Loading...
HomeMy WebLinkAbout29894-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30610 Date: 12/08/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 865 OLD SHIPYARD RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 5 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 20, 2003 pursuant to which Building Permit No. 29894-Z dated DECEMBER 1, 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5404. The certificate is issued to PRISCILLA REILLY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3013091 08/31/04 PLUMBERS CERTIFICATION DATED 11/30/04 K&K PLUMBING & HEATING Autriorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29894 Z Date DECEMBER 1, 2003 Permission is hereby granted to: PRISCILLA REILLY PO BOX 404 SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION #5404 at premises located at 865 OLD SHIPYARD RD SOUTHOLD County Tax Map No. 473889 Section 064 Block 0005 Lot No. 020 pursuant to application dated NOVEMBER 20, 2003 and approved by the Building Inspector to expire on JUNE 1, 2005 . Fee $ 150 . 00 E th ri ed igna ure ORIGINAL 'v. 5/8/02 1�5 - Form No.6 DEC , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL T^ _ 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). x'03. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dweli $25.0 , Iterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to acre ing$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 $15.0,0/ Date. Noll O 1/ 3 O :5;4l New Construction: ! Old or Pre-existing Building: (check one) � Location of Property: t7(O.5 U !CiSf'1, 6yh� [a S0,y'i n I of House No. ]�' Street Hamlet Owner or Owners of Property: 6 5 [.t I C cl R G : /1% Suffolk County Tax Map No 1000, Section Block 00 0 S Lot C7 JO Subdivision Filed Map. Lot: /� Permit No. �8��{ ' 2- Date of Permit. 1.2 3 Applicant: I�r i SG, �� n , If l� Health Dept. Approval: Underwriters Approval: See Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ® 3ffPL P Gli?1� tP tJ� cf�t(rJ�cPrJ�r.lrJrJ�rJ'rJrJ'rJtJ't1rJt1cl�r1rJ'r�r..tcPcl7rJ�irJ�rJrJcPtPtPrJ�cfrJcPr�cfrJ20IN COMPLIANCE THE S f 5 BY THIS CERTIFICATE OF CO 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 55 ` 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 ' rj CERTIFIES THAT 5S Upon the application of upon premises owned by 5 : 5 5 JAGODA ELECTRIC PRISCILLA REILLY c5 r5j 155 WOODBURY ROAD 865 OLD SHIPYARD LANE 5 5 HUNTINGTON, NY 11743, SOUTHOLD, NY 11971 S 5 5 5 Located at 865 OLD SHIPYARD LANE SOUTHOLD, NY 11971 Application Number: 2013091 Certificate Number: 2013091 S S 5 , SSection: Block: Lot: Building Permit: BDC: ns11 5 55 . 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of CSS, electrical devices and wiring, described below, located in/on the premises at: SFirst Floor,Second Floor,Outside, �j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 b the State of New York, Department of State Code Enforcement and Administration, or other 5 promulgated. Y 5 authority having jurisdiction, and found to be in compliance therewith on the 31st Day of August,2004. 5 5 Name OTTY Rate Rating Circuit Tyne 5 C5 5 , 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 Cj Sensor 2 0 Smoke 5 Appliances and Accessories S c Exhaust Fan 1 0 F.H.P. 5 e Wiringand Devices ices 5 l0 0 Fixture Outlet _ 5 5 Fixture 9 0 Incandescent 5 Fixture 1 0 Flourescent 5 Paddle Fan 2 0 5 5 Outlet 20 0 General Purpose 5 5 Receptacle 10 0 General Purpose 5 Switch 15 0 General Purpose 5 Receptacle 2 0 GFCI 55 S sea, 5 5 5 5 S 1 of 1 S S5 Cj This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Sj ������ �������������������������������� o h o 00 Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�01 �aQ�' Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:— q 0 V E m, Pv b- am q � Building Permit No ... Owner: r\' S C (Please print) it 7 �-351 - 1 Plumber: (/ Q t, (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20� 1 JmMawma WVAWKWA8m f'Nw In 0104082M 0-1-fifims'001z'" iotary Public, County vmsonami i Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Matdtuck,New York 11952 Fax 631-298-2651 August 13, 2004 2 1� Mr. Michael J. Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Dear Mr. Verity : I have inspected the framing strapping installed as part of the two story addition at 865 Old Shipyard Lane in Southold and have found the strapping to be in accordance with the construction plans and the New York State Building Code. In addition and as discussed, the roof ridge is none structural and is a single 2x12 board. If you have any questions please call me at 298-1986. Yours truly, E of NFZ, ndon, P.E. `Q� yo�' S ! 'C`oiy r y � , SFO 051684 pAUf�SS10�P� J i APPEALS BOARD MEMBERS o��g11FF0��►co ti� Py Southold Town Hall Gerard P. Goehringei 53095 Main Road Lydia A.Tortora ,? P.O.Box 1179 George Horning � • �'F Southold,New York 11971-0959 Ruth D. Oliva Chairwoman '�Ypl �a0 ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS 18 TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 6, 2003 Appl. No. 5404-.Priscilla Reilly (by Pamela and Stephen Schider) Property Location: 865 Old Shipyard Lane, Southold; 64-5-20. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 16,596 sq. ft. parcel is shown on the Map of Founders Estates as Lot 106 and has 75 ft. frontage along the east side of Old Shipyard Lane in Southold. The property is improved with a 1-1/2 story frame house with garage as shown on the March 18, 1998 survey prepared by Anthony W. Lewandowski, L.S. BASIS OF APPLICATION: Building Department's June 13, 2003 Notice of Disapproval, citing Sections 100-242A and 100-244B, in its denial of a building permit to construct a two-story addition at less than 10 feet on a single side yard and less than 25 feet for total side yards, after demolition of the existing attached garage. (. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 23, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to remove the existing attached garage at the north side of the house and to construct a new 11' x 21'4" two- story addition as shown on the site plan with floor and elevation drawings prepared May 31, 2003 by Condon Engineering, P.S., for an 8 ft. setback from the northerly side property line, at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. During the hearing, testimony indicated that it was the owners intention to remove the existing garage with loft, and replace it with a two-story addition to the dwelling. The existing garage with loft is Page 2—November 6,2003 Appl. No.5404—P.Reilly 64-5-20 at Southold approximately 1-%2 story height, and will be removed. A new two-story addition with new garage will be built, maintaining the same 8 ft. setback from the northerly (side) property with a roof line that blends with the existing house. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling presently has a garage with a preexisting, nonconforming side yard setback at 8 ft. from the north lot line. 3. The relief requested is not substantial, representing a reduction of two feet from the code required 10 feet on the north side yard. 4. The difficulty was self-created in that the house with attached garage was built prior to zoning garage did not conform to the setback requirements of the code. The location of the new addition with garage will conform to the same 8 ft. setback that has existed for more than 60 years. 5. There is no evidence that the grant of the relief requested will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. The relief requested is similar to many of the setbacks existing in the neighborhood. The existing garage has been in its original location for more than 60 years or so, with a single established side yard setback at 8 feet. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition with new garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Orlando (Vice Chairman), and duly carried, to GRANT the variance as applied for, as shown on the site plan with floor elevation drawings prepared May 31, 2003 by Condon Engineering, P.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Member Oliva (Chairwoman), Member Orlando (Vice Chairman r Page 3—November 6,2003 • Appl. No.5404—P.Reilly 64-5-20 at Southold Member Goehringer, and Member Tortora. Absent was Member Horning of Fishers Island. This Resolution was duly adopt -0). & C�" Ruth D. Oliva, Chairwoman 11/,T/03 Approved for Filing Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release lc Data filename:C:\AutoCadDrawings\schider\Schider.rck TITLE: Schider Residence COUNTY:Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:06/02/03 DATE OF PLANS:May 31,2003 COMPANY INFORMATION: Condon Engineering,P.C. COMPLIANCE:Passes Maximum UA= 114 Your Home UA= 113 0.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 282 22.0 0.0 13 Skylight 1:Wood Frame:Double Pane with Low-E 4 0.440 2 Wall 1:Wood Frame, 16"o.c. 770 13.0 0.0 56 Window is Wood Frame:Double Pane with Low-E 72 0.330 24 Door 1:Glass 20 0.330 7 Floor 1:All-Wood Joist/Truss:Over Outside Air 256 22.0 0.0 11 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 New 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,belies;and professional judgment,such plans or specifications compliance with this Code. Builder/Design Date C Z—O r REScheck Inspection Checklist Neve York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 06/02/03 TITLE: Schider Residence Bldg. Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Cathedral Ceiling(no attic),R-22.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U facttor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: I Skylights: [ ] I 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.440 For skylights without labeled U-factors,describe features: #Panes Fr2sie Type Thermal Break?[ ]Yes[ ]No Comments: I / Doors: {. { j I 1. Door 1:Glass,U-factor:0.330 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-22.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: { ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: Table-l: 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) /r' FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 13, 2003 TO: Pamela and Stephen Schider 865 Old Shipyard Lane Southold,NY 11971 Please take notice that your application dated June 10, 2003 For demolition of an attached garage and reconstruction as a two story addition to an existing single family dwelling at Location of property 865 Old Shipyard Lane, Southold,NY County Tax Map No. 1000 - Section 64 Block 5 Lot 20 Is return.-d herewith and disapproved on the following grounds: The proposed addition/alteration to a non-conforming single family dwelling, on a non-conforming 16,596 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIV Section 100- 242A which states: "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single-family dwelling notes an existing single side yard setback of 8 feet and a total side yard setback of 23.7 feet. The new addition will maintain those setbacks. Therefore, the proposed addition is not permitted pursuant to Article XXVI Section 100-244, which states that non-conforming lots,measuring less than 20,000 square feet in total size,require a minimum single side yard setback of 10 feet and a total side yard setback of 25 feet. Total lot coverage, of less than 20 percent, will not change. zed CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. G RA r,Vk � TE I I i li I I I i j i l j i � I NA. Bldg. x .Z, v j Foundation �C� Bath / xtension Basement �_,' �-� (Floors , .2 760 =xtension Ext. Walls linterior Finish o wry sNs s: *� �. iu 4 S � >i = Sa 30 /�$ xtension I iFire Place _ s Heat_ Porch Roof Type Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor g - i ;,ora e S' � 7'sDriveway! y ormer � /- 4, D. B. ; I 3 7Al �s , 77 / TOWN OF SOUTHOLD PROPERTY RECORD CARD /7 z 9 DWNER STREET OLLAGE DISTRICT SUB. LOT Jt �r 11'.scf ; ell! t =,ORJVIEhOWNER N E ACREAGE r - S W TYPE OF BUILDING ES. � SEAS. VL. FARM COMM. I IND. ( CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS "� '404 0.G ► u GC 3Nei 71qc,: n2 2 '-' � � �: F� 4n )eA r AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm. Acre Value Per Acre Value FRONTAGE ON ROAD illable 1 BULKHEAD liable 2 DOCK liable, 3 rood land aampland ushland ouse Plot )tai } BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: �a l I /03 APPLICANT �,,�,�t� DATE SUBMITTED: I t /�J/03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: 'r , LOT: � SUBDIVISION: ADDRESS: CITY ZONING DISTRICT: CONFORMING? X6 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: LATS 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 