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HomeMy WebLinkAbout36422-Z 1N'~~~ Town of Southold Annex 8/13/2013 ~ P.O. Box 1179 54375 Main Road ~4g~ Southold, New York 11971 a,~~~ CERTIFICATE OF OCCUPANCY No: 36442 Date: 8/13/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Reservoir Road, Fishers Island, SCTM 473889 Sec/Block/Lot: 9.-8-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/26/2011 pursuant to which Building Permit No. 36422 dated 5/25/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with coveredporch as applied for per ZBA #5617, dated 12/14/06. The certificate is issued to FITF LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0006 8/5/13 ELECTRICAL CERTIFICATE NO. 36422 9/5/12 PLUMBERS CERTIFICATION DATED 7/9/12 Tom Ravino Auk o~lzed Sj atur h~~ ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT A TOWN CLERK'S OFFICE Et~ SOUTHOLD, NY ~ ~ :~fty' BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 36422 Date: 5/25/2011 Permission is hereby granted to: FITF LLC, BLACK OAK ASSOC 10055 RED RUN BLVD. STE 130 OWINGS MILLS,MD 21117-4860 TO' DEMO EXISTING BLDG.,CONSTRUCT ONE STY SFD WITH ROOF OVER PORCH PER APPROVED PLANS, TRUSTEES, DEC, ZBA, PLANNING AS APPLIED FOR. REPLACES EXPIRED BUILDING PERMIT # 36362 At premises located at: RESERVOIR ROAD FISHERS ISLAND, N.Y. 06390 SCTM # 473889 Sec/Block/Lot # 9.-8-2.2 Pursuant to application dated 5/26/2011 and approved by the Building Inspector. To expire on 11/25/2012. Fees: PERMIT RENEWAL $821.40 Total: $821.40 "ding nspe 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. 34660 Z Date MAY 7, 2009 Permission is hereby granted to: FITF,LLC - BLACK OAK ASSOC 10055 RED RUN BLVD. STE. 130 OWINGS MILLS,MD 21117 for DEMO EXISTING BLDG.,CONSTRUCT ONE STY SFD WITH ROOF OVER PORCH PER APPROVED PLANS, TRUSTEES, DEC, ZBA, PLANNING AS APPLIED FOR. at premises located at RESERVOIR ROAD FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0008 Lot No. 002.002 pursuant to application dated APRIL 20, 2009 and approved by the Building Inspector to expire on NOVEMBER 7, 2010. Fee $ 821.40 Authorized Signature ORIGINAL Rev. 5/8/02 ~ ~ ~ ~ ~p ~ i Fore No. 6 TOWN OF SOUTHOLD ~ : _ 6 2~~2 BUILDING DEPARTMENT TOWN BALL ~ ~ 765-1802 I ~ of _i!!ni o 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. Far new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 eaiatiog buildings (prior to Apri19,195'n aontronformiag asea, or buildings and "pre-eristing^ laud 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 ofOccupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. Av ~us~?, 20 ( Z New Construction: ~ Old or Preexisting Building: (check one) r Location of Property: ,~e5c tt Vo lrt ~ d j7S h e[S I s l on.cl House No. Street Haml~ Owner or Owners of Property: F-1 T F t rrt. C Suffolk County Tax Map No 1000, Section`/ • Block g Lot Z . Z Subdivision Filed Map. Lot: Permit No. 3 (e Z Z Date of Permit $ Z fe Lot Applicant:-~ LL L Health Dept Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: ? (check one) Fee Submitted: $ b~~~t ~ ~ Applicant Signature ~o~~pF SO[/ryolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road ~ ~ Pax (631) 765-9502 P.o. Box t t79 ~ ~ rogecrichertCa~town.southold.ny.us Southold, NY 1 1971-0959 ~ ~~y~0UNT1,~~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: FITF LLC Address: Resevoir Rd City: Fishers Island St: NY Zip: 6390 Building Permit#: 36422 Section: 9 Block: 8 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI EI@CtrIC License No: 33396 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 4 Ceiling Fiztures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches Tvrist Lock Exil Fixtures TVSS Other Equipment: fnOdUlar hOUSe, NY State approval #19-55440, 200a underground service house and porch Notes: Inspector Signature: ~~-,~elti Date: Sept 5 2012 81-Cert Electrical Compliance Form.zls I, r. ~ ~ .<<1 _ ~ D - i ~ ~~t? 'I_, ~ AUG - ~ ~ CERTIFICATION Date: 7 / Building Permit No.~i ~ p~C 3 `e ~oZ~1 Owner: lla~lYY~'~ Cl'ta+11~@ e~t~s (Please pr nt) Plumber: 1p/v1 ~gy 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 20J~ Notary Public, ~u~fbc~County KARLA S. HEATH NOTARY PUBLIC, STATE OF NEW YORK N0.01HE6222563 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 of • .. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ CA FOUNDATION(2ND) c z 0 y ROUGH FRAMING& �� y PLUMBING C 6 INSULATION PER N.Y. STATE ENERGY CODE 1 L FINAL ADDITIONAL COMMENTS \ O z rn y � O z x � x d TQfWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 ~f7'~ Planning Board approval FAX: (631) 765-9502 C~ ~ Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined zU, 20C~ / Storm-Water Assessment Form / Contact: Approved -7 l ~ , 20 ~ Mail to: Disapproved a/c Phone: Expiration , 20 ~ 1 "I Building Inspector APPLICATION 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 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulation r the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant a t o 1 i t aws, ordinances, building code, housing code, and regulations, and to admit authorized ' ng for necessary inspections. APR 2 0 2009 (Signature of applicant or name, if a corporation) BLDG. DEPT. ~tFJI,Sr..yT STE 32Z El~6t~Ofoto f'A~ 10WN OF SOUTHOID (Mailing address of applicant) O27 y,p State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder TL~~,pPt.tc. IS 'i'1•I~ acc.t.r4i~rtZT ~,l LL ~ OZS'1 1 '7 Name of owner of premises IT . LLL (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. a Plumbers License No. Electricians License No. ' ~ 5 ~~"l t,-2q'' Other Trade's License No. 1. Location of land on which proposed work will be done: ~S House Number Street Hamlet ~ I a County Tax Map No. 1000 Section 9 Block 8 Lot 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Sutr, t,g i ~,K Q~~ , p _ F 3. Nature of work (check which applicable): New Building_~Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ~ 3ct~ ~ ODD . J Fee ~ 5bo (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 N /A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /q C't~ 6E f~o~tSHSti~ r 7. Dimensions of existing structures, if any: Front ¢5` Rear '(-5 Depth 2/0~ Height Zor t Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front I o I ~ ~ Reaz I O I ~ t Depth 30~ na A Height 20 ~ ~ Number of Stories 9. Size of lot: Front 240 ~ Rear 25'.5 Depth VA~KdE'S I l Z ' 249~k 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4-D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ? Will excess fill be removed from premises? YES NO ie"sr R.ao aw Bw0 s7E13~ 14. Names of Owner of premises. FITF, t.t.L Addresso~.rMrus Mo 2w Phone No. 410 356 - SS Zo Name of ArchitectCuneueVa.~VoorGK<< Address~~" ``6' 't ~ hone No Sb8 °143-bS67 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 property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES ? NO * IF YES, PROVIDE A COPY. STATE OF N£~Wf6iNC~-~S(tiS$u~vae t77 SS: COUNTY OF~,y11~,.; ) ~ \r 11 6.b~ 1 e.. y4 h ~1 O Or' ~ i S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~1' p ~~c~ (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 t before me this day of _ 20~ J No 'ry Pub is Signature of Applicant 1/ 1~t1 ~ . ~ I V BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT N0.6507 DATE: December 13, 2006 ISSUED TO: FITF. LLC PROPERTY ADDRESS: RESERVOIR ROAD, FISHERS ISLAND SCTM # 9-8-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 1 I 1 of the Towq Code of the Town of Southold and in accordance with the Resolution of the Board of Tnrstees adopted al the meeting held on i?ecember 13.2006. and in consideration of application fee in the sum of $250.00 paid by FITF. LLC and subje to the Temss and Conditions as stated in the Resolution, the Southold Tovm Board of Trustees authorizes and permits the following: Wetland Permit to construct asingle-family dwelling with an attached porch, with the conditions of gutters and drywelis to contain roof runoff, hay bales during constructi a 25' non-turf buffer planted with native vegetation, landward of. the hay bales, and all depicted on the plan prepared by CME Associates Engineering, Land Surveying and Architecture, PLLC, revised 12/18/06, and approved A2/29/06 by Board of Trustees. IAI WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscnbed by a majority of the said Board as of this date. oyp~ll~F01~-~0 o;: ° ~ ~ ^ , O y~j~l ~ . ; James F. King, President ~~of sooryo Town Hall Jill M, Doherty, Vice-President ~.0 ~ 53095 Route 25 Peggy A. Dickerson P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen H ae Bob Ghoaio, Jr. ~ ~ Telephone (631) 765-1892 y~ Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 19, 2008 Patricia C. Moore, Esq. 51020 Main Rd. Southold, NY 11971 RE: FITF, LLC RESERVOIR RD., FISHERS ISLAND SCTM#9-8-2 Dear Ms. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 19, 2008: RESOLVED, that the Southold Town Board of Trustees grants aOne-Year Extension to Permit #6507, as issued on December 13, 2006, and, BE IT FUTHER RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #6507 to reflect the change in the footprint of the proposed dwelling, and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC last dated November 5, 2008. This is not a determination from any other agency. Sincerely, James .King, PresideRZ' Board of Trustees JFK:Ims James F. King, President ~QF S~Ury Town Hall Annex Bob Ghosio, Jr., Vice-President ,`O~ 54375 Main Road P.O. Box 1179 Dave Bergen J~[ #t Southold, New York 11971-0959 John Bredemeyer ~ • ~ Telephone (631)765-1892 Michael J. Domino ~ Fax (631) 765-6641 ~y00UNT'1,~~ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0846C Date: April 10, 2013 THIS CERTIFIES that the construction of asingle-family dwelling with attached porch; gutters to leaders to drywells on dwelling; and a 25' wide Non-Turf buffer established and subsequently maintained. At Reservoir Road, Fishers Island, New York Suffolk County Tax Map # 9-8-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 5, 2006 pursuant to which Trustees Wetland Permit #6507 Dated December 13, 2006 was issued and Amended on November 19, 2008 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certiticate is being issued is for the construction of asingle-family dwelling with attached porch; gutters to leaders to drvwells on dwelling; a 25' wide Non-Turf buffer established and subsequently maintained. The certificate is issued to FITF, LLC owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER ~ EFFECTIVE DATE 1-4738-02883(00002 ~ Aril 12, 2007 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(Sj Under the Environmental Conservation Lew Aril 30, 2012 TYPE OF PERMrr ~ New ? Renewal O Modiriptlon ? Permit to Construct ? Permit to Onerale ?Artide 15, Title 5: Protection of Waters ? Article 17, Tiller 7, 8: SPDES ? Article 27, Titie 9; 6NYCRR 373: Hazardous Waste Management ? Article 15, T(lle 15: Water Supply ? Article 19: Air Pollution Control ? Artide 34: Coastal Erosion ? Artide 15, TIUe 15: Water Transport O Article 23, Title 27: Mined Land Management Redamatfon ? Article 15, Title 15: Long island W ells ? Article 36: Floodplain Management O Article 24: Freshwater Wetlands ? Article 15, Title 27: Wild, Scenic and ? Articles 1, 3, 17, 19. 27, 37; 6NYCRR Recreational Rivers ¦ Article 25: Tidal Wetlands 360: Radiation Control ? 6NYCRR 608: Water Quatity Certification ? Article 27, Title 7; 6NYCRR 360: Solid Waste Man ament PERMIT ISSUED TO TELEPHONE NUMBER FITF LLC 410 804-2070 ADDRESS OF PERMITTEE 10-55 Red Run Blvd. Ste 30, Owin s Milis, Md. 21117 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Patricia C. Moore, 51020 Maln Rd., Southold, N.Y. 11971 631 765-4330 NAME AND ADDRESS OF PROJECT/FACILITY FITF LLC Pro a Reservoir Road, Fistlers Island SCTM # 1000-9-8-2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Silver Eel Cove E: N: DESCRIPTION OF AUTHORIZED ACTIVITY: Subdivide a 3.3 acre lot into two lots. The southerly lot of approximately 40,670 square feet is to be developed with the construction of a single family dwelling, porch, steps, parking area and septic systern. The northerly lot of approximately 2.36 acres is to be purchased by the Town of Southold as open space. All work shall be done in accordance with the attached plans stamped NYSDEC approved on 4!12/07. ey 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 and any Special Conditions included as part of this ermit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters John W. Pavacic LJS SONY Ston Brook, 50 Circle Road, Ston Brook, NY 11790 - 3409 AUTHORIZED SIGNATURE DATE April 12, 2007 Pa e 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION r~ ~ 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. There shall be rw disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 4. All areas of soil. disturbance resulting from the approved protect shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes fkst. 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. 5. 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. 6. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous tine of staked haybales /silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected twffer area. Tarps are authorized to supplement these approved methods. 7. All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. 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 50 linear feet landward of the tidal wetland boundary. 9. Disturbance to natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 10. Necessary erosion control measures e.g., staked haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed areas. This sediment barrier (s to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover Is established. 11. 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. 12. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 13. Roads, driveways and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 15. The area twenty feet landward of the staked haybales shall be planted with non-turfspecles such as bayberry and rose rugosa prior to completon of the project and the permit holder shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection ,SONY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409. DEC PERMff NUMBER PAGE 2 of 4 1-4738-02883/00002 - - _ _ NEW YORx STATE DEPARTMENT OF ENVgiONMENTAL CONSERVA110N ~ ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 606 { TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or 'rf, in the opinion of the Department of Environmental Conservaton it shall cause unreasonable obstruc8on to the tree navigation of said waters or flood Flows or endanger the health, saferyor welfare of the people of the State, or cause loss or destrucCwn of the natural resources of tfie 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 fail and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. 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. 3. Allnecessaryprecautionsshalibetakentop~ecludecontaminationofanywetlandorwaterwaybysuspendedsolids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridg8s across or along the bed of a waterway or flcodplain, deposits within any regulatory floodway, or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable Interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shaft, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove ail or anyportion of the uncompleted structure orfill 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. 7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will notcontravene effluent limitations orother limitations or standards underSeCtions 301, 302, 303, 306 and 307 of the Clean Water Acl of 1977 (PL 95-217) provided that all of the conditons listed herein are met. e. At least 48 hours prior to commencement of the project, the permittee and contractor sfiafl sign and return the lop portion of the enclosed notification form certifying 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. 9. 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 Richard H. Strouse. last revised 1/22/07. DEC PERMn NUMBER PAGE 3 of 4 1-4738-02883/00002 • NEW YORK STATE DEPA1tTMENT OF ENVIRONMENTAL CONSERVATION ' NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS item A: Permitlee Accepts Legal Responsibility and Agrees to Indemnlfleatlon The permittee, excepting state or federal agencies, expressly agrees to Indemnify and hold harmless the Department of Environmental Conservation of the State of Newyork, its representatives, employees, end agents ('DEC")for all claims, suits, ac0ons, and damages, to the extent attributable to the pertnittee's acts or omissions in connectbn with, or operetlon and maintenance of, the facility or facNitfas authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This Indemnification does not extend to arry claims, suits, actions, or damages to the extent attributable to DEC's own negligent or IMeritional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under ARicie 78 of the New York Civil Practice Lews and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permlttee's Contractors to Comply with Permit The pertnittee fs responsible for Intortning Its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including sA special conditions while acting as the pertniltee's agent with rasped to the permitted activities, and such persons shall be subject to the same sanctions forvlolatlons of the Environmental Conservation Law as those prescribed for the perniltee. Item C: Permiteee Responsible for Obtaining Other Required Permits The permittee Is responsible for obtaining any other permits, approvals, lands, easements and rights-of~roay that may be required to tarty out the acUvitles that ere authorized by this permit. Item D: 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 pertniL GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, Including relevant records, is subject to inspection a[ reasonable hours and intervals by an authorized representatNe of the Department of Environmental Conserva00n (the Departrnent) to determine whether the pertnittee is comptying with this permit and fhe ECL. Such representa0ve may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a parson to accompany the Department's representative during en inspection to the permit area when requested by the Department A copy of this permit, Including all referenced maps, drawings and special conditions, must ba available for Inspecton by the Department et 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: RelaUonsh{p of tMs Permit to Other Deparhnent Orders and Determinations Unless expressly provided for by the Department, Issuance of Ihls permit does not modify, supersede or rescind any order or determinatlon previously issued by the Department or any of the terms, conditions or requirements contained in such order or determinatMn. General Condition 3: Applications for Permit Renewals or Modifications The pennittee must submit a separate written application to fhe Department for renewal, modiflcaton or transfer of this permit Such application must include any forms orsupplemental In/ortnation the Department requires. Any renewal, modification ortrensfer granted by the Department must be in writing. The pertnF@ee must submit a renewal application at IeasL•. a) 180 days before expiration of permits for State Pollutant Discharge Eliminetlon System (SPDES), Hazardous Waste Management Facl{l8es (HW MF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SW MF); and b) 30 days before expiretlon of alt other pertnil types. Submission of applkafions for pennN renewal or modilcaton are to be submitted to: NYSDEC Regional PermitAdministralor,Region 1,SUNY @ Stony Brook, 50 Circle Road, 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 far modification, suspension or revocatkn {nctude: e) materially False or Inaccurate statements in the permit application or supporting papers; b) failure by the permlttee to comply with any terms or conditions of the permU; c) exceeding the scope of the protect as described In the permit applfcaUon; d) newly discovered material intortnaUon or a material change In environmental conditions, relevant technology or applicable law or regulations since the Issuance of the existing permR; e) noncompliance with previously Issued permit condi0ons, orders of the commissioner, any provisions o(the Environmental Conservation Law or regulations of the Department related to the permitted actNtry. DEC PERMr NUMBER PAGE 4 of 4 1-4738-02883/00002 COPE OF THE ENGAGEMENT. ~ _ Z ~ ~gTION OF THE STATE EDUCATION LAW FOR ANY ~ S ACTING UNDER THE DIRECTION OF A LICENSED N TO ALTER AN ITEM IN ANY WAY. :S OF THIS SURVEY MARKED WITH THE LANG NATURE AND AN ORIGINAL EMBOSSED OR INK SEAL JCT OF THE LAND SURVEYOR. DISTANCES ARE MEASURED FROM U.S. COAST AND ~ ~ -U~~'g ~ EY TRIANGULATION STATION "PROS" THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX TION 009, BLOCK 8, LOT 2. ~ ~ > ~ i = 3.301 ACRES. :ATED IN R-40 & R 80 ZONE. to d N ,n ~ Z a ~ o 0 OVERAGE PROPOSED FOR LOT IN R-4D ZONE WITH ~ _ " 2EA OF 28,400 SQ. FT.= 6.2% (BUILDING, PORCH & ~ a z z 50. FT.). EXISTING BUILDING (TO 8E REMOVED) = vl ° XISTING % OF LOT COVERAGE = 4%. - N F F > ~ ~ a LLC w O PATRICIA C. MOORE, ESQ. ~ S °o S 51020 MAIN ROAD a ~ m N SOUTHOID, N.Y. 11971 ° ~ ~ ~ 631-765-4330 ~ ~ a OF SOUTHOLD ZONING REGULATION 280-104-A z ~ N SHOWN AS AVERAGE OF EXISTING BUILDINGS WITHIN Q 3 1- o a m 0 M ~ ~ Mo NOW OR FORMERLY LC1 r 1 i d i ° SQUARE FEET / ~ z °w ° J - EXISTING CONTOURS ~ ~ ~ a o ~ < ~ o w FENCE a °m o o v ° DATE: 08/16/2006 SCALE; 1 " = 40' 40 20 0 40 GRAPHIC SCAtE IN FEET SHEEP 1 OF 1 ~j , New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook New York 11790-3409 _ Phone: (631)444-0365 FAX: (631)444-0360 Alexantler B. Grannis AMENDMENT TD PERMiT commissioner December 17, 2008 FITF LLC 10-SS Red Run Blvd. Ste 30 Owings Mills, MD 21117 tom;. tr'; 7 Re: Permit No. & Location: r e 1-4738-02883/00002 Reservoir Road SCTM#1000-9-8-2 Fishers Isla~td (Silver Eel Cove) Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Parr 62 ] . It has been detemtined that theproposed modifications will not substantially change the scope oftlte permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize: Reconfiguration/relocation ofapproved single familydwelling, porch, steps, parking area and septic system, as shown on the attached plan prepared by Richard H. Strouse last revised 10/28/2008. This letter is ui amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Laura Scovazzo Permit Administrator LJS cc: Pat icia C. Moore BMHP File Page 1 of I If you have any other questions, or need any additional information, please do not hesitate to contact me. -Charlie Charlie Van Voorhis, Principal Durland • Van Voorhis Architects 628 Pleasant Street -Suite 322 New Bedford, MA 02740 508.993.6567 t 508.993.6581 f 508.277.9225 c file://C:\Documents and Settings\vickit\My Documents\ATT16695221.htm 5/1/2009 APPEALS BOARD MEMBERS OF $DUT MailingQ.ddress: Ruth D. Oliva, Chairwoman O~~ ~ipl Southold Town Hall " ti O 53095 Main Road • P.O. Box 1179 Gerard P. Goehringer ~r * Southold, NY i 1971-0959 James Dinizio,lr. u+ Or Off ce anon: Michael A. Simon '2' ~ aim Town Annex /First Floor, North Fork Bank Leslie Kanes Weisman O~~CV~ 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown, northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 14, 2006 ZB File No. 5617 - FITF, LLC CTM 1000-9-8-2 Property Location: West side of Reservoir Road, Fishers Island SEORA 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 further steps under SEORA. PROPERTY FACTSlDESCRIPTION: The property owned by FITF consists of 3.30 acres as shown on site plan prepared by CME Engineering, Land Surveying and Architecture, PLLC, and is improved with asingle-story, wooden building. The northerly 2.36 acres is located in the R-80 Residential Zone, and the remaining area is located in the R-40 Low-Density Residential Zone (as per Town Board Resolution adopted September 5, 2006), BASIS OF APPLICATION: Request for Variances under Section 280-18 (Bulk Schedule) for a lot proposed with an upland area of less than 40,000 square feet in the R-40 Low-Density Residential Zone District (formerly M-II), and the northerly parcel proposed with an upland area of less than 80,000 square feet in the R-80 Residential Zone and to be conveyed to and preserved by the Town of Southold. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 30, 2006, 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: ARFJ~ VARIANCE RELIEF REQUESTED: The applicant wishes to subdivide the 3.30 acres into two lots, and a variance is required for the southerly lot containing less than 40,000 sq. ft. of upland in the R-40 Low-Density Residential Zone District (formerly M-II), and the northerly lot, presently under contract of sale with the Town of Southold, is proposed with an upland area of less than 80,000 sq. fl. in the R-80 Residential Zone (considering bluff and wetland areas). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: ` Page 2 -December 14, 2006 ZB Fire No. 5617 - FITF, LLC CTM No. 9-8-2 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The MII portion of the applicant's property was recently re-zoned from M-II to R-40 Low-Density Residential, which eliminated the potential for more intensive uses in the neighborhood, and will allow the northerly 2.36 acres to remain undeveloped. 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 applicant has entered into a contract with the Town, and the Town Board wishes to preserve 2.36 acres, and the applicant/owner wishes to utilize the remaining 27,250 square feet of upland area for the purposes of applying and obtaining permits in the future to construct a single family dwelling as permitted in the R-40- Residential Zone District. 3. The variance granted Herein is not substantial because the potential for much more intensive zoning uses will be eliminated with the grant of this variance and the filing of the conditions required by the Southold Town Board. 4. The difficulty has been self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant io enjoy the benefit of his property for acode-permitted use, 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 Oliva and seconded by Members Dinizio and Weisman, and duly carried, to GRANT the variance as applied for pertaining to the lot size variances only, as shown on CME site plan prepared by Richard R. Sirousse, Land Surveyor dated 05/15/2006. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva, Goehringer, Dinizio, Simon and Weisman. This Resolution was duly adopted (5-0). Q> O~.BV l V ~f o Ruth D. Oliva, Chairwoman 12!29! 6 Approved for Filing r ~ • ~ OFFICE LOCATION: MELISSA A. SPIRO ~~OF SOUIyo Town Hall Annex LAND PRESERVAT]ON COORDINATOR ,`O ~ 54375 State Route 25 melissaspiroCatown.southold.ny.us ~ JL (corner of Main Road & Youngs Avenue) 7' Southold, New York Telephone (631) 765-5711 G Q Facsimile (631) 765-6640 ~ MAILING ADDRESS: o~y~oU~,~~ P.O. Box 1179 Southold, NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD TO~ Elizabeth A. Neville, Town Clerk ~5 FROM Melissa Spiro, Land Preservation Coordinator RE~ Open Space Fee Title Purchase Property of FITF, LLC SCTM# 1000-9-8-2, Fishers Island Zone Change Application p/o SCTM# 1000.9.8-2 and SCTM# 1000-9-8.3.4 DATE August 2, 2006 The Southold Land Preservation Committee is undergoing the process to acquire part of SCTM# 1000.9-8-2. The Town Board public hearing is scheduled for August 9, 2006. In addition, the Town Board has scheduled a public hearing to change the MII portion of SCTM# 1000-9.8-2 to R-40 and to change the zoning designation of the adjacent parcel (SCTM# 1000-9-8-8.4) from MII to R-40. The Town Board public hearing for the change of zone is also scheduled for August 9, 2006. Please find the following information in regard to the above-mentioned applications 1. The total area of SCTM# 1000-9-8-2 is approximately 3.2Jf acres. The lot is split zoned, with approximately 2.4f acres located within the Low Density Residential (R•80) Zoning District and approximately 0.89E acres located within the Marine II (MII) Zoning Diatrict. 2. SCTM# 1000.9.8-2 contains upland, rocky beach, land within the Coastal Erosion Hazard Line, tidal wetlands and an existing building and dilapidated dock (both on the MII zoned area.) 3. The MII zoned property on SCTM# 1000-9-8-2 was used around 20 years ago as a fuel oil terminal and oil tanks were located on the property. The tanks have been removed and remediation to remove contaminated soil is underway. The landowner has supplied the Land Preservation Department with extensive environmental reports, including a Phase II ESA. Please contact the Land Preservation Department if you would like copies of this information. 