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HomeMy WebLinkAbout29981-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31128 Date: 08/22/05 THIS CERTIFIES that the building ALTERATIONS Location of Property: 900 BAYER RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 107 Block 9 Lot 28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 24, 2003 pursuant to which Building Permit No. 29981-Z dated DECEMBER 30, 2003 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 INTERIOR ALTERATIONS & ENTRY ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ELIZABETH JANE MURPHY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1203256 10/15/04 PLUMBERS CERTIFICATION DATED 07/22/05 TIMOTHY HORTON Aut orized Signature Rev. 1/81 7" U Form No.6 TOWN OF SOUTHOLD Q BUILDING DEPARTMENT ` IG 9 20M /l TOWN HALL A 765-1802 "n` CATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: 1-- � (check one) Location of Property: 8,/ )y &477 TV YZ M y, House Tqo. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block /j7. — 9— Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ v ` t0 y (Pp Am=" plica ignature Col311 ,14/ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29981 Z Date DECEMBER 30, 2003 Permission is hereby granted to: ELIZABETH JANE MURPHY 71 WEST 21ST ST APT 1D NEW YORK,NY 10011 for INTERIOR ALTERATIONS & ENTRY ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 900 BAYER RD MATTITUCK County Tax Map No. 473889 Section 107 Block 0009 Lot No. 028 pursuant to application dated OCTOBER 24, 2003 and approved by the Building Inspector to expire on JUNE 30, 2005 . Fee $ 311 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 i 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 S CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ROBERT J. 5 55 S 0 D' NE I JR R. LIZA MURPHY 3 RICHMOND 900 BAYER ROAD 5 CSS PECONIC, NY 11958 MATTITUCK, NY 11952 5 S 5 Located at 900 BAYER ROAD MATTITUCK, NY 11952 c5 Application Number: 1203256 Certificate Number: 1203256 S 5 55 5 Section: Block: Lot: Building Permit: BDC: ns11 Residential 5 c Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Outside,Attic, 5 5 �j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 15th Day of October,2004. Name OTY Rate Rating Circuit Type SAlarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 5 Sensor 4 0 Smoke Appliances and Accessories S Range 1 0 11. KW S L5'J Dish Washer 1 0 1.2 KW 5 C Exhaust Fan 1 0 F.H.P. Air Conditioner 1 0 42.000 BTU 5 Furnace 1 0 Gas Cj Pump/Motor 1 0 1 H.P. Panels 1 40 6C 5 Wiring and Devices 5 5 Outlet 32 0 Fixture 5 Fixture 32 0 Incandescent 5 Outlet 50 0 General Purpose 5 Receptacle 24 0 General Purpose seal 5 Switch 28 0 General Purpose 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered 'n any way and is validated only by the presence of a raised seal at the location indicated. ] t, r . 0'1 q a � . 61 eM 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c 5 CERTIFIES THAT 5 5 5 CS, Upon the application of upon premises owned by 5 5 S ROBERT RICJ. NDE I JR. LIZA MURPHY 5 900 BAYER ROAD c 5 PECONIC, NY 11958 MATTITUCK, NY 11952 5 S 5 Located at 900 BAYER ROAD MATTITUCK, NY 11952 5 5 Application Number: 1203256 Certificate Number: 1203256 5 Pp 5S 5 nsl1 Section: Block: Lot: Building Permit: BDC: 5 c� 5 SDescribed as a Residential occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: �S SBasement,First Floor,Outside,Attic, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 15th Day of October,2004. Name QTY Rate Ratin Circuit Tye S Paddle Fan 3 0 5 5 Receptacle 1 0 30 AMP Dryer 5 Disconnect 1 0 60 AMP Air Conditioner 5 5 Receptacle 8 0 GFCI S 5 Service 5 I Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 CB Meters: 1 5 S 5 5 5 S5 5 5 5 5 5 seal 5 5 2 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 O co W : Town Hall,53095 Main Road 0-0 �� Fax(631)765-9502 P.O..Box 1179 �01 �a0 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: —�J-1J�t� �, Building Permit No. C*1 Z Owner: (Please print) r--- 2`'� Plumber: um Q (Please print) J 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 v i/L - 20 O Notary Public, .Sv County THOMAS A.HICKEY Notary Putilis,State of New York No.46P4072 Qualified in Suffolk County ^,db cmn�. in�ssioxpires May 39,ii�Q�e o� s� Town Hall,53095 Main Road � Fax(631)765-9502 P.O.Box 1179 iO O�� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 12, 2003 