7i REQ. LOT SIZE: ACT. LOT SIZE:V,,,SU REQ. LOT COV. 01o2 ACT. LOT COV. REQ. FRONT 3r PROP. FRONT / REQ SIDE 1!f2/2-S" ACT. SIDE Q/23, � REQ. REAR j; PROP. REAR REQ.REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: QMjn0PS j f-t,TiMp�y�5 ESTIMATED PROJECT COST: L ARCHITECT�]NEER: � WATER FRONT? Ka DESCRIPTION: - PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or O(BED #): DTE: /_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or® NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or(l) DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: Y or() DTE _/_/ PERMIT#: TOWN ZONING BOARD APPROVAL: S r 0 DTE;JjL 6 /_a PERMIT#: TOWN PLAN. BOARD APPROVAL: YE or DTE: /_/_ PERMIT#. TOWN HISTORICAL PRE (SPLIA): YES o"e� NEW YORK STATE CODE COMPLIANCE (SEE PAG 2): ES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: ASF SECOND FLOOR: /3a SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. ( cTSF)- (— SF)= SFX $ =$ +$ +$ = $ 2. (—SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. (_SF)- ( SF)= SFX $ =$ +$ +$ =$ FINAL TOTAL: $ J"� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPTC DESIGN CRITERIA: Ground Snow Load:45Wind Speed: 120M7Seismiusign Category:B Weathering:Severe Frost Depth: 36" Ter ' e: 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 SCRIPTIVEyJ r-cm FULL FRAMING DESIGN ELEMENT : /N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR J STS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATION LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: �l MISSLE TEST REQUIREMENTS:ON EGRESS 5.7 S.F.I qN LIGHT 8%0 /]N VENT 4% NAILING/CONST N SCHEDULE: Y/N MEANS OF EGRESS. PLUMBING RISER DIAGR LOCATION OF FIRE PROTECTION EQUIPMENT:''N TRUSS DESIGN: Y/N CERTIFICATION: ENERGY CALCS Y TOTAL COMPLIENCE9 (RETURN TO PAGE ONE) 765-1802 BUILDING DEPT. SPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM KS:� 4L4,a'�'t 6 OF oof DATE INSP 765-1802 BUILDING DEPT. 1 PECTION [ ] FO DATION iST [ ] ROUGH PL66. [ �j UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP CE & HIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: &, - -1 / A Z6�� Zoe DATE � l� INSPECT 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [► UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ v]'FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /pot,� DATEA64-,2- -7 INSPECTOR-�j 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: "-/c 41Z DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 11 � a9 � O'� INSPECTOF��' � � "— ���/.ill At�a.Lt d� �/ �►���< ��/ .1 Am OAF RM-P MY .n . •ia� / Pl- HOW :N :N' • � �. . ►, �I Mil o � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKI'hST 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)765-9502Survey— 'G� check www.northfork.net/Southold/ PERMIT NO. �n�/ Septic Form N.Y.S.D.E.C. Z Trustees Examined r ,20 7 Contact: Approved 2- ,20 3 Mail to: Disapproved arc / Phone: YZ Expiration _,20 _.� Building Inspector .a PLICATION FOR BUILDING PERMIT �- Date ,20 INSTRUCTIONS a.This 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. ( ignature of applicant or name,if a corporation) vie O fling address of applicant) State whether applicant is owner,lessee,agent,architect,engijaeer,general contractor,electrician,plumber or builder Name of owner of premises f t^ 'Sc t (As o6 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: No C OLS Sl+l P(M_0 &4UF_ .50U-rA6LQ House Number Street Hamlet County Tax Map No. 1000 Section —Block—0 S Lot _ Subdivision /SAP OP 62ugi0EQ S -Sr -9S Filed Map No. Lot 0 (Name) ' +' T 2' State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy &44A66 b. Intended use and occupancy DFA] I-- Q f}-/-L&O tM 3. Nature of work(check which applicable):New Building Addition Alteration (/ Repair Removal Demolition Other Work (Description) 4. Estimated.Cost DO Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front S-Z Rear $�$ Depth 2 3 Height 30 I-t7 Number of Stories Dimensions of same structure with alterations or additions: Front 5 Z l Rear S 2 f Depth ti3 Height 30 Number of Stories 8. Dimensions of entire new construction:Front !l l A /O Depth 71 `1t'y Height /7 3 Number of Stories /, 9. Size of lot:Front '?S.b0 Rear 7 LSA 3 Depth 10.Date of Purchase� 4 g Name of Former Owner 11.Zone or use district in which prenuses are situated — f� 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO--,K 13. Will lot be re-graded?YES NO Will excess fill berem_oved from premises?YES NO_ 14.Names of Owner of premises P,i S,ti pi I,�Address st, :,y-t,,o i c! Phone No. 7C S7 17 f6 Name of Architect 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 *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 properly 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 e being duly sworn,deposes and says that(s)he is the applicant (Name o vidual signing contract)qve named, (S)He is th (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 fore me this _ day of 20LO Notary lic Signature of Applicant McCpl► MMk Qualftb& coo* Commission Egft lit 1�...2,W 5URYEY OF LOT 106 N 5UBDlV1510N MAS' OF "FOUNDERS E5TATE511 j FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY MAY 10, 1927 A5 MAP No. 834 N p 51TUATE: 5OUTHOLD l �.v 5 N/ E . TOWN: 5 OUTHOLD s S 5UFFOLK COMM NY 5URVEYED 05-12-2004 SUFFOLK COUNTY TAX u 1000-64-5-20 f Ql Ejw cEcxmWD To: n N f9 2�! Priscilla Reilly 9 < 1 7. N , Z I �• me , cw Y j I ct '}. } T idn 1 0 e $ J �o op5 NOTES. P ■ N M M NT OU E FOUND S 'lU•. p PIPE FOUND LAND AREA = 10,820 sf or 0.25 acres JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 30' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\04-182.pro SURREY OF LOT 106 - - --- - SUBD I V I S I ON MAP OF "FOUNDERS ESTATES 11 N FILED IN THE OFFICE OF THE CLERK OF �'p`�" SUFFOLK COUNTY MAY 10, IG27 A5 MAP No. 834 51TUATE: 50UTHOLD I,s cj � U TOWN: 5 OUTNOLD -y ." S %FFOLK COUNTY, NY < i SURVEYED 05-12-2004 SUFFOLK COUNTY TAX u 1000-64-5-20 **"w CmTIFIFD TO: PiiscillaReilly ° m V �1 aN O �U ) r �s ti � Q1 ti s � e rj �i� 5, G U of NEt1, 1- NOTES: MONUMENT FOUND r p PIPE FOUND 4'0 CAND AREA = 10,820 sf or 0.25 acres JOHN C. EHLERS LAND SURVEYOR GRAPHIC 56ALE 1"= 30' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50201 — RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\04-182.pro o FFlcr APPKV' '',.,Z71UNOERPi?;�'"S9EATIFICAT�' DATE: Ia F3.P.rl AE;,JIncJ FEE: �� BY: 'Sl�.9--- NOTIFY BUILDING DEPARTMENT AT OCCUPANCY OR 765.1902 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: USE IS UNLAWFUL 1. FOUNDATION - TWO REQUIRED WITHOUT CERTIFICATE FOR POURED CONCRETE tia OF OCCUPANCY 2. ROUGH - FRAMING & PLUMBING TX rGOtE�tA 3. INSULATION1�9 4. FINAL - CONSTRUCTION MUST 3❑ N�' BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE © BUILD EExISTINRYARDITION REQUIREMENTS OF THE CODES OF NEW ,� eusoNEw(sroavADDInON YORK STATE. NOT RESPONSIBLE FOR -- STRUCT ROOF TO DESIGN OR CONSTRUCTION ERRORS. MATCH RECOHNEWADDITION 70'71" MATCH NEW ADDITION .; . 