4. The Town purchase for Open Space purposes on SCTM#1000.9-8-2 involves the 2.4t acre R-80 portion of the property. The Town's acquisition will include all of the existing R•80 zoned property in addition to any land shown on the survey as "cobble beach" that may be located within the MII zoning district. 5. The landowner has accepted the Town's offer and has signed a contract of sale (attached). Upon a Town Board resolution electing to purchase the property, the Supervisor will be authorized to sign the contract, resulting in a fully executed contract. The Contract is subject to and contingent on several conditions, including, but not limited to subdivision, ZBA variances, the rezoning, and restrictions on the future residential structure to be located on what is now the MII portion of SCTM# 1000-9-8-2. The Rider is attached to the contract and should be referred to in regard to the conditions of purchase. 6. The total area of SCTM # 9-8-3.4 is approximately 0.44 acres. There is an existing residential structure on this property. This property is involved in the zone change application only, and is not involved in the Town's preservation purchase. I have attached the following for informational purposes • Copy of the Contract and Rider described above • Copy of a survey dated 5/15/06 for SCTM# 1000.9.8.2 (3 copies were delivered to your office under separate cover) • Copy of an aerial (2004) showing both properties and the zoning designations (multiple copies attached for distribution purposes). Please feel free to contact me if you have any questions or require any additional information. e ]A A g t - i~ ; ~ t i. f m~. ~t ~ ~ ~ ~ i. I ~t'a F ~6 ~ 3 k~~ ~ ~ s ~ ~F iq _t/ ~6 fi / J f9 ~ I ~ 1 ~ ~4~~~ ~ ~ - U F~ i V ~ N y~ ~ ~ v i~ ~ u ~ •r ~ - s,.~. i ~~..,.w ,`a Y~ ~ ~~1 I g~~ ~ y,.. ~i~ .M .,as...~ 9~ ~ .ru ~ .A ~ . ~ ~ ~ ~ I r ~ ~ ~ ~ j _ Jim. ~ MAILING ADDRESS: PLANNING BOARD MEMBERS OF ~17UT P.O. Box 1179 JERILYN B. WOODHOUSE HD Southold, NY 11971 Chair l0 OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G ~ 54375 State Route 25 GEORGE D. SOLOMON ~L ® (cor. Main Rd. & Youngs Ave.) JOSEPH L TOWNSEND Olil C~lf~ Southold, NY Telephone: 631 76b-1938 Fax: 631 76b-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 11, 2007 Patricia C. Moore, Esq. 51020 NYS Route 25 Southold, NY 11971 Re: Proposed Standard Subdivision of FITF, LLC Located on the w/s!o Reservoir Road, approximately 365' n/o Winthrop Drive, on Fishers Island SCTM#1000-9-8-2 Zoning Districts: R-80 and R-40 Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, September 10, 2007: WHEREAS, the proposed action involves subdividing a 3.30-acre, split-zoned parcel (SCTM# 1000-9-8-2) into two lots where Lot 2.1, located in the R-80 Zoning District, equals 2.48 acres and is proposed to be purchased by the Town of Southold for open space purposes; and Lot 2.2 is zoned R-40 and equals .82 acres; and WHEREAS, on February 12, 2007, the Southold Town Planning Board granted a Negative Declaration for this project pursuant to SEQRA; and WHEREAS, on March 12, 2007, the Southold Town Planning Board granted conditional final approval upon the map prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, dated August 16, 2006 and last revised on September 25, 2006; and WHEREAS, on September 10, 2007, the applicant submitted copies of the Declaration of Covenants and Restrictions that were filed in the Office of the County Clerk on.....; and WHEREAS, on September 10, 2007, the app icant submitted five (5) mylars and eight (8) paper prints of the final map prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, dated August 16, 2006 and last revised on September 25, 2006; therefore, be it F1TF, LLC Page Two September 11, 2007 RESOLVED, that the Southold Town Planning Board finds that all of the conditions of conditional final plat approval have been satisfied and that the requirements for subdivision approval pursuant to Chapter 240 of the Town Code have been fulfilled by the applicant; and be it further RESOLVED, that the Southold Town Planning Board hereby grant final plat approval upon the map prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, dated August 16, 2006 and last revised on September 25, 2006, and authorize the Chairperson to endorse the maps, subject to the following: 1. In the event that the sale of the open space parcel to the Town of Southold is not completed pursuant to the approved subdivision map, this approval shall be rendered null and void. 2. The Town of Southold Building Department shall not issue building permits for Lot 2 on the approved subdivision map until the sale of the open space parcel is completed pursuant to the approved subdivision map and copies of ail legal instruments relating to the preservation of this land is submitted to the Planning Board office. Upon endorsement by the Chairperson, the mylar maps must be picked up at this office and frled in the Office of the Suffolk County Clerk. Any plat not so filed or recorded within sixty-two (62) days of the date of final approval shall become null and void. If you have any questions regarding the above, please contact this office. Very ~tr~uly~y~ours~/ Jerilyn B. Woodhouse Chairperson Enc. cc: Melissa Spiro, Land Preservation Coordinator Kieran Corcoran, Assistant Town Attorney Building Dept./Assessors ~ i®6 44 y ~ RESOLUTION 2006-686 ADOPTED DOC ID: 2074 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION N0.2006-586 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 9, 2006: WHEREAS, the Town Board of the Town of Southold held a public hearing on the question of the purchase of the property owned by FITF, LLC on this 9`h day of August, 2006, pursuant to the provisions of Chapter 185 (Open Space Preservation) and Chapter 17 (Community Preservation Fund) of the Town Code, at which time ail interested parties were given the opportunity to be heazd; and WHEREAS, said property is identified as part of SCTM #1000-9-8-2 and is located on Reservoir Road at Silver Eel Cove, Fishers Island, New York, approximately 500 feet from the intersection of Reservoir Road and Wintluop Drive on Fishers Island; and WHEREAS, the open space acquisition is for fee title of approximately f2.4 acres (subject to survey) of the 13.29 acre parcel that is located within the R-80 zoning district. The acquisition is subject to and contingent upon several conditions, including, but not limited to, subdivision of the R-80 portion from the existing MII portion, ZBA variances, rezoning of the MII portion to R- 40, and restrictions on the future residential structure to be located on what is now the MII zoned area of the property; and WHEREAS, this property has been offered for sale below fair mazket value to the Town of Southold as open space waterfront property. The purchase price for this open space acquisition is $770,000.00 (seven hundred seventy thousand dollars) plus acquisition costs. The seller may claim a bargain sale; and WHEREAS, the property is listed on the Town's Community Preservation Project Plan List of Eligible Pazcels as land that should be preserved due to its exceptional scenic value, undeveloped beachland and shoreline. The purchase of the acquisition is for the preservation of open space and falls under multiple purposes of the Community Preservation Project Plan, including, but not limited to, preservation and protection of open spaces and scenic values, undeveloped beachlands and shorelines; and WHEREAS, uses of the property will be limited to passive recreational uses in a manner consistent with the environmentally sensitive nature of the property; and WHEREAS, the purchase of this property is in conformance with the provisions of Chapter 185 (Open Space Preservation) and Chapter 17 (Community Preservation Fund) of the Town Code of the Town of Southo]d; and Resolution 2D06-686 Board Meeting of August 9, 2006 WHEREAS, the proposed action has been reviewed pursuant [o Chapter 268 (Waterfront Consistency Review) of the Town Code and Local Waterfront Revitalization Program (LWRP) and the LWRP Coordinator has determined that this action is consistent with the LWRP; and WHEREAS, as per Chapter 117 (Transfer of Development Rights) of the Code of the Town of Southold, Section 117-5, the Land Preservation Coordinator and the Town Board have determined than no Sanitary Flow Credits aze available from this purchase being that the property is located on Fishers Island; and WHEREAS, the Land Preservation Committee has reviewed the application for the acquisition, and recommends that the Town Boazd acquire the property; and WHEREAS, the Town Boazd deems it in the best public interest that the Town of Southold purchase fee title to the subject property for the purpose of the preservation and protection of open space, scenic values, undeveloped beachlands and shorelines; now, therefore, be it RESOLVED That pursuant to the provisions of Chapter 185 (Open Space Preservation) and Chapter 17 (Community Preservation Fund) of the Town Code, the Town Boazd of the Town of Southold hereby elects to purchase the property owned by FITF, LLC. Said property is identified as part of SCTM #1000-9-8-2. The address is Reservoir Road at Silver Eel Cove, Fishers Island, New York, and is located 500 feet from the intersection of Reservoir Road and Winthrop Drive on Fishers Island in the R-80 and MII zoning districts. The proposed acquisition is for fee title of approximately *2.4 acres (subject to survey) of the 13.29 acre pazcel that is located within the R-80 zoning district and is subject to and contingent upon several conditions, including, but not limited to, subdivision of the R-80 portion from the existing MII portion, ZBA variances, rezoning of the MII portion to R-4Q and restrictions on the future residential structure to be located on what is now the MII zoned azea of the property. The purchase price for this open space acquisition is $770,000.00 (seven hundred seventy thousand dollazs) plus acquisition costs. The seller may claim a bazgain sale as the purchase price is below fair mazket value. Town funding for this purchase is in conformance with the provisions of Chapter 185 (Open Space Preservation) and Chapter 17 (Community Preservation Fund) of the Town Code. Uses of the property will be limited to passive recreational uses in a manner consistent with the environmentally sensitive nature of the property. The proposed action has been reviewed pursuant to Chapter 268 (Waterfront Consistency Review) of the Town Code and the Local Waterfront Revitalization Program (LWRP) and the LWRP Coordinator has determined that this action is consistent with the LWRP. As per Chapter 117 (Transfer of Development Rights) of the Code of the Town of Southold, Section 117-5, the Land Preservation Coordinator and the Town Board have determined that no Sanitary Flow Credits aze available from this purchase being that the property is located on Fishers Island. EQr Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS) MOVER: Daniel C. Ross, Councilman SECONDER: Albert Krupski Jr., Councilman AYES: Evans, Wickham, Ross, Edwazds, Russell, Krupski Jr. `RightFax y/L1/'L UO'/ lU:ll:SU AM YAIiC. VULS/U1Z CdX Server ~ ~ - - - 80DTHOLD TONN PLANNING BOARD DECLARATION OP COVB?IlW'P8 l1ND RBBTAICTIOHB ! THIS DECLARATION made by PITF LLC, a Maryland Limited Liability Company, doing bueineea at 10055 Red Run Blvd., Suite 130, Owings Mille, Maryland, 21117, 6t° day o! September, 2007, hereinafter referred to ae the DECLARANT, ae the owner of ' ~ premises described in Bchadule °A" annexed hereto (hereinafter i referred to as the PREMIBS9) desires to restrict the use and enjoyment of said PREHI8S8 and has for such purposes determined to impose on said PRBMI9S3 covenants and restrictions and dose hereby declare that said PRBMI8E9 shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the SOUTHOLD TOWN PLANNING BOARD (hereinafter referred to as the PLANNING BOARD) for approval of a subdivision on 3.30 sore, split zoned parcel into two lots where lot 1 is located in the R-80 zoning district, equals 2.4B scree and is proposed T to be purchased by the Town of eouthold Por open apace purposes, and lot 2 is zoned r-4o and equals .B2 acres. The lot sizes were approved by zoning Board o! Appeals on December 14, 2006 (ZB File No. 5617). ~ 2. Ae a condition o! approval by Che PLANNING BOARD o1 the subdivision or development application, the DECLARANT covenants ae lollowe: a. There shall be no lurther subdivision of any of the lots on the approved subdivision map, in perpetuity. b. No changes to any of the lots lines without Planning Board approval. c. The proposed residence structure on lot 2 may be located at the owner's discretion. The owner shall seek such variances and other regulatory permits, as may be needed, either simultaneously with the subdivision application or at a later date, which authorize the placement of a two story single-family dwelling on the property. 'RightFax 9/21/2007 10:11:50 AM PAGE 009/012 Fax Server w I d. The height of the two story dwelling shall be limited to 28 Paet to the peek. e. The size of the residence shall be limited to the following: the footprint of the first lloor shall not exceed 1,296 square feet; prior to construction ~ oP said residential structure, the existing 1,296 square loot commercial structure will ba demolished unless used ae part of the single-family dwe111ng; the owner may construct an open covered porch to the 1,296 sguare foot first floor, however the porch shall not exceed 10 teat by thirty-five feet; the square footage o! the second floor shall be reduced by the square footage applied to the covered porch. f. The existing dock may 6e reconstructed and altered in accordance with regulatory permits. Tha said dock ie limited to tour (4) private residential slips. The dock shall not be used for commercial ~ purposes. g• No detached accessory structures are permitted on Lot 2, except ae may be attached and part of the ! total permissible square lootage o! 1,296 square feet. h. All storm-water runoff resulting from the development of any or all of the lots on the subdivision map shall be retained on site and shall be the responsibility of each property owner. z. Lot 2 ie presently cleared and was at one time used ~ as a co~ercia] site. To the extent applicable, ~ •clearing limite" pursuant to Town Code section 240- ~ 99 ( Cy states "Bxiating nativo and/or nonnative ! vegetation shall be preserved subject to the ! following limite of clearing": Tha limit of clearing ~ ie Sot on 40,670 equate toot parcel therefore 20,335 of of the vegetation shall be preserved. i I 'RightFax 9/21/2007 10:11:50 AM PAGE 010/012 Fax Server . i. j. No storm water runoff resulting Prom the development 1 and improvement o! any of the lore shown on the approved map shall be discharged into the wetlands and/or Fiehere Leland Sound in any manner i k. All driveways shall be constructed o! pervious materials. 