Elizabeth Murphy 71 W. 12th St #1D New York, NY 10011 Dear Ms. Murphy, This letter is a follow up to our conversation at the Building Department on December 11, 2003. During your visit, I followed up with the surveyor, Mr. Ingegno for a survey showing the flood zone. He advised it would be sent out shortly at no additional cost. With respect to your inquiry about when an updated survey was requested showing elevations & flood zone designation, my records indicate this request was made on October 29, 2003. Upon receipt of this survey I will process the permit application. Thank you, Sincerely, X � Patricia Conklin Permit Examiner Copy: Supervisor Horton DECi � Elizabeth Thompson, Architect -- ---� 250 Mercer Street, Suite B 806 TeVFax 212-614-7180 New York, New York 10012 ETArchitect@nyc.rr.com December 10, 2003 Pat Conklin Plan Examiner Building Dept. Southold Town Hall Southold,NY 11971 Fax: 631-765-9502 Dear Ms. Conklin, This is in reference to the open permit application for the Murphy residence on Conklin Avenue, Mattituck. As of this date,I am requesting that you withdraw my letter on file dated 12/1/03. 1 give permission for the drawings from this office to be used in connection with the permit application on file. Sincerely, Al I rl'� Elizabeth Thompson Cc: L. Murphy Elizabeth Thompson, Architect 250 Mercier Street, Suite B 806 Tel/Fax 212-614-7180 New York, New York 10012 ETArchitect@nyc.rr.com December 1, 2003 Pat Conklin Plan examiner Building Dept. Southold Town hall Southold,NY 11971 Dear Ms. Conklin, This is in reference to the open permit application for the Murphy residence on Conklin Avenue, Mattituck. As Architect of Record on the project,I am removing my sealed and signed Construction Documents from the Building Department file at this time. I am withdrawing permission to use these drawings in connection with this application until further notice. Sincerely, Elizabeth Thompson 3 ton' Elizabeth Thompson, Architect 250 Mercer Street, Suite B 806 - el/Fax 212-614-7180 New York, New York 10012 ETArchitect@nyc.rr.com Oct. 31, 2003 Pat Conklin Plan Examiner Building Dept. Southold Town Hall 53095 Main Rd. Southold,NY 11971 631-765-1802 Re: Murphy Residence Dear Pat, Enclosed are 3 signed and sealed copies of Drawing # 6, 17 & 19, which include additional information, as requested. Sincerely, J Elizabeth Thompson Via: Fedex 4 � / /V oa�; -/a ., _ 9 _ o2S TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET '�' ? '� VILLAGE DISTRICT SUB. LOT � FORMER OWNER N E ACREAGE S W TYPE OF BUILDIN RES. �O SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS Vii•:y _ / /� c� Q uw Y 0 Cf j.• O ti 001, AGE BUILDING CONDITIONa301, cAm-f Rap ka.a ,' %L s NEW NORMAL. BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 + BULKHEAD , Tillable 2 DOCK 3Cl L"�> Tillable. 3 Woodland Swampland ' 'r B rush lar3d..---. • House Plot Tota NNNNNNNNN■NN■NNN ONE MOM MEN N NNN■■N■■■N■■■NNN ■NN■ ■N■■■N■NN mom NNm■NN■OWN No 11 N■ Nom■ NN�s■NNINN ■NW�LN■N■■■ NMN■■NNN ma i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL Ae- ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �. oF souryo� z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE + �� �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGN PLBG. i [ IF UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL A`FIREPLACE 8 CRIMNEY [ ] FIRE SAFETY INSPECTION REMARK iv � - zc C DATE � 7 � INSPECTOR x-99 8 I Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING P< FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /V/6 B DATE � - � - as INSPECTOR 765-1 802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ ] R GN PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `� 7 � INSPECTOR '� 765-1802 BUILDING DEPT. INSPECTION [� ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE -.-6-/3 INSPECTOR f 765-1802 BUILDING DEPT. ,-----, INSPECTION [ /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: RLtl-A . I / r DATE `� INSPECTOR r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) e� y ------------------------------------ 0 --- - --- co- _ - - - - - - - a C FOUNDATION(2ND) J z 0 ROUGH FRAMING& -- - - - .. - _ - -- - - - --- -- - - - - - - - - - - - y PLUMBING - --- ---- -- - - -- - INSULATION PER N.Y. - -- -- - - - -- - -- - - - - - - - - - - - - �� STATE ENERGY CODE - _- Iva FINAL -- ADDITIONAL COMMENTS �O -- - ----------- b .