALL BE AS PER THE WOOD FRAME CONSTRUCTION MANUAL ALLOWABLE LOT COVERAGE: SQUARE FEET IN 1 ACRE X NUMBER OF ACRES=ALLOWABLE LOT COVERAGE FOR ONE- AND TWO-FAMILY DWELLINGS, 1995 HIGH WIND EDITION. INTERIOR BEARING OR PLUMBING z (43,560 S.F.X 2.44 X .2= 106,286.4 S.F.) PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED WALL WOOD FRAM OF: SITE PLAN LEGEND o CONSTRUCTION MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDITION." 7 1/2"STUD WALL, 1 LAYER 5/8" ® NEW INTERIOR CONSTRUCTION AT BASEMENT EXISTING LOT COVERAGE: 4.1 %OR 4355 S.F. GYPSUM BOARD OR CEMENT LEVEL FOR RECREATION ROOM (4355 S.F./106,286 S.S.X 100= 4.1%) IN COMPLIANCE. NO CHANGE TO EXISTING LOT COVERAGE WIND LOAD: BOARD BOTH SIDES TOTALING 8.5" . FASTEST MILE WIND SPEED (MPH) ASSUMED AT 120. EXPOSURE CATEGORY C. WATER AND SEWERAGE PROVISIONS: SEISMIC LOAD: AS PER THE CODE OF NEW YORK STATE FIGURE RR 301.2 (2) THE SUBJECT PROPERTY LIES IN SEISMIC DESIGN SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE SEWAGE DISPOSAL SYSTEM CONSTRUCTED IN 2008 CATEGORY B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF THE CODE SHALL NOT APPLY. WHICH IS IN COMPLIANCE WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY SEISMIC USE GROUP: 1 DEPARTMENT OF HEALTH AND ADEQUATE FOR THE PROPOSED USE. EXISTING GRAVITY LOADS: (� DRIVEWAY IJ\J GENERAL NOTES ROOF LOADS(PSF): \� EXISTING SING 1. BEFORE STARTING WORK,THE CONTRACTOR SHALL OBTAIN AND POST ALL REQUIRED PERMITS AND SHALL RAFTERS 4 PSF SEPTIC AS -STORY E VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE BUILDING AND REPORT ANY DISCREPANCIES TO THE SHEATHING 3 PSF SMOKE DETECTOR SD ARCHITECT. ROOFING 3 PSF INSULATION 1 PSF EXIST DEAD LOAD= 12 PSF CARBON MONOXIDE DETECTOR 2.ALL WORK SHALL CONFORM TO APPROVED PLANS,ALL APPLICABLE BUILDING CODES RULES AND AS PER NEW YORK STATE CODE SECTION RR301.5, WHERE LIVE LOAD> DEAD LOAD THE ROOF SHALL BE REGULATIONS. DESIGNED FOR THE LIVE LOAD. SECTION 3.ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL CODE,AND ANY OTHER LIVE LOAD= 45 PSF (GROUND SNOW LOAD:45 PSF AS PER FIGURE 1608.2"GROUND SHOW FOR NEW YORK Sip APPLICABLE CODES. IF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS FOUND TO VIOLATE STATE, BUILDING CODE OF NEW YORK STATE) o'-o APPLICABLE CODES THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BEFORE STARTING WORK. 2ND S OOR LOAD(PSF):JOISTABBREVIATIONS: 4.THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THE PLYWOOD 3 A.F.F. ABOVE FINISHED FLOOR PERFORMANCE OF THE WORK. SHOULD THE CONTRACTOR BECOME AWARE OF ANY SITUATIONS FINISH FL. 4 @ AT v SECTION 004, BLOCK 5, LOT IONS THAT PARTITIONS 6 REQUIRE FURTHER INVESTIGATION OR STUDY (SUCH AS CRACKS IN MASONRY,STRUCTURAL DEFECTS IN THE DEAD LOAD= 17 B.O. BOTTOM OF 5. 6 BUILDING OR FOUNDATION,ADDITIONAL DEFLECTIONS, ETC.) HE OR SHE SHALL NOTIFY THE ARCHITECT. LIVE LOAD= 30 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE BSMNT. BASEMENT ° 2.44 ACRES C.H. CEILING HEIGHT 5.