1. All structures with impervious materials shall control and retain surface water through the use of gutters, leaders and subsurface dry-walla. m. Landscaping of lot 2 shall consist of native, disease-resistant and drought-tolerant plants. • n. The residential application of synthetic fertilizers and pesticides is prohibited on lot 2 as shown on ; the approved map. 3, All o! the covenants and restrictions contained herein shall be construed to be in addition to and not !n derogation or limitation upon any provisions of local, state, and federal lave, ordinances, and/or regulations in eliect at the time of execution o! this agreement, or ; at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 4. The aforementioned Restrictive Covenants shall be enforceable by the Town of Southold, State of New York, by injunctive relief or my any other remedy in equity or at law. The failure of said agencies or the Town of Southold to enforce the same shall not be deemed to affect the vaiidity of this covenant nor to impose any liability whatsoever upon the Town of 9outhoid or any otticer or employee thereof. 5. These covenants and restrictions shall run with the land and shall be binding upon the Declarant, hie successors and assigns, and upon all persons or entities claiming under them, and may 6e terminated, revoY.ed or amended by the ormer of the property oniy with the written consent of the Town of Southold granted by a majority plus one vote of the Planning board, after a pubiic hearing. 'RightFax 9/21/2007 10:11:50 AM PAGE 012/012 Fax Server Schedule A ~ D89CRIPTION OP PROPERTY DBCLARNiT: FITF LLC - ALL Ilo1 train p?ol.liaec or Inncl of land, wiVt the mtlJlep end beprovemeNt O,a•d1 oetk0. gtere. lylrm en1 ~ hc1110~Nbe- ,t~ at vielterr Island, in she TOwd of Boutboid, ciaunty o! Sultolk and 8tete o! Nep 7ork, balag bounded sad deseeibed es lollwar HBOINNYtU! ae a irwt pipo on the waaterly aide o! Rauernnir Road at the northsasteriy corner o! land nw or lereariy o! Niobaei Coliyez sad eeadre t7oilyas' ana the eouehaaetaYly comet o! the puaiat,eee hezoln darasi7oed~ rvrning thence alafg said weateriy aide o! Reoaxvoir Road the loilovitty liw. (y} oeursae and diataaceai (1} North $9~ L7' ODe Nast 3.06 !earl la) BoYth d7• ~9~ 00• Neat 6f .l9 Eeeti (3} North 7!1• d7~ 00• Neat 76.01 leetl (1) North o9. 17~ 00' Nast: 19$.90 laatl sad (5} North 37. 10' 00` Baat 394.;D lest to a brass marker and lead nor or tatwerly o! riaioo Etna eehool blatriaet ehaau qar~ da• 17~ 00• tlieat along acid Seed new or lormpsly o! fftdaa Y>;es 8chmi bieeriat a79 leer, more or lees, Co the 86c~Ye of Pishata isiaud eeuadr thenco is a general•eoethezly direotion along the Btwra.o! PSsLta;s seised 8oued sad later elaag the aboi+s liaa o! Bilva~e 601 Oovr ea shay t~otlf vied end turn 9]0 last core er lue to laud nor mr lormalCiy of Ml.ohaai Coiiyer and eandra CbliyaY !Scat eeatioaad abovei tbanee 11oYEh 60. 17r 00• Bast aitmg said last mentioned land ia7 lent uDte or lase t:o the westerly aide o! Rerecvoiz Roed and the point os place o! BBdINNIN6. 86LNA AND 11(i'Rl108D Ta BB Psresl. 7'hrce io ptsalase eonvsyed eq t'he party of the lint prat by deed dated N41 9e 1998 sad raeorded !A [fie SaEFo11e Cownty Glsck'a 0ltiae op 8eptesbee 10. 1996 la Liter 11791 pace iS3. ' r-... ~bo~~~ Town of Southold Erosion, Sedimentation 8 Storm-Water Run-off ASSESSMENT FORM ~a~F ~1 X° PROPEaTY tOCnTION: S.C.T.M. N: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1,000 q $ Q STORM-WATER, GRADI G, DRAINAGE AND EROSION CONTROL PLAN olstdct aedlon ~ Block lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark for each DuesUan is Required for a Complete Application) Yes No Will this Prolecl Retain All Slortn-Water Run-Off Generated by a Two (2') Inch Reinlall on SIle7 t/ a (This Item wHl Include ell run-0H created by site Bearing andor construction activities es wall as all Slle - Improvemenls and the petmanenl creation of Impervious surfaces) Does the Slte Plen and/or Survey Show All Proposed Drelnage Structures Indlcegng Size 8 Location? ? a This Item shall include ell Proposed Grade Changes and Slopes Controflirg Surface WaterFlowl - $ Will this Pro)ecl Require any Land FIIIIng, Grading or Excsva0on wham (here is a change to the Natural Existing Grade Involving more Than 200 Cubic Yards of Maledal within any Parcel? Q Will this Application Require Land Disturbing AGWIUes Encompassing an Area in F~rcess of ? Five Thousand (5,000) Square Feel of Gmund Sudace7 - ~j Is there a Natural Water Course Running Through the Slte? ? Is this Pro)ed within the Trustees judsdlclion or within One Hundred (100') feel of a Welland or Seach7 - s WIfl (here be Sile preparation on Existing Grade Slopes which Exceed Fifteen (15) feel of Vergcal Rise to ? One Hundred (100') of Hodzontal D{slance7 ~ - 7 Will Driveways, Parking Areas ar other Impervious Surfaces be Sloped to Direct Storm-Water Run-0H ? Into and/or in the direcUOn of a Town dghtof-way? - $ Will this Project Require the Placement of Material, Removal of Vegetation and/or the ConsWclion of ~ any Item Wilhln the Town Righbof-Way or Road Shoulder Areal - (Thls Item will NOT Include the Installation of Driveway Aprons.) g Will Uis Protect Require Slte Preparation within the One Hundred (100) Year Flootlplaln of any Watercourse? ? ? NOTE: If Any Answer to questions One through Nine Is Answered with a Cheek Markin the Box, aStorm-Water, Grading, Drainage 8 Erosion Control Plan k Required and Musl be SubmlHed for Review Pdor to Issuance of Arry Building Permltl ------------------------------------Yes No EXEMPTION: Does this project meet the minimum standards for classlficetion as an Agdwllurel Pro)eG7 Note: If You Answered Yes to this question, a Storn-Water, Grading, Drainage 8 Erosion Control Plan Is NOT Requlredl - - _-____~____A_l_-_-- i_i__--_~_______________________~_-__ STATE OF IIBC; M(.L Ssa L ~vKSC'tJS COUNT''YI/OF\ ..'....~~.~..Y..!.~.f'.'..~ SS Tha[ I, ~c(lhrl,k. v.~'..~lQC9!~!.5 being duly worn, deposes and sa}•s that he/she is the applicant for Permit, (Name o1 intllvMusl afpiir,g DorvmeM) And that Ile/she is Ute ~.f•.ln~ (Owner, Conlraclm, Agent, Corporate Owner, e1cJ Owner and/or representative oFUre Owner of O+mers, and is duly authorized to perform or have performed the said work and to make and file this application; Ulat all statements contained in this application are [rue to the best of Ius knowledge and belief; and that the work will be perforned in the manner set forth in the applicaiOn filed herewith. Sworn to before me This; day of...~.rl~............................ , 2017Q Notary Public............ . V (SlgnaNre of Applirar,I) FORM - 06!07 Jun 291210:19a Thomas Poland 660641320 p.1 I '~we2LLAoura ~ 'Cdep6osY8e76L1eBa . stR7sblimIIod• _ .~]OclU7'Q~99Cti . raeozu» i s„eotii,nr?mu~ X17, . i.' s>aann~s>o>~eirnrmrr ' 7+0'WPI~FSOUTHiOti~ APPIJG1T10N FOR ELECTRICAL INSPECTION Name: a Nio' 333q ~ 2c~v~J C~ No.:. o y ~ J08SiTE iNFORINATION: Ckrd~es aeRuf?ed infameti~on) 'Marne: F 'Address: ct Jy~ MCroes Street 'Phone Plo.: ylo • ,ZoS - 2ZO5 Permit Na.: 36N L2 Tax~Mep biehicct 1000 Section: tiloGc Lot 'BRfEF OE8CRIP170N OF WORK (Pleege Pant Orly) w,alt~x?U+J c~ ~~-e.~b ~Fca, R.v ' (Pl.a.. Cirri. All Ttue Apply) 'Isicbreedyfor#pparalore ~4~ Rou01+M Flnal 'bayou need a Tergr Cerltitcele: YES 1~ - Tetap MtfsmpNiort ' '9ervloa Slze: 1 Ptres 3Phase 100 tS0 200 300 350 t00 Otler 'NarServiee: Re~oora~set Undwgaui0 HManberor~letera ChenpedServtce OMerhe~ Atonal brlorrr~tiorc PAYItiBYi bt1E Wil'M APP!!~'~TO'JN sz;~+eair~riri~~onFoo ' Q _ _ - ~I~3I~ _ . - TOWN OF SOUTHOLD PROPERTY RECORD CARD r 9 - OWNER STREET VILLAGE DISTRICT SUB. LOT r NN~~ 1_- ~ i , Y .OtQQ ~R nWJU.I °L.QfI~?if~~ N ~ ~ E ACREAGE ~ ~ a~~C ctir~~l..~ ~n,r W ~ TYPE Of BUILDING ~"~l ~w~r~ 0. ~ Y RES. SEAS. VL. fARM O IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS _ r / ~ U ~ P ( Y ~ r . ~ _t..y..y ~I /o ao 0 ,,.G I 2u~ vo v ~ t !r / Z v f~+~ a~Fih . O.. f tl o f-0 5 AGE BUILDING CONDITION I NEW NORMAL BELOW ABOVE FRONTAGE ON WATER .fin O r Farm Acre Value Per Acre Value RO TA ROA ~ ~ 1. N G i~ Tillable 1 ji n 4~. ; F U H D 23 tj _ ~ /v ~ F ~ OQ~ Tillable 2 ~ ' ~ ~r7 N T i Tilloble 3 I Woodland Swampland Brushlar2!~----+ 'F ~ 1 House Plot A t v, ~ Total I T~--C~~ ' l - - - i y ~ ~i , ~ i i , i I, t. ~ ~!r! .i , . ~ ! ~ . , .-Li I A. Bldg. i ~ ~ z ~ ~ ~undation ~ ~ Both ztension ~ Basement ~ f1Ep Floors I xtension I Ext. Walls i~j~ i Interior Finish ~ r xtension ~ Fire Place ~ N(1 i H.eat j i ~ Porch; Roof Type ~ I Porch Rooms lst Floor Breezeway ~ Patio ~ Rooms 2nd Floor ~ garage Driveway Dormer B. ~ ~ I I I BUILDING PERMITfEXAAZINER CH fECKLIST *Date Submitted: Y' ,~/06/~ *Date Reviewed E~/06/~ Applicant:~UY.~Q1~~, ~ VQl~ VOOYIU S Owner: ~TT~ LL-~ r Architect/Engineer:~~ ' ~ ~ Estimated Cost• O (7, pp~~ ~ SCTM#1000-~_- 0___-_~'a- Snbdivision:__ Zone: ~ Conforming? Property Address: City: Pre COs? d~C~ Building Permits (Open/Expired): BP _-Z / C/o Z- ,Info: BP_ _-Z / C/0 Z-_ , tn[o: - BP -Z / GO Z- ,Info: BP = Z / GO Z- ,Info: BP -Z / C/0 Z Info Single & Separate Search Required? Y or N Determination: _ REQ. Lot Size: p d ba ACT. Lot Size: ~ RLQ. Lot Cov. ~D ACT. Lot Coy°. REQ. Front ACT. Front .,,3 ~ ( RIrQ Side ACf. Side RIiQ. Rear PROP. Rear REQ. Height IA~~,C,T. Height /L. ~,/f' ~ a p Project Descri tion: t,11u l 1~ .C ~/~YJC~ :nl~~n~~"1 Y U~C~ / _ Waterfront? r N? If yes, water body: S~ V~~~~ _Pauel# ~ Flood 'Lone: I3ulI<head/Bluff' Distance: ADDITIONAL APPRO ' LS RE UIRED ~ Suffolk County Healt ' or N - If yes, *Bed#: _ *Date:~ /~"Permit#:~~ To~eu Septic: 1' o~ - If uo, cerlifica .ion required: Y or N Received: Y or N By: ~ ~ _ ~ ' i ~ I Letter -Notes: _ NYS DCC: raE-ovcvi//in~`s or N -Date /i2lU 1 ermit l~: ~ ~ ~ Southold Trustees~Y~r N -Date: / b~ Permit S ~ or N.I Letter -Notes: SoutholdZBA:IYIorN-Date ~Z/(~~~~PermittJ: ~-Notes: g~~(J~ Southold Planning: Y or N -Date: /~/~~Permit -Notes: SI,~~Vi~fi Town Landmark C of A: Y or N D'1~Ii: ~ *NYS COllE Compl' ce (page 2): 1' or N Notes: ~ ~ 1 ~ ~On~t C ~ Gl: - _ - - - - - Fee Structure: Calculation: ~ / ~j / Foundation. _ _ Sl~ 1. (~9 / SF)- _SF)-_ ,~.SF X $ 0 7d=$ CX 9t0" ~I-/ First Floor: ~~SF +Liilial Fee: $ D ,~j~ Second Floor: SF + Additiona Fee $ Other: SF a. ( /~~SF)- b~SF)= SF X $ ~0 Total: _SF + Initial Fee: $~p, L7~ + Additional Fee ( )p: $ TOTAL: $ D o~~• t'/~ NEW YORK STATE CODE COMPLIANCE CHECI~I,IST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: i Grountl Snow Load: 45 Wind Speed: 120DiPIj _ Seisnuc Design Categoryi ~'?eathering: Severe ~ IP rost Depth: 36" _-/Termite: M-H ~ Decay: S-M / Design Temp: 11 Ice Shield Underlay: YES JFload Hazards: USE/OCCUPANCY CLASSIFICATION: ~ HEIGHT/FIRF" AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED RESCItH'TNE _ FULL FRAMING DESIGN ELEMENTS: ~~N HEADERS: Y/N WALL STCIDS: Y/1V GULDERS: YM CEILING JOIS'CS: Y/N PLOOR JO[S'IS: Y/N ROO1~ RA ~'1'ERS: F/N LUMBER SPECIES AND GI2A-D 1;: Y/N DESIGN LOAD CALCULATION : Y/ ' LIVE: DEAD: Y/N SNOV~': ' N SI~ISMIC: Y/N ~6'INIy: y/N INDOw Amy DooR ScxEDUI_E: n1lssl,r, TrsT Itry~trlrzl,ntl;~"r's~r EGRESS 5.7y~. +'.:C1~ty ~ LIGHT 8°/l`J I`i ~'EN'I' 4% /N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS:~'/N I'LL7I~113ING RISER DIAURAM:Q'/N LOCATION OF 1^II,~L PRO'I'EC"PION LQLIIPI~TI~N'I' ~ N TRUSS DESIGNJ~'/)N CERTIFICATION, YJN ENERGY CALLS ~/N TOTAL COMPLIANCE? Y/N (RETURN TO PAVE ONE) A~ DURLAND • VAN VOORH!S TRANSMITTAL DATE: April 17, 2009 TO: Building Department Town of Southold Town Hall Southold, NY 11971 FROM: Charlie Van Voorhis RE: Harvey-Curtis, Fishers Island, New York MATERIALS TRANSMITTED: Quantity Date Description 1 4/17/09 Building Permit Application with supporting documentation 4 sets 4/17/09 Permit Drawings Check 3933 4/17/09 Check 3933 ($500.00) Bldg permit application fee Check 3934 4/17/09 Check 3934 ~ 1 .00) Sneptic tank application fee THESE ARE TRANSMITTED las checked belowl: C - Yl~~~~0~~ ~ ~~L I ~rp, For approval Approved as submitted ROe\submi't_f copies S' ` `v^r\C?