� uJ O t" y d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20p 3 Contact: Approved ,20 n-5 Mail to: \M e.,7t Disapproved a/c 1'�,e t,) 'JQ g <� N f co Phone: ZJZ /Lf �_3 Expiration 6/30 ,20 © „Z Building Inspector IAPPLICATION FOR BUILDING PERMIT 4 4 `��03 Date �-� �o�� , 20 03 INSTRUCTIONS a. Tis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 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. (Sig lure ot-`_0 r name,i a co oration) 7/ lJ.Iz ` (Mailing ad-dress of applicant) loo7l State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or 1 est deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. -7--,6 1 Plumbers License No. 4 / Electricians License No. T61) Other Trade's License No. A / 1. Location of land on hich propos work will be done: C House Number Street Hamlet wowCounty Tax Map NQ. 1000 Sect on l 7 Block C Lq .lNMOA } 811.2ilau9!nrW Subdivision H44 i-kt C/ e i A ,J Filed Map No. /l fs rta3t ie E�$Of�00tVC (Name) __,,.,�.�,r� — 2. State existing use and occupancy of pr ses and intended use and occupancy of proposed constructioi:: a. Existing use and occupancy b. Intended use and occupancye 5 �C 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) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars P)A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I 7. Dimensions of exis 'ng structures, if any: Front �, ` Rear Depth 3 Z Height l Number of Stories Dimensions ojsame structure with alteration or additions: Front LIQ',1) Rear f J Depth ,32,5 Height /Z Jeef Number of Stories ONe 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front I 0-) �Cet Rear 13 (3 Depth 10. Date of Purchase leca e� 700flame of Former Owner 11. Zone or use district in which premises are situated 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� 14. Names of Owner of premises 4-,) Address 'C)2)kp e- Phone No. Z (Z (o Name of Architect - o Sa Address Phone No E, oWei-K. Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY Bg REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ZA -� Z u being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)abo a named, (S)He is the 1j e-e— (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. Swovi tq before me this �{ day of2003 &Jwa N Pu lic Signature of Applicant OWL DOROSIQ no.910"S28.We Cft* %M Eon J*7.20-D , Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code r RES checkSoftware Version 3.5 Release la Data filename:Untitled.rck TITLE:Residential renovation COUNTY: Suffolk STATE:New York HDA: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 10/04/03 DATE OF PLANS: Oct. 10,2003 PROJECT INFORMATION: Murphy Residence COMPANY INFORMATION: Elizabeth Thompson,Architect 250 Mercer St.Suite B-806 New York,NY 10012 COMPLIANCE:Passes Maximum UA=231 Your Home UA=231 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 2:Flat Ceiling or Scissor Truss 804 38.0 20.0 15 Ceiling 1:Cathedral Ceiling(no attic) 511 30.0 1.0 17 Wall 1: Wood Frame, 16"o.c. 946 13.0 0.6 51 Basement Wall 1: Solid Concrete or Masonry 532 30.0 0.0 24 Wall height: 7.0' Depth below grade: 6.0' Insulation depth: 7.0' Window 1:Wood Frame:Double Pane with Low-E 239 0.310 74 Door 1:Glass 87 0.360 31 Crawl 2: Solid Concrete or Masonry 240 30.0 0.0 19 Wall height:4.0' Depth below grade: 3.0' Insulation depth:3.0' Boiler 1:Other(Except Gas-Fired Steam),80 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the ew York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/DesignerDate b11(0103, .. 4 �9 �5 3 r' 'j s Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. lTa�le : Minimum Insulation Thickness for Circulating Hot Water Pipes. ` Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts' Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BUILDINIG�1141T V" Applicant/ Date Owners Name: —11' Reviewed: a Architect/ Date Engineer: Submitted: SCTM District: 1.000 Section: �0 :7 Block: Lot: / Project Subdivision Location: Name: Single&separate Required certification: Yes/N _ Req. / Rcq. •zoning Districic (Lot size: _Acuial: 13� O�! I (Lot coverage Prolxised ( Req. i,/' �//, Rcq. / Req. J]=rant Yard /`�y ,Proposed:_tr (Side Yard Proposed: ) (Rear Yard _ Proposed -1-6 d[ Project Description: AGENCY u GLvCfi ,) Permit REQUIRED FOR REVIEW N.A. NO YES YES umb r Suffolk County Health-Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? / Flood Zone: Noteg.. .17& 9.A Ile 1/3 w 1�1a3 - �y>� d� �•��'-,� �.°.'�. �..�y oma..,-� �s�.