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34207-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34096 I~te: 11/24/09 T~IS U~TIFIES that the building NEW DWELLING Location of Property: 405 WOOD LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Ta~ ~4ap No. 473889 Section 86 Block 6 Lot 4 Su]~division Filed ~ap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 5, 2008 pursuant to which Building Permit No. 34207-Z dated OCTOBER 7, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH SCREENED PORCH, COVERED PORCHES AND ATTACHED TWO CAR G~dlAGE AS APPLIED FOR. The certificate is issued to JOSEPH V IAVARONE JR & JUNE A (OWNER) of the aforesaid building. BI)FI~DLKCO~3I~fDEP~T~T OF ~J~{APPi~O~%~L R10-07-0054 ELRL-rKICJ~L C~i~TIFICA~ NO. 4023043 CERTIFICATION DA'r~ 10/27/09 J LAZARO 11/18/09 09/16/09 Rev. 1/81 lies application must b¢ filled in by typewriter or ir, k m~d submitted to the Building Department wi~h the following: A. For new building or new use: l. Final survey of property ,vith accurate location of all buildings, properly lines; s~¥¢els, and unusua ~atural o? topographic features. Final Approval l?om He: lth Dept. of water supply aa~d sewecageMisposal (S.9 formL Approval of electrical m~ tallation t'rom Board of Fire Underwriters. Sw0m statement from phmber certif34ng that the sokter used m system comams less than 2/10 of 1% lead 5. Commercial building, im lustrlal building, multiple residences and'similar buildin es and installaqon s, a eertificale of Codo Compliance fror~ aroh tec or m'~gineer responsible for the building 6 Santo .lamngBoaatSppro;alofcompletedmteplanreqt fencers. f3. ~;~r e~xisting b~ildi~gs (p~i~ t~ April 9~ ~95?) n~n-~o~f~rming uses~ ~r ~ui~di~g~ a~d "p~exi~ting~ la~ ~se~: denied, the BuiMin~ Insp~to ' sbal stale tile r~asons therefor ill wrdmg to the applican~ Certificate of Occupa icy - New dw¢llir,g $25,00, Additlmxs to dwetiing $25.00, Alterations to d~'elJing Swimming 13001 $25.00, Accessory building $25.00, Additio~m to acce,.qsory bt i d Le $25.00. Businesses 2. Ce 't ficaie ofO¢c ~Daacy on h'e-e×~stmg Iltlllding ~ 3. Copy ol'Certificate ol'Occapa;lcy - $.25 Updaled CTcrtifical¢ofO~cupancy, $50.00 5, 'Femporat3~ Certific. am o{ Occupancy - Reside tin $ 5,0(, Commercial $! 5.(i~q Ne~, Cor. str~ction: '~ ......... Old or Pre.-ex sting Building: ............ (c hock one) Subdivision -- --t--::-- Filed Map Lot: -7 Permit No. (9 1 [~!th D~pl. Approval: .................... I, Jmlerwriler~ Appm,ml: Ptauning Board Approval: ............................. Requm:t Ibr: 'l'enq~ra~. Ceaif rote ............. Final ~Cenilieate: ¢_ff ..... (check one) Fee Submillcd: $ TOWN Ole SOUTHOI.,D CERTIFICATION lead. I ccrt t'y thal r ~c solder used in thc wale: supply s'v~lem contains k*s than BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by COMPASS ELECTRICAL JOSEPH IAVARONE 315 CLUBHOUSE CT 150 FOXHUNT CRESCENT OYSTER BAY COVE, NY 11791 CORAM, NY 11727, Located at 405 WOOD LANE PECONIC, NY 11958 Application Number: 4023043 Certificate Number: 4023043 Section: 86 Block: 6 Lot: Building Permit:34207 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, , 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 authority having jurisdiction, and found to be in compliance therewith on the16th Day of September, ZOO9. Name QTY Rat.._~e Rating Circuits Type Appliances and Accessories Air Conditioner 3 0 Above 15000 BTU Dish Washer 1 0 1.2 KW Exhaust Fan 4 0 F.H.P Fumace 1 0 Gas G F I equipment protection device 1 0 Hydro Massage Tub (Therapeutic) 1 0 Range 1 0 50 Amps Service Service Disconnect: 2 150 cb ServicelPhase3w Service Rating300Amperes Wiring And Devices AFCI 7 0 Dimmer 9 0 120V Fixture 2 0 Fluorescent Fixture 10 0 Low Voltage Fixture 84 0 Incandescent 2 o seal Paddle Fan Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. · wr THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JOSEPH IAVARONE COMPASS ELECTRICAL 315 CLUBHOUSE CT 150 FOXHUNT CRESCENT OYSTER BAY COVE, NY 11791 CORAM, NY 11727, Located at 405 WOOD LANE PECONIC, NY 11958 Application Number: 4023043 Certificate Number: 4023043 Section: 86 Block: 6 Lot: Building Permit: 34207 BDC: ns11 Described as a occupancy, premises system consisting Residential wherEin the electrical of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, limited to electrical devices and wiring to the extent detailed A visual inspection of the premises electrical system, 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 authority having jurisdiction, and found to be in compliance therewith on the16th Day of $.ptember, 2009. Name QTY Rate Rating Circuit~ Type Receptacle 1 0 20aqaundry Appliance Receptacle 1 0 30a Dryer Receptacle 13 0 GFCl Receptacle 74 0 Gen, Purpose Switch 72 0 Gen, Purpose seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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 AUTMORIZED) PERMIT NO. 34207 Z Date OCTOBER 7, 2008 Permission is hereby granted to: JOSEPH IAVARONE 405 WOOD LA PECONIC,NY 11958 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & COVERED FRONT PORCH PER TRUSTEES PMT.6911 AS APPLIED FOR at premises located at 405 WOOD LA County Tax Map No. 473889 Section 086 purs%~%nt to application dated SEPTEMBER Building Inspector to expire on APRIL PECONIC Block 0006 Lot No. 004 5, 2008 and approved by the 7, 2010. Fee $ 2,667.60 ~iuthorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~.FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEk,- :.ATION REMARKS: DATE //~' / '~ -~ ~ INSPECTOR '~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. []INSULATION []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE, / ~?-- ~ -- ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:__ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ~ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMA. RKS: ~-~-~.