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SHALL 1ST FLOOR LOAD(PSF): CCENTER LINE INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ANY CLAIM OF WORKER INJURY. JOISTS 4 PLYWOOD 3 CMU CONCRETE MASONRY UNIT 6.ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION RR 311. FINISH FL. 4 C.T. CERAMIC TILEPARTITIONS 6 DET DETAIL DEAD LOAD= 17 EL ELEVATION 110. 0. 7. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. LIVE LOAD= 40 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE EQ. EQUAL F.F. FINISHED FLOOR h 8.CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES HARDWARE OR FITTINGS. CONTRACOR TO PROVIDE PRE-CUT STRUCTURAL PANELS FOR WINDBORNE DEBRIS PROTECTION.PANELS TO F.A.I. FRESH AIR INLET ti ° BER2"THICK CDX PLYWOOD OR BETTER.FASTEN WITHY2"#8 WOOD SCREWS OR LONGER AT 16"O.C.FASTEN F.P.S.C. FIRE PROOF SELF CLOSING asoss' 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE AND FOR KEEPING TO DOOR AND WINDOW FRAMES IN THE EVENT OF GALE OR HURRICANE FORCE WINDS. LAV. LAVATORY OUT UNAUTHORIZED PERSONS. GROUND i WIND SUBJECT TO DAMAGE FROM MIN MINIMUM SEISMIC NOM. NOMINAL SIZE OF LUMBER SNOW SPEED a DESIGN Frostllne WINTER ICE SHIELD FLOOD 10. DRAWINGS AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF SERVICE AND AS SUCH REMAIN LOAD (M.P.H.) Weathering a TERMITE c DECAY d DESIGN UNDERLAYMENT HAZARDS h O.C. ON CENTER depth b TEMP f REQUIRED THE PROPERTY OF THE ARCHITECT. THEY MAY NOT BE COPIED, EXCERPTED OR REUSED BY OTHERS OR USED CATEGORY g PERP. PERPENDICULAR SITE PLAN: SCALE 1" 64 FEET 0% FOR ANY OTHER PURPOSE THAN FOR WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE45 120 M.P.H. B SEVERE 36" M-H S-M 11 YES B ± PLUS OR MINUS ,� ARCHITECT. RAD. RADIUS STRUCTURAL NOTES For SI: 1 pound per square foot = 0.0479 kN/m.02, R.O. ROUGH OPENING 1 mile per hour = 1.609 km/h. 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, S.F. SQUARE FEETa. Weathering may require a higher strength concrete or grade of masony than necessary to satisfy S.H. SILL HEIGHT WALLS AND ROOF OF ADJACENT PROPERTY AS CONDITIONS REQUIRE. the structural requirements of this code. The weathering column shall be filled in with the weathering STL STEEL index i.e., negligible, moderate or severe ) for concrete as determined from the Weathering Probability Map [Figure RR301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, STS DIMENSION FROM THE FACE OF THE STUD TO THE FACE OF THE STUD 2. BOTTOM OF FOOTING SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. C 55, C 62, C 73, C 90, C 129, C 216 or C 652. T.O. TOP OF PROPERTY DESCRIPTION I.F. VERIFY IN FIELD . 1180 TOP OF THE WORLD, FISHERS ISLAND, NY 06390 3.THE FOUNDATION AND FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY b. The frost line depth may require deeper footings than indicated in Figure RR403.1(1). The VV. WITH TOWN OF SOUTHOLD, COUNTY OF SUFFOLK EQUAL TO 3000 PSF. jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish DISTRICT 1000,SECTION 004, BLOCK 5, LOT 5.16 grade. USE:AND OCCUPANCY:"R"OINE-FAMILY DWELLING 4.ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM COMPRESSIVE STRENGTH EQUAL c. The jurisdiction shall fill in this part of the table with "very heavy," "moderate to heavy," "slight TYPE OF CONSTRUCTION: CONVENTIONAL LIGHT FRAME CONSTRUCTION TO 3000 PSI AT AGE 28 DAYS. to moderate," or "none to slight" in accordance with Figure RR301,2(6) depending on whether there o has been a histo of local damage. TOTAL AREA OF PROPERTY:2.414±ACRES/106,286.4±S.F. history g OWNER:ANNABELLE H. &SAMIUEL POLK 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. d. The jurisdiction shall fill in this part of the table with "moderate to severe," "slight to LIST O F DRAWINGS: moderate," or "none to slight" in accordance with Figure RR301.2(7) depending on whether there has 6. DUE TO THE TOWN OF SOUTHOLD'S LOCATION IN A WIND-BORN DEBRIS REGION ALL GLAZED OPENING been a history of local damage. A-1 COVER SHEET SCOPE OF WORK SHALL COMPLY WITH GLASS THAT MEETS THE LARGE MISSILE TEST CERTIFICATION OR WITH STRUCTURAL e. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed A-2 BASEMENT PLAN: ELECTRICAL LEGEND,SECTION A-A,SECTION B-B, DOOR/WINDOW SCHEDULE p / 1. FINISH PORTION OF THE BASEMENT SPACE 67 S.F. AS A RECREATION ROOM, INSTALL SHUTTERS WITH ATTACHED HARDWARE AS REQUIRED, map [Figure RR301.2(4)]. Wind exposure category shall be determined on asite-specific basis in A-3 DETAILS: NAILING SCHEDULE, HURRICANE TIES PLUMBING RISER DIAGRAM GYPSUM BOARD OVER STUDS, ADD TILE FLOORING, ERECT NEW PARTITIONS TO MAKE A accordance with §RR301.2.1.4. NEW BATHROOM &LAUNDRY, WINE STORAGE ROOM, 7.ALL EXPOSED WOOD IS TO BE PRESSURE TREATED OR ROT RESISTANT SUCH AS CEDAR OR REDWOOD. f. Refer to Table RN1101.2, "Winter Design Dry-bulb Temperature" column. 1?0N,'/J GENERAL ZONING NOTES R-120 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED.SHALL BE SURFACED DRY EXCEPT STUDS g. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined 1. THE LOT LIES WITHIN THE LOW DENSITY RESIDENTIAL R-120 DISTRICT WHICH IS DESCRIBED (WHICH SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: from §RR301.2.2.1. UNDER ARTICLE III OF ZONING CHAPTER 280 FROM THE CODE OF THE TOWN OF h. The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry / SOUTHOLD. 9 ( adoption ado tiof date ram RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 into the National Flood Insurance Pro on of the first code or ordinance for T �' BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 management of flood hazard areas), (b) the date(s) of the currently effective FIRM and FBFM, or AP R V.ED AS M, 1 -D STUDS AND PLATES: DOUGLAS FIR-LARCH # 2 other flood hazard map adopted by the community, as may be amended. 2.THIS 2.44±ACRE 106,286.4±;S.F. LOT IS NON CONFORMING AND THEREFORE IS SUBJECT B.P.