�I� 1-�. . . ,� f NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH ( Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE /PRESCRIPTIVE FULL FRAMING DESIGN ELEMENT HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N l PLUMBING RISER DIAGRAM: Y/N ' LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N� TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 3 l Ap- A; C F � A>69Y BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _/_/03 APPLICANT: DATE SUBMITTED: _/_/03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100;24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: /_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: -SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- _SF)= SFX$ =$ +$ +$ =$ 2. ( SF)- C-SF)= SFX$ =$ +$ +$ = $ 3. ( SF)- _SF)= SFX$ =$ +$ +$ = $ FINAL TOTAL: $ SURVEY OF LOTS 53 thru 55 / AMENDED MAP OF MATTITUCK HEIGHTS PROPERTY OF ,foo s301p- ' *.�No GUSTAV BAYER a; FILE No. 1184 FILED JULY 24, 1935 Q ~ SITUATED AT MATTITUCK f TOWN OF SOUTHOLD '" � / m SUFFOLK COUNTY, NEW YORK / a S.C. TAX No. 1000- 107-09-28 / _LID � ' �?e �� �� ,� IX� ` 76S o � _/ SCALE 1 "=30' max) �., NOVEMBER 01 , 2002 Ito / �° DECEMBER 1. 2003 ADDED TOPOGRAPHICAL SURVEY /I / r � AREA = 13.081 .79 sq. ft. r , / / �� � � wino 0.300 ac. O � C'f .1j.6 Ap 3!-k(%' \ / / o eso VA / Z CERTIFIED TO. ELIZABETH JANE MURPHY / 13.6 / /� / 51 �' COMMONWEALTH LAND TITLE INSURANCE COMPANY + S� reb / _ `/ / 11.5 o ., ,l.'�° PREPARED IN ACCORDANCE WITH THE MINIMUM / /. \ STANDARDS FOR I lie / :�- / BY THE LIALS. MID AND ADOMM 10.3 i' i FOR SUCH USE BY THE STATE LAS TITLE i• i tie • : ' ' °.t, 446 { x �• • / 4 N.Y.S. Uc. No. 49668 \ x \ x� c UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION of J� A■ kgm SECTION 74LA OF THE NEIN PORI( STATE EDUCATION O ` L Stry car 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM THE L of THIS SURAND VEY INKED MAP NOT eEASW+s EXISTING ELEVATIONS ARE SHOWN THUS:�.n S NOT BE CONSIDERED EXIST*4 CONTOUR LINES ARE SHOWN THUS: - - - - -5- - - - - TO BE A )*W TRUE COPY. F.FL. - FIRST FLOW CERRFICATIONS INDICATED HEREON SHALL RUN G.FL. - GARAGE FLDW ONLY TO THE PERSON FOR WHOM THE SURVEY Tide Surveys - $ubdwieiana - Site PICAS - C4AstruCt10I1 Layout IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL. AGENCY AND LEWORIG ulsTmmoN USIED HEREON, AND PHONE (831)727-2090 Fox (631)727-1727 TO THE ASSIONEE'S OF TIE LENDING WSTI- TU110N. CERTIFICATIONS ARE NOT TRANSFERABLE. OfFXCES LOCATED AT MANAVC ADDRESS THE EXISTENCE OF RIGNTB OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead. New York 1 1 901-0968 ANY, NOT SHOWN ARE NOT GUARANTEED. 22-452A 481-411 20'-4 11 6L-O" 8-O" 111-6" 2' 6" 10'-2" 10' 2" iW3052-2 N Ul 1U n 111 _ — TW3152 TW3452 v S v U N p N In L N N F in p L If/1 o Y _ I " _ ro 3'-416"TW8032 TW34 0-3 1. ��� 2• ��� 212" _... W-ell 6,-I40 " I: p $ FLOOR FLAN ; ORIGINAL PLAN AMENDMENT MURPHY RESIDENCE Pc. I OF 'C, April 21, 2004 scare1/4" = 1'O" JD / MH � O � a COVERED BEDROOM NEE SEOTIOW �J PINING ROOM LIVING ROOM S � BAT � u > _ 2 6u H \ ® ^I J � i o - �1 BATH U v x z s O of of of � z_o„ O nn �n O iLl 111 w o w DEN 9 9 ENTRY a - O u 2. O„ 7-10' i a, 2 -6 ' 2,_Op N KITCHEN _-- - -- u -- A— ,,, l2 010 HEADER TW2032 CWI3 - - - TW3 46-2 LLl � ." ��.tk.,, � �u FLOOR PLAN ; AMENDMENT _ AMENDMENT _ MURPHY RESIDENCE PG. 2 OE April 2�, 2004 scA�E1/4' = 1'O" Jr) / MH PORCH TO 5E COVERED ASPHALT ROOFING IP- FELT UNDERLAYMENT ar 1/2" CDX SHEATHING - 2X8 RIDGE __ - 2X6RR m16"OC - CONNECTED WITH TY-DOWN CEILING J016T CHANGE 1 ANCHORS iG HEADER O TO ^X6 m16°OG AND STRAPPED OVER RIDGE ' - !J 1X8 HEADERS Q ALL OTHER SPECS ARE - STRAPPTO POSTS - SAME AS ORIGINAL DWG. ,X - -- DX6CJ ml6°00 _ CONNECTED TO HEADER - - -I W/ JOIST HANGERS ' 4X4 POSTS ANCHORED TO DECK STRAPPED TO COLUMN - DECKING / JOIST6 / GIRDER / FOOTING - SPECS TO REMAIN SAME AS ORIGINAL PLAN MQ 2 REAR PORCH SECTION SECTION CHASTER BEDROOM) U AMENDMENT _ MURPHY RESIDENCE PG. A ril 21, 2004 'O4LLLvLd � v41 I L 1�II1_I L IL 11 i �h � � I 1111_ r1 �iL� �II�L1r = L L I J I �� LII F T1 L I- IF -_II _L1 1 _ ry �L L T L - IJ I LI I 1 TUT-J - Hi J_ L = I �_I � -F l - _ i_I _LI IJ_ J - 'I�l TI J L J L- kI J LT IT -I LII J _ �- -1 _LTI LLI 111 I_-_ I_ _ Li-7- I LI f _I_ I_ T� - C I _ F _J_C- rl_- r I L ILC L I J_ I �L f_ 1.1- 1 - T! f - LII rl r I T I I I_ J_I IT I I _I_ 1.1II L _I — r n LL L_ I-1_ 1.11 F _ 11 1 I = i