~ X For your use Approved as noted Submit copies As requested Returned for changes Review/comment Other COMMENTS: CC: Dixon Harvey Signed: Janet Harvey Jane Harvey Charlie Curtis A~ DURLAND•VAN VOORH! TRANSMITTAL DATE: April 29, 2009 D ~ 2 ~ pp 2 TO: Building Department v~ l5 U LS D Town of Southold MAY 4 Town Hall Southold, NY 1 1971 BLDG. DEPT. ATTN: Vicki Toth TOWN OFSDUTHOI.D FROM: Charlie Van Voorhis RE: Harvey-Curtis Cottage, Fishers Island, New York MATERIALS TRANSMITTED: Quantity Date Description 4 4/29/09 Nailing Schedule 1 7/23/07 Sub-division Plan THESE ARE TRANSMITTED (as checked belowl: For approval Approved as submitted Resubmit copies For your use Approved as noted Submit copies X As requested Returned for changes Review/comment Other COMMENTS: I have included an updated drawing with the nailing schedule and a copy of the subdivision plan which shows how the average setback was calculated. Pat Moore will be delivering a copy of the plan of the modifi and a stamped original of the septic system design approved by the Board o~ Ith by hand. If you have any questions p ease do not hesitate to call me. I will follow up with you next week to make sure that you have the necessary drawings from Pat. CC: Dixon Harvey Signedt ~l~ Janet Harvey Jane Harvey Charlie Curtis ' Pat Moore FITF, LLC 10055 Red Run Blvd., Suite 130 Owings Mills, MD 21117 VIA FEDERAL EXPRESS - 2 DAY DELIVERY p ~~~o~i~ May 4, 2009 D ~ AY 62009 Ms. Vicki Toth BLDG. DEPT. Building Department TOWN OF SODTNDID Town of Southold Town Hall Southold, NY 11971 RE: Hazvey-Curtis Cottage -Fishers Island, New York Dear Ms. Toth: Pursuant to your conversations with Charlie Van Voorhis, enclosed please find the original Health Department approval for the above referenced project. Please let me or Chazlie know if we can provide anything further. Sincerely, R. Dixon H. Harvey, Jr. Enclosure(s) cc: Chazlie Van Voorhis ~~boaboss\L'urs~k<~~yU(cll, oocumemno~aun~F'i~Mn IeIVtl1FITFMCIiy'v Spw-IV~.tloc FITF, LLC 10055 Red Run Blvd., Suite 130 Owings Mills, MD 21117 May 7, 2009 Ms. Vicki Toth Building Department Town of Southold Town Hall Southold, NY 11971 RE: Building Permit -FITF, LLC Fishers Island, New York Dear Ms. Toth: Per my recent phone conversation with Charlie Van Voorhis, enclosed please find a check for $321.40 for the building permit for FITF, LLC. Once issued, please forwazd the permit to me at the address noted above. Thank you. Sincerely, c~'ti-- ~'t~~ R. Dixon H. Harvey, Jr. Enclosure(s) ec: Charlie Van Voorhis ~ ~~~o~~ .D N1 AY 1 2009 BLDG. DE TT. D FITF, LLC c/o Black Oak Associates, Inc. 10055 Red Run Blvd., Suite 130 Owings Mills, MD 21117 May 4, 2011 LS ~ LS ~ l/ Town of Southold D Building Permit Administrator tdAY - 5 2011 54375 Route 25 P. O. Box 1179 BLDG. DEPT. Southold, NY 11971 rawr~ Df sourHOto RE: Building Permit #34660 Fishers Island Tank Farm Reservoir Road Fishers Island, New York To Whom it May Concern: Our construction has been delayed due to the economy and our buIlding permit is due to expire this May. Therefore, as instructed by your department, we have enclosed a check for $821.40 to extend the permit. We intend to start construction in the eazly fall. Thank you in advance for your assistance. I can be reached at 410-205-2205 and my e- mail address is dixon(n~,blackoakusa.com. Sincerely, , c~~Y'~ 7µ Dixon Harvey Enclosure(s) cc: Jane Hazvey Charlie Curtis (cIXelly Uavmm~tl Pxon\Fuhm LI 5Y RF\Fonn of6on~mld-IU.eL+o CME Associates Engineering, Land Surveying &.Architecture, PLLC 32 Crabtree Lane, YO Box 849, Woodstock CT o6z8t Phone:86o.gz8.7848 Fax:86o.gz8.7846 December 19, 2011 Southold Town Building Department Town of Southold Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Re: Permit #36422 FITF, LLC Reservoir Road Fishers Island SCTM: 1000-9-8-2.2 To whom it may concern: The foundation for the new dwelling has been constructed and I am forwarding 3 copies of our survey showing the final location. Please contact me if you have any questions. Yo , Richa H. trouse, P.E., L.S. Director of Private and Commercial Development rstrouse@cmeengineering. corn DEC 2 3 2011 D BLDG. DEPT. TOWN OF SOUTHOLD CME CME Associates Engineering, Land Surveying & Architecture, PLLC 3z Crabtree Lane, PO Box 849, Woodstock CT 06281 Phone:86o.928.9848 Fax:86o.gz8.7846 AUG _ 6 2012 D July 24, 2012 6f DG. ~ Pi. i0'JJIV Of ~OUihp~p Dixon Harvey Black Oak Associates, Inc. 10055 Red Run Blvd. Suite 130 Owens Mills, MD 2117 Re: New residence- Fishers Island Dear Dixon: Enclosed are copies of our final location plan for your new residence. The Health Department will need 3 copies of the 11 x 17. The rest are for you and the Building Department. Good luck with the CO. ours t y, Richa H. Strou e, P.E., L.S. Director of Private and Commercial Development _ - . CME FITF, LLC c/o Black Oak Associates, loc. 10055 Red Run Blvd., Suite 130 Owings Mills, MD 21117 VIA OVERNIGHT NOON llELIVERY August 3, 2012 Building Department D ~ Coo ~ ~ Town of Southold Town Ha? Annex AUG - 6 2012 54375 Main Road Southold, NY 1]97] BLDG. DEPT. TDW~ DG SODiHOLD RE: Certificate of Occupancy Building Permit #34660 FITF -Reservoir Road Fishers Island, New York Bear Ladies and Gentlemen: Enclosed is hopefully all the documentation necessary to secure the Certiticate of Occupancy for the above referenced project. Specifically, please find: • A completed application for Certificate of Occupancy; Copies of the final location plans for both the Health Deparhnent and Building Department; Application for Electrical Inspection by the electrician, TPI Electric; o A sworn statement from the installer of the septic system (AR Grebe d/b/a llick's Garage); o A sworn statement from the plumber, Tom Kavino; • A certificate of code from the architect; and Copies of the checks for $I50 for the electrical inspection and $SO for the Certificate of Occupancy. (The checks were inadvertently scot out separately on July 19,'LUt2j. '!'hank you for your help. Ylcase contact me either by c-mail (dixonnhlackoakusa.co~n) or phone (4I0-205-2205) if there are yuesHons or follow-up we need to attend to. Sincerely, (~c.-`~. Dixon Iiarvcy Enclosure(s) 1. I11~Af .tx ~~kdh'.Kill 1 I: D~r~~n\V 1 I td ~I l'1~1'0~~ I I lu ili_ie'.: 4' Aug - ~ 2°',2 ~ ~ / u -'1 - 8 t ~ ~t ~ 1~ ~ ~s ~j ~ q g ~ L ~JncG/~ ~ ~ I ~ 3 ~ ~ ~ ~ a~ L ~ ~ ~ _ I _5~1~t' e LI h~ ~2GiN ~g~ \ - \ ~ / ~ l ~ ` 1 ~ ~ c~lr~~~ r i ~~~reunG,~ ~x ~ ~ ~gc ~~~=11~y K~SiC~~ll~'-~~ Nl~' ~~,i~ Nov 14 2012 12:03 HP FaxB Utility Co 631 788 7798 page 1 Fishers Island Utility Company P.O. Dravrer E Fishers Island, NY 06390 631 788 7251 Date 11/14/2olz TU, Building Dept Attn: Gary Fish # 631 765 9542 From: Bob Wall FAX f# 631 788 7798 SllbjeCt BF 36422 FIFT LLC- Gary, I inspected under house insulatign thi morning. It is set for C.O. Bob Number of pages including this one 1 1~~~~-~ ~ D ~OV i i ~ E1 DG. DEPT. TOWP: pf ~OI~iHptD ~o~~pF SOUIyOIo Town Hall Annex y Telephone (631) 765-1802 54375 Main Road ~ Fax (631) 765-9502 P.O. Box 1179 Southold, NY 1 1 97 1-0959 ~ ~O ~1y00UNTy 0~ BUILDING DEPARTMENT TOWN OF SOUTHOLD December 3, 2012 FITF LLC, Black Oak Assoc 10055 Red Run Blvd, Suite 130 Owings Mills MD 21117-4860 Re: Reservoir Rd, Fishers Island, NY SCTM #9.-8-2.2 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00 al Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4N 184) Trustees Certificate of Compliance. crown Trustees n ~6s-~asz> Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 36422 -Demo and New Single Family Dwelling PATRICIA C. MOORE, ATTORNEY AT LAW ~I /I~T~~® 51020 Main Road d~~ Southold, NY 11971 LETTER (631) 765.4330 email; pcmoore@mooreattys.com ~ 3 Date ~ 1 G 1~~ ~ ~ SDb,9Ct \-c ~ L ~ C, ~~-1~P~~ SJ,Q ?cl ~ Gv~- ~ _ f ; - ~ I _ ~ .~j I ' AUG 1 ~ 201 _ _ _ .....SIGNED ? Please reply ? No reply necessary ~9 ~ ~ I ~ i m a3 U ~ ~ ~ ~ ~ 1 ~ / ~ ~ <8 I J U l/] U € Y 1 ~ Wis. n.N PAn / A~ G ~ L, z9y I ~ \ I ~ ~ 1 ..ICI _ _ _ _ ~ ~ _ E ¢ ¢ E ~ 3 \ xISDEG JYRi50SiUxLL RDJXb!!! LOT 1 ` , V , \ AS pEiERYWED H! NYSDLL fi/le/01 N/l Y]NyYplr ~ ~1 I 1 H F _ tlOx I / Fi ~ S ~ rowN of sourNOLD ~ ~ ~ ~ ~ x I U i vacaNr uxo' 1 1 ~ AJ N co 3. ~ 1 '~X\~ ~ A- 365' C 39C ~ 1 A 5 B, 2i3' L 1 Fa 19. E' H- 29.0' AvvxOZ. Casio EROSiox xwflD LwE qP`~ `.b Q - - vER consiu Ewsvrr lw.wo ARU uLV M 7 U ram or sWnua: surmlz Doom. ~ LOCATION MAP SCALE 1 ~=400' Lw ru : Pxoro No. -1 es-as ) m w-n or .e: e/z9/ee e'~~ ~s 2~P ~ R IIEG®I~S -'ydJpM1, \ ~ 1.1 SrMAy1LD SVBDMSZIX RAN PRfP4iE0 rCR nlr, TLC: RESERIaR Ra.D: ~0~('1-'t~ WNVUExr rr5NER515VM0. NfW YORIt: MIE: OB/16/20J8: SCILE: t'-.0': SNfEr r a •J\t N/% % R L; CIE A550CN1E5 ENfix[EFNL. WID WIMYWG t A1MXlECtVRF~ ftLL A~w~. UWis Of ~ Q NORWEX. Ci. iwlos ~ RICiNRD 34RTEL5 E vER~PIEO R~r i. ia~sr ' / z $waf ~ +a~mcc Q'3~{ 40 z.) srtE vLUI vREVAIED EOx Nrt. LLC REYMVIR RMD rSNERS Iswo. Nfw ..o oxsusi pl y ~ \ ~ L.rx+u ..ra ~ rax. wrf os/+z/zW2 scNE: 1 _w' sNEEr r a 1. RENSYJN$ Iro.. S ti { r$Q1 / / tl/O$/2WB REVSF? pS? i0 WEIVNfS RXS CRE .L55CCMlES EMLMEEPoNG. ux0 sLwNE.wD : ARCWIECIVIE. PLLC. rCC',, \ \ ~ y \ 'DE 8 sous 1 c ~ /~-4Y • / / r.) rws sum~Er vlws vREVUCO tox rNf vunES wD vuRVOSE nOrwrEn / / I 1 tiff. ;`al't\_J XERFW. AN! EYlE16lRl Cf ME USE BEYIXiO IYf WRPoSEO I:AEEO t0 ) BETAEEN rxE LLExr MM ixE SURVflCR E%CEEDS ixE YAPE a lxE `L.~e OEOTAIL [~weEUELrt \ ~ I ~f \ ~ ~ / / 2.) n 5 A VKKAICN a Mf sulE EalCArpH LAw roR µrt vERSCx, uxlfss OEAtx / ~t / `N N `r ~ \ ~ IINCFA 'NE WECPa1 a A UCpsED IANO SVRrMCR. LO ALTER µ ~I I \ ~ / x) axLr WPlfs pf rns suRUfv x•RNED xml rxE wm suMroR's t\ 1 ~ ` `i Q ~ / sawruRE uu ,w ORxvwL ExeassEO OR rz scsL .m mE PROwcr ov / / ~ ~ V N/F rxE IAND SVMEYDR. / ~ ~ fM1 4 ~ MARTHA P. UTCH ~y, J J ~ /SINGLE FAMILY RESIDENCE WoROIxArt DSeANSS weE uEAaafo ENaY u.s. WLSr uro CEOOfrIC ao ' ~ \ / Q suR9fY rRwSUUrgx sumx vRas• ' /`I// ~qz MUNICIPAL WATER k S~ / _ ) \ ~a~ `-f ` ON slrE SEPTIC 5) vrt 5 Ix mE rarx a sOUrNOLO. Caxrr Or SurmLZ rlJl wn looo ~ o o ,r`iA'Bl \ ~c ,1 sECnaN o09 eLOCx a Lai z. J a s~~ ~ a fi.) roru RRU - o9s: ACRES. o ° J a: a z sb to r a ~ 5 g,,. ` \ roE 4 r'~ 3 0l \ \ slrE a LocrfD w aaa zor¢. aV a ~ J \ °'t` ` EirGE \ & S Or LOr CNTAWE PrtOPpsEO EOfl 1Di IH R-t0 ZOM WILH A BVILDIBLE o rc ~ \\~a ~ c~.~ D/za/z. J \ ARU a ze NaD m. n. azz (eaLnxc. mRCx n srESS - lrso so n.7, a ° ~ ~ ~ X~ ~ ~ ~ D ) ~ - ~ ~ Exlsrrw B1RLDwf (ro az REUOVeO) - nzs so. n. fx5nxe x a wT I\ / / I3Da 9J GnCR nir. LLC C/D WICK FWhEY a ~ a.•tz Ouc Assocwrfs, we x~, ~ ~ moss uo xux aLw_ wRE Ix _ ` Ngky. bdINLS uRLS, uD 21115 //y/~\ \ I ~ . ~ ' ~ \ ~ ~ tOJ PfR rbM1 Or SW11gLD ZpN1G REWUP011 2B0-t0.-A {FONT xARD 5 ~ 'C / \ / e~~~` z,'3di'-. ae sxam rs Asswr.E ar EsrsnNC eullnwss rnrNrl wo' - .x' (sEE aa..o- Lxns ~ J' v_ ~p sv9amoN nAN) 1B / ~ 1J I1) SI1E 15 SER.ICED RY MLWICIPK W/.2R .wD Ox 4R SEW/4E psWY1 or Elmo zoxE v< IEt ) ~ ~ ~ ~ ,P v[N Mx vµ[L t9 ~p ( \ \ \ M1FY. ~ ~ %Y 12J 8.5E rOR LE`hLS: N4V9 1928 1 ~ ~ \ ~ e nOrc suwE sJ-\ n \ x \ / \ ~ /u N ,~Q ~ 48si ~ c i I nuns Or ia,l \ \ LOT 3.a o, 1`2 s ~ lo„ N/F r~ o RE11""" eI c nui%oi - ~ JANE HARVEY & CHARLES CUR715 \ \ m I ~I xrsoEC ac. , fi ~ \ _ / ~ \ swag rAUx. RES1oExrF sfvtt sniEU E - } I I d' ~ ~ I ~ ,wwcwu wA2Ea ~ s ~ _ ~ o ~ ~ ~ ~ ~ II ~~Q~ a i ~ - L(YI2 '~~9N ~ g. ~ NIP ~ xD, _ N°~ FITF. LLC 00,610c5Q. FT. 0.9Jt ACRES R .4ea landxaN urCouwl ~ _ ' @oalDn Hazad Gne & 4DprOn.Netlnnde Line ~ - yzaanDzsq_n. ~ 0 rrsxn - sn.vrn eE~ covE N/r Na„ aR ~RxEaL. - ` = _ sF sOaARE reEr oarE:J Iz/zl/zoi~i scALE- I' = aD' OUPLITY CO_NiROL CERPFICAiION LRDUG RENEIKD MIE sam vex I wx~ N _...[vrauu[x._~_ _ A tD H ~F -r _ ' ~ Permit ri Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Harvey-Curtis Cottage Report Date: 174/17/09 Data filename: Harvey-Curtis.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Reservoir Road FITF, LLC Charlie Van Voorhis Fishers Island, NY 06390 10055 Red Run Blvd Dudand -Van Voorhis Architects Ownings Mills, MD 21117 628 Pleasant Street 410 356-5820 New Bedford, MA 02740 508 993-6567 cvanvoorhis ®dwamhitec[s.com . . r... Ceiling 1: Cathedral Ceiling (no attic): 1296 37.0 0.0 36 Wallis Wood Frame, 16' o.c.: 1673 30.0 0.0 67 Window A: Vinyl Frame:Double Pane with Low-E: 45 0.340 15 Window B: Wood Frame:Double Pane with Low-E: 16 0.340 5 Window C: Wood Frame:Double Pane wkh Low-E: 5 0.340 2 Window C: Wood Frame:Double Pane with Low-E: 5 0.340 2 Window D: Wood Frame:Double Pane with Low-E: 5 0.340 2 Window E: Wood Frame:Double Pane with Low-E: 16 0.340 5 Wintlow E: Wood Frame:Double Pane with Low-E: 16 0.340 5 Window E: Wood Frame:DOUble Pane with Low-E: 16 0.340 5 Window F: Wood Frame:Double Pane with Low-E: 4 0.340 1 Window F: Wood Frame:Double Pane with Low-E: 4 0.340 1 Window F: Wood Frame:Double Pane with Low-E: 4 0.340 1 Window F: Wood Frame:DOUble Pane with Low-E: 4 0.340 1 Window G: Wood Frame:DOUble Pane with Low-E: 11 0.340 4 Window G: Wood Frame:DOUble Pane with Low-E: 11 0.340 4 Window G: Wood Frame:DOUble Pane with Low-E: 11 0.340 4 Window G: Wood Frame:Double Pane with Low-E: 11 0.340 4 Window G: Wood Frame:Double Pane with Low-E: 11 0.340 4 Window H: Wood Frame:Double Pane whh Low-E: 4 0.340 1 Window H: Wood Frame:DOUble Pane with Low-E: 4 0.340 1 Window H: Wood Frame:Double Pane with Low-E: 4 0.340 1 Window H: Wood Frame:Double Pane whh Low-E: 4 0.340 1 Window H: Wood Frame:Double Pane whh Low-E: 4 0.340 1 Door 1: Glass: 19 0.800 15 Door 2: Glass: 19 0.800 15 Harvey-Curtis Cottage Page 1 of 2 >r Door 3: Glass: 19 0.800 15 Door 10: Solid: 19 0.500 10 Door 11: Solid: 19 0.500 10 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 1296 30.0 0.0 43 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted wkh 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 hi(s/her\knowledge, belief, and pro^fessional judgme\nt,/ such, ,plans or specifnica_tions are in compliance with this Code. ~F~A.1.IF.Vb..JUfY]L.6~1,5 V()tL1w4+.Jb-V~+JVOD(LL4lS /~iL(~I~l'(L ~ ~ ~ Builder/Designer Company Name Date P~~1 C ~~`~71N V RLE3 yi~~ 025717 ~j~~F NEW y0 Harvey-Curtis Cottage Page 2 of 2 RETAIN STORM WATER RUNOFF DO NOT PROCEED W1TH ~ JNoERWRITERSCERTIFICAit PURSUANT TO CHAPTER 236 FRAMING UNTIL SURVEY ~J = ~ o REQUIRED OF THE TOWN CODE. OF FOUNDATION LOCATION ~ ¢ = c~ ~ Z " o z OCCUPANCY CP HAS BEEN APPROVED. °w ~ ~ ~ ~ ~ ~ ~ ~ m w ; s3b~ g& n„ v W Wt- ~o USE IS UNLAWFUL HARVEY-CURTIS COTTAGEa~\~ a~L~ zo-~~°° z~~ WlTHOUTCEn~IF~C;>~-1_ o m m~ ~~oZ ~.,Z~~~ ° OF OCCUPANCY W O W~ ~ ~ u o LL ~ z'-~zo~ ~ ~c~i°OZ~ o~C,~~~Q?o~LLZOO~~zwc~ p„ ~ ~ N (7 W F- Reservoir Road, Fishers Island, NY a h m = ~ ~ ~ N ~ a' C7 J ~ O Z W F- O W ~ LL pm 30 ~~~=QC7O~~Z ~ N H w0"'Jp OO~Z Wm~C7¢v7 ~ O LL Z n W r (V M~ Q Q O} p ,yJ a LLI Q } Z O c m U H N ~ ~ ~ U ~ ~ Z - ~ N~N N I.J. ~ - Q i. a_~a ewn by MH McMW by CVV BRED qqC .~~o~~,~. CERTIFICATION OF CCI, rLY v .-Fi ALL CODES OF 'Sig, NAILING & CONNECTIONS April 17, 2009 NEVV Y~~_.I~ 5'r, ~ ~ TOWN CODES NHARLES PLUMBER CE;?TIFICATION REQUIRED. ON LEAD CONTENT BEFORE AS REC,J~RtG AN" CONDITIONS OF CERTIFICATE OF OCCUPANCY - * covER '~LDTOW'NZE~F SHEET ~ SOLDER USED IN WATER Apt CON., FRl ' i~ .J SI{qLL .1~_ a ~ ~~IOLi Tn~NN PiP,NNING BOARD N~ SUPPLYSVSTEM CANNOT r~,cET THE R~C~UI4EME'~, , a of THE o2s~1~ Q~ ~ 'r" ~ _ 50, ~HO~~?;WNTRUSTEES ~~`~~F NE`~~~ EXCEED 2/10 OF 1 % LEAD. {~CbES OF NEGd 1'.:);,;~ STATE. PLUMBING r.~- Iv.