# �� _H ALL CODES OF POSTS: DOUGLAS FIR-LARCH #1 DATE: �C l3 `� C�" '?L'Y' t�='I' " TO SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD. i, See Figure RR301.2(5) for ground snow loads. FEES �� j NEW `�'°." 'K S i,�-;`; & TOWN CODES 1 � �-y rfr r•� � n to ��1 � 9. UNLESS OTHERWISE NOTED PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: f IOT1FY BUILDIfIU DEPART HENT AT AS REC'JiP,ED A _ $ OF 3.THE USE OF THE PROPERTY FOR A SINGLE FAMILY RESIDENCE IS IN COMPLIANCE WITH THE INTERIOR WALLS: (2) 2X10". 765-1802 8 Aivi TO 4 PM FOP, THES0U T �T0`�0; a'.t Z I - �� i ' FOLLOWING INSPECTIONS.- ZONING CODE OF THE TOWN OF SOUTHOLD. NO CHANGE TO USE OR OCCUPANCY IS 0. S: PROPOSED. DOUBLE JOISTS UNDER NON-BEARING WALLS ABOVE. EXTERIOR OR BEARING WALLS: (3) 2X10"OR (3) 2X8" (IF SPACE IS A CONSIDERATION). 'i. F 0!JNGATIOfJ - TWO REQUIRED S0�'��LC'T0;1?1 PL4NnG BOARD FOR POURED COidCRETETRUSTEE C 2. ROUGH - FRAMING & PLUMBING S SETBACKS 10. RAFTERS &JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS WHERE 3. flNSULATION PlY� T (NOT APPLICABLE INTERIOR WORK ONLY) - REQUIRED. 4. FINAL - CONSTRUCTION k L!ST 1. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BE COMPLETE FOR C.O. Y OR BETWEEN 80,000 AND 119,000 S.F. REQUIRED SETBACKS AREAS FOLLOWS: 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D NAILS 16"O.C.STAGGER ALL SPLICES ALL CONSTRUCTION SHPLL f,1EET THE REQUlREIViEiVTS OF THE CODES OF NEW OCCUPANCY A MINIMUM OF 32". FRONT YARD: 60 FEET YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL SIDE YARD:20 FEET 12. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE BOTH SIDE YARDS: 45 FEET THE GRADE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING REAR YARD:75 FEET MINIMUM THICKNESS: {'LUMBER CERTIFICATION OF OCCUPANCY ON LEAD CONTENT BEFORE 2.. SETBACKS ARE IN COMPLIANCE FLOORS:5/8" CER TIFICATEOFOCCUPANCY ROOFS 5/ " SOLDER USED IN WATER ROLLS STORM WATER COMPLIANCE SUPPLY SYSTEM CANNOT (NOT APPLICABLE INTERIOR WORK ONLY) EXCEED 2/10 OF 1%LEAD. 13.ALL FASTENERS,CONNECTORS AND NAILING SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1TO-� 1.EXISTING PROPERTY IN COMPLIANCE WITH CHAPTER 236. THROUGH 1.2.2.7 OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWELLINGS.SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET F,cD Art ACCOMPANYING THE ARCHITECTURAL DRAWINGS. USE SIMPSON LSTA STRAPS AT ROOF PEAK AT EACH c'�� �`"�r✓ ;•o �,�ZA'Bfif• RAFTER. USE SIMPSON LSTA 21 AT EA.SIDE HEADERS FROM THE TOP PLATE THROUGH THE HEADER TO THE PLUMBING FIRST STUD AT THE WINDOW/DOOR OPENING.SILL PLATE TO FOUNDATION: HALF INCH ANCHOR BOLTS 12" ALL PLUMBING WASTE rC. � a. MIN. EMBEDMENT:4'O.C.AND WITHING 2'OF CORNERS.AT MULTIPLE STUD LOCATIONS AND ONE AT EACH &WATER LINES NEED CORNER SIMPSON STHD8. IF A P.T.SILL IS USED SEPARATE TIE FROM CONTACT FROM P.T.SILL W/ROOFING TESTING BEFORE COVERING . FELT OR AS REQUIRED. usAl r,, c OF N BASEMENT FINISHES AT POLK RESIDENCE ON FISHERS ISLAND REVISIONS: COVER SHEETAMM ALI S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 DATE: 6/21/13 