II rI i IIII i � � i � r ISI FRONT �If r:E I Il Jul IJL I IT-i_-L�1 I L�r� nr 1 �I 1 -rilzlL_ a TLrT - - -- - L f - II 1 � I - � II-I- T Tr LI I I rel r--_ LT I_ LrL L I ' I _ I _ I_ r L1I f I �— r _�i �� I � �I 11LILL I II 1, I_I �_� I -I` I IIT 11.11 _I rl 1L T_� J rl 11 -L f I 11 IF M T _ - 1 1 1 IT 1 Ls 11 1L �,_T I _ I C - - I - I- � q �rr I _I1 - 1 n m l IT lT L - n TL _L_ - II -II 11 I � � , I I , REAR AMENDMENT MURPHY RESIDENCE Pc- sca e April 2l, 2004 -1 1 1 1_ F I I-I_ C_I I I I � 1 I1 _I_L I I III I r� 1111rI �1�� � �L I JI FL I BILI I IIJ L I IL _ I_I I LI 11-C IIII 1 F - LII I '-_ I I I I I I 1JII I L L�IL L TJ I - J 11I l� l I_I_- 1 - 1 - � _ 1.1 >LL_ � ILL_ I T I I_� i1 _ LI L 1 Cl I LII I I I f � 1111 l I III I Ll-III LI _ TI M _ -_I IL _C - J 1 1 T_I_ _ f -17L _ _ -L (1-ItITE_CIiIrTL-LrI� -,-- I _I 1=- LIF 17 l 1 jf�I_ I-I _ f I -CII I I 1--=1 JTI LEFT I I L� 71 11-11 JTJ I LI L L�I_I l L J_ I _LI III ITT�CII-III -_11 I 1 L1I�L_I IT 1ILI7 U ��I _I L_LI 1 1 I II 1T1 _J I_ _I �� Illl L L __ 11 i ILII - _ 1_IrL T-1-L LL LCl T _L _ L _ 11 1i11JZI rn STI 1 r -f _I= 1 L �. ITL I 11 - 1 I L 1 1 rI � � I L 1 C_ I C 111 J_ I I I L iJiTli ji RIGHT AMENDMENT MURPHY RESIDENCE G' 3CAL= Fj of � April 21, 2004 I/4" I.Is'( of PeANWIN4S =tea; DIz&�VI�IG, 'fltl.>✓ I '"- KITE FLAP 2 k115TIwe, SMT, FLAW 3 �xls 1 "4 FIRst Floof. FLAW q �xistlf�l�1 �IaR-tFl � SoU'fkl 61,�iG4^flof,�s 5 Po5 we, �Asl � west EI6vbTIQf-IS -7 K, 1,6&%p 66,11,,1 06 FLAq to _ I �tEI�oR- ED�1��TIo�{S - t,IVING ISM / DUG,/�tf \ 1_I I I�ttCP�Io�. �I,Gv�Tro�s • 1.1�9 �1�, -�1/ DING, /Klr / I Z I wT57E4oP EI EvA'f IoA4s P-riz1T, FA,w Rif P-va Ep &4tH \ 13 I�rE2{ofz �I,G1rFCTIo�IS�P�f� , PI., f�2£�II��,�-1,C'�L'(N ��/ \ I� IU'fE%RIc�2. .�I.fVJ�,'(IOMS - NI .BEDP-SNI Y \\ � � � I5 hGkEDuut✓S, FCutl.gll�lc, Ii1t5k"2_IZ_I� �_ _ .. .. . At Ls 1751 -r wGtuva, P-o-rAI us 16li Gi1rLULtUPA I-101'ES PEtAI LS 1 i Ve OCCUPANCY OR USE IS UNLAWFUL �xtb r-I l la WITHOUT CERTIFICATE UNDERWRITERS CERTIFICATE OF OCCUPANCY REQUIRED PLUMBING APPROVED AS NOTED ALL PLUMBING WASTE DATE: B.P.>l r�4,P� &WATER LINES NEED —AL .a.�_ TESTING BEFORE COVERING FEE: .311, 76 BY: , \ N BUILDING DEPARTMENT AT 765-1805-180 2 8 A TO QPM FOR THE COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION FOLLOWING INSPECTIONS: NEW YORK STATE & TOWN CODES 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDITIONS OF ON LEAD CONTENT BEFORE FOR POURED CONCRETE ` CERTIFICATE OF OCCUPANCY 2. ROUGH - FRAMING &PLUMBING SOUMDTOWN ZBA SOLDER USED IN WATER & INSULATION SOUiKOLD TOWN PLANNING BOARD SUPPLY SYSTEM CANNOT +- FINAL - CONSTRUCTKNi MUST EXCEED 2/10 OF I%LEAD. L E COMPLETE FOR C.O. MEET THE �✓ SWfaDTOWNTAUBTEES AL N.Y.S.DEC REQUIREMENTS OF THE CODESOFNEW YORK STATE. NOT RESPONSIBLE FOR CERTIFICATIONOF DESIGN",�BUCTION ERRORS. NAILING &CONNECTIONS �C1 MAY8E REQUIRED. � q'��rE 11 FLOODZONE ° ALL CONSTRUCTION SHALL c „ COMPLY WITH CHAPTER'46' MEET THE REQUIREMENTS OF THEA, FLOOD DAMAGE PREVENTIM SOUTHOLD DE TOWN CO . CODES OF'NEW'YORK STATE +y - '" - - - --- - Job Date Elizabeth Thompson . Architect HUR-PH'r r?ZsIR6N66 lb/15/o� 250 Mercer St. Suite B 806 Title scale / New York, NY 212-614-7180 ems' Itl'i -FIkA.I I/Itol1%11-0it 10012 EfAi chitect@nyc.rr.com N FUP.Nf-IAcrif, Job UGie Elizabeth Thompson . Architect - - HDgf +f D.�Sip�l�c� io/t5/o3 250 Mercer St. Suite B 806 Title Scale New York, NY 212-614-7180 10012 $x15fIN/� a6mr, Pld i ETArchitec}Onyc.rr.com - tel- L.1 - 1� Ali 1 "O � L i r I � i I - k I I 1/7 -- Job Date Elizabeth Thompson . Architect ,~V ft64,,iDE�" io/15/03, 250 Mercer St. Suite B 806 Title Scale New York, NY 212-614-7180 //� p ' tr 10012 ETArchitect@Jnyc.rr.com -- X-L`�Y��i21 "�1�pP�.- '"" - "- i7A` �4" i i E A A i I i Z hbU'fN--"�I.Evol'GirzN , Job Date Elizabeth Thompson . 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C. 5 3 �i(PL�?uPAL PLdt1 � Mup RM, _DF/.K . 114 11,0 7 /4 1:;1 ,ou NdfE ' IIASUI L(IOU II1 FLA� GEIUF4GS Ski l. gE (ZI`I �E(\X, GEI�IuI� JOISTS, ZKi31�POOSEfof�1 � G>2F�'(IlJuouS gt.��IK�T �� -'fOPoF G�ILII.V�i , 1..