· ,--;~ - / Fl' : DATE ~'~ ~-~ /~)C~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [;,/] ROUGH PLBG. [ ]FOUNDATION2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CON,~I'RUCTION[. ] FIRE RESISTANT PENETRATION REMARKS: ~~__~~~2~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION [ ~JGH PLBG. [ ~] INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PE#,-~HATION DATE ~///~//~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 15T [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ~FIREPLACE & CHIMNEY i ]~IFNSU LATI ON INAL [ ] FIRE SAFETY INSPECTION i~/~/~/~/~/~/~/~/~/~~ [ ] FIRE RESISTANT PENETRATION REMA. RKS: ~ ~a- 0 -/ u DATE ~ ~-[-0 ~ INSPECTOR ~-~-c~.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [~/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. / ~ ~,~f~ ~.~t a. ~,~_) _, ~ uk. DATE ~--~/'- ~ ~ INSPECTOR~'~7~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~/~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~TION [ ] FRAMING / STRAPPING [~] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION INSPECTOR~) ~'~/ FI~ELD ['~SPECTION I~EPORT I DATE ......................................~O,~DAT,O~ (:~D) - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved ~dc 20 20 Expiration t~/ '~ ,20 / c PERMIT NO. '~ ~/~ 0 ~-~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.DE.C. Trustees b~DG. DEPZ I Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,4/ ,2oRg a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months afier the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ,_~ .~(_.~ ~-' r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: : Wood House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block 0 Filed Map No. 2. State existing use and occupancy of premises, and intended.use and occupancy of vroposed construction: a. Exlstlng use and occupancy' ' C~¢q?ttg--ff(~ ~-/Or?~/ C~6~_ff/_~ b. Intended use and occupancy ~A4~ C~ ~ 3. Nature of work (check which applicable): New Building .~ Addition Alteration Repair Removal Estimated Cost ~-OD/~ If dwelling, number of dwelling units If garage, number of cars Demolition ~/_ Othsr Work ~v[ [,&~%~ - I;~ 5'q ~ (Description) (To be paid on filing this application) / Number of dw?ing units on each floor 6. If business, commercial or mixed occupancy, specify nature and e!tent of each type of use. Dimensions of existing structures, if any: Front ~r'~O/x~c~ 'P -'7,~-~-~ ~ 7. Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stodes Dimensions of entire new construction: Front~ ~ Rear (~2'~ Height Number of Stories ~ Depth Rear 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~' 6/g> 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES 14. Names of Owner ofprergises ~,IOMO, q ~ Address Name of Architect tD~.g. % O o; t c~ol' Address Name of Contractor "['-_l~ O Address NO 2( Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX/x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~( NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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) COUNTY OF~S: ~/t/-'~ ~ffff~g~.-~- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe · ,.-, . ..,--~~~'' (Contrac~5~,~gent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ]~ day of / '~ (~otary mu~ic Signature of Applicant 10/09/2~0fl 15:10 FAX 631 701; 4643 ~06RE LAW OFFICES ~002 James F. King, Presidsnt Jill M. Doherty~ Vice-Presiden~ Pe~R'V A~ Dickersor Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 Telephone (631) 765-1592 Fax (631) 765-6641 BOARD OF TOWN TItUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0470C Date September 25, 2009 T~IS CERT1FI[ S that the demolition of the existin~ dwellino, construction of a new dwelling 75' from thc bulkhead, new sanitary syster~ more than 100' from the bulk-head.~ i_m~tallation of gutt~,'rs and drvwells, pervious driveway, and 90' non-turf vegetated buffer At 405 Woods Lane. Peconic Suffolk Count~ Tax Map 86-6-4 Conforms to th,~ application for a Trustees Permit heretofore filed in this office dated 5/20/08 pursuant to which Truste~ Wetland Permit #6911 dated ~/[ $/08 was Issued and conforms to all of the ~requlrements aad conditions of the applicable provisions of law. The project for which this certificate is being Issued is t'or the demolitk.n of the existing dwelling, constructioI1 of a ne~.dwelling 75' from the bulkhead, new sanitary System more than 100' from the bulkhead, installation of gutters and _dry,veils, oervious driveway, and 20' non-turf vegetated buffer_. The certiflcite is Issued to JOSEPH & JUNE IAVARONE owners of the aforesaid property. Authorized Signature BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 69tl DATE: JUNE 18, 2008 ISSUED TO: JOSPEH & JUNE IAVARONE PROPERTY ADDRESS: 405 WOODS LANE~ PECONIC SCTM#86-6-4 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of thc Town of Southold and in accordance with the Resolution of the Board of Trustees adopted al the meeting held o~ June 18~ 2008 in consideration of application fee in the sum of $250.00 paid by Joseph & June iax orone and subject to the Terms and Conditions as stated in the Resolution, the Southold Town kk~ard of Trustees authorizes and pem6ts the following: Wetland Permit to demolish the existing dwelling, construct new dwelling 75' fro~ the bulkhead and install a new sanitary system more than 100' from the bulkhead, with the condition drywells and gutters are installed in accordance with Chapter 236, Stormwater Management, of the Town Code, the driveway is pervioos, a line of staked hay bales is installed and left in place throughout construction activities, and a 20' non- turf buffer is installed along the landward side of the bulkhead, and as depicted on the survey prepared by Haynes Land Surveyors last dated October 22, 2007. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Coq~orate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'DEC PERMIT NUMBER 1-4738-01039/00005 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE March 18, 2008 EXPIRATION DATE(S) March 18, 2013 TYPE OF PERMIT · New [] Renewal [] Modification · Permit to Construct [] Permit to Operate · Adicle 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transpod [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers · 6NYCRR 608: Water Quality Certification [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Adicle 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3. 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Joseph V. lavarone ADDRESS OF PERMIT-FEE 150 Foxhunt Crescent, Syosset, NY 117~'1 CONTACT PERSON FOR PERMITTED WORK Patricia C. Moore, Attorney at Law, 51010 Main Road, Southold, NY NAME AND ADDRESS OF PROJECT/FACILiTY 405 Woods Lane, Peconic, NY 11958 11971 JTELEPHONE NUMBER (516) 624-0678 TELEPHONE NUMBER (631) 298-5629 COUNTY Suffolk TOWN I WATERCOURSE Southold DESCRIPTION OF AUTHORIZED ACTIVITY: NYTM COORDINATES Demolish existing single family dwelling, patio and garage; construct new dwelling, relocate driveway and install new septic system. All work must be in accordance with the attached plans stamped NYSDEC approved 3/17/08. (CKW) By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: Mark Carrara (CKW) AUTHORIZED SIGNATURE ADDRESS Region 1 Headquarters, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 ~¢(¥': ' IDATE I ~///~: , Page I of 4 /~¢:C ~'~,~:.:~::;L March 18, 2008 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 3. All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 4. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 10' landward of the bulkhead as shown on the approved plans. 5. A row of staked haybales or other approved erosion control devices shall be placed at the landward edge of the buffer area or as per approved plans, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 6. Roof runoff shall be directed into dry wells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 7. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 8. Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 9. The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. DEC PERMIT NUMBER PAGE 2 of 4 1-4738-01039/00005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of NewYork on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form cedifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Laurence Michael Haynes and Joseph Fischetti, Jr. dated 6/15/06, last revised 10/22/07. DEC PERMIT NUMBER PAGE 3 of 4 1-4738-01039/00005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and dam ages, to the extent attributable to the perm ittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the perm it whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or toany claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item O: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition '1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Depadment of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Depadment for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, SUNY @ Stony Brook, 50 Circle Read, Stony Brook, NY 11790-3409 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER 1-4738-01039/00005 PAGE 4 OF 4 68/89/2888 88:87 . 8282987 LIP^ CHRIS AND CELIA FOX PAG 82 Sep~:embe~ 1~, 2o08 Thl~ le~ber ts co advise you chic ~he eleCLrlc ~o Lhe above refex~nced p~emi~e~ ~ere removed on September 11, 2008. z£ 7ou have any ~c~e~ions~ please con~ac~ Fred Pe~ez a~ (631) Va'iS, ~rul¥ yours, S=e .ye Aylwar~% Desmgn Sect~n Hallager Blec~ric Design & Construction SA/am TOTAL ",~ PROFESSIONAL ENGINEER 1725 HQBART ROAD / PO Sox 616 SQUTHOLD, NEW YORK 11971 TEL:631.765.2954 · FAX:631.614.3516 · e-mail:joseph@fischetti.com Date: September 10, 2008 Reference: Ivarone Larry Haynes 199 Lafayette Drive Syosset, NY 11791 Dear Larry, The following are the calculations for the driveway and parking drainage you requested: ROADWAY & PARKING DRAINAGE CALCULATIONS: Crushed stone pervious driveway & parking = 2970 square feet 2970SF x 2" rainfall x .6 coeff. = 295.8 cu. Ft. 295.8 cuft 1 42.2 LFIft = 7 vertical feet Use 8 foot diameter drywell 8 feet deep cc', Very truly yours, Joseph Fischetti, PE REScheck Software Version 4.0.1 Compliance Certificate Project Title: lavarone Residence Report Date: 10/18/07 Data filename: C:\Program Files\Check~REScheci~avarone.rck Energy Code: Location: Constructton Type: Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: 405 Wood Lane Peconic, NY New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: Designer/Contractor: Vincent J. Bresnaider, Architect 1645 Stevens Avenue Merrick, NY 11566 516-771-5111 ti lst/2nd ceilings: Flat Coiling or Scissor Truss: first fir. walls: Wood Frame, 16' o.c.: 1st fir. windows: Wood Frame:Double Pane: I st fir doors/transoms: Glass: 1st fir. rated door: Solid: 2nd fir, wails: Wood Frame, 16" o,c.: 2nd fir. windows: Wood Frame:Double Pane: 1st fir. floor essy.: Ail-Wood Joist/Truss:Over Outside Air: 2168 30.0 0.0 76 2075 19.0 0.0 96 269 0,350 94 192 0.350 67 16 0,200 3 1544 19.0 0.0 84 146 0.350 51 2168 38.0 0.0 56 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit app#cedon. 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 si, gD..ed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or spe..c~ificetiorf~ arvn compliance with this Code. Name- 'F~le .., _ . Signature ~ \ Date lavarone Residence Page I of 1 Tow___ n of Erosion, Sedimentation & Storm-Water Run off ASSESSMBNT FOItM Rem Number: (NOTE: 1 2 STORM-WATERI GRADING, EPJ~INAGE AND EROEION CONTROL PI CERTIFIED BY A DESIGN PROFEssiONAL IN THE STATE OF NEW A Check Mark (~r) for each Question is Required for a Complete Application) Will this Project Retain All Storm-Water Run-Off Generaled by a Two (2") Inch Rainfall on Site? ti'his item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and tile permanent creation of impervious sudaces.) Does the Sile Plan and/or Survey Show All Proposed Drainage Struclures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Sudace WaterFIowl 4 Will this Project Require any Land Fill?g, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Ma edal wit in any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Sudace? 