ISSUE: FILING M SCALE: AS NOTED 6/28/2013 2:54:19 AM I ❑ t 11 11 11 IT 11 111111 11 IT 11 J Ll 11 UU1 HIT UT 1111 Masonry Opening 2-8 1/2 ❑ hough Opening 2-9 Aw Lill UI'' Frame Size 2-8 aA 2 REQUIRED a` w+ 2-7 3/8 2 - 2-7 5/8 I I �� s+ N 2-7 1/800 � j 'Ci a+•s CAWN3232 AWNING WINDOW DIMENSIONS(MARVIN CLAD) _____ DOUBLE PANE,SIMULATED DIVIDED LITES,MUNTIN PATTERN SHOWN EXISTING DOOR(RELOCATION) RE-USE THE EXISTING EITRANCE DOOR AND FRAME TO MAKE AN ENTRANCE TO THE a w i MECHANICAL ROOM.RELOCATE MECHANICAL ROOM DOOR TO THE WALL BETWEEN p l I Masonry Opening 4-3 1/4 8-1 1/8 I p 1 t THE ISINISHED AND UNFINISHED AREAS OF THE BASEMENT. (VERIFY IN FIELD) \ i a i Rough Opening 4-3 3/4 8-1 5/8 ti i Frame Size 4-2 3/4 8-0 5/8 Glass Size 43 3/4" 43 3/4" I I N 1 I — — — 68 HEIGHTS — _._._._._.-. ..---- ----------- -- -TT ------------------ -- -- - -- - ---- - ---- ---- -------- --._._. ., __ __ 6-10 1 4 ...-. M4"N ._.(t._.71_._. r i -11-.-.-TI-•-'�T .�.fll'-'-'TT._._.R-._.-n-._..Trr'-Tf'•-•-Tl-•-•TT-•-•TT•-•-Tl•'�-�-Il-.-.-fi-.-llr._._Tl_._."R_._.TT._._.m lr.-.-Ir•-•-(('•-•-• •-•- -; - - 1f" _ , ' ii ii I II II 4'-5$' I' 8'-6 " .. I it o I 6-10 1/Z U n _ - ii ii I HEADERS: RIPLE 11.25 .75"MICROLAM UP RTED BY 2 STUDSC CENTER OPENIN AND 1 STUD EA. I F 4068 F £D DOORS ( II II .. .. I ( I I II II il.. I I alI I II II 74 5/16" I I I I s. i ii I II II II III` IIID IIII ill I�EILIXG II II II T. OR N3 11I11k1 iIitIt IIIIII IIIII I I (IIlIiIli IIIIIIII; iIll Ilan R,cH II _ii_ : = = I II II —2'-6CECCALI I CSPD4068 CSPD8068 XO 111 IgUO11 . •II 11 11 III IIIIII II II NEW DOOR I I RYE ..I1 II I'IIIlilIII 1IVENTII I "--� PATIO DOORS(MARVIN CLAD) 2 INTERIOR DOOR TO MATCH EXISTING BASEMENT INTERIOR DOORS 2'-6"WIDE,MATCH csPD4068 !1111 a IIII CSPDao68 TEMPERED GLASS H LAUNDRY III II II IIIA �� �I, II II T.OF EXIST DOORS&FRAME ACCORDINGLY.(VERIFY IN FIELD) , i I I I II III II II III IlIII� i I II I II II u VIII 'i! II II III I I i _ _.1_.__.1.• I Vii11 . >ItlU . i Jj__J1_Jl_ JI_ . ._. EXTERIOR WINDOW AND DOOR SCHEDULE INTERIOR DOOR SCHEDULE �. I I A {. _-til. -1 .ti�--�. {-'. :y,. _ _. - _ r+•.-.*.1+•..r.�4_..4�f`.. -•'i.-/'f•'_..�.'- ..A,�... -a _ - - ..ti.,•JCA• 'f Rt• •f I AREA OF WORK • �k. .. . 1 : '.:... L._..—.J :..• i.. Y .I SECTION BB SECTION AA B A-2 COMPRESSORS: SAME WINDOW AT IN THE '-0" HIGH ABOVE 3'-0"— 3 -0 . UPSTAIRS STUDY S.H. 4'-0• AFF. SAME HEIGHT. GRADE ® -7" 271-l's— TOTAL HEIGHT IN 00, RELATION TO INTERIOR FIN. _ FLOOR = 3'-5" -5„ 4'-0" 8� 8'-0" &}" 4'-0 r2#-i--431" S.H. 4'-0" A.F.F. 01 NEW WINE ROOM A_2 73SF I —a'-o•—+ A 4.6SF LIGHT 3SF AIRRECREATION RM 502SF ELECTRICAL LEGEND71 INSTALL 21.5 LIGHT I FULL HT. WALL RAGE TI LE 21.5SF AIR r DEEP TOWEL STORAGE V-1}" I FINISH ; Roo RECESSED INCANDESCENT I I I FLOOR ��� , 1 I RECESSED DIRECTIONAL ROUGHOUTUj _--- -- �/ WET INCANDESCENT FIXTURE - I �' I 1 � � � -DU�T-Y WALL MOUNTED I I �� Z_TYPE X 5/'8" �_ '" INCANDESCENT o \ ' SURFACE MOUNTED GYP BOARD ATNEW i o CEILING, a � i