�1D PEI�PEI�1D1cul.a2 MAIPOO (o GGILIUIc Jolsts I� P>Er�Y pAoF rid FTELS, BEwiY "I KuL YEUT" P its flc Pv4FF kR r ;L-;rA, kLL U GXISTIJa� G_c mprn1opl '-ro 6C FICu> V50Flop P - --� Job - _Date la 3o�o3 N Elizabeth Thompson . Architect Mui-Pµ`( fzESID�I�� IoI15�03 � l � 250 Mercer St. Suite B 806 Tine Scale � �i'�iwGTU�L PI�41,1 � I-IE\V_ (ZOoF New York, NY 212-614-7180 a��GTUp�, DET/al� � w�ED 10012 ETArchitect@nyc.rr.com - CONCRETE NOTES GENERAL NOTES FRAMING NOTES 1. DESIGN, MATERIALS-9i METHODS OF CONSTRUCTION SHALL COMPLY WITH THE I ALL WORK MATERIAL.AND EOUPhENT SHALL BE N 12. THIS DRAWM3 IS AN INSTRUMENT PREPARED TO I ALL FRAMaO LUMBER SHALL BE DUDE 87AWED 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE ACCORDANCE WITH THE NEW YON STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE DOUGLAS FR-LARCH STRICTUIN. GRADE No. 2 OR BUILDISHALL CODE ASANALIS AT ALL 2XB STUD. BUILDING CODE, AND THE NEW YORK SLATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BtILOER AND BETTE)i SHALL RECEIVE 5-100 NAL6 AT SILL AND PLATE. AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN CONSERVATION CODE.AND LOCAL AUTHORITIES, OWNER 2. ZI( BFEATHNO i0 BE APA RATED.EXPOSURE L 5/8' ALL EXTERIOR HULS SHALL BE GALVANIZED- STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI. AT 28 DAYS 2 ALL CONCRETE SHALL BE STOW AGGREGATE WITH A I3 SEWAGE DISPOSAL SYSTEM AM FRESH WATER SUPPLY OR AS NOTED. p. PLYWOOD SHEATHING TO BE NAILED WITH 8 d e e' EXCEPT CONCRETE SLABS WHICH SHALL BE 4000.PSL MINIMUM 26 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED AND BOLT N ACCORDANCE oc. EXTERIOR EDGES AND 8 d 0 p• oa. WITH THE BIPFOLK COUNTY DEPARTMENT tP HEALTH 3 %MPLOOING TO BE APA RATED STURD-I-FLOC. INTERMEDIATE. 3 ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FR- E 4 3/4-Ma THICKNESS. ALL EDGES OF 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF LARCH STRUCTURAL GRADE @ OR BETTER N. THIS STRUCTURE HAS BEEN DESIGNED N PLYWOOD to BE SET ON SOLID BLOCIKN0. p.lE AND R ALL MEPAR AID EXTENDS FNDiE3, FLASHING ACCORDANCE WITH THE NEW YORK STATE ENERGY NAL PLYWOOD SUBll TO FLOM JOISTS- , AND WATEWRODFNG SHALL BE BY ARCHITECT. POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM FREEZING FOR , PERIOD OF 14 DAYS. 4. RIOVIDE DOUBLE HEADERS AhD TMTAND AT ALL CONSERVATION LODE, 4, ALL HEADERS e'-D' AND OVER SHRILL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 6 AR AND FLOOR OPENNIM POSTE AND PARALLEL PM7ITION9,EXCEPT AS NOTED ON OUWN3. M ENGINEER 70 BE NOTFED N WRITING OF ALL WITH DOUBLE IPRGiil9 4-0" AND OVER WITH AND SLID WITH OALVANZED HIAgIICME TYPE CHANGES PRIOR TO AID DIANG CONSTRICTION. TRIPLE LffORnS. ALL HEADERS SHALL BE A CONECTORS BY 'TECO'OR APPROVED EQUAL. FOR RRICANE A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS A. BPoppM TO BE PROVIDED FOR ALL JOISTS AH.o M+dl1M OF 2-2X8 OR AS SHOWN ON gAWBxi' TIMBER PILE L PDATDNS, PROVIDE GFIDER FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER FLOOR BEAMS. SPACING NOT TO EXCEED BD FT. IS, ELECTRICAL AND MECHANICAL COMPONENTS TO BE CLIPS TI ALL PEI6ETER JOIST To FADER DESIGNED AND SPECIFIED BY OTHERS. 5 SOLO BLOCKING SHALL E N.Y.& EO FOR ALL JOISTS COMECTIONS POUR. a ALL DIMENSIONS AND DUDE CONDITIONS TO BE AND O' Co. R A6 PER NYS ACRE R AS NOTED VERFED BY CONTRACTORSI PRIOR TO START OF IT. ALL 9TRICTl1RAL STEEL 70 BE ASTM A3B'M7H ONE • B'-G" O.C.IRAN PROVIDE 2' SPACE FAR M b. ALL C OPIDRESIES OCII A- BALL BE GEORGIAVIL CONSTRICTION AID ORDERING OF MATERIALS. IRIS COAT EPDXY PANT. ALL PA57EMRS TO BE ASTM CIRCULATION N HOOFS PROD C ON SIDES WOOD-.OUSTS. AND LVL B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD FOUNDATION HAS BEEN DESIGNED FON A SOL A-325 BOLTS, 3/4' DIAMETER MADECTS OR EQUAL. ALL JOISTS, ERS INS AND HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER BEARING CAPAOTY OF TWO 121 TSF AND GRADES B. DOUBLE FrOR ASNOTED AROUND ALL WHIG . 14kyX�N. HEADERS SHALL HAVE SEMINA STIFFENERS INSTALLED LESS THAN SA. CONTRACTOR SHALL VERIFY THAI IS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND HIGH etc.1 OR AS NOTED ON LGAWN(NS AS PER MANJFACiL1ER5 IECONB.EfDATION6. WEB POUR. THESE CONDITIONS ARE MET. ALL FILL BENEATH INSURANCE NECESSARY 70 PROTECT THE ENGINEER STFPIl SHALL BE REQUIRED AT ALL LOAD APD CHESS CE SLABS T R BE COMPACTED PILL NE H AND OWNER 7. DOUBLE QIP FRAMING U ll ALL POSTS AND PARALLEL BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' CONCRETE SLABS PAF17ITM OR AS HATED ON OFAVYNGS. LVL RM JOIST STALL BE fEOLIF'ED AT FLOOR 3. CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING I9 DO Not BACKFILL AGAINST FOUNDATION WALLS PSI ETERS HANDLING.STORAGE.A1D ERECTION OF STANDARDS - LATEST EDITION. T. ALL FEAOER9 BMD FT N LENGTH MA OVER 70 BE