2❑ Ad ME Ira . 1. . + "� • ECIehNG1 FMNE nous NEW 0%8"GONG.BONG O E ALL CONSTRUCTION SHALL ' BEAN(SEE SHEET S-2) ROOM AREA=1855.F r; •y WINDOWAREA=41% !N?�Tn N4 titiA75 MEET THE REQUIREMENTS OF THE WINDOW OPENABLE AREA 26 CODES OF NEW YORK STATE. A s�os PLUMBER CERTIFICATION BLOCK 16rovNOFETE 3'-0• ON LEAD CONTENT BEFORE BLOCHGFOUHOATON 2� CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER COMPLY WITH ALL CODES OF 4'-3^ SITE PLAN SUPPLYSYSTEMCANNOT EW YORK STATE & TOWN COD SCALE'.FOUNDERS SCTM 1000.64.0520 2 LOT 108,MAP OF FOUNDERS ESTATES EXCEED 2110 OF 1%LEAD. REQUIRED AND CONDITIONS SURVEY INFORMATION TAKEN FROM SURVEY BY ANTHONY W.LEWANDOWSKI LAND UP SURVEYOR DATED MARCH 18,1998. v u DO NOT PROCEED WITH SOUTHOLD TOWNZSA d 3'0" STEP BATHROOM KITCHEN FRAMING UNTIL SURVEY SOL T ROLZ TOWN PLANNING BOA a OF FOUNDATION LOCATION s AUSTEES HAS BEEN APPROVED. �� 4"TExISTINGDOOR SCOPE OF WORK: W. N.Y.S.OEC b O TO REMAIN AWINDOW NOTES: PLUMBING a -Removal of all walls and roof from garage. Only slab and foundation to remain. ALL PLUMBING WASTE S WATER LINER NEED 1 -Windows and doors are to be wood with double pane insulating -Installation of new walls,second Boor and roof on existingfoundation of garage. TESTING BEFORE COVERING high-performance low E glass with a max. U value of 0.34. 9 g 2-Windows and doors are to conform With the Allowable Air Infiltration - Installatlon of new windows and doors on first floor and second floor. NEW 8'x8"GONG.BONG Rates specified in section 502.1.4.1 in the New York Stale Energy FLOOD ZONE BEAM(SEE SHEE r S2) Conservation Construction Code. Installation of insulation in all walls,floors,and roof areas. COMPLY WITH CHAPTER 46 ..rv-", - Installation of new roof over existing kitchen. FLOOI>'DAMAGE PREVENTION 3-Windows and doors are to be equipped With removable plywood SOUTHOLD TOWN CODE. panels as shown in detail on S-5 or shall meet the requirements of the FOUNDATION PLAN 1ST FLOOR PLAN Large Missile Test of ASTM E 1996 for 120 mile per hour wind loads. 4-Windows shown are manufactured by Anderson. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CFRTIFICATIONOF GmundSnmLwd Wind Speed Selsmlc Weathering Frond Line Tease Decay water DesignhShield FloodHerardB NAILING i CONNECTIONS 5-Windows designated 2&3 below have free openable area of 5.7 s.f. Depth Temp. Rau I1 enI REQUIRED. -20"x24"opening minimum. 45 psf 120 mph I B severe 36 In. I Modelle Sllgh(to 11'F Yes 24^ ** Window Area to Heave Moderate Total Room Area *** Window Operable area NOTES: Total Room Area General '.-Occupancy classification-Residential Group R-3 WINDOW SCHEDULE: 2-Type 5-Wood framed construction to be utilized. NOTE:ALL WINDOWS TO HAVE SCREENS. DESCRIPTION MANUFACTURER ROUGH OPENING MIN OPENING 3-Building height-17.3',fire area-254 s.f. E SInuOHTWINDOW ANDERSON SKS4616 44"X14 y NIA 4-Design Criteria-NYS Residential Code R301.2.1.1 and utilized ther methods and procedures stipulated in 0 CASEMENTWINDOW ANDERSON CXW14= a'-01'x4'-0�• 361"x431• Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association 5'-1r' Wood Frame construction Manual for One and Two Famolly Dwelling Units-Hlgh W nd Addition and ASCE 7. I] CASEMENTeOW WINDOW ANDERSON d5C1dfi-20' S'-91/2"Xd'BTIB' 195118"X43118" Electrical Notes: 3❑ 4� CIRCULAR WINDOW ANDERSON GIR20 195116"X195116" STATIONARY NEwANDaasoH 1-All electrical work shall be installed by a licensed electrical contractor. SKYLIGHT SKS 4616 2-All electrical work shall be in accordance with the National Electric Code. r--------1 CLO 3ET I SKYUGHTABOVE 1 3-All smoke detectors shall be installed in accordance with 172 and local codes. 1 4 NEW EPOMROOF DOOR SCHEDULE W PER FOOT SLOPE MIN) Install Smoke Detectors in: ❑ -Second floor 3',0" ROOM AREA=142 S.F. DESCRIPTION ROUGH OPENING -First floor WINDOW AREA=32% F WINDOW OPENABLE AREA 7% Q FRENCHWOOD HINGED PATIO DOOR(ANDERSON FWH3168AL) 3'-1'x8'-8" 0 SOLID CORE FLUSH 2.6"x 7-0'X law" 4-The detectors are to be wired to the building's main electrical service and be equipped with battery back-up. NEW 36'HIGH C FRENCHWOOD HINGED PATIO DOOR(ANDERSON FWH2768Aq 2a"x 6'-e" 5-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to sound at the WOOD RAILING 0 P y DOWN others. PNEW ROOF OVER EXISTING 6-Carbon monoxide detectors must be installed on each floor of the building in accordance With Suffolk County 0 NEWWOOD KITCHEN TO MATCH SLOPE OF EXISTING specifications. BOOKSHELF h NEW ROOF RESIDENCE OF NEW NEWCEDAR SHINGLERCOF 'FD 051684 OPEN TO BELOW A �RDFESSIONPt- e_03 ROOF PLAN Plans are prepared by Condon Engineering,P.C. It is a violation of the 2ND FLOOR PLAN New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of licensed Professional Engineer,Architect,or Land Surveyor,to alter any Item in any way.if an item bearing the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or Land Surveyor shall affix 0 the Item his/her seal and the notation"Altered by"followed by hismer signature and the dale of such alterations,and a specific description of the alteration. Condon Engineering, P,Ce SCHIDER RESIDENCE Scale: v4"=r-0" 865 OLD SHIPYARD LANE Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NY 11971 C Date: MAY 31,2003 Mattit(631)2981986New York11952 FLOOR PLAN V AND ELEVATIONS EXISTING RESIDENCE RELOCATE EXISTINGCUPUTA NEW OT NEW PER ERFOOTMIN.SLOPE) EXISTING RESIDENCE CONTINUE EXISTING ® ROOFLWE &, Egfl NEW DOUBLE GLAZED WINDOW NEWWOODRAILING - '4 SECOND FLOOR NEW DOUBLE GLAZED FRENCH DOOR NEW WOOD STAIRS NORTH ELEVATION Design Loads: FIRST FLOOR RELOCATE -Roof-Live Load-47 psf- RELOCATE Z EXISTINGCUPULI Based on ASCE-7 and Pg=45 psi EXISTINGCUPUtA NEWCEDAR ® per Figure R301.2(5) NEW CEDAR SHINGLE ROOF SHINGLEROOF NEIN EPOM ROOF -Dead Load-15 psf BUILDING SECTION -Second Floor-Live Load-30 psf -Dead Load- 15 psf -First Floor -Live Load-40 psf IIIIIIII��u u _ -Dead Load- 15 psf -Wind Loads- 120 mph-ASCE-7 MWFRS-Method 2 NEwDOuaLEGLAzaD � �EWDO J_LJ—LI LL-I— LJ J�J�I Component and Cladding-Details from WINDOWWFCM TABLE 3.8 NOTES: E%ISTINGR SIDENCE 1 -AII framing is to be in accordance with the New York State Building Code and the WFCM High Wind EXISTING GARAGE Addition DOORTOREMAIN I 2-All wncrete 3,500 psi after 28 days minimum. EXISTING RESIDENCE NEW DOUBLE GLAZED 3-All rebar ASTM A-615 Grade 60. FRENCH DOOR 4-Footings are to be Installed on undisturbed virgin soil. the bottoms of all footings are to be Installed a minimum of 4'below grade unless indicated otherwise. 