INCANDESCENT I i tc TYPICAL o ` ATHROOMc ou PENDANT OfI INCANDESCENT I I ` NOTE: 7 SURFAESCEFLUORNT SD MOUNTED c TRNM O 0WIDW/MATCH ARD \�\ TRIM ® FIRST • 0 FLOOR. RECESSED EXHAUST FAN I 1 % GYPSUM \ VENTED TO THE EXTERIOR BOARD WALL \ 2 `\ NEW "CASABLANCA" TYPE THROUGHOUT NEW BASEMENT RECREATION ROOM ��\\ � WASHtR CEILING FAN AREA OF WORK CENTER _ DUPLEX OUTLET ( - — — _ to CEILING MOUNTED ( \\�\\ / DRYE? DUPLEX OUTLET — 3'_0" COUNTER ABOVE O 3' A.F.F. Of 220V OUTLET PLUS SHELVING FLUSH FLOOR MOUNTEDI a EXISTING MECHANICAL ROOM ORPERBOWNERINETS AS I v BI-FOLD LOUVRE10 1 OUTLET (VERIFY LOC.) c� - --��\ I DOORS C TELEPHONE OUTLET - - _ _ �_ 4 DATA OUTLET 70 EXISTING UNFINISHED BASEMENT AREA I EXISTING FINISHED BASEMENT REA D TELEVISION OUTLET MECHANICAL (N CHANGE STORAGE & MECHANICAL NO CHANGE �8 STORAGE do FILED UNDER A PREVIOUS PPLICATION� � SPEAKER LOCATION RELoICATED DOOR $ SINGLE POLE SWITCH $3 SD 11O VOLT SMOKE DETECTOR C@° CARBON MONOXIDE DETECTOR uC UNDER COUNTER 01 GFCI GROUND FAULT CIRCUIT INTERRUPT A APPLAINCE OUTLET 4 QUADRUPLEX OUTLET BASEMENT PLAN FINISH BASEMENT SPACE 667S.F. fG • �: c r SHOWN AS AREA OF WORK. ' TM N i i U i i w --FINISHES AT POLK RESIDENCE 0114 FISHERS ISLAND SCALE: 1/4 = 1 FOOT DATE: 06/21/13 BASEMENT PLAN SUSAN E. Y O U N G.. A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING REVISIONS: 6/27/2013 10:53:19 PM Polk Nailing Schedule: FLooR FRAMING Joist to Sill, Top Plate 4-8d 4-10d per joist or Girder Figure 2.2c Typical Wind Uplift Connections For connections not made by other means such as Simpson Ties (Toe-nailed) - Bridging to Joist 2-8d 2-10d each end Prescriptive design based on "Wood Frame Construction Manuel for One-and Two- (Toe-nailed) Family Dwellings 2001 Edition" Table 3 . 1 . Blocking to Joist 2-8d 2-10d each end CROSS SECTION END VIEW Joint Description Number of Common Number of Box Nail Spacing (Toe-nailed) Blocking to Sill or Top 3-16d 4-16d each block Nails Nails R MF FRAMIRCPlate (Toe-nailed) Rafter to Top Plate 3-8d 3-10d per rafter EILINGJ4 ' Ledger Strip to Beam 3-16d 4-16d each joist olsT SIMPSON LSTA STRAPS AT SIMPSON H-1 EA. RAFTER (Toe-nailed) (Table 3 . 4A) (Table 3. 4A) (Face-nailed) ROOF PEAK AT EACH Ceiling Joist to Top 3-8d 3-10d per joist RAFTER Plate (Table 3 . 4A) (Table 3. 4A) Joist on Ledger to Beam 3-8d 3-16d per joist (Toe-nailed) (Toe-nailed) Band Joist to Joist 3-16d 4-14d per joist Ceiling Joist to Parallel 3/12 slope: 15- 3/12 slope: 15- each lap (End-nailed) Rafter 16d 40d Band Joist to Sill or Top 2 16d 3-16d per foot (Face-nailed) 4/12 slope: 11- 4/12 slope: 11- Plate 16d 40d (Toe-nailed) 7-12/12 slope: 7-12/12 slope: ROOF SHEATHING 4-16d 4-40d � - SIMPSON LSTA 21 AT EA. SIDE HEADERS SIMPSON MSTA 36 4' O.C. A7 EA. SIDE Structural Panels 8d 10d 6 spacing @ (Table 3 . 9A) (Table 3. 9A) } ROM THE TOP PLATE THROUGH THE HEADERS & AT CORNERS As per Table As per Table edges, HEADER TO THE FIRST STUD AT THE Ceiling Joist Laps Over 4-16d each lapFLOUR Partitions (Table 3 . 