6 Is there a Hatura[ Water Course Running through tile Site? Is this Project wdhin the Trustees jurisdiclion or wilhin One Hundred (100') ee ola Wetland or Beach? 7 Will there be Sde preparation on Existing Grade Slopes '~hich Exceed Fifteen (15) feet of Vedicar Rise to One Nundred (100') of Honzontal Distance? 8 9 Will Driveways, Parking Areas or other Impervious Sudaces be Sloped In Direct Stor~n-Water Run Off into and/or in the direction of aCTowt~ dght-of way? Will this Projec~ Require tile Placemefd of Material, Removal of Vegetation and/or the Construction of any Item Wilhin the Town Right-of-Way or Road Shoulder Area? (This item wilt NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within Ihe One Hundred (100) Year Floodplain of any Wa ercourse? Yes bio EXEMPTION: Does this projecl meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Bequlredl NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, aStorm.Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Per'mil! Ye~s N__~o STATE, OF NE'W YOFLK, . .-~ Own~ ~nd/o~ r~pr~s~n~v~ o¢ d}~ Owner o[ OwncFs, m~d is duly ~ud]orized to p~r[orai or haw p~rformed ~]6 s~d work ~d to m~e ~]d fib this ~pplic~on; d~t MI s~LSl]~61]t.s con~in6d in d]is ~pplic~don ~r~ ~ to d~ b~s[ of his ~owl~d~e ~M bdi~f; ~d ti]at fl~e work will be performed in fl~e m~ner set forth in ~e application filed herewiflJ Sx~orn to before n~e ~is; / ................. t.A ................ .................. , ~CBT~ (Signeture of ~pli~nt)~/ mmiss~n ~pi~ JUly 28,~ 1 ~ ,/~_~_ ?~. ~._.~/ TOWN OF SOUTHOLD , PERTY RECORD CARD OWNER STREET ~'//~).~ VILLkGE ] DISTRICT SUB. LOT 'FO~ER ?WNER ~, E ACR~E ~ ~ S ~( ~v',~o~ vmS) BUILDING ~ ~ S~S. J VL. FARM COMM. I IND. JCL MISC. ~,. Mkt. Value ~ND IMP. TOTAL DATE RE~RKS AGE { BUILDING CONDITIOb N~ NO~L BELOW ABOVE FRONTAGE ON WATER /0 ~ ~ ~ o o : Fa~ Acre Value Per Acre Value FRONTAGE ON ROAD V~land ;wamplond Jrushland ~ ' ~ Jo~e Plot 'gtol . tension ~2 ~( ~ /' ~ j Dath ~' ~ I Basement ' .~ 0 , ~ Ext. Walls .,~ '.r, Interior Finish tension ~ ', ,ezeway roge B. Patio Driveway Fire Place I / Porch I I Roof .......... 1~ j Type P°rch~L~ / Rooms 1st Floor I Rooms 2nd Floor Dormer F SHA~RUNONLYTO~EPERSONA~RPERSONS~R I ~ ; ' il ~ ~ ' ~ 199 ~a~tte ~ ~ ~ ~ho~ 7~8-631-7595/516-496-1790 ~o~ ~Xoutao~ ~ ~ suffork Cun¢ ~ ~ ~ ' ~ ~UR, VEY NO. TAX LOT 2D LSNTZEP. EB FAMILY HOUBF CONNECTED F© PUBLIC WATER TAX LOT 3 I 51MON FAMILY HOU55 CONNECTED I~.ICHMONE) 4 4 TO DE 4' D~MOLI~H~D G/~A55 -I 2,~'-4~' I ~" 5TORY FP-.AMF DWELLING 'i 2 'l G R A SJ~ GARAGE ~0 -- I CE. EEl<. G COVEI~ , NOTE.- HIGH WATER LINE AT BULKHEAD 0 F~OVlDE I0' NON-TURF BUFFER ALONG BULKHEAD FLOOD ZONE TO DEMOLISHED ~¢ jo~ 14 Lq TAX LOT g LANG FAMILY HOUSE CONNECTED TO PUBLIC WATER NOTE:- ALL I~,OOF DIe. AIN5 TO DISCHARGE INTO DI~YIW~LL~ CALCULATIONS:- 3324 ~,.?. x 2" RAINFALL x I COEFFICIENT= 565 cu.fL Z~' DIA. DI~YW~LL.~..5~5/42.2 = 1~.4 V.F. UDE~_.~' DIA. ~EEP Di~VELL~ NEW HOME BUILT (2006) CONNECTED TO PUBLIC WATER NOTE: McDONALD GEOSCIENCE "INDUSTRIAL CODE RUL[ 53" P~PQUIRED NOTIFICATION AT LE~T 72 HOUR*5 PRIOF. TO CONSTRUCTION NOTIFICATION SHOULD BE MADE TO LONG IDLAND TOPOGRAPHIC SURVEY OF PP-.OPEP-.TY PECONIC TOWN OF 50UTHOLD 5UFFOLr, COUN~(, N,Y. HAYNES LAND SURVEYORS PROFESDIONAL LAND ~ CIP' 5URVEYORD I ¢9 LA~A'fElq-E DPJVE, 5YOSCET, N Y 1179~ 5UR. VEY NO. 74/ /~ 5Ut~, Vb-"Y NO. I000 5ECTtON: ~'G DLOCK.: g TAX LOT: TAX LOT 2~ IPN I zl: ~, FAMILY HOUSE CONNECTED TO PUBUC WATER TAX LOT 31 SIMON FAMILY HOUSE CONNECTED TO PUBLIC WATER TO DE DEMOLIS~I'IED ~ --- RICHMONID 4 CREEK · NOTE:- PIIGH WATER ~-- UNE AT BUU~'IEAD -58~;°38' 9.9 9G' --'- -~' DF*JCl(. PATIO I,~"~ 5TORY ~ I DW~LLING ~) FLOOD ~-' ~? ~; DUD~O0, [ 0 r PE~POSE~ ~ESIDENCE ~ ~ ~,~.EL= 15.50 ~ T~- GAUGE / ~ 12 24" PIN .~.?~/ I IL.P, (f.?) IL.P) GICOUND ( E.p.'~ J \ II I O' NON-TUPJ= BUFFER ALONG BULKY/DAD __ELOOD ZONE ON'UNE-+ DIVISION LINE TO DE DEMOLI,CHED 2 14' OAK. ~ o~,o°'¢~ ~OOL~5 14 TAX LOT G LANG FAMILY HOU.SE CONNECTED TO PUBUC WATER NOTE:- ALL RO01~ DRAIN.~ TO DI.~CHARGE INTO DRYWEI I.~ ~LCU~TION~:- 3324 5.~. x 2" ~IN~A~ x I COE~ICIgNT= ~5 cu.~. ~' D~DR~ = 5~5/42.2 = 13.4 V.F. U~E~7))~' DIA. x 2' DEEP D~L~ NEW HOME BUILT (200G) CONNECTED TO PUBLIC WATER NOT[=. 3(7 cot4t4r--"" ~" ROADWAY & PARKING DRAINAGE CAlCULATION,S: (,:r~; ~ ~..~, F(~C~E~7, ~ ~) Cmlhed atone pewiou~ driveway & parkM~ ~ 2~70 square f~)t 2970SF x 2" rainfall x .6 coeff. = 295.1 cu. Ft, 295.8 cuft 1 42.2 LF/fl - ? vertical feet U~ 8 loot diametM dnjwell 8 feet deep McDONALD GEOSCIENCE TOPOGRAPHIC SURVEY OF PROPERTY PI=CONIC TOWN OF 50UTHOLD 5UFFOIJ(. COUNTY, N.Y. HAYNES LAND SURVEYORS /:'P. OffF~IONAL LAND (z CI1'( ~URVEYOP..~ ,SUI;?,Vb-Y NO. 7G I I G TAX LOT ~D TA~ LOT 3 1 NOTE:- HIGH WATER LINE AT ~!JI. KI"IEAD 0 /' f~ m~ ~o. TO DE 4'-~; DEMOLISHED -- -- 12 /L. ? (E.e.~ COVER~'. J , t LOT A~.I~-A=2~.5~'5.