5-The Engineer is to be contacted if unacceptable or questionable soil is encountered during EAST ELEVATION WEST ELEVATION excavation. Unacceptable soil Is soil containing day and/or organic material. 6-All measurements are to be confirmed in the field. Discrepancies are to be brought to the attention of the engineer prior to material ordering and fabrication. 7-All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Fb=825 psi Fv=95 psi UNDERPIN EXISTING Fc perp=625 psi FOOTING WITH 18'X1B'XIG' CONCRETE FOOTING E= 1,600,000 psi 8-AII Laminated Veneer Lumber is to have the following minimum specifications: NEW VXW CONC.BOND BEAM WITH 2AN REBAR ---- F_ FIb=2,900 psi L J " J (i2)2X8 HEADER — FV=Z9D p51 _ _ _ Fc perp=650 psi 2X8 CCA FLOOR JOISTS(Q 1B"O.C. (3)2XB HEADER (3)2X8 HEADER E=2,000,000 psi ••f ON TOP OF EXIBTING CONC.SLAB g w I I 9-AII straps,connectors, plates,bolts,nails,etc.are to be galvanized or stainless steel.Deslgnaled c connectors,strap etc.on these drawings are made by Simpson unless Indicated otherwise.All ' connectors,straps etc.are to be nalledlbolted as indicated by Simpson. EXISTING POURED CONCRETE DOUBLE 7X8 RAFTER FOOTINGTO REMAIN I AT SKYLIGHT 10-Double floor joists are to be installed below all parallel walls unless noted otherwise. 24 FLOOR JOISTS 1A'OC NEW B•X16"CONCRETE BLOCK ON TOP OF EXISTING ___ (2)2 _________ LL 11 -All sub Noor for the new addition area is to be 314"AC type plywood,tongue and groove,with an APA 41 FOUNDATION 8 I I span rating of 48/24. UNDERPIN UNDERPIN EXISTING — BEARINGWALL f ,• 1 EXISTING FOOTING FOOTING CO CNEW RETE I I 12-Solid blocking Is to be installed mid span of all floor joists. 4X4 WOODWITH NEW 4X4 WOOD %20"X 12"CONCRETE COLUMN F FOOTING I I 13-A minimum of 2 Jack studs are to be Installed under the ends of all headers and girders. COLUMN FROM ' 18X18"X10" COLUMN FROM ABOVE FOOTING ABOVE 1I rhaPLOORJOIST 4X4WOOD Z3 — I _ _ _ L _ 2X10 RIDGE ) , COLUMN l• 14-Roof sheathin woodnailed per S-3. EXISTINGLAB TOREMAINCONCRETE VE g' P y SLAB TO REMAIN 4%4 WOOD COLUMN d _ (3)1.75 X 95 LVL g -pF NEW y 7xeCCA F3®tB'oc. STRUCTURAL RIDGE Plans are prepared by Condon Engineering,P.C. It is a violation of the __________ - New York State Education Law,Article 145,Section 7209,for any w person unless acting under the direction of a licensed Prcfesslonal I. 2X8 CCA FLOOR JOISTS®16'O.C. Engineer,Architect,or Land Surveyor,to alter any item in any way. if ON TOP OF EXISTING CONC.SLAB g y - an item bearing the seal of an Engineer,Architect,or Land Surveyor Is K , J'F. 051684 @; altered,the altering Engineer,Architect,or Land Surveyor shall afox to 05 4x4 WOOD COLUMN x I '—' '. the Item his/her seal and the notation"Altered by"followed by hislher FROM ABovESS10 � signature and the date of such alterations,and a specific description of r �•''f" "' 'i ' - °' � : • ' " � I•, the alteration. L----J NEW B"XB'CONC.BOND _• w �0,3 BEAM WITH 244REBAR 3 2%B HEADER $CHIDER RESIDENCE � UNC RPIN EXISTING FOCWGWnISTINGOx10, Condon OG RET FOOTING Scale: 114"=T-0" Engineering, P.C. 865 OLD SHIPYARD LANE FOUN ATION PLAN Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NY 11971 _� 1ST FLOOR FRAMING PLAN ROOF FRAMING PLAN Mattituck, New York 11952 Sv Date: MAY 31,2003 (631)298-1986 FRAMING, FOUNDATION & ELEVATIONS PLAN 3'No 8 SCREWS ITCC FRAMING LIGHT W000-FRAME WP11 WASHER(rYP.) NAILING REQUIREMENTS FOR 120 MPH,3 SEC,PEAK GUST,}'THICK ROOF SHEATHING WITH fid COMMON NAILS / y"PLYWOOD ZCNE1 ZONE2 ZONES ZONE4 GLASS FIELD 8"O,C. 12"O.C. 3"0.C. PANEL EDGES 4"O C. 6'O.C. 3' RAREOVERHANG PLASTIC-COATED PERMANENT NAIL4"O,C. WOOD SCREW ANCHORS GLASS g� - - - - - - -I- - - OETAIL }4'PLYWOOD q Q i Q Q FRAMING PLYWOOD OPENINGS PROTECTION;THICKNESS I Q DEPENDS ON WINDOW OPENING ' / WASHER(TYP.) WIDTH(I) O L — — J O NRARE OVE AIL 41OCRHANG TNI SCREWS IT OC I O o. — — — _ DETAILA-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING NOTE: IN LIEU OF SCREWS,LUGS WITH NUTSAND WASHERS MAYBE USED O ALTERNATE T0120 MPH CERTIFIED WINDOW INSTALLATION I PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR (D Q O WOOD FRAMED BUILDINGS N.T.S. I Q I Q � WALL SHEATHING NAILING REQUIREMENTS FOR 120 MPH, c — — +- —Q —Q — — 1 — 3 SEC,PEAK GUST,WITH ad COMMON NAILS 4 RARE OVERHANG NAIL4"OC. 112" PLYWOOD SHEATHING ZONE, FZONE21 NAILING ZONES FOR ROOF SHEATHING IN 120 FIELD 1 12'QD 12"0O M PANEL EDGES fi"OC B"O.C. PH PEAK GUST WIND ZONE ZONE 1-WITHIN 4 FEET OF CORNERS SCALE: 118=1'-0" ZONE 2 INTERIOR-MORE THAN 4 FEET OF CORNERS Notes: General `Owner to select fixture model,make,and calor. "AII work and materials shall be in accordance with the New York State Building Code and Local Plumbing Codes. RR `AII water lines within the buildings are to be Type"L"copper tubing all water lines routed below ground are to be LSTA122eiew RR New Bathroom Type K copper.All solder joints are to be made with lead free solder in accordance with local and State Codes. Simpson RR Structural ` All horizontal waste and vent runs of 2 inch waste pipe are to pitched at Y inch per foot.The 3 and 4 inch waste NEW EPDM ROOF Ridge/Rafter Tie Detail EXSTING RESIDENCE (114"PER FOOT MW.SLOPE) and vent piping should also have a Y Inch per foot pitch wherever possible with a minimum pitch of Y CONTINUOUS Inch per foot. RIDGE VENT PL I ' CONNECT TO EXISTING `Provide all vents shown in the drawings,as required b the Plumbing Code,and as necessary to prevent si hone a Simpson H15 Rafter Tie Detail --ySHEATHING 3 9 . Y 9 N P P 9 p 1_�._._._._._.La._Hw � HousE or back pressure on the trap seals. I 1 I s .QYy "Provide cleanouts as shown in the drawings. Provide 18 inch clelarance at all trap locations. SPACEDMTH ALUMINUM GUTTER (3)1.75%9.25 LVL SHEATHING All waste and vent pipes and water supply pipes shall be suppodted by pipe hangers.The hangers shall be installed STRUCTURPL RIDGE CONTINUE EXISTING Valves at a maximum spacing of 4 feet.All vertical runs are to be supportled as required by local and State Codes. a00FLINE elw 2"CONTINUOUS VENT 1112"GYPSUM BOARD 2X8 RAFTERS Drains "AII water supply piping is to be insulated with 1 inch thick cylindrilcal molded glass fiber type insulation with a 3 Ys Ib.density. GUTTER LEADER AT @ 16"DO EACH CORNER) r4 ^ CEDAR SHINGLE 8001 ` Pressure lest all waste and vent piping at the completion of roue h in.Tightly close all openings in the I n system, BOLDING(TYP.I / PP g P 9 9 YPPIe Y SIMPSON LSTRAP BETWEEN AF and fill with water to a point of overflow,but not less than 10 foot Mead of water.The water level Is to remain level fora STRAP eETwEEN RAFTERS minimum of 15 minutes to be Considered leak free. TRUSS JOIST RIM 314'PLYWOOD R-22 FIBERGLASS BOARD SECONDFLOOR SUBFLOOR INSULATION Simpson H15 Rafter Te Detail " All water supply piping is to be pressure tested.The initial test is with no connection to the fixtures and is to be done Header Strapping Detail by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig. The pressure is to monitored for 2 hours and will be Considered toi be leak free if the pressure remains constant during 1112"GYPSUM REINSTALL EXISTING 2"PVC GARAGE DOOR ON the lest period.After successful completion of this test,the fixtureare to be connected and the system is to be tested 2%9 CCASILL-CONTINUOUS (BOARD NEW at a pressure of 90 psig for a period of 2 hours. WITH vs'x ITANCHOR 112'GYPSUM EXTERIOR SIDEOF WALL. BOLTS 0S-0"D.O. 2Xa FLOOR JOISTSQI6"O.C' BOARD 1P 3' z uz^PLYWOOD S o `The water supply system shall be cleaned by filling the system Reith waterlchlorine solution with at least 50 ppm of chlorine. 2X61 WOOD STUDS 16' s SHEATHING o� The In is to isolated and allowed t0 stand for period of 24 Nnurs.The system Is to be flushed al the completion of the test. METAL TERMITE SHIELD R-03 FIBERGLASS O.C.WITH}'PLYWOOD F 3l4"PLYWOOD piping P Y P INSULATION SHEATHING SUBFLOOR `Shower and tub supply valves are to be temperature-actuated flolw reduction type devices. 112" ANCHOR BOLTS®64.O.C. 31W PLYWOOD SIU3FLOOR 2X8 FLOOR JOISTS®ISO' C. Cf `Install ball valves at the locations shown on this drawing.Also Installed gate valves for hot and cold water at all fixtures. All O `51684 0 exposed water supply and waste piping to fixtures and the valves acre to be 67 %brass pipe chromium plated. NEW 811 CONIC.BOND FIRST FLOOR,{ PROfES$lOR`P` CONNECT TO EXISTING BEAM WITH 2-A4 REBAR -- HOUSE SANITARY SYSTEM 'Run water supply piping to flxtures concealed within wells and horizontally to fixtures.All pipes are to be equipped with EXISTING CONI SL1B 2"PVC chrome plated eschutsons at all exposed floor and wall penstratoms. Plans are prepared by Condon Engineering,P.C. It is a violation ofthe New York State Education Law,Article 145,Secfion 7209,for any Y,"Pitch R-2222 FIBERGLASS INperson unless acting under the direction of a licensed Professional IB New Bathroom y 1 Engineer,Architect,or Land Surveyor,to alter any Item In any way.If SECTION A-A an item bearing the seal of an Engineer,Architect,or Land Surveyor Is PLUMBING RISER DRAWING altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"fallowed by his/her signature and the date of such alterations,and a specific description of the alteration. SCHIDER RESIDENCE scale: 114"=1'-0" Condon Engineering, P.C. 865 OLD SHIPYARD LANE Drawn by:JI 1755 Sigsbee Road SOUTHOLD, NY 11971 Maltit3 Date: MAY 31,2003 ( S� 11952 631) 2981986STRUCTURAL AND �J MISC. DETAILS 7.q" pMMEp\� 7�9ryB s REMEW EXISTING GARAGE AND BUILD 11 70 NEW I STORY ADDITION o� 10'-11" RECONSTRUCT ROOF TO MATCH NEW ADDITION • 2 NEW 8"x8"CONC.BOND FYJSTINe13 BEAM(SEESHEEr S-2) ROOM AREA=1858F. rRnNe House oav WINDOW AREA=41% y WINDOW OPENABtE AREA=26% So n Q �" 1vAy5 Ny ssa pe�N 9 � 3'.0' PQ Tm ?' NEW e"XB" SHEET 4,-3„ BOND SITE PLAN BEAM(BEE SHEET 3-2) 0 NEW B"%8"GONG.BONG F SCALE 1"=40' BATHROOM SCTM: 10008¢05-20 yBEAM(SEE SHEET B-2) UP 5" N LOT 106,MAP OF FOUNDERS ESTATES zq SURVEY INFORMATION TAKEN FROM SURVEY BY ANTHONY W.LEWANDOWSKI LAND 3'-0" KITCHEN SURVEYOR DATED MARCH 18,19M 4 EXISTING CONCRETE SIAB TO REMAIN q°TYP, EXISTINGDOOR O TOREMAIN SCOPE OF WORK: 9 WINDOW NOTES: -Removal of all walls and mot from garage. Only slab and foundation to remain. z� 1 -Windows and doors are to wood with double pane insulating -Installation of new walls, second floor and roof on existing foundation of garage. with high-performance low E glass with a max. U value of 0.34. NEW B"XB"GONG BOND a'-c• 4'-8" 2-Windows and doors are to conform with the Allowable Air Infiltration - Installation of new windows and doors on first floor and second floor. BEAM(SEE SHEET S-2) Rates specified in section 502.1.4.1 in the New York Slate Energy Conservation Construction Code. - Installation of insulation in all walls,floors,and roof auras. 3-Windows and doors are to be equipped with removable plywood - Installation of new roof over existing kitchen. panels as shown in detail on 8-5 or shall meet the requirements of the FOUNDATION PLAN 1 ST FLOOR PLAN Large Missile Test of ASTM E 1996 for 120 mile per hour wind loads. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4-Windows shown are manufactured by Anderson. Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood Hazards 5-Windows designated 2&3 below have free operable area of 5.7 s.f. Deplh Temp. Underlayment -20"x24"opening minimum. Re wired ** 45 psf 120 mph B Severe 36 in. Moderate Slight to 117 Yes 24" - Window Area to Heavy Maderate Total Room Area * * Window Operable area NOTES: Total Room Area General 1 -Occupancy classification-Residential Group R-3 WINDOW SCHEDULE: 2-Type 5-Wood framed construction to be utilized. NOTE:ALL WINDOWS TO HAVE SCREENS. DESCRIPTION MANUFACTURER ROUGH OPENING MIN.OPENING 3-Building height- 173,fire area-254 s.f. L11 SKYLIGHT CASEMENTWIN O ANDERSON SK54616 4a^x10 $ NIANEW CEDAR 4-Design Criteria-NYS Residential Code R301.2.1.1 and utilized Cher methods and procedures stipulated in SHNGLE ROOF z0 CASEMENTWINDOW gNBERSON CXW14^ 3-0} X4e0Q" 30¢•x43k Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association j] CASEMENT BOW WINDOW ANDERSON 45-014620` 5'U911Z"x4'-671r 185/16"x03 ue• Wood Frame construction Manual for One and Two Famaily Dwelling Units-High Wnd Addition and ASCE 7. Af4❑ CIRCULAR WINDOW ANDERSON CIR20 195)16"X195116" STATIONARY Electrical Notes: 3 1-All electrical work shall be installed by a licensed electrical contractor. to 1c'-tr, 2-All electrical work shall be in accordance with the National Electric Code. -GH — L—__——_J 3-All smoke detectors shall be installed in accordance with NFPA 72 and local codes. NEWON 1 SKYLIGHT GHT SKsKs 4616 DOOR SCHEDULE Install Smoke Detectors in: ROOM AREA=142SR ROUGH OPENING -Second floor _~ WINDOWAREA=32% DESCRIPTION WINDOW OPENABLE AREA=2735 (� -First floorFRENCHWOOD HINGED PATIO DOOR(ANDERSON FWH3165AL) 3'-1"x8'.9" NEW 3B"HIGH 0 SOLID CORE FLUSH 2'e"x 7-0"x 1.314' 4-The detectors are to be wired to the building's main electrical service and be equipped with battery back-up. DOWN WOOD RAILING © FRENCHWOOD HINGED PATIO DOOR)ANDERSON FWH2768AL) za"x(3'.13' 5-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to sound at the others. W ROOF NECHENT OVER EXISTING 6-Carbon monoxide detectors must be installed on each floor of the building in accordance with Suffolk County ® KITCHEN TO MATCH SLOPE OF EXISTING NEWROOF RESIDENCE specifications. CLOSEr S OF NFW*? S�rZ,N J. C6ryo 97- , NEWCEDAR 1 SHINGLEROOF of OPENTOBELOW840 J AW 1SEf '0400 .SSWNPS'' 3,2z—v4 2ND FLOOR PLAN ROOF PLAN AR 2 42009 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professlonal Engineer,Architect,or Land Surveyor,to alter any Item In anyway, If an Item bearing the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her signature and the date or such alterations,and a spedfic description of the alteration. Condon Engineering, P,C, SCHIDER RESIDENCE Scale: 1I4"=1'-0" 865 OLD SHIPYARD LANE Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NY 11971 _ 1 Mattituck, New York 11952 S V I Date: 3-21-2004 (631) 298-1986 FLOOR PLAN AND ELEVATIONS EXISTING RESIDENCE ,;� EXISTING RESIDENCE r; NEW DOUBLE GLAZED WINDOW NEW WOOD RAILING - SECOND FLOOR NEWDOUBLEGLAZED FRENCHDOOR NEWWOODSTAIRS N 52 NORTH ELEVATION SHINGLEDROOF FIRST FLOOR Design Loads: SII ��LI II �I II LlLLLLLU -Roof-Live Load-47 psf- LL Based an ASCE-7 and Pg=45 psf SNCEDAR HINGLE Ro per Figure R301.2(5) BUILDING SECTION Dead Load-15 paf iLLLIL LLI ISI L L II ILS JJ �I JllJ -Second Floor- Live Load-30 psf I -Dead Load- 15 psf II First Floor -Live Load-40 psf LL� -Dead Load- 15 psf LI I I j I I I I I I -Wind Loads RS-M mph-ASCE-7 NEW DOUBLE GLAZED MWFRS-Metholhod2 WINDOW Component and Cladding-Details from WFCM TABLE 3.8 NOTES: EXISTING RESIDENCE 1 -All framing is to be in accordance with the New York State Building Code and the WFCM High Wind Addition I NEW ooueLE GLAZED 2-All concrete 3,500 psi after 28 days minimum. EXISTING RESIDENCE WINDOW NEW DOUBLE GLAZED 3-All Faber ASTM A-615 Grade 60. DOOR 4-Footings are to be installed on undisturbed virgin soil the bottoms of all footings are to be installed a minimum of 4'below grade unless indicated otherwise. EAST ELEVATION WEST ELEVATION 5-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. Unacceptable soil is soil containing clay and/or organic material. 6-All measurements are to be confirmed in the field. Discrepancies are to be brought to the attention of the engineer prior to material ordering and fabrication. 7-All lumber Is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Fb=825 psi UNDERPIN EXISTING FOOTING WITH 18'7(18'X10" FV phi Fc perp =625 psi CONCRETE FOOTING E= 1,600,000 psi NEW B"%8"CONC.B ND 8-All Laminated Veneer Lumber is to have the following minimum specifications: _ BEAM WITH 2-N4 REBAR ----� A •'�': "• + �'� Fib=2,900 psi Fv=290 psi �9 2XB CCA FLOOR JOISTS 0 IS-D.C. NEW B'7(B'CONIC,BOND (2)2X8 HEADER --- p (312X8 HEADER Fc perp=650 psi -- E=2,000,000 psi ON TOP OF EXISTING CONIC.SLAB I BEAM WITH 2-94 REBAR (3)7X8 HEADER m w 9-All straps,connectors,plates, bolts,nails,etc.are to be galvanized or stainless steel.Designated ffik 1 connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.AM DOUBLE 2X12 RAFTER Connectors,straps etc.are to be nailed/bolted as indicated by Simpson. E T $ I AT SXrLICHT 10-Double floor Joists are to be installed below all parallel walls unless noted otherwise. .W ® y 2x8 FLOOR JOISTS I6'O3) (3)2XB ` 3 2x6 wood w000 11 -All sub Floor for the new addition area is to be 3/4"AC type plywood,tongue and groove,With an APA - F 2x6Wo00 11 ® COLUMN span rating of 48/24. COLUMN COLUMN _ _ L _ _ _ L _ FOOTING WITHNEG FOOTING EXISTING ;' FOOTING WITH NEW FROM ABOVE (4)2%0 FROM ABOVE — (3)2X8 X 20"X GWITHNEEE X20XG'CONCREE WITH NEW FX 20'X 00TINGWITHNEW20" ______________ WOOD 12-Solid blacking is to be installed mid span of all Floor Joists. X26"%72"CONCRETE _ FOOTING 72"CONCREfE4%4 W000 _ FOOTING 2'CONCRETE FOOTING E f00TING FOOTING BEARING COLUMN ," COLUMN FROM ' .- i 7.75 X 14 LVL ABOVE I 1 05 STRUCTURALRIDGE L _J 4x4 WOOD 13-A minimum of 2lack studs are to be installed under the ends of all headers and girders. -------- i`, = COWMN 2X16 RIDGE CMU PIE j0 4%4 WOOD — — LOAD FR ` COLUMN 0 14-Roof sheathing, z"plywood nailed per S-3. ABOVE �` 12X8 FROM ABOVE — ro (212X6 HEADER EXISTING CONCRETE 0 OF NEW CMU LOADFF ' SLAB TO REMAIN i r __ _____ h ABOVE 0 (2)2%9 "' p= y, •"= Plans are prepared by Condon Engineering,P.C. It is aviolation of the o New York State Education Law,Article 145,Section 7209,for any 2XB CCA FLOOR JOISTS A 16'0C. o N W person unless acting under the direction of a licensed Professional •r oN_TOP oF EXISTING CONIC SLAB —— (z)zxa -------- $ z Engineer,Architect,or Land Surveyor,to alter any Item in any way. if 4%4 WOOD COLUMN V an item bearing the seal of an Engineer,Architect,or Land Surveyor Is FROM ABOVE +_ l o LOOR JOISTS 11POC �O _4 ' +cam altered the altering Engineer,Architect,or Land Surveyor shall affix to = I �' UFESSIO'•`P�` the Item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of NEW6%8"GONG 90ND __J SEAM WITH 241 REBPR 4X4 WOOD COLUMN the alteration, NDERPIN EXISTING 32X16 HEADER SCHIDER RESIDENCE DOTING WITH 18"X78"X10' ___ ONCRETE FOOTING Scale: 114"=1'-0' Condon Engineering, P.C. 865 OLD SHIPYARD LANE FOUNDATION PLAN1ST FLOOR FRAMING PLAN Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NY 11971 ��� (631)298-1986 ROOF FRAMING PLAN Date: 3-21-2004 Mattit(ck, New York 11952 FRAMING, FOUNDATION & ELEVATIONS PLAN 3'No 8 SCREWS 12"CC RAMING LIGHT W000-FRAME WALL WASHER(TYPJ . NAILING REQUIREMENTS FOR 120 MPH,3 SEC.PEAK GUST, "THICK ROOF SHEATHING WITH 8d COMMON PLYWOOD NAILS ZONE? ZONE2 ZONES ZONE4 GLASS FIELD 8"O.C. 12"O.C. 3"0.C. 4 PANELEDGES 4.00. 