9A) (Table 3. 9A) 3 .10 3.10 perimeter, JOIST WINDOW/DOOR OPENING (Face-nailed) lookout block, rake, end A Collar Tie to Rafter 3/12 slope : 3 ea. 3/12 slope: 3 ea. per tie wall . E° Face-nailed) assuming 12" end end 12" spacing@ strap 1 . 5" wide 4/12 slope: 2 ea. 4/12 slope: 2 ea. panelinteior • end endCELL NG SHEATHING 6 7-12/12 slope: 2 7-12/12 slope: 2 Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" ea. end ea.end field SILL PLATE TO FOUNDATION: Y2" SIMPSON LSTA 18 4' O.C. AT EA. SIDE (Table 3 . 6A) (Table 3. 6A) WALL SHEATHING *I ANCHOR BOLTS 12" MIN. EMBEDMENT: HEADERS & AT CORNERS Blocking to Rafter 2-8d 2-10d each end Structural Panels 8d 10d 6" spacing 4' O.C. AND WITHIN 2' OF CORNERS (Toe-nailed) edges Rim Board to Rafter 2-16d 3-16d each end 12" spacing AT MULTIPLE STUD LOCATIONS AND ONE (Toe-nailed) FLOOR AT EACH CORNER STHD8. IF A P.T. interior �olsT LL IS USED SEPARATE WALL FRAMING Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" SI U S ARAE TIE FROM 4 -- - -- - = �-' � CONTACT FROM P.T. SILL W/ROOFING Top Plate to Top Plate 2-16d (1) 2-16d (1) per foot field (Face-nailed) FLOOR SHEATHING FELT OR AS REQUIRED. Top Plate at 4-16d 5-16d joists - ea. Structural Panels 1" or 6d 10d 6" edge/12" Intersections side less 10d 16d field (Face-nailed) Structural Panels greater 6" edge/6" Stud to Stud(Face-nailed) 2-16d 2-16d 24" O.C. than 1" field Header to Header 16d 16d 16" o.c. @ (Face-nailed) edges 1. Nailing requirements are based on wall sheathing nailed 6 inches on-center Top or Bottom Plate to For walls < For walls 8- per stud at the panel edge. If wall sheathing is nailed 3" on-center at the panel Stud (End-nailed) 161high 2-16d 16'high: edge to obtain higher sheer capacities, nailing requirements for structural 2-40d members shall be doubled, or alternate connectors, such as shear plates, Bottom Plate to Floor 2-16d (1) , (2) 2-16d (1) , (2) per foot shall be used to maintain the load path. joist, Bandjoist, 2 . When wall sheathing is continuous over connected members, the tabulated Endjoist or Blocking number of nails shall be permitted to be reduced to 1-16d nail per foot. kPERICANWOOD COLMIL (Face-nailed) 3 . Corrosion resistant 11 gage roofing nails and 16 gage staples are ! permitted, check IBC for additional requirements. NAILING SCHEDULE AND HURRICANE TIES VENT— ROOF ENT ROOF I -J I I 1 I I I AUNDR I I TUB SINK I I I I I I I I CLOTHES I DISH I I I FIRST FLOOR WASHER � ARBACG. E WASHER i SHOWER I DISPOSAL I I NEW - t- -i-- FIXTURES N, -I I I ---.------I-- ----1 I I I i I I i I I I E� I I I I I I I CLOTHES I SHOWER-TUB I I I I I I BASEMENT WASHER i c� i i SHOWER I CLEAN OUT--/ I \—CLEAN OUT EXTERIOR F.A.I. I � I I I WEST WING PLUMBING RISER DIAGRAM Ak BASEMENT FINISHES AT POLK RESIDENCE ON FISHERS ISLAND 7`ryy a SCALE: 114 = 1 FOOT DATE: 06/21/13 DETAILS S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING REVISIONS: 6/28/2013 1:00:26 AM