UNTIL FLOOR SYSTEM INSTALLATION B COMPLETE. fl ALL FLlRSH W000 CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER AMNUFACTIAERS SU'PKR7ED BT DOUBLE LpRIGH05, BO FT MA OVER WITH RATED GALVANIZED METAL CO WCTORS BY REC(JM.EfDATDN9. BY TRIPLE 11PRIUdTS ALL HEADERS TO BE 2G PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL "TECO"OR AwrDveD EQUAL. A, PORTLAND CEMENT AS PER ASTM C150 -TYPE I. MN.GLIM OF 2-2r8 OR AS SHOWN ON DRAWING AND N BASEMENT I F APPLCABLE H. POSITION HEAR 14. ALL ANZEDMULTIPLE LVL PRODUCTS 9 12 HAVE 2 ROWS OF I/2'OA B. CONCRETE AGGREGATES AS PER ASTM C33, 3/4" MAX. SIZE. B pJJDy FRE5tOFPNG A7 ALL LEVEL ENTRY FROM HOUSE 70 ATTACHED GARAGE AREA GALVANIZED hMLTf¢BOLTS P 12"OC_ C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, � PENETRATIONS xl SMOKE DETECTORS REQUIRED N EACH BEDROOM AND EACH LEVEL OF DWELLING AS REDURED BY ACIDS, Ai-KALIS, SALT, ORGANIC MATERIALS & DELETERIOUS B PROVIDE FLA£eNG AT ALL ROOF BREAKS. ON SUBSTANCES. CHIveNEY9. SKYLIOWS.EXTERIN OR DOOM, WINDOWS HEW YORK STATE BUILDING CGDE. D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, I AND DECKS ETC- 22. ANY ALTERATION.REPAIR. ADDITION OR CONVERSION TO Joint Description Nall Sixes Noll Spacing DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A D DO Not SCALE DRAWINGS. AN EXETNG DWELLING IEOUA1 NG A BUILDING PERMIT MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORMNOW REQUIRES THAT ALL SLEEPING RDOMS N THE ROOF FRAMING TO C.R.S.1. STANDARDS. rt DESIGN CONSULTANTS OR PECOD ARCHITECT- FIa15E BE UPGRADED WITH HARD WPEO R ENOWER ARE NOT RESPONSELE FOR THE NIERCOMNECTED SMOKE ALARMS. Roller to Top Plate (Toe-nolled) 3 - 8d per railer E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PEP ASTM A82-64 INSPECTION.SUPERVISION.OR ADMINISTRATION OF CORM Joist 10 Top Male (toe-palled),. ' 3 - ad per Jolsl THIS CONSTRUCTION PROJECT. FEDERAL, STATE 23 THE NYE CODES ALSO APPLY TO ACCESSORY 9 3 - fall each lap •I AND Al 85-04. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE STRUCTURE DESIGN. Ceiling Joist to Parallel Roller (Face-nailed) 4 _ I6d each lop SHALL BE THE IESPONSELITY O' THE Ceiling Joist Lops over PaH ailed (Face-nulled) 2 - ad per tie F. WATERPROOFING AS PER ACI 515.1 R-79. CONTRACTOR. 24. GARAGE DOORS to BE RATED FOR In MH{WIND LOAD Collor tie to Rafter (Fate-nolled) 2 _ ad each end Blocking to Rafter (Toe-nallsdl 2 - I6d each end 4. ALL CONCRETE SH/\LL BE AIR ENTRAINED 13-5% RETENTION I. RIM Board to Rafter (End-nal ed) � WALL FRAMING 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED Hop plate to Top Plate (Face-Maned) 2 - led' per Fool VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. lop Plole, at Intersection, (Face-nailed) 4 - led Joints-each side FT. Sin lot Header e(Fcc!nolled) 2 - IBM .c. ion I6d 16' o.4 along edge, € li 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR Top or Bottom Plate to Stud (End-noill 2 - I6d per 2x4 ,Jud 9 BOLTS, INSERTS, SLEEVES, ETC, AS REQUIRED BY OTHER TRADES. , 2 - I6d per 2x8 stud z - tea ver zxe stud " 7, LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TAPED. ALL SNAP TIES AND - Bottom plate to Floor Jolsl,8andloisl,tmRoat or Blocking (race-palled) . 2 - led" per fool WALL PENETRATIONS SHALL BE CUT BACK AND GROJTED SO AS'TO PRECLUDE FLOOR FRAMING ANY CORROSION. j Joist to Sill Top Plate or Girder (Toe-nailed) 4 - ed per joist 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. Bddalnq to Joist (Toe-Moiled) 2 - ad each end Bloc Ing to Jalsl (Tae-nolled) 2 - ad each end WINDOWS - GLAZED QPENING Blocking I. Sill or Tap Plate ( Tornalledj 3 - I6d each block g, ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. Ledyer 51dv io Beam (Faeenalied) 3 - .fid each 181 ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL Jolet on Ledger to Beam (Toe-nolled) 3 - ad per )oisl BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. Band Joist to Joist (EMI-nolled) 3 - I6d per Joist ,Band Joist to Sill or Top Plate (Toe-nailed) 2 - I6d' per loot 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ROOF, SHFATHINO PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS AND HOOKED ", NOW CONTINUOUS ENDS. FOR FRAMED SLABS, ASTM E 1996 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS ad $ e, f..a. ed :one Structural Panels other a o.e. edge, of LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS net , 12" a.c. Interior } SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET" of pdnel ) SPLICES OF BARS AT OPPOSITE FACES. DIP9anBoard Sheol I' I" x B. a x B" ar 2 - ed per support I V ' I" x 10" or wider . 