`/.S. DEC ALL PLUMBING WASTE G-O.O 8 WATER LINES NEED TESTING BEFORE COVERING N ~c ~ ~~i z > ~"E°'_ ~ 9~E~ pF Z F S MATERIALS KEY ABBREVIATIONS LIST OF DRAWINGS F 0 CONCRETE ABV ABOVE LVL LAMINATED VENEER LUMBER G-0.0 COVER SHEET UJ ACT ACOUSTICAL TILE MAS MASONRY G-0.1 ABBREVIATIONS, SYMBOLS 8 DRAWING LIST ~ AFF ABOVE FINISHED FLOOR MAX MAXIMUM 1 M 1 SRE PLAN 8 SEPTIC PLAN H 0 FINISH LUMBER ALT ALTERNATE MECH MECHANICAL L-1.1 LANDSCAPE PLAN ARCH ARCHRECT(URAL) MFD MANUFACTURED A-1.1 FIRST FLOOR PLAN ~ ® FRAMING LUMBER BS BOTH SIDES MFR MANUFACTURER A-L2 ROOF PLAN BLDG BUILDING MIN MINIMUM A-1.3 FIRST FLOOR PLAN- REFLECTED CEILING Q_ BLK BLOCK MISC MISCELLANEOUS A-2.1 EXTERIOR ELEVATIONS ~ WOOD BLOCKING BLKG BLOCKING MTL METAL A-2.2 EXEERIOR ELEVATIONS BLW BELOW NIC NOT IN CONTRACT A-3.1 BUILDING SECTIONS 0 PLYWOOD BM BEAM; BENCH MARK NO. NUMBER A-0.1 WALL SECTIONS BRG BEARING NS NEARSIDE A$.1 INTERIOR ELEVATIONS BRK BRICK NTS NOT TO SCALE A$.1 DOORSS WINDOWS PLASTIC TRIM BSMT BASEMENT OC ON CENTER(S) S-0.1 STRUCTURAL NOTES BTM BOTTOM OPG, OPNG OPENING 5-1.1 FOUNDATION PLAN BTW BETWEEN OPP OPPOSITE 5-1.2 FIRST FLOOR PLAN-FRAMING BW BOTH WAYS PL, P PROPERTY LINE; PLATE S-1.3 ROOF PLAN -FRAMING O S'L@ CLG CEILING PLAM PLASTIC LAMINATE 5-2.1 FRAMING DETAILS , , 1 C, C CEMER LINE PL PLASTER E-1.7 FIRST FLOOR PLAN-LIGHTING 8 ELECTRICAL LLJ CL, CLR CLEAR(ANCE) PNL PANEL f n CMU CONCRETE MASONRY UNIT(S) PR PAIR v CONC CONCRETE PTD PAIN7EPRESSURE TREATED L CONT CONTINUE; CONTINUOUS PVMT PAVEMENT r Z SYMBOLS KEY CONTR CONTRACTOR PWD PLYWOOD 1 CPT CARPET OT QUARRY TILE ~ ~ CT CERAMIC TILE REF REFER(ENCE) O C DIA DIAMETER RED REUIRE(D) fd DIM DIMENSION REV REVISE; REVISION ' ` fA e DN DOWN RFG ROOFING v N FLOOR ELEVATION SYMBOL DTL DETAIL RM ROOM CODE SUMMARY (n ~ DWG DRAWING RMV REMOVE ~ WINDOW TYPE EA EACH RO ROUGH OPENING ~ ~ WINDOW SYMBOL EL ELEVATION R/S REINFORCING STEEL ~ ELEV ELEVATOR RES RESILIEM EQ EQUAL RVS REVISE EQP EQUIPMENT SCH SCHEDULE USE'. R-SINGLE FAMILY RESIDENCE Y- 000RNUMBER EXG EXISTING SDG SIDING ~ ~ DOOR SYMBOL EXP EXPOSED SIM SIMILAR HEIGHT: 20 FEET 0 EXT EXTERIOR SPEC SPECIFICATION I 1 FDN FOUNDATION STD STANDARD AREA' ~J DETAIL NUMBER rv FG FIBERGLASS STL STEEL HOUSE 1,296 SF maz sf ~ FFE FINISHED FLOOR ELEVATION SUS SUSPENDED PORCH 350 SF maz sf } ` INTERIOR ELEVATION SYMBOL FIN FINISH SVM SYMMETRY; SYMMETRICAL O w mi a FL FLOOR TSG TONGUE 8 GROOVE CONSTRUCTION TYPE: SB -WOOD FRAME UNPROTECTED FLG FLASHING THK THICK ~ DRAWING NUMBER s FTG FOOTING THR THRESHOLD THE DESIGN HAS BEEN ENGINEERED N FUR FURRING TOF TOP OF FOUNDATION TO MEET THE FOLLOWING STRUCTURAL LOADS'. I..L DETAIL NUMBER GF GENERAL COMRACTOR TVP TYPICAL r.r_ L ~iM GWB GYPSUM WALL BOARD /SKIM COAT PLASTER UNF UNFINISHED LIVE LOADS: Q " BUILDING SECTION SYMBOL HDW HARDWARE VERT VERTICAL 60 psf DECK HOR HORIZONTAL VIF VERIFY IN FIELD 30 ps(SLEEPING ROOMS DRAWING NUMBER HT HEIGHT VIN VINYL 20 psf ATTIC HVAC HEATING VENTILATING&AIR CONDITIONING V7 VINYL TILE 40 psf OTHER AREAS DETAIL NUMBER INCL INCLUDE(S); INCLUDING W/ WITH 20 psf ROOF INS INSULATE(S); INSULATION W/O WITHOUT ~vm INT INTERIOR WD WOOD SNOW LOADS: + DETAIL SYMBOL LLC LEAD COATED COPPER WWF WELDED WIRE FABRIC 20 psf GROUND SNOW LOAD A101 Ce=1.0 DRAWING NUMBER CT=1.1 1=1.0 15 ps(FLAT ROOF SNOW LOAD LATERAL LOADS: WIND LOADS -DESIGN WIND SPEED 120 mph EXPOSUREC DESIGN IN ACCORDANCE WITH ASCE-7 m~e Ac~i +n zo°° awe ni imo-.~m e~w~o-y NH Z , ~re~wae ny cvv ~~AED ARC ~,~5 CHARLESy~~~ n.,a~d,~e d V R IS O iSf Symbols, • 025717 OQ Abbreviations ~R~F NE`s `l 8 Keynotes G-0.1 8 ~ ~ ~ ~~v ~ ~ ~ G ~ ~ ~R ~ ~ ~ ~ ~ ~»c c ~ ~ ~ - i , on s T ~ ~ ~ W . _ 0. ` N -EXISTING WPTER k\IN ,~yr xu 1 ~ N 1 ounEl xvER~ D ux.- ~ ~ 5~ ~ ~ ~ . '.A 1 ~ ,,,1111"' T ~ ro~ N a msofc mw5olcnowL eol,HOnm l0 1-oT °1 - ~ ~ '/'F ~~s ~ ~ ~ ~ ~ V ° k we ofriRM~Nm arxrsofc 6/r~Ye1 NF ~ ~ ~ ~ A' € £ ~ w ~nWN r)F 50111 HttLU ~ ~ ~ I ~ ~ .r Q g ~ VACANT LAND" - ~ ~ f 1 .~•V W ~ ~ ~ ~ z w A t A o y _ P-R m _ ~ \ ~ ~u \ V ~ P~ ~ ~ VL ~ ~ m Aapapx. coASrulwsroN xzAao uxE A6 $ w O PER GMSTAL FA05KM' X~IAp AREA IMP x\ p• - rOWx Or wumOln: $I)iTOUC courm. xEW roRK; PHOrO NO ?{~11~5-Bd / SNEET /9-il Of 491 H/39/69 ~ ~ ~ ~ pa ~~M1~~w ,NEE gvol ~ A ~ LOCATION MAP SCALE 1"=400 urPnoX. ours w~ O~ ~ N/F 'ka R P1dN F^UV,c~LO erU`" j" ` RICHARD BARTELS \ O Rmm er c. run ~ \ ~ sxl~ R Ls~RESaxa H~ k ~O ~ - 1.) sTaepaqu sueDlvlsoN PIAN PREPARED FDR VuF, uc; yu.c. caxsuulxl: a ~ u11NapAL NWTEB p _ _ RESERVOIR ROAD: R$HER$ 6tAND. NEW YORK; PATE: 06/16/2006: oP/OT/Oa - ~ _ PJ - 1 l SCALE Y=40'; SHEET 1 OF 1; CME ASSOCIATES ENGINEERING. LAND , P~Lp ~7w roc ~ C SURVEYING d: ARCHITECTURE, PLLC NORWICP, CT. ' ~ / I IRON C 1 v\ pIPE .>V t~~C G I Box i 'e ~ c._ o c / \ / _ _ I I I ! i ~ n 1 - x I ~ I wlcw n~ em ~ DETAIL - N4II5 casBic S / NFA j ~ sLP;,; / I ~I 1.) THIS SURVEY WAS PREPARED FOR THE PAR?ES AND PURPOSE Bfncx I ~ \ x I'- 1 ~ \ _ _I INDICATED HEREON. ANY E%TEN$ION OG THE U$E BEYOND THE / PURPOSED AGREED TO BEMEEN THE CLIEM AND THE SURVEYOR I F.m® ~ O ~ / / / FMHINC POOI pENJI EXCEEDS THE SCOPE OF THE ENGAGEMENT. / FF p ¢~~lyp 1 r ~i. \ N/F + 2.) R IS A VIOLATION OF THE STAif EDUCATION lAW FOR ANY I ~ ~ / F ,Klk, MARTHA P. LTCH PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED I / ~ O _ _ ~ SINGLE FAMILY RESIDENCE - uND $uRVEroR. ro ALTER AN nEM IN ANY wnr. d • • ~ Ar w ~ ~ MUDN ISITE SEPTIC ~ r~ I 3J ONLY COPIES OF THIS SURJEY MARKED W(rH THE IANp ncc x SURVEYOR'S SIGNATURE AND AN DRIGINAL EMBOSSED OR INK SEAL Y 1 t A~-' \ / e B ARE THE PRODUCT OF THE IAND $URJEYOR. O 1 ~~41 `o._ ~ \ ~ \ J 1 ~ D-~ 4.) COORDINATE DISTANCES ARE MEISURED FROM LL5. COAST AND ~ U ~ a \ ~ ~ ~uJ s \ ~ csoDErlc suavEY TRIANCUUnoN sTAnoN ^PROS° ~ o J ~ z ~ ~ ~ s ~ p~° ~ ~ s.) sTE Is IN rHE TowN of sourHOLO, couNTr of suFFOLK rax ~ ~ ° / - - \ ro@~- ~r,.~ , x MAP 1000, SECTION 009, BLOCK 8, LOT 2. ~M < ly ~ 'C / U„/~. OTAL AREA = 093f ACRES ti ~ 1 1 1 ~ / PJ.ON z) sTE Is LocATED w u.rl zaNr- i / / ~ / ~ / H x`~ ~ ~ W ~ eR e.) z of LoT covERAGE PROVOSeD FDq Lor m R-ao zoNE wIm ~ L lF1OO6 ~ ~ f0 sr - 1 A BUILDABLE AREA OF 26,400 50. FT.= 62S (BUILDING, PORCH d: ~ ~ 4P. ~ s/~ G ~ STEPS 1/50 50. FT.). EXI$nNG BUILDING (TO BE REMOVED) = ELEV v U+115 \ \ \ ~u ac s s/ rs I 1125 50. FT. IXI$TINC R OF LOT COVERAGE 4R. of FE000 zdE e[ (fE 1]) 9J OWNER: FITF, LLC PEP FIR4 PAVEL 19 \ ~ dAIN L1NN \ \ ~ ~ I'~ C/(1 PATRGA C, MDDRE, E$O. R \ Icxa y,) 1 co 51ozo MAIN RanD sTauE SEOPf cis ~ T \ \ / ~ Ibl ~ II sourHOLO. N.Y. 115]1 "x• ~ ~ _ zs: 1I ~ N -/FI I 631 /es a30 y, ~ `X ~ ~ ~8 ~~~'~-7~~ to.) v[q TowN of sourHOLD zoNINC RECUUnoN zeo-l oa-A G/ 4 ~ ~-I FRONT YARD IS SHOWN A$ pVERpGE OF IXISPNG BUILDINGS WITHIN E I T / ~ ~ ~ ~ - s~ a T 300 = 36' (SEE $UBDIVI$ION PLAN) r 1 CROSC c_ECTION uu115 or nwL ~ ~1 S 11.) STE IS TO DE SERVICED BY MUNICIPAL WATER PND ON SITE wE1LW05 As inolarE9 ~ SEWAGE DISPOSPL SYSTEM. ar c. pAMILroN, ~ 1 1000 JI1 ON } NISDEC DEC. 1J. 2006 ~ C ~ ~ T \ 2 COMPARTMENT 12J BASE FOR LEVELS: NGVD 1929. o ~ , \ i~~~ ~ yuneE No LOT 3.4 SEPTIC TANK - k ~~y ~ N~ I GocK A aANO calsmsrw JANE HARVEY k ~ _ ' .\l~•+ CHARLES CURTIS TEST Nn>: uau ' LOT2 • wnNfssfo Rr: R¢xPn9 x. smousf v.E., Es. N:F ~ SrPCIE Fru1Lr RESIOF]ICF Pnomoxu wrA Pnw Bwnxc ar cuclEfl 9RIUlNC lEfiQ1Q rc - I. FITF, LLC - 2pnc smEM A ~ Ifld PIPE LH 1] n/oA/ce FF FlRST FLOOR a ANEA 1N MO LONE: ~ o'- z4' savor Ou JU.6](L 3Q. Y T. ~ a'-]1' TOVSaL EIEV ETEVwrwN - (1.5ii ACRES ]I'-fi6• SAVOY SUBSOIL- 5k sF $OUME FEET fi6'- 9' $A4pY TILL W/ BdImERS - $M IVCa sndwerd OL(;mstel 9'-]0' @tCwN uEpUM-FlNE SVID, - - 5.. - - IX611NG LOMOUR$ Erosion Hazard Linen wAUrR£ACW+si snNO PHU nNE cRAVEE - w pgoPOSED CoMOURS < APPrttX. WctlRnds Linc IXisrlNC rREEUNE ~ 2R,JODi Rq. fl. \ _ uniR.a serve aee. wotlon Mc) syn.m (rnm Asru o-zPez) w • < Wjor DM.bnr' Cwne-G.oirta Soibil sontl ontl $anay Solle, @ BUnDING $ETHeLK l1NE ~ - ~ s.na. xnn nxr.(sM). cko~ s.u (r n. o. xa r.e.7 (sP) _ - Lroup symeole: su- Siny Snav, sone- sin xi.W.ee, sp- PROPOSm SLi fENLE ~ i' - - PMM C.oeee some, pcMly scnee, Ilttk o~ na rinn. ^yy~.y~,~ pRppOSm LIMxS OF CLGRING _ NRCS. USCN Soil Cb»IRCCYCn- GuB m i SILVER EEL COVE ~ ~ pRaposfo RVRIm uTILmES o raoaE m n _ _ _ (MFpsum RuM EffirNC wrcva - _ _ XgFTUIF yRq ~ ern[.. DQ:N 1(LO INJEW EINATx'lN - _ _ MTI IMThF Vf1tErATpX y ~ ~ c (TNR.GOyx yEy~yyl ] BEIxiWM flE51DENCE yKM( TEST xOLE ` ° PROnce: YT DATE: o3/1z/zaD7 S\ 1WD GP,LLOH SFPfIC TANK 1 DISIRIBUIKKI BOX OUNJTY CONTROL CERTIFICATK)N z - fi.5'r . 55' Lucwnc Poops SCALE: 1" = 20~ CROUP FdX1FNf0 WTE \ ? ROOF ORAINM- a II ATKlNS _ _ so Io o m SHEET ~ . ^ nso sF. x to x z/IZ = z9z a. Fr. zez/5o.n = s.e - fi v F. cruPxc scuE Ix REr 1 OF 1 _ - usE r - B'r x s n. oR.wEu FILE J N / g ~~•J _ / 1i / 3 ~o / 1 ~ 0 / / •'1 I ~ S~R~ / / I l ~/p _ ' ' / 11 I I~ rrRO~~ ~ / I i C/ W v~~ 11 / ~ ~~fi ~ - / Q~OQ ° RP' 1 W 2 1 ~ d ~ '1~ ' , S~a~ 11 I ' 2 LOCUS PLAN / 1 1 SCALE 1" = 80'-0" / 1 I / CgNTgPLTOR NOTE. 1 STARTING POINT FDR BVILPNG 1 IAVOVT IS THE INTERSECTION 1 / OF THE FRONT YMD SETBACK / fl TXE WETLINO SETBgCN LINES 1 \ I i I ~'Fs w ; . \ I F ~ } 1 \ O CONCRETE PAVERB / \ (j~ O 1 I / \ V~ O ~ U X00 1 ~ SEE SEPTIC PLAN FOR oErAILS L h / 6L / ?0 1' 2~ / Q 1 U ~ 3; , i ~ } .o w z \ ~ , rn \ SUBSURFACE RAIN WATER / ~ \ N \ COLLECTION SYSTEM ~ \ `LL LL LL \ ~ ~ \ 1 ~ t . ` \CI\ \ ~ ~ \ ~ T \ \ \ ~ ~ ~ IIg, ~ ' ? i ~ ~I ~ ~ ~ ~ 1 \ ~ \ ~ \ ~ J \ \ S~~ ~ ` ~ \ ~ \ 9O~t \ ' ~ / PARKING AREA \ e... ApII ,,.ZWG ` ~ FR QED A51MigIB] L \ O'~'T~ y~~ erewnM MH `?4p ~ 11ri A~~- =nx~mev cvv \ ~ ~ °jr / 1 LANDSCAPING PLAN ' ~ ~ _ ~ * "ooOel° Q~% S ,k \ , , e Qa°, 02:717 yOQ' OF NEB' LANDSCAPE • \ ~ e`O / PLAN N FIRSi FLOOR FINISH FLOOR ELEVATION SHALL BE 1B 0' CONTgPLTOR NOTE. I TNISAREA PREVIOVSLYE%CAVATEDBFILLED. I "1 PpOPOSED E%GVATION FOR FOOTINGS MUST BE OOWN L I i0 VIRGIN SOIL 8 FILL COMPPCTEO BPCK DP i0 BOTTOM OF NEW FOOTINGS o _ N O ~V " O a - ro sEPnc svsrEM ~ 8 e ~ 3 VENT - a ,R"VENL 4.~~ °o~ 0.1 1.2 1.3 1.4 z~oRAiN ~ g a ~ 4' GRAIN ~ I ~ I ~ J z i I I J K - vENTINc / J I WASHING MACHI ' Aa, i i KITCHEN GROUP EN SINK ~ \ DIS HEH TGIL~ VERTICALPWMBING L1J ~ I I p ~ \ \ 2'OMIN y 1~2 BATH IX XORIZONTAL PLUMBING \ ii LAUNDRY ~ ~ O ~ ° GROUP Lu ` \ I o_ iiii ~ I 1 ~ i , I \ \ 3'VENT I ~ PLUMBING RISER DIAGRAM I ~ 2 TTT / 6'DRAIN ~ 1 I / / z Ad.t rGRUN I i4 ~ ~ RV RBR. SI A 31 - ~ Z I / N zvENT ILE ~ I ~ C i I O N I V ~ `V ~rl IV n6 I ~ ~ x- it I WLLL ~ I J ~ ~ r Ad.t \ STAIR TO CRAWL SPACE H N A_z, ~ _ _ _ _ _ _ _ _ _ B ~ 33 BATHROOM GROUP ~ ~ 18 ~ \ r ~ ~ 5 Adt \ a \ 33 /yO LIr ~ Al., I _ _ _ ~ LL ND / 1 ~ L ON W I ` ~ III \ C _ _ _ _ \ \EDROOM 1 N 1B 13 Ad, I / 1s 1° MY ~ I 0 ~ \e 4 Ae+ N I ~ V I z 3 0.3.1 O " e gItOOM 3 Ae., 1 1.1 1.3 ~ ,3 ~ V , vi za Ad., ~ z3 \ ED Aqc ~N Ap.,,.30M ~ FIRST FLOOR PLAN 3 3 \ \ \ J N VOO IS ~ u,,,a~ GMV SCALP. 1/4" = T-0" ax z \ A-v O Q ~ a,o~mM \ \ / \ q 17 OQ~- A2: \ \ ~ O E~~A~ ` ~ FIRST d FLOOR N PLAN A-1.1 0 I N \ Z F °f 0.1 1.2 1.3 1.4 a ~ b \ I I ~ I I \ I i A ~ \ A8t / I ~ \ ,~V ~ ~ ~ \ ~ WGOD BNINGIf flISCGE GAP W ITX BflEATHABLE W VENT BELOW a ' \ \ WOOD S4INGLE ROOF \ ~ IIII wITX a'ExvawRE \ / 5'tl1 ROUND METAL GUTTER ~ / / \ WGGp $HINGIE HIP CAP TYP I V AS.1 ~ / L~ ~ I. 1 a-- - - - ~ -a I ~ O ~ A,, ~ \ U N I \ ~ a~ N \ \ 'E%POSEO' ROOF FRAMING N I °A \ B 3 A3't GMVEL BORDER ON A-d1 A"]t / GREEN RWFTYP ALLGICEB ~ ~ ~ v GREEN ROOF ~ L / \ \ SOlgRrgRRAVWITXOUT ~ SkW WIAR ARPAY ~ N 30-~0's E0'PANELS ~N \ \ METAL CAP VL LL \ \ Q 2 \ ~ \ \ I \ I \ \ 1 1.1 (2) \ / \ of A em. Apil n xoa vb iia'=t~.o' y`~ gcti, er~ey MX C RLES ~N~,,,N~ GVV \ ~ <u JAN VOORHIS C~ 1 ROOF PLAN \ SCALE 1/4' = 1'-0" * o~aM \ \ / / • Q~. ~ ~-v 02717 O ~~OF NEV~1~ ROOF / PLAN v N A-1.2 - o o Z ~n~. A]Et~ Sox Z Y 3 m O o a Aid 1 AJ, W a WGGG CEILING W ® wooo cEluuc Q } L~ Z 1~ ~ 8 ~ O C U wood corEEas wooo CEIUNG ~ ~ ~ ~ ~ ~ ~ 3 WOGO cEILING p.3.1 M31 O WCCO CEILING /~y OOO CEILING `J Ly ~ ~ ~ L W WOOG CEI LING WOGG CEI LING wooo ceuNG wooo cElurvc t(GR~D^ C CHAR S YAI° ,,.~-,-0~ JAN VO R ~O ae»m w w, a GVV FIRST FLOOR PLAN -REFLECTED CEILING 1 SCALE: 1/4" = 1'-0" lP `C" '~.aT 02'.717 OP ~OF NEB REFLECTED CEILING N PLAN c A-1.3 - g ~r > tom: o Area Legend Q m~ House sjB~ °z m ~ Porch 3 Stair ° Area Schetlule ~ Name _ _ Area (Nose ~ 1289 SF 1259 SF ,r Porch 297 SF F- Porch dSF W Porch 1 SF ~ 302 SF ~ G2ntl total 1591 SF ~ W a z9~ sF w Q } ~ Z ~ a ` ~ c ' r~^^ N vJ L N~N y LJ~ ~ O U ~ o~ it w ~ rn N \ tl<b Ap~l P, 2Wp FIRST FLOOR PLAN -AREA S.~E~E~ ARpy a,.~~ M„ scA~e vd°=r-0~ CHARLES JAN V HI o~~~ cP ~~0 02~717 Q~ • ~ TP'OFNE.V'y0 AREA PLAN N A-1.4 MET4i CnF wooD Fnsc~a--____ woop SHINGLE-_ ~ ~ slDlNC ~ e RED cepgR s yr Em Z 2 kn@. ^m6 Ad1 ~ ~ su BgeD 3 93~~ 'o~ 2 - A5.'I 8 o S qg, SIMPSON H2 HURICANE CLIP <1//// Z m _=3 < i®EA RAFTER - a A-s1 - $IMPSON H2 HURICANE CLIPS ~ P-3.1 - - - - ~ 1 Q EA RAFTE _ / \ ~ . _ f ,nI i i -1Y1'PLYWOOD SHEATHING PLVWO/~EATHING ? ? I ICI 2X WOODS SIDDSAi 1B"OL ~ 2B WOOp55TUDB AT iB'OL W 5/O DIA ANGHOR BOLTS yO DIA ANCWRBOLS j G ®32'OC 1YP ®32'OC TYP C I I w ' CONC FWNDTION W/ ' CONL FOUNDTION W/ 0"OC VERT. DOWELED INTO FT p"OC VERT. DOWELED INTO FT it _ _ i i 18'v0' COM CONC FOOTING 10"Xtl' CON! CONC FOOTING i ~ F -J RESERVOIR ROAD ELEVATION SCALE: 1/4' = i'-0" 3 AJ.1 WWOSHINGLE ROOF <'E%POSVRE 5 5"HgLF-HOUND METAL GVTTER O C A-I1 N $IMP$pN H2 HURICANE CLIPS ~ N 2 ~ EARAFTER ~ $IMPSON H2 HURICANE CLIPS L 1 ~ EP RAPIER IL T~T~ V 1R'PLYW000 SHEATHING 12'PLYWCOD SHEATHING DA WOODS SKIDS AT I6'OC WOODS STUpB PT tO'CC ' ` O V}' L I / O 5I0 DIA ANCHOR BOLTS SIB OIA ANCHOR BOLTS w `J ®3i'CCTW ~3T OC TYP HCONC fOVNpTON WIW B'CONCF UNDTION W/K 1 • N <'OC VERT, WWELED INTO FT <'OC VERT. WWELED INTO FTG ~ LL i i i i ~ i ~ ~ ~ ~ ~ ' ~ ~ ~ 1810' CONT CONC FOOTING 1815' CONT CONC FOOTING ~ ~ IX4 WOOD LATTICE j ~ ~ ~ ~ ~ ~ .4...-------_ I-I 'L_r________________________-_~ u WEST ELEVATION SCALE: 1/4' = 1'-0" WHITE CEDPA SHINGLES deM Apil t], 2UA 51/T E%POSURE xela va'-1w' SIMPSON Hi HURICANE CLIPS B ewn i~EA RAFTEfl W MH REp CEMR SHINGLES ~~pCO w~~~ CM1ecye]py Cyy SIMPSON H2 HVRILANE CLIPS 5v2'EXPOSURE NGG a1 1 ~ EA RAFTER - ~ CHARLES „„NO~,,,, ® <v N VOO 1(1"PLYW WDSHEATXING ? 1?PLYWOOD SHEATHING iR W ODDS STTUDS PT 10~' OC ~ ix WOODS STUDS Ai 1B' O u I 2 Q~ EXTERIOR 7 SIB DIA ANCHp0. BOLT 5/B DIP PNCHOR BOLTS ti ~'~~°°^P o ~ ®'~"°G^P y0 ELEVATION I L v e coNC FauNpnoN wI m B' cone Founonon w/ w i<' OC VERL, W WELEp INTO FTG 2p" GC VERT, ppWELEp IMO FTG ~ ~ L~ 1B'a6"CONI CONC FOOTING i , i 1BSB'CONT CONC FOOTING ~ .L _ J• A 2.1 0 z ~ z~F - A'g)~ °o~ Q x wooo swec~E aooF ~ D wnrtE ceoAR sniNC~Es PENOANi F1X1l1RE _ - - Reo ceoAa sNweLES ~ H K W a wooo sloop 0 2 BEDROOM END ELEVATION W SCALE'. 