[7$$ _,~Q.I=7'. // I / 14 TAX LOT G I~NG FAMILY HOUSE CONNECTED TO PUI3UC WATI~P.. NEW HOME BUILT CONNE~.i eL) TO PUDUC WAT[R NOT[: ROADWAY & PARKING DRAINAGE CALCULATIONS: (',~:; ~ Z~L~, ,=,'~r-.4,',~rrt, ~, ~..) Cmah~:l Itonl pJlrvioul driveway & parking = 2970 squar~ h~t 2970SF x 2" rainfall x .6 coeff. = 295.8 cu. Ft. 295.8 cu fll 42.2 LFIR = 7 vertical feet Us. 8 foot diameter drywell 8 l~et deep ('~ ¸ 1.4. TOPOGRAPHIC 5U[IV~' OF PROPEETY PECONIC TOWN OF 50UTHOLD 5UPffOU(. COUN~¢, N.Y. HAYNES LAND SURVEYORS 5ute, vEY NO. specifications General All products listed herein and shown on the drawings shall be installed in accordance with manufacturers recommendations, Any detail ar method listed herein or shown on the drawTngs whTch con[radTcts a manufacturer's recommendation shah be brought to [he at[an[Ton of the architect prior [o beginning [he work. Asphalt Shingle Roofing Provlde architectural style asphalt roofing shTngles carrying c ,SO-year transferable warranty. Dolor [o be selected by owner. Exterior Siding Provide "Hardiplank" fiber cement clapboard siding by James H~rdie. Size & color to be selected. Gutters ·Leeders Provide new gutters & leaders throughout & as required, Coordinate locations w/ the owner. Windows & Patio Doors Provide model ~'e as shown on the drawings. Manufacturer: Andersen Glazing: standard high-performance Accessories'. insect screens thruout, grilles as shown on the elevations. Color & hardware to be selected, Doors · Hardware All in[odor & entry doors shall be selected by the Trimwork All new moldings shall be selected by the owner. Gypsum Wall Board (GWB) Provide 5/8" gypsum wall board typically thruout, unless otherwise noted. Tape, spackle and prime all gypsum wall board and deliver all such surfaces "ready for paTnt". Provide cementltious waterproof tile backer thruout at all new bathroom walls. Provide waterproof gwb at the ceilTng, Ceramic Tile Flooring Tile & locations to be selected by the owner. Hardwood Flooring Hardwood flooring, locations 8~ finishes to be selected by the owner. Staircase Provide a wood staircase & ballustrade to [he 2nd floor as shown on the drawings & per code, All materials, components & finishes shall be selected by [he owner, Closets Unless otherwise noted, the contractor shall provide rods 8c shelves at all closets. Electrical Work The contractor shall provide a new electric service to the residence, The contractor shall coordinate the service capacity, location of the new service drop, meter & panel locations with the owner prior to roughing, ~ The contractor shall provide lighUng · switches thruout per code &~ cs per the awns,, ,:. The fan[tartar shall provTde convenience receptacles with spacing to code thruout and as per the owner. The contractor shall verify ali au[lei locations w/ the owner prior to roughing, The contractor shall provide telephone Iacks and cable television ports as per the owner. The contractor shall verify all locations w/ the owner prior to roughing. The contractor shall provide power to all kitchen appliances, mechanical equipment, etc. as required. Mechanical (HVAO) Work The contractor shall provide a 2-zone hydronic heating system [o heat the firs[ · second floors. The contractor shall coordinate all equipment, flue &~ baseboard locations w/ the owner prior to roughing, The contractor shall provide a new 2-zone central air conditioning system at the first & second floors. The contractor shall aoordTnate the sizes and locations of all AC equipment & supply/return diffusers with the owner prior [o roughTng. The bathroom exhaust fans shall be the high volume type & shah be duc[sd [o the exterior, Plumbing Work The contractor shall provide hot water to the kitchen & bathrooms via a separate hot water heater, The water heater shall be appropriately sized to handle the Intended loads. The contractor shall coordinate the location of [he equipment & flus with the owner prior to raughTng. The contractor shall provlde supply, waste piping to all fixtures, kitchen appliances & laundry equipment as required. The contractor shall provide exterior hoes bibbs per the owner's direction, The contractor shall provide a private sanitary system & waste pipTng as per the approved sanitary system drawings, The contractor shall provide o below-ground propane gas tank installation & piping to the kitchen cooking facilities & outdoor barbeque. The size & location of the tank shall be coordinated with the owner. bathrooms general All bathroom plumbing fixtures, finishes, millwark, shower enclosures and accessories shall be selected by the owner at a future date, The contractor shall include as part of his bid the cost of Tns[allaNon only. Coordination The contractor shall Ja)y out the bathrooms in accordance with the drawings . The contractor shall be responsible for coordinating oll bathroom components to verify tlhat the proposed layout w~ll fit properly In the space ~rovlded. The contractor shall report to [he owner/ortchi[ect immediately any problems and/or discrepancies. The ceramic [lie finishes in-the bathroom shall be' selected by the owner at a future date. The contractor shall include in the bid the cost of tile installation (only) as follows: Ceramic Tile - ins[ailed at the flomr in a full mortar bed. - Installed in showers over a full lead pan. - installed mid-height at all walls, except full height at the shower enclosur*e, - Installed at the tub platform kitchen General All kitchen millwork, c(ountertops, fixtures, appliances and accessories shall be selected by the owner at a future date, The contr'actor shah include as part of his bid the cast of in~stallaUon only. The owner shall provide all kitchen apr~licnces & the contractor shall install the appliances. Coordination The contractor shall Nay out the new kitchen work in accordance with the mwner's kitchen drawings. The contractor shall be re~sponsible for coordinating all kitchen components to verify that the proposed layout will fit properly in the space provMed, The contractor shall repo~ [o the owner/architect immediately any probhems and/or discrepancies, onstruction 1. All concrete shall be 3000 psi ct 28 days, 2. Footing design assumes minimum soil beorlng pressure of 2000 psi, 3. Locate all footing bottoms 36" below grade mtn, unless otherwise noted. FRAMING NOTES 1. All framing lumber to be Douglas FTr f~2 or better (Fb--900 psi) with 19% moisture content (unless otherwise noted). 2, All stud walls shall be 2x6 at 16" on center (unless otherwise noted). 