7 - Rd per support i 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE 4'-0" CEILING SHEATHING I USED. INCREASE AS REQUIRED FOR DRAINAGE PITCH. MAX.1 s Gypsum Wallboard 5d 7" edge / iG" held 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION WALL SHEATHING JOINTS AND SHALL HAVE .KEYS AND CONTINUOUS REBAR. WALL SECTIONS Rd (see fable 3.$) SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS 48 - 2 1/2" WOOD Structural Panels BETWEEN ADJACENT POURS. SCREWS I^12- O.C. Fiberboard /Eels 6d 3' edge / 6" field - 1/2- PLYWOOD a SET IN r FROM 25 / 32" ad 3" edge / 6" field 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED PANEL < EDGE OF PANEL 5d 7" edge / lO AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT. FROM ANY SUPPORTING OR Gypsum Wallboard . held INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING. o Hardboard ed (See table 3.9) I Particleboard Panel, ad (See fable 3.9) 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE 0 as Diagonal Board Sheathing NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. I` x a" or 1" x e' 2 - ed per support I' s ID" or wider 3 - ad per support * LARGER PANELS TO BE FLOOR SHEATHING COSTOM DESIGNED. Structural Panels 1' or less 10 6" edge % 8 field greater Inch 1' Diagonal Sol Sheathing 6' or I" e' 2 - ed per support •r 1' IG' or wider 3 - ad Per support PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH ,� r HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO '/ /.` 1 - I Noting requirements are based on wail sheathing nailed B' on-center a1 the panel edge. It wan ehealhing b Wolfed f 1 3' on-center at the panel edge to obtain higher ,hear capacities noting requirements for structural members shall ALIGN WITH WINDOW JACK POSTS . HEADER + SILL PLATE. , be doubled , or altemale connector, , such as shear plate, , shall be used 10 maintain the load path. r When wall sheathing Is continuous over connected members , the lobulated number o/ nalle shall be permltled to PANELS TO BE MAINTAINED ON SITE. be reduced to 1 - 16d nun per fool. LABEL LOCATIONS ON EACH PANEL __. Job Date Elizabeth Thompson . Architect HuwkMSIpepa 101151l CIO 250 Mercer St. Suite B 806 Title Scale New York, NY 212-614-7180 PAL fl Vj%,lLe _p T',S - 10012 ETArchitect@nyc.rr.com HURRICANE CUP TYPICAL. SIMES.ON-L-S-T-A=2.Q-GAGE- -._ -•m , �}GGE TRAP ALom RFOOFMRALxFjTLEZR � sT RO SJAC POST -7-6711E`W EACH-RAFTER'METALSTRAP � � - I / IN LIEU OF STRAP EACH 4 - NAILS R4B' —1FAISFI�— EACH ENDD I %//''TTT�� ND�LA�viE'N7 — SIMPSON / HFt' I f r - - _ / I 112'WIDE IDE - 2 20 GAGE / METAL STRAP RIB"OC. MAXIMUM \ ALTERNATE POSITION OF TOP OF FOUNDATION I HURRICANE CLIP USE / I SIMPSON H3 — 4 - Rd NAILS TYPICAL H SIMPSON H2 URRICANE CLIP NAILED, FROMI PROVIDE Ed COMMONRAFTER TO STUD - NAILS r° 4' OC. AT .'; TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5 - Sd NAILS EACH END // SHEATHING. IfI EXTEND TO TOP OF TOP APA RATED PLYWOOD TOJ ELEVATION I I PLATE, L 4 -_ Bd NAILS+ NA °TRAP4d NAILSND SILL PLA ,NCHOR BOLT KL ST27 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH IF] — 20 GAGE RAP (°48" OC. THING TO SILL PLATE 4- OC L E • .� . . . . V ACO TREATEH,� - I - - �1 ! i r.. — - --- -- -- -- -- L- A SECTION I I- a too _ � 100< 0 < 45 GABLE ROOFS - j 0 6 10° GABLE ROOFS 10°< It < 45° DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. .WEATHERING - SEVERE ' FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 30' LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY a° BEDROOMS - 30 PSF. L.L. AT HIGH Rd PRESSURE COMMON NAILS o T O.C. DECAY - SLIGHT - - AT INTER PRESSURE ZOPE - 6'QC. WIND SPEED - 120 MPH AT INTERIOR PORTIONS OF ROOF - TYP R- SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES p:al 6 t ; h DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1 2 FAMILY HOUSE - PRESCRIFUVE METHOD HIP ROOFS ryP Frn ,• 10°< B < 30° j] m i F n PROVIDE Bd NAILS P 4" O.C. AT PERIMETER INTERIOR PORTIONS OF PANELS M HIGH PRESSURE ZONES. ^xd>"'U - - NOTE : • = 4 FT. 14 ALL CASES Job Date Elizabeth Thompson . Architect HDF-PH`( PeSIPEPLB I0/I1F)03 250 Mercer St. Suite B 806 Title Scale COMPONENT AND CLADDING PRESSURE ZONES New York, NY 212-614-7180 �(fbOC�L)RAd, Pe-%ILe, La6(Le. 10012 ETAlchitect@nyc.rr.com