1/d" = T-0" Q } Z O C U N z ~ VJ ~ L a ~ ~ A31 U ~ .Z ~ ~ o i _ 3 SOUTHWEST ELEVATION SCALE: 1/d' = T-0' aa. Apra n, zoov vale 11Y=1'-0' tlnvm by MM ce.cwetl ey evv ,~~REO qqc ~„~e~tle,e ~5 CHARLES 2 J V EXTERIOR ELEVATION 02~717 Q~ TP,CF NE`~I~O ' A-2.2 ' 8 t~: a Z > ~~F- ~a~ P~g~ ~ $ ~ a Z M31 Q ~ - ~ W I I A<, III ® ~ W a I I I I I I I I I i I I r I A6, I ~ I I ~ I I W I ; I ~ - - L_ J - ~ ~ BUILDING SECTION THROUGH PORCH ~ BUILDING SECTION O N SCALE: 1/4" = 1'-0" ~ SCALE: 1/4" = 1'-0' ~ ~ ~ VJ ~ L N~ N L.L LL f0 U ~ L a W i I Q ~ ! _ A<, I I A., I I II ~ I I I I I A41 ~ o I I I I I I ~ I I I I I ~ I I I I I I j Eela April ti, 20W eCBN ,/0'=1A' ~___J ~ ~ ErewnW MM c1~aFe] Ey C V V BUILDING SECTION 2 ~ MAIN SPACE SECTION LONG EAE~ AA~h, SCALE: 1/4"=T-0' SCALE: 1/4"=1'-0" a~~ CHARLES Q" V O IS ~ l BUILDING • ~~yT pZ:,717 OQ~ SECTIONS FOF NE~~~~ A-3.1 PLVwoop ROOF _ „ ~ o sHEATwrvc a wooD SHINGLE ROOF _ g YE%POSVRE BLOLhING AS gEOp - \ ROOF RgTFER - Q = ~ i~E° a~~ aoq ROOpwG FELT - wooD sgwGLE aooF > " VNpERtPVMENT ALTERNATE. ~ 6LOCNING AS RE00--- GREEN ROOF ASSEMBLY. Sjgo ooh -VEGETATION ~ _8 R381NSVlATION 8'VGHr WEIGHT GROWING MEDIUM Z } ~ 3 R-391NSUlATION -FILTER FgBRIt gLVMINUM GUTTER WOOD $OFFIr -0RAINAGE MEMBRANE w00050FF1r SINGLE-PLYRWFMFMBRANE IVL BEAM pecaagnvE RAprEq rqn - XgLF gOOVNO GUriER ALTERNATE. - wJY00D LAe ~ GREEN ROOF ASSEMBLV - 6'LIGHTWEIGHTGROWINGMEOIVM \ GNr SOIL FILTER FABRIC DRAINAGE VNOERLAYMENT SINGLE-PLY RW F MEMBRANE ' WOOD FASCIA LID ROOF RAFTERS ~ 16" OL W WITH R-3B INSULATION U) 2e10 ROOF RAFTERS Q518' CC 5" ROUND GUTTER I%3 FURRING ®IB' OC CUi RAFTER TAIL 43 FURRING W d LRANSOM WINDOW W WD CEILING WOOD CEILING WHO SHINGLE SIgNG LB WD STUDS ~ 18' OC 3F6 W000 STVOS ® 18' OC TVP W ITX 1!!' PLYW WD 55 8 WOOD CEILING Rd91N5ULATION TWICAL BVILi -IN SHELVING 6 CASEWORK WOOD PANELLING lW V L~ 1 C WOOp SILL TRIM wINWW5ILL TRIM DETAIL - O U FI%ED cgsEMFNr wwoow L wlNOOw vLL N IL LL wooD SgwGLE SOwG ~ U ~ WOOD FLOORING 1/P' LD%PLYWOOD WP1L SXEATXING 3%B WOOD STUDS WOOp STRIP FLOORING ~O / ` WCOp BgSE, rVPICAL WOOD SHINGLE SIDING y1' PLVNOOD SUBFLOORING ]Xb WOSTV05~18'CC NP ]X10 FLOOR JOISTS WOOD SIRIP FLOORING > DOUBLE SILL PLATE ~ N L10 FLOOR JOIST5~19"OC TYPICAL Yp'pLYWCOD SVBFLOORING ~ LL ANCHOR BOLTS BLOCKING AS REOUIREO }XIQ FLOOR JOISTS WUBLE SILL PLATE WITX ANCHOR BOLTS COUBLE PT MUD SILL ~ LID FLOOR JOIST ~ 1®' OC TYPICAL DOUBLE PT SILL PLATE ANCHOR BOLT CONCRETE FOUNDATION BFAM POCKET 3' RIGID INSULITION PNCXOR BOLT i REAM G ]'RIGID INSULATION ~ Y RIGID INSULATION Y RIGID INSULATION O CONCRETE FOUNpgTION O Eau qpA l], 1Lw CONCRETE FOUNDATION CONCRETE FOUNDATION WPLL vale 1'=1-0' CONCRETE SLAB p' CONCRETE FLWq SUB Mean by M H G"CONCRETE FLOORSIAB elgk Jpy CVV CONCREr£ FOOTING CONCRETE FOOTING CONCRETE FLWR SIAB m~ w CONCRETE FOOTING o GI a~O nI~/1~ 1 J~ uiviJn yle GDMPgCTED $DBGHADE C ARLES HIS ~ CONCRETE FOOTING 1 1l WALL Sj~ 02F~, P.~ SECTIONS MAIN W EST WALL SECTION ~ MAIN SOUTH WALL SECTION ~ BEDROOM NORTH WALL SECTION 4 BEDROOM SOU ~ SCALE: 1' = 1'-0" SCALE: 1" = 1'-0" U SCALE: 1" = 1'-0" SCALE' 1' = 1'-0" N y` A-4.1 wooo PANEUING - - - 5 0 B N A~] 1 Y] 1 A-].1 ~ c A-]1 Q E LASED OPENING tJ e LO NALI J ~ soRnGE SHEEW NG - sroRAGE Q 8n E~ ~m g sHELVING > g° ~ ~ BUILHN ~ `gE 3E~ po ? li Z SHELVING FRONT LOADING- wASMERfl Z ° t oo ~"-o ORVER Q WOOD BASE WASHER6 DRYER i 0 o a o D 0 BEDROOM2-NORTH ~BEDROOM2-EAST ~ BEDROOM2-SOUTH 4 BEDROOM2-WEST S LAUNDRY-NORTH LAUNDRY-EAST ~~~LAUNDRY-SOUTH_ 81 LAUNDRY-WEST SCALE. 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ~ SCALE: 1l4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ~ SCALE: 1/4" = 1'-0" ~ SCALE il4" = 1'-0" ~ SCALE' il4" = 1'-0" H W N H e e a K A-Ta hz1 aT.i d o o ? o o ~ o II D rwrlnl 9 BATH -NORTH 10 BATH -EAST 11 BATH -SOUTH 12 BATH -WEST ~ TYP. BEDROOM NORTH TYP. BEDROOM EAST ~ TYP. BEDROOM SOUTH ~ TYP. BEDROOM WEST V SCALE. 1l4"=1'-0" SCALE 1/4"= " T-0" SCALE 1/4' - 1'-0" SCALE 1/4" = 1'-0' SCALE: 1/4' = 1'-0" ~ SCALE: 1/4" = 1'-0" SCALE: 1/4" = T-0" SCALE' 1/4" = T-0' L Z L6 O ~ T U Aai W wooo PANeu"c MIRROR NIG 1'-8' WALL SCONCE ~ N I.L PEDESTAL S'NK ~ ~ FLOOR MOp LET O ? WOOB BASE D D D ? 1/2 BATH -NORTH ~ 1/2 BATH -EAST ~ 1/2 BATH - NORT ~ 1/2 BATH -WEST ~ MASTER BED -NORTH MASTER BED -EAST ~ MASTER -BED SOUTH ~ MASTER BED WEST ; d SCALE 1/4" = T-0" ~ SCALE: 1/4" = i'-0" SCALE: 1/d" = 1'-0' ~ SCALE: 1/4' = 1'-0' SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ~ SCALE: 1/4" = 1'-0" ~ SCALE: 1/4" = 1'-0" I..1.. Q' Ab.1 ] A-T.1 VERTICAL PANELLING S VERTICAL A9.1 F41 AL_1 PPNELING CFSEMENT WINWW _ TRANSOM ~ ? COUBLEXUNG WINDOW HORIZONTAL ? D D D PPNELING N R O 0 R em. Ayril n. sooe WOOD BASE HORIZONTAL PANELLING Yale 1/4'~tU' PANTRY-WEST ~MAINSPACE-NORTH ~MAINSPACE-EAST ~MAINSPACE-SOUTH wooo BASE BOARD 29 MAIN SPACE- (~EDAgC a"."p MH SCALE i/4' = T-0" ~ SCALE: 7/4" = 1'-0' SCALE: 1/4" = 1'-0" SCALE. 1/4" = 1'-0" SCALE: 7/4" = 1'-0' °"BO"'° Br c v v ~ CHARLES y~~' ? V O R IS ~O~ 4 6 A-51 p.].1 0 0 ~ I ~ ~ ~ ii ~ i ~ ~yTROFti Q" ELEVATION PANTRY- NORTH ~ PANTRY- EAST ~ HALLWAY- NORTH 33 HALLWAY- EAST ~ HALLWAY- SOUTH ~ HALLWAY- WEST A-6.1 SCALE: 1/4" = 1'-0" ~ $GALE 1/4" = 1'-0" ~ SCALE'. 1I4" = 1'-0" SCALE: 1/4" = 1'-0" ~ SCALE: il4" = 1'-0" JJ SCALE'. 1/4- - 1'-0" r _ DOOR SCHEDULE _ ~ NUMBER WIDTH HEIGHT THICKNESS REMARKS _ ~c g a 5 2' - 4" 6' - 8' 1318" > •I 6 2'-4" 6'-B' _ 178' - Z W ~ ~ T r-a" s'-e^ 13/B^ WINDOW SCHEDULE _ > ~n a; L 6 z-a^ s'-6' 13ra^ OPERATION TYPE WIDTH HEIGHT HEAD HGTT LOCATION ~ 9 2'-d' 6'-B" 13/6" $ 3 ` ~ ~ r~ _ 10 2'-8" 6'-B" 1314" qu wiNOOwsa ooofls srwu comv~v wlrN rXE REGUIREmENrs~oR Z TYPE I TYPE II TYPE III TYPE IV 71 2'-6" 6'-S" 13/4' wwo ELOwN Oesflis missaEimagcr resT Tqs zol-m CASEMENT A 9-41/4" 4'-915/76" 3'-813/16' LNING SAPCE g _ CASEMENT B 3'-35/16" 4'-915/76" 3'-813/16" LNING SPACE ~ 12 3'-1" T-0" 13/6' _ ~ swGLE RgNei siNCLE RgNE1 nvo RgrvE~ wooo rwo FgrvEL 13 2' - 10" T - 0" 73/6" _ CASEMENT C 3' - 43/4" 1' - 5 23132" 4' - 2" HALL ~ swnH~cinzovnNeiR wooofllooofl wn~cfliuEO aantiel wood oooR 14 7-6" T-0" 13/6" CASEMEN! C 9'-61/4" 1'-523132" 4'-Y LNING SPACE CASEMENT _ D 3'-35/76" 1'-523/32' 4'-2" LNING SPACE DOUBLE HUNG E 3'-0" 5'-31/6" 1'-95R" LNING SAACE _ DOOR TYPES DOUBLE HUNG E 3'-0" 5'-31/6" 1'-9 &6" LNINGSAPCE 6 DOUBLE HUNG E 3'-0" 5'-31/8" 1'-95/6" LNING SAPCE SCALE 1/4" = 1'-0" CASEMENT F 3' - 0" P - 5 23I3Y 4' - 7 LMNG SAPCE W CASEMENT F 3'-0" T-523(17 4'-7 LMNG SPPCE ~ CASEMEM F 3'-0" 1'-523132" 4'-Y LMNG SPPCE ~ CASEMENT F 7-10" i'-523I3Y 4'-Y LMNG SPPCE DOUBLE HUNG G 7 - 10" 4' - 0 15!17 3' - 10 iT1Y BEDROOM 3 ~ TYPE B TYPED TYPE F DOUBLE HUNG G 7-10" 4'-015!17 3'-101/32" BATH W DOUBLE HUNG G 2' - 10" 4' - 0 15/37 3' - 10 1(SY BEDROOM 2 d yI ~z -+o' I wooo cgsEw,ENT wood usElnENT wood casENENr I I DOUBLE HUNG G 2'-10" 4'-015/32' 3'-101/32' BEDROOMI wwoaw wwoow wwoow DOUBLE HUNG G 2' - B' 4' - 0 15(42" 3' - 10 1/32" BEDROOM 3 n ~ SLIDER H 7-8' 4'-03/32' 5-417(37 HALL SLIDER H Y-8" 4'-03/32' S'-417!12' HALL HEAD DETAIL L_ ~ „ SLIDER H 7-8' 4'-03/32' 5'-417/17 HALL SLIDER H 7-8' 4'-03/37 5'-417/32' HALL SLIDER H 7-8" 4'-03137 5-477/12' BEDROOMS CASEMENT I 7-4' i'-11/4' 8-4314' HALL CASEMENT I 7-4' 1'-11/4' 3'-43/4" HALL w CASEMENT I 7-4' 1'-17/4' 3'-43/4' HALL 'E.a TYPE A TYPE C TYPE E TYPE G TYPE H TYPE I CASEMENT I 7-4' 1'-11/4' 3'-43/4" HALL v CASEMENT I 7-4' 1'-11/4' 3'-43/4' HALL ~ } wooo EixEO CASEMENT wooo cgsErnENr wooo ooue~r=NUNC wooo ooueLCrvuNG wooo s~mlNC wooo cgsEmENT OPENING J 4'-Y 4'-0&3Y 5'-477132" PORCH Z WINWW WINWW WINOGW WINCpW WINWW WINWW L OPENING J 2'-70" 4'-03/37' S'-417132' PORCH r CQNGLIES WITX fl310 eMeflcervcv esuRE OPENING J 2'-10" 4'-03132" 5'-417132' PORCH B RESCVE WENINGS l~ WINDOW TYPES O m SCALE'. 7/4' = T-0' to ~ yJ ~ L N~~ N LL ~ O U ~ AJ B D~ HEAD DETAIL ' ~ HEAD DETAIL ~ Z HEAD DETAIL /W ~ LL Q' JAMB DETAIL MEETING RAIL DETAIL Z JAMB DETAIL JAMB DETAIL Wle Apil 1].3Wi 9p1. pS lMlulb MUNTIN DETAIL KIWI, MUNTIN DETAIL ~~p `~F1ED pq M N I y~ SILL DETAIL G` Cy ~~~p Lvv r ~v~\ J1~NHV RLRHI ,~~C~ SILL DETAIL lo~a.m SILL DETAIL I TAI ~•9TA 02~717~~ yOQ' DOORS & ~F NEB" WINDOWS WINDOW DETAILS -SLIDER ~ WINDOW DETIALS - DOUBLEHUNG ,~4~ INDOW DETAILS -AWNING ~ W INDOW DETAILS -CASEMENT SCALP. 3' = 1'-0" ~ SCALE. 3" = 1'-0" SCALE' 3" = 1'-0" ~ SCALE: 3" = 1'-0" A-$ ~ 1 8 ; Z ,~Ea z $3;° e Z e -~E 3 ` STRUCTORgL GENERAL NOTES ROIJGX CPRPEMRY ~ DEGIGM LOADS 1. ALL WOOp MEMBER55MALL 6E NEW MATERAL P55PECIFIEp IN THE FOLLOWING NOTES. ORAWING50R 9PECIFlCATION4 THE VARIOUS PORTIONSOF THE STRUCTURE PRE VESIGNED TO CARRY THE FOLLOWNG UVE LOADSIN 2. ALL WOOD MEMBERS SHALL BE SVRFACED ORV WrtHAMAV MVM MOISTURE CONTENT OF I4%AI TIME LONFORIMNCE WITH THE ]OB] RESIDENTIAL CODE OF NEW YORK STATE GF pRE551NG I GRAVITY LOADS 3 WOOp 6TU065HALL BE KIVLORIEp STUD GRADE FLOOR LIVE LOADS. WOOD STUD WALL4 S4ALL BE 2aB Al tB' Nc FOR EXTERIOR WALLS Zed Ai IE' Wu FOR INTERIOR LNE AND TWO FAMILY pWELLINGS d CECKS. W PSF WALLS. ATTICS OpWy MS'. 30 PSF E PROVIDESOLIG WALL BLOCKING SPACEp PT B'-0'WC VERTICAL ALL OTHER AREAS. d0 PSF fi ALL WALL STVDS SHPLL BE LOCATED UNDER FLOOR JOISTS OR ROOF ggFTERS G~_ ROOF LIVE LOAD. 20 PSF ] HEADERS FOR WOCO STUp WPLL OPENING55HPLL BE MULTIPLE 2sB'$UNLESS NOTED OTHERWISE C SNOW LOPW. B. PROVIDE WUBLE FULL-HEIGHT STUDS ON EACH SIDE OF ALL OPENINGS IN E%]ERIOR WALLS. WITH GROUND SNOW LOAD. PO PSF gDDITION4L JACK STUD TO wPPORT LINTEL FOR INTERIOR BEARING PARTITIONS. PROVIDE SINGLE FULL W CI ~ 110 HEIGHT $TVD PNp JACK Sillp ON EPCH $IGE OF OPENING a I=10 FLAT RWF SNOW LOAD. 15 PSF B. FORM CORNERS WITH q MINIMUM OF THREE STUDS S%HEO TOGETHER. 1. LATERAL LOADS'. 10. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE IN ALL WALLS WIND LOADS: 1T POSTS SHPLL BE DOUGUS FIR W. 1 DESIGN WIND SPEED. 120 MPH 4 DIMENSION LUMBER FOR JOISTS AND RAFTERS SHALL BE HEM{IR Fb.40R SPRUCE-0INE-FIR Na.IMO2 ExpowRE'. c DESIGN IN PCCOROPNCE WITX ASCE4 13. ALL LUMBER EXPOSED TO WEATHER, IN COMgCT W ITH CONCRETE OR MASONRY, OR NOTED AS "P.T.' ON THE pMWINGS, SMALL BE PRESSURE iREAIEp WITH WOpD PRE5E0.VATIVE ALL PRESSURE TREATEp FOUXOATpMS WOOD MEMBERS SIULL BE WUTHERN PINE NO 1 CR BERER t FOOTINGS H4VE BEEN DESIGNED PSSUMINGPMINIMUM BEARING CAPACIN OF ONE TON PER BOUARE FOOT 10 PROVIDE DOUBLEJOISTS UNDER ALL PARALLEL PARTITIONS. 2 REMOVE ALL wFT, ORGANIC OR OTHER UNSUITABLE MATERIAL FROM UNDER ANO ApJPCEM TO ALL FOOTINGS 15. NOTCHING IN THE TOP OR BOTTOM OF JOI5T55HPLL NOT E%LEED IM THE LEPTH OF THE JOIST PNp SHµL NOT BE LOCATED IN THE MIDDLE THIRD OF TXE SPAN. ROLES BORED IN THE JOISTS SXALL NOT BE 3. PLL EXTERIOR CONSTRVCTIONSXALL BE CARRIED VOWN AMINIMUMOF THREE FEET SELOW FINISXEDE#ERIOR WITHIN 2'OF THE TOP OR BOrtOM OF THE JOIST ANp SHALL NOT E%CEEp L3 THE DEPTH OF THE JOIST. GRADE OR DEEPER IF REQUIRED BY THE LOCPI BUILDING DEPPRTMENT. ~ } 18. INSTALL ONE LINE OF CRO55 BRIDGING FOR EACH S-0' OF FLOOR GggMING. INSTALL $OLIp WOOD d NOFWTING SHALL BE PLACEp IN WPTER BLOCKING BETVEEN JOISTS AND RPFfERS TXAi ARE PUTFORM-FRAMED OVER SUPPORTING MEMBERS ~ Z PNp P$ 0.EOUI0.Ep FOP FIRE-STOPPING. 5. MgiERIPL APIPLENT TO PNp BELOW FOOTING SHALL BE KEPT FROM FREEZING PT ALL TIMES IF ANV MATERIAL 1$ 1] WWpCONNECTO0.5 FRPMING ANCHORS, O0.ILLEPAN PNCMORS PNp OTHER PCCE550RIE5. 5XPLL BE FOUND TO BE FROZEN. IT SHPLL BE REMOVEp ANO RE%ACED WITH CONCRETE gPpROVED BY THE PRLHITECT CASTJKPIAtE REMFMLEO LONLREfE 18 ALL WOOD PANELS FORFLCORS ROOFS ANp WALL55NALL BE APP RATEp PLYW000 ALL PANELS O N SHALL BE INSTALLED WITH THE FACE GRNN PERPENDICULPA TO wPPORiS. PLL CONCRETE SHPILBENORMAL WEIGHT gN05HALL ATTAINAMINIMUM290AV LOMPRESSIVESTRENGTX OF 1B PROVDE LCA TREATED E%TERIORGMDE PLYWOODWHERE PERMANENTLY E%POSEO TO WEATHER U 3WO PSI 2 PROVIDESIXPERCENTIPLV$/MINUSIAIRENTRAINMENTINPLL CONCRETE EXPOSED TO EARTHOR WEATHER 20. FLGOR PgNEL$SHALL BE TONGUE ANp GROOVE 3ld'TMICN, APA MTEp PLYWOODSHFATHING, ~ A EXPOSVRE 1 WITX P dR~20 SPPN RATING V/ 3. REINFORCINGSTEEL SHPLL CONFORM TO ASTM ABtS GRADE BO 21 ROOF PANELS SHALL BE 5I0'THICK APA RATED PLYWOOD SHEATHING E%PoSUREt WITHAdORd 'L d CLEHiANCE CF REINFORCING BARS FROM CONCRETE wRFALES SHALL BE SPPN RATING. q UNFORMED FACE INCONTPLT WITH EARTH.3' PP.SHEgR WPJL PgNEL55HALL BE I?THICK APA RATED PLYWOOD SHEATHING. E%POwRE1 WITX A20 ~ LL B. FORMED FACE IN f/JNTACT W ITX EARTX'. 2' OC SPAN RATING. ALL PANEL EWES SHPLL BE FgSTENEp WITH tOtl NAILS AT d' ok TO FMMING AND C. FORMED FPCE E%POSEp TG WEATNER'.Z $LOCYJNG. S. PROVIDE DOWELS F0.0MFDDTINGS iO MPTCH VERTIGOLWALL PNp PIER REINFORCING. MINIMUM LAP LENGTH 23VSE111"SHEATHING GRADE FOR OTXERMISLELlANE0U5 APPLICATIONS SMALL BE d0 BAR DIPMETERS r , O 20. ALL FLUSH FMMEp MEMBER TO MEMBER CONNECTIONS SHPLL BE BY JOIST IXV BEAM HANGERS. LAG- v LL WLTED OR THRLL90LTE0 CONNECTIONS PAE AS INDICATED ON TXE IXUWINGS. ' STRIICTUtAL STEFl 25. REFER TO THE BUILDING CODE NAILING SCHEWLE FOR NAILING AND BOLTING NOi OTHERWISE SPECIFIEp o I $TRUCTURAL$TEEL TUBES SIULLL CONFORM iO ASTM ASCO, GRADEBMINIMUM FY~B KSI ON THE CPAWINGS. ~1` 3. OTXERSTRUCTVRPLSTEEL SMAPESANp PlATE55XPLL CONFORM iO ASTM A38, VNLE$$NCTEDOTNERWISE ETJ('RJEEREp WOOD PROOIKT4 ~ yK 3. SHOPANOFIELDCONNECTION55HALLBESVHIGHSTRENGTHBOLTSORWEU]LNG. > rn VA111UTEp VENEER WMBER LVL) SHALL HPVE THE FOLLOWING MINIMVM DESIGN VAWES. d. PROVIDE NONSHRINKGROUT PNp LEVELING NVTS VNOERALL COLUMN flOSE PLATES. PNCH00. ALLCOLUMNS A. BENDING=2,000 P51 TO WALL PNp PIERS W ITN FOUR 3'd' DIAMETER PNCHOR RO05, 1'd' LONG ~ 1INCH HOOK B. SHEPR 2~ P51 C. MOE =2,MO K51 5. ALL HOLLOW TVBE COLUMNS SHALL HPVEA1p'pIPMETER WEEP ROLE IN THE 510E WPll. SET 1'ABOVE FINISHED 2 LyL BEMAS MPVASINGLE PIECE OR MADE UP OF MULTPLE t.Yd'OR 31/2'THICK pIECE5. P5L I5 AN C`I FLOOR FOR DRAINAGE DURING CONSTRVCTION. UNLESS TUBES ARE DELIVERED TO THE JOB SITE WITMASEALEO gCCEPLPBLE SUBSTITUTE FOR LVL T UP PLATE AT EACH END. y O. ALL WELDING SHALL CONFORM iO THE REOUIREMENT50F iMEAMERIGON WELDING 50CIETV'CODE FOR 3. MULTIPLE LVLBEAM55HALL BE CONNECTEDiWETHER WITX AMINIMUM OF TWO ROW50F 1? WELDING IN BUILDING CONSTRUCTION', AW$ Dt.t. DIAMETER BOLTS PER FOOT, STAGGERED TCP ANp BOTTOM. MULTIPLE LVL BFJMS LE55 THAN 12' pEEP AND NO MORE THAN }I2' W IDE MAY BE NAILED TOGETHER WITH A MINIMUM OF iW0 ROW S OF IBtl NAILS PER FOOT. Eek April t], 21YJY vd' = ro' a,..m W gaNv wcaeM crsx« ~EptED AgCb CHARLE """°°"L` ~ C IS Structural r 02ti7t7 ~P~ Notes `pC1F Pi€v" S-0.1 O IMPORTANT LAYOUT POINT: IMERSECiION OF WETLAND BUFFER & ~ 3'~e• FRONT YARD SETBACK LINES O t~: TYPICAL FOUNDATIONS: Q E: - I > 3r In._c lo.a' Bv~"~z~oIAS1EEL UUV COwurvs • ~'j~ °o~ COLl1MN FWi1NG5 Z . . _ - - - ~ o o i 2'-0'r 2-0'v 12' MIGKwl2i4a EW ~ BOT 0 1 1 2 1 4 FOLINDATIDN WPL~ e' TXILN REINFORCED wl Ks ~ 20' OC VERT BARS. ~ OOWEI£O LNTO FWT WG. PO¢ HOP$ (Ql TOP v L,~RAR9 ~ O CORNERS 9+ / pR ~ I ~NF wl z. aa.