610,C. PLASTIC-COATED PERMANENT WOOD SCREWANCHORS GLASS � SEE I � DETAIL�'PLVW000 p O O I O FRAMING PLYWOOD OPENINGS 4 4-0 PROTECTION;THICKNESS 0 DEPENDS ON WINDOW OPENING (D iO WASHER(TVP.) WIDTH(1) / �3.No 8 SCREWS 12"CC O DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING NOTE IN LIEU OF SCREWS,LUGS WITH NUTS AND r - - � WASHERS MAY BE USED I I ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION O Q PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED BUILDINGS N.T.S. I I p I O O I I NAILING ZONES FOR ROOF SHEATHING IN 120 MPH PEAK GUST WIND ZONE SCALE: 114=1'4" Notes: LSTA18 S General `Owner to select fixture model,make,and Color. WALL SHEATHING NAILING REQUIREMENTS FOR 120 MPH, 3 SEC.PEAK GUST,WPH ad COMMON NAILS "All work and materials shall be In accordance with the New York Sflate Building Code and Local Plumbing Codes. CONTINUOUS R10GEVENT All water lines within the buildings are to be Type"L"copper tubing;all water lines routed below ground are to be 175 x 14 LVL Type K copper.All solder joints are to be made with lead free solder In accordance with local and State Codes. 112" PLYWOOD SHEATHING STRUCTURAL RIDGE New Bathroom X§"PLYWODD `AIL horizontal waste and vent runs of 2 inch waste pipe are to pitched at Y4 inch per foot.The 3 and 4 inch waste 20NE 1 ZONE2 SHEATHING Ridge/Rafter Tie Detail EXISTING RESIDENCE and vent piping should also have a Y inch per foot Itch wherever mssible with a minimum itch of Y Inch per foot. ICE PP 9 P P P P P FIELD 12"O.C. 72"OC. SHIELD CONNECT TO EXISTING PANEL EDGE5 6.0C B'O.C. 6" 3 `Provide all vents shown in the drawings,as required by the Plumbing Code,and as necessary to prevent siphonage Simpson H15 Rafter Tie Detail _._._._._._._.L. HW .p�_. HOUSE or back pressure on the trap seals. ZONE 1-WITHIN 4 FEET OF CORNERS I ZONE2-INTERIOR-MORETHAN 4 FEET OF CORNERSE AR BREATHER BETWEEN 4 "CW "Provide cleanouts a5 shown In the drawings.Provide 16 Inch clearance at all trap locations. LYWOOD SHEATHING AND CEDAR ALUMINUM GUTTER 2XB CEILING JOISTS SHINGLES "AIL waste and vent pipes and water supply pipes shall be supported by pipe hangers.The hangers shall be installed 1B^oc valves at a maximum spacing of 4 feet.All vertical runs are to be supported as required by local and State Codes. elw 2'CONTINUOUS VENT /112'GYPSUM DmIns i BOArRO "AIL water supply piping is to be insulated with 1 inch thick cylindrical molded glass fiber type insulation with a 3 %Ib.density. GUTTER LEADER AT� �®ie'RAFTERS c ERs EACH CORNER OF b ` Pressure Test all waste and vent piping at the completion of rough in.Tightly close all openings in the piping system, BUILDING(TYP.) ^ CEDAR SHINGLE ROOF and til with water to a point of overflow, but not less than 10 foot head of water.The water level is to remain level fora ENT I FFLES BEr RAFTERS ICE SHIELD minimum of 15 minutes to he considered leak free. INSTALL SIMPSON RPS28 314„PL1,WO0 fff STRAPS-UPPER WALL R-38 FIBERGLASS SUBFLOOR 1NsuLp Simpson H 5 All water supply piping is to be pressure tested.The initial test is with no connection to the fixtures and is m he done TO LOWER WALL AND SECOND FLOOR INSULATION p 1 Railer Tie Detail RIM JOIST by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig. sIMPSON LSTA1e 2"PVC The pressure is to monitored for 2 hours and will be considered to be leak free if the pressure remains constant during STRAP 112^GYPSUM the test period,After successful completion of this test,the fixtures are to be connected and the system is to be tested 80PARD NEW ata pressure of 90 si for edod of2houre. 2x6 CCA SILL-CONTINUOUS 1E 0f wtp9 P P g P WITH 112"X IT ANCHOR 112'GYPSUM Header Strapping Detail BOLTS®6'-0'O.C. ZR8 FLOOOR JOISTS Q Is-O.C. BOARD z 'I' O• .rt The water supply system shall be cleaned by filling the system with water/chlorine solution with at least 50 ppm of chlorine. 2xe wood sorVT PLYWOOD STUDS i6' � SHEATHING z, ' The piping is to isolated and allowed to stand for a period of 24 hours.The system is to beflushed at the completion of FIBERGLASS mpletion ofthe test. METAL TERMITE SHIELD O.C.WI'ITH 'PLvwooO v INSULATION SHEATHING314"PLYWOOD = SUBFLOOR ` `Shower and tub supply valves are to be temperature-actuated flow reduction tyme devices. UY ANCHOR BOLTS ( s c O.C. 314'P-LYWOOD t 2% f 'Install ball Pelves at the locations shown on this Brewing.Also installed gale valves for hot and cold water at allfixtures. All sueFLooR 8 FLOOR JOISTS®i6"0 C. ' f� 6BA . F exposed water supply and waste piping to fixtures and the valves are Ito be 67 %brass pipe chromium plated, FIRST FLOOR pRUFf ssko"�4 �� CONNECT TO EXISTING HOUSE SANITARY SYSTEM 'Run water supply piping to fixtures concealed within walls and horizrontall to fixtures.All pipes are to be equipped with BEAM W"cONC.BOND Y PP eq PP NEW 8'XTH2-u4RBOAR 2"PVC chrome plated eschuteons at all exposed floor and wall penetrellons. Plans are prepared by Condon Engineering,P.C. It is a violation of the 1 I EXISTING CONC SLAB New York State Education Law,Article 145,Section 7209,for any je"Pilch 1 R-22 FIBERGLASS person unless acting under the direction of a licensed Professional New Bathroom INSULATION Engineer,Architect,or Land Surveyor,to alter any item In anyway.If PLUMBING RISER DRAWING L11J SECTION A-A 11 an item bearing the seal of an Engineer,Architect,or Land Surveyor is L-- ' altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Item his/her seal and the notation"Ntered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. SCHIDER RESIDENCE Scale: 114"=1'-0° Condon Engineering, P.C. 865 OLD SHIPYARD LANE Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NY 11971 C _3 Date: 3-21-2004 Maltil(631 ) 2981986ck, New York 11952 STRUCTURALAND V MISC. DETAILS