3. Block all headers/beams wTth built-up 2x's or post shown on plan to round.ion or beam below, 4. All Rush connections to bs made using metal joist hangers, 5, Do not cut framing members for HVAC/¢umblng/electricol without augmenting member to its original capacity (bending/shear). 6, Provide x-brldglng or solid blocking at all new floor framing (8'-0" on center max.). 7. All exterior deck framing and/or lumber in contact with masonry shall be pressure treated. 8. All laminated veneer lumber (LVL) members shall be "G-P Lam LVL" by Georgia-Pacific or equal (1-3/4" standard [h?ckness x depths shown on the drawings). g. All wood I-beam floor framing members shall be GPI series by G-P in sizes shown on the plans, All framing shall be In accordance with [he manufacturer's details. 10. AIl steel plo[es for composite frders, snail be A36, continuous, pre-punched at 24" a/c staggered. 11, All composite girders shall be thru-bolted with 1/2" bolts ~ washers at 24" o/c staggered top bottom. 12, Provide soltd wood flrestopping in stud walls 8'-0" verL maximum, 13. Double-up roof framing around openings. 14. See sheet A6 for NYS bulldlng code Information & Icad path details (metal stropping), lC, N site plan / zoning info R/C/ tlVIOND CREEK All property dimensions & existTng topographic info, shown on the site plan have been taken from o ~orOperty survey provided the Architect by the owner as follows: Survey date', 6-15-06 Prepared by: Haynes Land Surveyors Syosset, NY Survey No. 76116 LEVEL 5TONE PATIO. ZONING INFORMATION S,C.T.M. #: Zoning District: R-40 Required Yards'. Front: 50' (req'd.), 117.35' (provided) Side (min,): 15' (req'd.), 15' (provTded) Sides (both): 35' (req'd,), 35,4' (provlded) Rear: 50' (req'd.), 75' (provided) Lot Coverage: Lot area = 28,576 s,f. (AFTE~ ¢ONS'FC~J~TION Or' ~ESIDENCE) APP~:2XIHATE Building area -- , : LOCATION OP 3360 s.f. (residence) ~ NE~ ~EL.~- Lot C.o~rage = YANK [hSTALL, Maximum allowable = 20~ (complies) Height Restrictions: Proposed ~ddftions do not exceed [he maximum 2-1/2-story ~nO 35 restrictions. -REQUIRED DO NOTPROOEED,WITH , FRAMING UNTIL SURVEY / ~03 53 CERTIFICATION. OF REQUIRED, WITHOUT C E ,R.T? C V~/ (~ 0 ~) L..~' ¢ NAILING & CONNECTIONS OF OCCUPANC ~ ALL CONSTRUCTION SHALL" APPROVED AS NOTED .MF-[:~ THE, REQUIREMENTS OF THE I +-- DATE: OF FOUNDATION LOg~TION~ HAS BEFk APP~_O~ E~/ OCCUPANCY OR USE IS UNLAWFUL 'PLUMBING ?L PLUMBING WASTE WAt:ER LINES NEED TESTING BEFORE COVERrNG Pc ' '".f,FER CERTIFICATION ON ! /, r~ CONTENT BEFORE CE(: % A TE OF OCCUPANCY $ ..ER USED IN WATER' SI i-LYSYSTEMOANNOT E, ~,L'ED 2./10 OF 1% LEA'D. FEE: e'?'~)~ ~_.~>BY: ~:~d~.-~Z ' . NOTIFY BUILDIN~ DEPABTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3. INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR 0.0, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 9F THE Tn-?!~! CODE. ,i LINE OF - ("nr'~ C. ENT~R ON HINDO~L (.f-r~,) (E) I0" LVL l. qlNPOH. 1 ~ENTER ON HINDO~ (BEE ELEVATION) (2) I~,T, 2xlO BPAOE VENT HOUSE ~ ~ LINE OF P,~*. F"T'~,. BELOH C, OLUMNB ABOVE) LOC, AT~ UNOE~ (5) lO" LVL (5) lO" LVL Ed~-2 · JOIBT ("PCP) i='ROVID~ 2~"×2~4' -- FTC,..AT THIO LOCATION ONLY (2) P.T. 4" TNK, P,d'. BLAB ON ~OMP, ~ILL AT ENTRY L "=OOTIN~, ,~ 5 L;C. ATION5 24"X24"X12" DEEP p.e.. FTC,, UN~ER BTL. I~03T (TY'P) (3) lO" LVL ~ (B) lO" LVi ~I ~=."r, 4x4 N/OALV, AN¢NOR ON 12" DIA. P,¢. PlieR ON Ig'"Xl¢"xl2" DEEP P,¢, I"TO, TO 5~" ~RAOE (LO~ATE UNOER ~"OLUMNB ABOVe) LOCA'r~UNDER POBT A45OVE ,~PI 40-~.E" ~d $ ?~-----LOCAT~UNDBR ~ POBT ABOV~ 1 m) )0"-VL F- · 4" DIA. BTI.. ~OBT 1 L (5) to" LVI (5) I0" LVL (2) P,T, 2xlo _ 1 BPI 40-~,~I' FJ $ __ ~ I~" O/C ('T"r'P) (3) lO" LVL ~RAHL ¢mAC~ V~NT ("f'r'~') PROVIDE MIN. I¢"x24" A¢¢E~B tO P~R COD~.COORDINA"~ EXACT LOCATION · I ('r'¢~,) Dt~P FON, HALL UNDER FLR. 3LAB AT HAN-DOOR A5 REQUIRED i!iz (2) 2xlO ~,~" DIA. (4; OB IO (2) 2×12 HDle,, (4) TP'[210~ IO DI~,EPLAGE ~ H~A~,TH (2) 2xlo I 12xl2 F'OLYGLA¢¢IC~ (2) 2xl2 HOle., (2) TP4~0410 (2) 2xlO HDK, ~LU.GH HEADB~, ~)IO"LVL UP ABV, ~ (~) IO" LVL J (2) lO" LVL (¢LU~H) j ~OeT (TY~) (2) I~ (2) lO" LVL ~ O &'-O" t',4. (~".--SMOKE DETEC. T, PLUSH HEA~E~, (2) lO" hVh (2) I0" LVL (2) 2xlO FIN. NO~, DOUBLE-UP 2~ Fhoo~ P~HIN¢ WNDE~ ALL I 4x4 ~T,O. EL. 14.O' 5¢~.ALD: I/,'1 " = CPI 40-12" rJ · TP~2ODIO .i al. ~N ~A~LD ENID (~) '~xlO I 16" 0/6 ~"-0" HEIGHT ~, ~Z I 24x~0 "~,4.x~.O pK.T. / LINE OF EXTE~IOI~, ~IALL I~ELO~ "~LAT" ROO~ LIN~ AT ~ ~ (2) 2~ LiNE OP EX~IO~ ON CABLE END / LINE ' '1 ADPHAbT ~OD'~, ~HIN~LDD (~P) ~&" HkDH RAIL'~D, TO ~ODE (t~P) VDNT (~) · "T- 12 12 ¢.,UL'T1JRED DToNE PIN. · i ~ONT. RID~,E VENT (~"t'~) ~o~h (TY~) 12 12 12, 12~12 OIDIN~, ~R~N ~400D CKI~T AT POROH I.,JNE OD M~=AN HEI6,HT 2ND ~LR. blNE OP AVJ~. ~r~'OE (EL. 123') 12 12 12 i2 12 Il2 12~12 HARDI~LANK ('T"r'~) 1.2 VENt ~,ULTURED ~TONE 12 12 12 12 m~-,OVIDE HA~DI'F~I~ I /'/m~ox/imE ~,ONT. PROVIDE END VENT (Th'm) PROVIDE 4" "t~IH AT WALL UNDER ¢O~=~lT (T~) 12 DHINCLE~ (~m) 12 J2 ~VIDE ~OMME~IAL T~ PROVIDE AZEK t~.lM ~ HINDO~¢ (~) ~AND J -- HA~IPLANK DIDI~ (~P) ~,ULTUI~ED ~TONE PINI~H (~m) AZEF. T~IM tBANm O (SEE PLA~ FLR, ~-P pI~ER~Tf~b:2N~ RIM BOAf~2 (T~) t I-JOISTS SILL ALI~.N PA,C~rA,~ ,* T~lt'4 AT ~A~E Il HOUSE SEE $'qALL SECTION FOR BALANCE OP NOTES, miN. d, EILIN~ FIN. I ~/~'" e!N,B FINISH ON ~,L¢, f'RAM'¢, (SELF. VAPOR ~A~RI~. BIB" GAB FINISH ON 2x/~' ~12. ~TgDD · I~I' 0/~.. ("PCP), ti~ATT INSUL, N/ VAPOR S, ARRI~R, FIN, PLR'¢. ON ~/4" PL¥~[[2, ON SEE PLAN FOR ( ASPHALT SHIN~.LES OVER PL"r'~. SHEATH*~. FIN. ~.EILIN¢ E/~'"~Y4BDINISH AT CL~. (T"C~P) SEE 5HT. A& f=Ot~ ADDITIONAL ~ETAIL5 ,~ INP:O~,i'4ATION A5 CODE OF NE~ ¥O~t(-. 5TA'TE. ~IN. FIRST BATT INSUL. ~ VAPOR IDAR~.IER. FIN, FLR'~, ON ~/4" ~UBFLOOR'~,. ON FLR, FRAH'~.. (~EE PLAN) R- ~.¢' BATT IN.~JL, ~/ 2" 'P.~. ~LAD OVER REINF, VAPOR BARR OVER 4" P,~LL-~.Oh*IP. ~.RAVEL (Tr"P) IO" P.O. t~DN I,'4ALL (TYP) ALUM. ,~UI"~R ON Ix FA~tA (1"¢P) VENTED 501=FIT AZEK "F~IM BANO (SPE ELEVATIOND) HARIPlmLANK OVER TYVEK OVER MID'-HEICHT, AZEK TRIH ON ~-m PItBERE~N~. RIH I~OAI~I2 ~ATE~2 2x¢ '~lLL N/ .~lbL ~EALER. ('r'cP) P~2VlImE ANC.,HOR BOLT~ ~, ~2" o/~ ('FYI=') C, UL'T¢~ E~TONE FIN. AT FOUNDATION ~ALL ~,RAOE BAR I 24" O/¢ HORIZ, ~)D BOTTOH BARS (C, ONTINUOU~) OENERAL NOTES 1, NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE A BUILDING PERMIT HAS BEEN ISSUED, 2. THE ARCHITECT NAS NOT BEEN RETAINED FOR ANY CONSTRUCTION REVIEW AND/OR INSPECTION. THE DESIGNER'S RESPONSIBILITY IS LIM~TEB TO THE CONTENTS OF THESE PLANS ONLY. 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL COBE OF NEW YORK STATE (BCNYS) AND SHALL CONFORM TO ALL TME RECOMMENBATIONS AND REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING JURISDICTION. ~lHE CONTRACTOR SHALL OBTAIN ANB ARRANGE FOR ALL REQUIREB PERMITS, INSPECTIONS, CERTIFICATES, TESTS ANB' SURVEYS. 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONBITIONS AND DIMENSIONS BEFORE SLLARTING CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR BISCREPANOIES BEFORE PROCEEDING W~TH THE WORK, IF ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCLLlON AS TO THE INTENT OF THE DRAWINGS AND/OR DETAILS, TME CONTRACTOR SHALL CONTACT THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE PRECEDING PROOEDURE, HIE SHALL ASSUME RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS. 5, THE CONTRACTOR tS REQUIREB TO PROVIDE THE HOMEOWNER WITH ALL REQUIRED LICENSES, INSURANCE CERTIFICATES AND INSURANCE COVERAGES, 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAMTIONS AND ACTIONS TO SAFEGUARD THE RESIBENCE AND ITS CONTENTS FROM THE ELEMENTS BURING CONSTRUCTION, 7. THE CONTRACTOR SHALL FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF EQUIPMENT, PRODUCTS AND SYSTEMS, 8. THE CONTRACTOR SHALL PROVIDE FOR THE SUPERVISION OF THIE ENTIRE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS, 9. NC) BRAWlNGS SHALL BE SCALED. ONLY WRITTEN BIMENSIONS SHALL BE USEB. 10. ALL LUMBER FOR JOISTS AND RAFTERS SHALL BE DOUG FIR f~2 HAVING A MINIMUM REPETITIVE FIBER STRESS OF 900 PSI, MARKED PRIOR TO DELIVERY TO THE JOB SITE, AND, A MINIMUM BEARING OF 4" (WNLESS OTHERWISE NOTED). 11. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE With THE RESIDENTIAL CODE OF NEW YORK STATE, CHAPTERS 55 THRU 40 (INCLUSIVE), CHAPTER 42, AND ALL APPLICABLE LOCAL COBES. 12. AN ELECTRICAL UNBERWRITERS CERTIFICATE SHALL BE OBTAINED BY THE CONTFRACTOR AND SHALL BE PRESENTED TO THE OWNER UPON COMPLETION OF ALL ELECTRICAL WORK 13. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIBENFFIAL COBE OF NEW YORK STA~E, CHAPTERS 25-32 (INCLUSIVE), ALL APPLICABLE LOCAL CODES, AND HEALTH BEPARTMENT REQUIREMENTS. 14. ALL WALLS & CEILINGS WITHIN BATHROOMS SHALL RECEIVE 5/8" WATER RESISTANT GYPSUM BOARD, 15. INSULATE ALL PIPING AND DUCTWORK iN ATTIC AND CRAWL SPACES WITH 1" INSULATION ON ALL BUCTS,, 1-1/2" INSULATION ON ALL PIPING,, 3/4" INSULATION ON ALL WAllER SERVICE SUPPLY PIPING. 16. CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED. 17. INSTALL METAL FLASBING AROUND ALL ROOF PENETRATIONS, 18. PROVIDE ANB INSTALL ALL MOLDINGS, SILLS, STOOLS AND TRIM AROUND ALL WlNBOWS AND DOORS AS REQUIRED, 19. ALL COLORS AND FINISHES, ETC. SHALL BE SELECTED BY THE OWNER. 20. ALL WINBOWS SHALL HAVE. HIGH RERFORMANCE INSULATING GLASS. 21. ALL WINDOWS THAT SERVE AS EMERGENCY EGRESS MUST COMPLY WITH R510 OF THE RCN¥S. 22. ALL iNSULATION CAPABLE OF ABSORBING WATER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIBE OF THE INBULATION, INSULATION SHALE BE INSTALLED IN SUCH A MANNER THAT PROVlBES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES AND CORNERS AS PER R320 AND R808 OF THE RCNYS, 25. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOil OF 2 TONS PER SQUARE FOOT BEARING CAPACITY, THE CONTRACllOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN llHE FIELD PRIOR TO, CONSTRUCTION, 24, ALL CONCRETE WORK SHALL CONFORM TO THE REOUIREMENTS ANB RECOMMENBATIONS OF AOI 301- 89 ("SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUlLBINGS"), ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,00D PSI. ALL REINFORCING STEEL SHALL CONFORM TO ASTM~ A-615 GRADE 60. ALL FOUNBATI©NS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. 25. ALL UONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90 FOR GRADE "N" tJNITS WITH TYPE "M'" MORTAR. ALL MASONRY WORK SHALE CONFORM TO~ ACl 5511-79~ PROVIDE DUROWALL TRUSS TYPE REINFORCING EVERY OTHER COURSE (18" O.O, VERT,) PROVIBE MASONRY ANCHORS AS REQUIRED, 26, ALL MASONRY WORK SHALL CONFORM TO R806, R607, R608, R6111 AND RTOB OF THE RCN¥S. 27, ALL STEEL WORK SHALL CONFORM TO, THIE REQUIREMENTS OF THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND, EREOTION OF STRUCTURAL STEEL F(DR BUILDINGS". STEEL SHALL CONFORM TO ASTM A~56 AND A501, ALL CONNECTIONS SHALL USE 525 HS BOLTS, ANB/OR E7OXX WELDS. 28. PROVIDE SINGLE-STATION SMOKE-DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM AS PER R517 OF THE RON¥S. 29, RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNED AND INSTALLED TO RESIST LATERAL IMPACT AT TOP EQUIVALENT TO A MIN, LINEAR LOAD OF 50 LBS, PER FOOT AS PER R315 AND R316 OF THE RONYS~ 50, STAIRS, DOORS AND EXITS SHALL COMPLY WITH R511, R312 AND R314 OF THE RCNYS. 51. GLAZING IN DOORS, SHOWER STALLS, FIXED PANELS AND BATHTUB ENCLOBURES BHALL COMPLY WITH RSG6 OF THE RCNYS. 32. FOAM PLASTIC INSULATION SHALL COMPLY WITH R3~8 OF THE RCNYS. 33, DOUBLE ALL DRAMS AND JOISTS UNDER PARALLEL PARTITIONS, ,&NO AROUND OPENINGS IN FLOORS AND ROOFS. 54-. PLYWOOB SUBFLOORING SHALL BE INSTALLED AS PER R505 OF THIE RCNYS. 55. CHIMNEY CONSTRUCI~ION SHALL CONFORM TO DHAPTERS 10 AND 18 OF THE RCNYS, 38. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHINI 20 FEet, NOR LESS THAN 2 FEET ABOVE THE COMBUSTIBLE PART OF THE ROOF OR BUIUBNG WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF AS PER R100.6 OF THE RCNYS, 57. ATilICS TO HAVE ACCESS AND CROSS VENTILATION AS PER R806 ANB R807 OF THE RCNYS. 58. THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEF'q EXPDSED AND/OR DAMAGED DUE TO T~tE WORK WITH SIMItJAR MATERIALS OR AS BIRECllED BY THE OWNER, 59, PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS, 40, PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIR AND SKYLIGHT OPENINGS. 4-1. ALL SUPPLY AND EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. 42, PROVIDE MINIMUM 1DO CFM MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150 CFM MECHANICAL VENTILATION IN KITCHEN AREAS~ 45, PROVIDE COMBUSTION AIR FOR FUEL BURNING EQUIPMENT AS PER CHAPTER 17 OF THE RONYS, 44. BOILERS AND HOT WATER HIEATERS AS PER CHAPTERS 20 AND 28 OF THE RCNYS, 45. FUEL GAS EQUIPMENT AS PER CHARTER 2~ OE THE RCNYS. 46, PROVIDE SIMPSON STRONG TIE JOIST HANGERS AT ALL FLUSH HEADER CONNECTIONS. 47. PROVIBE CARBON MONOXIDE BETECTORS ON EACH FLOOR AS PER NASSAU COUNTY PUBLIC HIEALTHI ORDINANCE SECTION 1¢(A). 48. ALL WOOD FASTENERS PER TABLE 602.3(1') OF THE RCNYS. NAILING SCHEDULE JOINT DESCRIPTION I ~ OF O~MMONI NAILS I ~ OF BOX NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE NAILED)' (3) 8D (3), IOD PER RAFTER CEILING JOIST TO TOP PLATE (TOE NAILED) (3) 8D (3), lOB PER RAFTER CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) (5) 16D (5)' '~OD EACH LAP CEILING JOIST LAPS OVER PARTIfFION (FACE-NAILED) (51 16D (5), 440D EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED), (3) BD (3), 100 PER TIE BLOCKING TO RAFTER (TOE-NAILED) (2) 86 (2), 1OD EACH END RIM BOARD TO: RAFTER (END-NAILEB) (2) 16D (3), 16D EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) (2) 166 (2) 166 PER FOOT TOP PLATE TO INTERSECTION (FACE-NAILED) (4`) 16D (4`) 16D JOINTS-EA. SIDE STUD TO STUD (,FACE-NAILED) (2~ 16D (2) 166 24" ~),C, :HEADER TO HEABER (FACE-NAILED) 16D 166 16" D.C, ALONQ EBGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) SEE TABLE 3,5A SEE TABLE 3.5A PER STUD BOTTOM PLATE TO FLOOR JOIST~ BAND, JOIST, END JOIST BLOCKING (FACE-NAILED) (2~ 16D (2) 16D PER FOOT FLOOR FRAMING JOINT TO SILL,, TOP PLATE OR BIRDER (TOE-NAILED) (4) 80 (4)' 1OD PER JOIST BRIDGING TO JOIST (TOE-NAILED) (2) 86 (2)' 1OD EACH END BLOCKING TO JOIST (TOE-NAILED) (2) 8D (4), 16D EACH END ~BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16D (2)' 1OD EACH BLOCK LEBGER STRIP TO BEAM (FACE-NAILED) (3) 16D (4), 16D EACH JOIST JOIST ON LEDGER TO BEAMI (TOE-NAILED) (3) CD (5), lOB PER JOIST BAND JOIST TO JOISll (,END-NAILED) (S~ 16D (4)' 16D PER JOIST BAND JOIST TO SILL OR PLATE (TOE-NAILED). (21 16D (5)r 16D PER JOIST ROOF' SHEATHING STRUCTURAL PANELS I 8D I l OD SEE DIAGRAM CEILING SHEATHING GYPSUM WALLBOARD I 1,5" DRYWALL SCREWS I 1.5' DRYWALL SCREWS 7" EDGE/lO" FIELD WALL SHEATHING j 8D J lOB SEE DIADRAM STRUCTURAL PANELS 1.5" DRYWALL SCREWS 1,5' DRYWALL SDREWS 7" EDGE/lO" FIELD GYPSUM WALLBOARD FLOOR SHEATHINQ STRUCTURAL PANELS 1" or LESS J SD I 10B 6" EDGE/12" FIELD STRUCTURAL PANELS GREATER llHAN 1"I 1ODI 16D 6" EDGE/6" FIELD GROUND, WIND SEISMIC SNOW SPEED DESIGN LOAD (MPH) CATEGORY BUILDIING CODE NOTES, THE FOLLOWING ARE EXCERPTS OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK SUBJECT TO DAMAGE FROMI FROST WINTER ICE SHIELD LINE DESIGN UNDERLAYMENT WEATHERING DEPTH TERMlllE DECAY TEMP. REQUIRED EXPOSURE B (SUFFOLK), TO~ HEAVY MODERATE (SUFFOLK) R501i.2:1,1 DESIGN CRITERIA: AREA LOCATED WHERE W~ND SPEEDS EQUAL OR EXCEED 11D MPH. DESIGN CRITERIA BASED ON AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS (WPCM). FLOOD HAZARDS, I AS PEr F.E.M.A. DESIGN LOADS (MIN, UNIFORMLY, DISTRIBUTED LIVE LOAD~ IN PSF)~ USE [ LIVE LOAD EXTER,IOR BALCONIES BO DECKS 40 PASSENGER VEHICLE GARAGES, 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ATTICS ACCESSED DY A FIXED STATIONARY STAIRWAY (SEC, R502,3,1) ROOMS OTHER THAN SLEEPING 4-0 I SLEEPING ROOMS 50 STAIRS 40 OUARBRAILS & HANDRAILS 200# (LATERAL POINT LOAD1 FIELD AREAL A~,E TO MAIl'ED AT ~2" ~2,~,. (NOT IN~LUDIN~ SHEATHING ATTACHMENT DIAGRAM THIS PROJECT IS LOCATED liN A WIIND-BORN'E DEBRIS REGIONI . ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROMI WlNB-BORNE DEBRIS AS SPECIFIED BELOW. GLAZED OPENIING PROTECTION FOR WIND-BORNE D:EBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 11996 AND OF ASTM E 1886 REFERENCED THEREIN. AtLL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED WITH WOOD, STRUCTURAL PANELS HAVING A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8 FEET. ALL PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SI~ALL BE PROVIDED IN ACCORDANCE WITH ~,ABLE R301,2,1;.2 (SHOWN BELOW) OR SHALL BE DESIGNED TO RESIST THE COMPONIENTS AND CLADDING LOADS, DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE. 12" i'41N WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (TABLE R301,2,11,2' FROM THE RCNYS) SEE NOTES (3, b, c, d BELOW FASTENER TYpe FASTENER SPACING 4 FEET < 6 FEet PANEL SPAN < PANEL SPAN PANEL 'SPAN _< 4 FEET <_ 6 FEET <_ B FEET 2-1/2" #6 16" 1!2" 9" WOOD SCREWS 2-1/2" #8 16" 116" 12" WOOD SCREWS a. This table is bosed on 110 mph wind speeds and a 55-fao( mean roof height. b. F~steners shall be lnstalledl at opposing ends of ~he weed structural penal. c. Nolle shall be 1Od common or 12d box noils. d, Where screws are attached to masonry ar masonry/stucco, they shalt be at(ached utilizing vibra~ion-reslstont anchers bm/lng o minimum eltlmote withdrowol capacity of 4-90 pounds. 1[2" HIN MIN. (:2) ~d COMMON NAILE AT EAC~H END, (APSPA HFOM TAE~LE D.~lA) TOp PLATE / 5TU~ LOAD PATH ('Pr'p). '"4ULTIPLE FLOOf~ Tl~E MIN. ASTh4 I-I/4" P~I~E, :2~ (DA, LOAD PATH DETAILS NOTE~ ALL h4ETAh ~ONNECTO~,5 5HO~NN IN THE DETAIL5 5HALL BE APPLllE~ AT I,&" ON C.,ENTE~, UNLED5 OTHE~,,J41DEE NOTE[2. 0 / ~Ol~.X=~ ~0 (.=UJ.) 1,4o-r'~'~ "/~ (aA.L) 0/0 ,,e~l (,dj.L) 0/0 .el ~' At- / ~ '~,c4 o ~ (~) (,aJ~L) MO'~D~ -1'1'¢M /