~BOT m °hT y I I R q/IlO 12~ A CONGREIE REINF w 3 -MS VEftTIGPL BARS ~ - ~ _ SFT \ oowELED INTL FOanNG m I 6qC,~. ° ~ szl I ,......,._~,..~.~c,.oe.GE F / 6I8'DIAANGHOR R0G9~93'OC iVP IN qLt CONCRETE W G/~, A-3.1 I I FOVNDATION WPLL9 N T ` ~ ~ 5 / T I II a W m ~ ~ ~ ~ I a r '-i--' Z m I ~ I IIII ICI ~ ro., i / 3" L I ~ / V k FOOT111G i1M5tCCAT10N / 1~ _ _ ~ Z i I y ~1 _ _ _ ~ d-3~°T O ~ ~ ~ ~ O / ~ m Iv a, '3• 2 -I L I o ~ qa.l ~ N w ~ COLUMN IN LINE WITH WgLL ABOVE IL A3.1 _ _ ~ _ ~+/~5~~ L~A/~ j 'h \ h \ / Xq. ~ Z I a OOM WPL L ABOVE ~ TX BEDR -r i ~N COWMNIN LINE WI ~ I I I I n i i e I I I I ~ I I I V y r i ~ \i i 'e I I _ _ _ _ _ _ I i O ~ T' ~ j ~ ~ r C _ I ' ~ ~ t _ L ~ , \ C_ _ h^ ~i `I 1 " T 1 \ \ a ~ " \`~i O T \ \ I I I \ \ ` \ a d.1P gpII,Z 2CUY ~AED AqC P,.«n ~ MR \ ~ cMrFe]W GW ~ CHARLES y~T H ~C~ ~ ml, FOUNDATION PLAN / 1 SCALE: 1/4" = 1'-0" / O / ~~.~T 02717 JpQ~F- OUNDATIO ~pF NE~'~' ~ PLAN vi N r S-1.1 _0 t~ o ~ ~^vo 8ofi x/ EXTERIOR WALL FRAMING ~ ~ a.e wALL Sruos@teroc*rR 0 g~E~ DOUBLE FULL HEIGHT STUDS PWSJACKSTUD FOR ALL JAMBS Z N° / \ ~WINCOW BDCU'ROPENINGB / 0.1 1.2 1.3 1.4 5 O O INTERIOR WALLS. INCLUDING BEARING WALLS ARE L0.s ®t8' ~ OC VNLE55 NOTE00?HERWISE ~ , iVpICAL HEADERS UNLESS NOTE00THERWISE / 3Zie IN EXTERIOR WALLS 3-I.B IN IN?FRIOR W ALl S V A-A1 S21 W / 5 I-]r10 EDGE DEAM w II W' D' a \ \ 2-L10 BEAM \ \ O I \ A- 1 / / / w I ~ Q z A ~ I ~ ~ 3-3x,D BEAM , zo v N I x.1o FLOOR JGIS?s®+e'ac IV ~ "OSAS~T 2-L10 UNDER SHEAR WALL B•~ ~ 11 B a I q31 ~ M31 33n1D BEAM o I ~ I U O 1st0 FLOOR JOISTS 1D'OC `r' z S>. Q1 ~O• COLUMN IN LINE WITH BEDROOM WALL ABOVE / ~N(I/I ~ ~ LL I I I o I ~ SAS I ~ e~ 1 1.1 ~ \ vi ,a Mle April ,"/,3MD A .~.m va =1u' \ \ 9/~ perm Ey MH CHARL ll.•~ `neceee M CW ~ V~ H~ p ~ * ~ m~d,t. ~j, 02h777 Q~ \ ~OF NEVa JO FIRST ~ / d FLOOR FIRST FLOOR PLAN -FRAMING PLAN - scALe va°=ro• of FRAMING Y ~ S-1.2 I N ~ ~ ° tom: o HURRICANE ANCHORS'. > $ ~ ~ ° ^ m ~ \ / PROVIDE ROOF iIE WWNSFOR ALL RAFTER-WALL E5E0 °p~ CONNECTION6 Q e Z r g c~~ / \ ~.1 L2 1.4 nPIULANCHOR.slmvsoN H3. coNNwTEO ro siuos < a / ~rNic ~oasworEiE tncH soE for aArreaF' PROVIDE DoueLE Hi Q / AT PORLH. V6E Ht gNCXOR6ID ECGE BEAMS (PERPENDICULARL X25 ANCHORS TO SHEWED EDGE BEAMS / ~ SHEAR WALL XOLD LOWN / 0 ~ ~ SMEAR WAIL / A3.1 S] 1 \ 5 ~ ii I ~ , 3~0 e t t ]/B" LVL RAFTER6 ®10' OC FOR POROX W a A 1 / ]1. 91? x tt ]/B' LVL ry~q,, `Lkq~T~~, / I \ \ W,q HOLD DOWN iO CORNER60F FOUNDATION ] 510 'ti ®A4' / S]t AO 0 / W 60LIp BLOCKING BSiEEL STRAG TIED TO STEEL COLUMN SEE DETAIL A Lr L Z , r C 53.t O I / ~ LID ROOF RAFTERS 'IB' CL iy U N I ~ Dous~3x,o HIP RAFTERS TrP , 1 x - ~ L / 3 F- 5,/a"X1, ]/8'LVL CONTINDOV6 XOLO DOWN TO DOVBLE 3x10 6EE pEigIL ~ -O OVER FOVfl 6TEEL COLUMNS k ~ ANy~ LBR~FRAFTER6®te'OC ~ U LL AT HIP gLOF I tp ROOF RAFTERS®10'OC ~ ~ L I w N ~ SIMPWNq$gNLHORS ~ - " ~ ~ N t ~ EACH SIDE OF FACX U c - LNL RIDGE 6 XIP MFIER$ - \ \ ~x0 I q~ 2x10 CEILING JOI6T6 ~ 18' OL TIP ~TF~, AT HIP ROOF ~ P q~ I k b ~ Tk I V I P NTINUOUS ROOF 4 \ 1 1.1 1.3 E7 ,8 DLTVPILPL vi ao R~ ~ ~a S® / ble Apil t],3WB . ~ ~ ~ ® Agcy sale ,/.'_,-0' m...,, ey mX 5,/.'xo,/.'LVL ~j~ ,CHARLES u°`I~w L," FwsX FRaMED WITH gooF RAgregs n ROOF PLAN -FRAMING ~ VO IS ~ SCALE 1/4"=1'-0" / Ion Eele \ / 2x10 ROOF RgFTERS ~ II' OC / FLDGX FRAMEDTD LVI ~ / off, 02717 De~ ~ / ~ ~OF NE`Ny POOF FRAMING N S-1.3 N ~c 8 tom: ve pIA rHROUCX eoLts wlTH Z - PLATE WASHERS a B %S ~m Z £ -~B ~."xB,a"x,$' I 3 LqP PLATE I o I I - $IMPSON XDU 5 - Sp52 5 XOLp pOW N CONNECT TO pOUBLE ~ 1M NAILS AT J" OC FROM ROOF S1UD Ai END Of SHEAR WALT SHEATHING TO SOLID BLOCKING e'xe'x va" I Hss cowMN W 6' 0"MIN " I WUBLE 2x10 CONTINUOUS OVER M4IN BEPM WITH SIMPSON TSR LU$SOLID BLOCKING INSTALLER TIGHT TWIST STW3 EACH BIDE IM iOTrLL( BETWEEN RAFTERS, WITH ENDS CUT I TO SKEWED ANGLE 6 NAILEp TO RAFTER W PL Ye'x E'i3' WELDEp iO TUBE, d RISE PUTE AND TO STRAP BIEEL Y<' n B 1/2' x 12 9B' Dlq THROLGH BOIi 10 XOLD DOWN WITH O-&0'ANCXOR~ I RODS WITH t8' MIN WITH YB" a Y a Y PLATE WASHER ON EMBEDMENT D't BOTTOM COUBLE OF $x1p I 1 VY STEEL sTggP WNNELTEO TO BOTTOM OF BLOCKING WITH 9 -1/0" Dlq x 3' LAC SCREW S I WOLYI BEAM fl sTEEL TALLY CO W MN X55 BCI COW MN I 1'C 1nB1 51 MPSON FSA ANCHOR BOTH SIDES OF lV 2' MIN DOUBLE 2n10 WITH (2~- t? qq EXP BOLTS i0 CONCRETE FOUNDATION TYPICAL AT BOTX ENDS HSS BrB COLUMN C MOMENT FRAME COLUMN CONNECTION ~ HOLD DOWN TO DOUBLE 2x10 PORCH ROOF TIE TO COLUMN U ~ SCALE: 1" = 1'-0" ~ SCALE: 1" = 1'-0" ~ SCALE: 1' = 1'-0" fn vJ ~ L y LL U ~ ~ ` NAILS Ai TOP 8 BOTTOM PLATES "O <'OC $-$+B STUpSAT ENOOF WALL 1~wA~r~'F N~ 1.,~ LL NNLS AT 1$' CC Ai INTERIOR STUDS 'JMPSgJ STMD B$TggP ANCHOR \t $-$xB TOP PLATE WM TO END BOTH SIDES OF DOUBLE STUD AT T END OF WALL y CONCRETE FOUNDATION pOUBLE sTUD Ai END OF SHEAR WPLL PANEL WITX NAILS AT <'CC - IN EACX STUD HORIZONTAL BLWKING AT PLYWOOD P/WEL EDGES. WITH NAILS AT OC ~ $-$xB CONTINUOUS VERTIGLLY AT END OF HIGH WALL I NuLS qT a'oc rp coMMDN SruD ~1 WING WALL ANCHOR DETAIL _ AT PLYWWOWPANEL EDGES y tleLe gpil l"/, MY $CiALE: BWe 0.51MIGIM 2 ~ MB CONTINUOUS ON SLOPE. BLCCKABOVE AS REWIRED Emm by MH _ cfeckMM CW 5/8' DIq ANCHOR BOLTS AT 32' CC ~ IN ALL ,~ERE~ AqC • WALL$NOT JUST $XEAR WALLS ENp WALI ,CHARLES •~•~~•I• XGW DOwN VOO IS slMPSON XDUS- sps? s 2 -2m 8 ENO of wALL. W rH XOWpOW N ANCHOR AT ENp OF SHEAR W ALL PANEL SIMPSON $iHDB STRAP ANCHOR WITH BIB' DIA ANCHOR BOLT TO FOUNDATION. BOTH SIDES DOUBLE STUD. SEE XOLD fG-1/<'x$1/Y Sp55LREW5 i0 DOUBLE STUp OOW N pETAIL - ~ s" LP FRAMING <'.o' - _ I ,ee NAILS qT e"OL -a~, 02`717 OP DETAILS J CORNER CONNECTION A J C OF NEy"; slpE wqu r SHEAR WALL DETAILS ~ WING WALL FRAMING DETAIL UJ scALe r = r-0° ~ CORNER HOLD-DOWN DETAIL U scALe 1n" = r-0° scALe i in" = r-0• C -2 . 0 0 > t~ z > ~w ~a~ ;`sa° "x? ~ E ~ oa a 0 ~ ~ w f- - ~ w ~ n, i at gr w Q } ~ ~ Z W ~ d6 O ~ U c~ L s ~ ~ V ~ } 'o ~ W a~i ~ ~ ~ so ~ ~ Q ~ ~ ~ 2 O ~ i o o'~ so ~ m~e rora n.2ooc - er..o er cvv ~ ororxm ev cvv ~ FIRST FLOOR PLAN -ELECTRICAL SCALE 1/4" = 1'-0" yp o~ eam First Floor Plan - Lighting & r Electrical E-1.1 o tie o z a 6 ~ g °o > 93~~ ~ Z ~o~ TARI.F. RIG023(1) F'AFTF,NF,R SCNF,DUI.F F()R STRUCTUR AI. MF.MISF,RS srqucTUaAL C[NFxM NVr[s RDUVH CAaRENrgr g < DESIGN LOMS 1. ALL WOW MEMBERSSHALL BE NEW MATERIAL A55PECIFIEDIN THE FOLLOWING NOTES, DRAWING$OR ~ i\UMtlER AM1'p T\'Pk SPECIFIGATION$ rJF THE VARIOUS PORTIONS OF THE SigUCNRE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS IN CONFORMANCE WITH THE$CU]RESIDENTIAL LOGE OF NEW VORx STATE. 3. ALL WLOp MEMBERS SHALL BE SURFACEp pqV WITH AMq ]MUM MOISTURE CONTENT OF t9%gT TIME UEPCRIYII(IN OP tlU11111V1: EI.El1[M1l\ Ppti14:pERa"c' 9VgCIM1G n4 FAti1f M1E1Ll OF DRESSING. Joist to sill or .irder, LLK nail 3-Wd f. cRwvltt Loaps. ,rte 3. WOOD STW55HALL BE qLN-DRIEp, STUD GRADE Icx G subll Wr or IC69 a. each jUisl, fact rail FLOOR urF LonnS 25tapI¢s, 13/A, - ONE AND TNO FAMILYDWELLINGS. WWOSTUD WALL$SHALL BE 2~AT t0'ok FOR EMERIOR WPLLS $ca qT 10'c/¢FORINTERIOR DECKS. 00 PSF WALLS ^_-subOeor to jarist or irder. blind and face nail 2-14d - STEEPING ROODS: aD VSF IlJ Sole plate lU joists blWking. fam nail IGd 1(PJC ATTICS:IDPSF 5. PROVIOESOLID WALL BLOCKING SPACEp AT B'A"WC VERTICAL. ALL OTHER ggEAS'. AO PSF 8. ALL WALL STUDS SHrllL BE LOCATED VNDER FLOOR HJIST50R ROOF RAFTERS. F- o yr sn a late ro smd, end nail Ifid - RooF uvE wAn.2D PSF C SNd [O 90Ie Ia[¢, rOC nail ,l-$d Or P-16d - ] HEADERS FORWWDSNO WALL OPENINGS SHKLBE MULTIPLE Le'S. VNLESS NOTEDOTXEflWISE L Double svWs, face nail II]d $y'OC SNOW LOPDS: HEIGHT STUp50N EgCH51DE OF pLL OPENINGS IN EXTERIOR WALLS. WITH GROUND SHOW LOAD. hI PSF P. PflONOE WUBLE FULL- W tbUbltt Id@S. fBCC pall IQd ?.Fp C. G=1a AppITIONALJALN STUD TOSVPPORT LINTEL FORINTERIORBEMING PARTITIONS.PRONDESINGLEFULL- SUIe aleW019lpblOekln al bracW wall panels 3-IRd ICFnC, ~=1 p1 HEIGXTSTUD ANp JACK STUDON EACH SIDE OF OPENING. d VOUbIC tOp pIdICS mIVImUm ?41vCh Of(PCI Of ¢nd jOlvlP, f3-IGd - FUT ROOF SNOW LOAD. IS PSF B. FORM CORNERS WITXA MINIMUM OF THREE STVDS SPIKED TOGETHER. face rail in la afP2 2 UTEflAL LOADS. ID. PROVDE SINGLE BOTTOM PUTE ANO W UBLE TOP pIATE IN PLL WALLS. RIUCk1n belwCCn ~Uials ur l'AfICrS lu lu Ia4. lUe rail 3-gd WINDLOADS: I1. PoST55HALL BEWWUSFIR W.1. Rlm nle11p 10 eIC, NC nAII Ed (r nC, pE51GN WIN05PEE0. 130 MPH TO IEICP, IA sat comas and intcrPCCtians, fact nail 2- DESIGNUW ACCORDANCE W ITN ASCE4 12 DIMENSION LUMBER FOfl JOISTS ANp RAFTERS SHALL BE HEM-FIR Fb. $ OR SPRULEFINE-FIR No LNO.2 Ruill-up header.lwu piaros wilhll$=agar 1(id lrnc elOn eACh ed¢ 13. ALLLVMBER E%POSEO TO WEATHER INCONTACT WITN CONCRETE 00.1MSONRV, OR NOTED AS'P T' g g ON THE DRAWINGS. SHALL BE PRESWRE TREATED WITH WOOD PRESERVATIVE. ALL PgE55URE TflEATEO Gmtinucd header, two pieces 1(id IC+'0.C. 81ong CaCh ede FWNDATIMLS WOODMEMBER$SHALLBESWTHERN PINE NO.tOR BETTER. C¢Ihn UISLS IO Ia1C, (O¢nail i-gd - T FOOTINGS HAVEBEEN DESIGNED ASSVMINGAMINIMUM BEARING CAPACITY OF ONE TONPER 50UARE FOOT. W. PROVIDE WUBLEJOI5T5VNDEq ALLPPAALIELPARPTIONS. Confinuous header to emd. Ice nail 1&1 - 2 REMOVE ALL SOFT, ORGANIC OR OTHER UNSUITPBLE MATERIAL FROM VNDER ANp ADJACENT TO ALL FOOTINGS. 15. NOTCHING IN TXE TOP OR BOTTOM OF JOISTS SHALL NOTEXCEED 12 iME pEPTH OF THE JOIST AND (eihn ~OiSt, 8N(»er Iri}lOnfi. faee nail B-I(M - SHALL NOT BE LCCATEDINTHE MIDDLE TXIRD OF THE SPAN. HIXESBOREOINIHE JOISTS SHALL NOT BE r^ 3. ALL EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWNA MINIMUM OF THREE FEET BELOW FINISHED EXrERIOR WITHINYOF TXE TOP OR BOTTOM OF iHEJOIST ANDSXALL NOT E%CEED 1/3THE pEPTH OF TXE JOIST. v CCiI1B OISl 41 II¢I mf[¢IP. (aC¢nall 3-IOd - GRADE. OR PEEPER IF REOUIREp BY THE LOCAL BW LpNG DEPARTMENT. Rafter lU IaIC, lUe sal Q_16d - 18. INSTALL ONE LINE OF CROSS BRIDGING FOR EACH BU'OF FLOOR FRAMING. INSTALL SOLID WpOD a. NO FOOTING SHALL BE PULEDIN WATE0. BLOCKING BETWEENJOISTS ANp RAFTERS THAT ARE PLATFORM-FRAMEp OVER SUPPORTING MEMBERS. -l 1=6mce to each stud and IalB fnCe pall ANp A9 gE0UIREO FOR FIRE-$TWPING ~ L p 3 E. MATERIAL ADJACENT TO PND BELOW FOOTING SHALL BE KEPT FgOM FREEZING AT ALL TIMES IF ANY MATERIAL IS 28WpICS I Iq' - FOUND TO BE FROZEN. IT SHALL BE REMOVED ANO REPIACEp WITH CONCRETE. 1]. WOOp CONNECTOR$FRAMING ANCHORS, DRILLED-IN ANCHORS AND OTHER ACCESSOgIES, SHALL BE ~ 'Q 2-[~ APPROVED BV TXE ARCHITECT IX 6'sheathing to each bearing. Cate nltil N - C ~PUy.C5. 13/G - W3T-IRRACE RENFd¢ED CONCRETE Ia. pLL W000 PANELS FORFLOORS.ROOF$AND WALLS SHALL BE APA RATED PLYWOOD. ALL PANELS O (d _ SHALL BE INSTALLED WITH THE FACE GRAIN PERPENOICUTAR TO SUPPORTS. 1'x ~sheelhing to each bearing face nail ~gd 1. ALL CONCRETESXALL BE NORMAL WEIGXTANp sHALL ATTAINAMINIMVM $a DAV COMPRESSIVE STgENGTX OF r, iSUpICS. I3lA+ - 3000 P51 19 PROVIDE CCA TREATED.E%rERIOR GRgpE PLYWOOp WHERE PERMANENTLY EXPO5E0 TO WEATHER. v 3"~ 2. PROVIDE 51%PERCENTIPLUSRAINUS)AIRENTRAINMENiWALL CONCRETE EXPOSED TO EARTH OR WEATHER. 2¢FLCOR PANELS SHALL BE TONGUEANO GROOVE,1a'THICK APA RATEDPLYWOOp$HEgTHING. ~ L Wider than 1=x R= Phea[hing ro each bearing, (ace nail 9 staples, I a/p - EXPOSUflE 1 wITH q G9Y2a SParv RATING. RUill-U COm¢f Studs 3 REINFIXiCING STEEL SHALL CONFORM TO ASTM MIS GRAPE 80. L I(M 2Y O.C $T gCOF PANEL55NALLBEYB'THICK APA RATED PLVN0005HEATHING. E%POSUREI WITHAB&3A NaII ¢aCh lAVer aP fOIIOwS: < LLEAflANCE OF REINFORCING BARS FROM CONCRETE SURFACE55HALLBE. SPPN RATNG. L 11 YZ' nC. al rOp dnd MMm q UNFORMED FACE IN CONTACT W ITH EARTH. 3' $2. SHEAR WALL PANELS SHALL BE 1IZ' THICK APA RATED PLYrVOOD $XEATHING, EXPOSIIflE t WITH A 2p ~ IL Rnlll-up glyd¢M1 and bCem5. 2-irK'h lUml%rla'CT9 IVl1 OC SPAN RATING ALL PANEL EDGES SHALL BE FASTENED WITH IM NAILS AT G'dc TO FggMING AND Y B. FORMEp FgCE IN CONTACT W ITH EARTH. 2' and staggcral. TNV ruff 15 al C. FORMED FACE E%POSEp TO WEATHER'. Z BLOCKNG. ends and ateu'hs 11[C. $3 USF1?$XEATHING GRADE FOR OTHER MI$CELUNEOVS APPLICATIONS. 3 IankS 5. PROVIDE WWELS FROM FOOTINGS TO MATCH VERTICAL WALL ANO PIER REINFORCING. MINIMUMLAP LENGTH F .~--IGd AI CaCI16Cefing SHALL BE 00 fl4R OlAMETERS. Rmf RflCrs [U ridgf. a'aIICY nr hlp mflCr4' 20. ALLFLUSH FRAMED MEMBERTOMEMBERCONNECTION55XALL BE BY JOISt OR BEAM NANGERS.UG U Q! BOLTED OR iHRVAOLTEO CONNECTIONS PRE AS INOICATEp ON THE DRAWINGS 1 TUC 11811 i1Gd - STRUCTURAL STEEL ~ L fdCC'n81 1-1(jd - $S. REFER iO TXE BOILpING CODE NAILING SCHEDULE FOR NAILING ANO BOLTING NOT OTXERWISESPECIFIED 'O I. STRUCTURAL STEEL iUBE55HALLCONFORM iO ASTM ASW. GRADE BMINIMUMF JB KS ON THE DRAWINGS. Rater lies m rattan, fxe 3-8d - Y 2 OTHERSTRDCTVRALSTEELSXAPES ANO PLATESSXALL CONFORM TO ASTM A39, UNLESS NOTED OTXERWISE ENGINEERED VIQ)D PRODUCTS ~ V/ 3. SHOP AND FIELD CONNECTION55HALL BE BY HIGH STRENGTH BOLT50R WELDING N 1. IAMINATEp VENEER LUMBER (CULT SHALL RAVE THE FOLLOWING MINIMUM DESIGN VALVES. /1~ 5[ACIkC Of fA9i[VRgS G. PROVIDE HON-SHRINK GROUT ANO LEVELING NUTS UNDER ALL COLUMN BASE PUTE$ ANCHOR ALL COLUMNS A BENDING=2,PW P51 ~y UGSCRIYfX)V Of gIILDING 4urrAbN TO WALL ANO PIER$WITH FOUR 3I1'DIAMETER ANCHOR RODS,I<'LONG.AINCH HOOK B. $XEAR $&5 p51 ILIV LPL/ N ATI g1Alti UF.4'RI[TIOK Oi FAtiif M1f X0.gJ.e I C. MOE =2,OW K51 ^1r'W=1 c'e rb.q^I 5. gLLXOLLOW TUBE COWMNS SMALL HAVEAI2"DIAMETER WEEP HOLE IN TXE SIDE WgLL SET I"ABOVE FINI$HEp N'stl eemN p..e6 ^eM1..,.-h.e.^B rY..Jy u1^^ly,.etl rtiieb.N...UabLL' ua.rr FLWRFOR DRAINAGE DURING CONSTRUCTION. UNLESS TUBES ARE DELIVERED TO THE JOB SITE WITHgSEALED 2. LVL BEAMS MAYASINGLE PIECE OR MApE UP OF MULTIPLE t-y4'OR N/S THICK PIECES PSL IS AN 5/Ifit1/2' 6d aummUn vml (aubnWr, Wall) fi l'+9 GP PLATE AT EACH ENp ACCEPTABLESUBSTITUTEFOR LVL Ed CUmmnA Vell (fUUQf 6. ALL WELDINGSHALLCONFORM iO TXE REOUIREMENT50F TXE AMERICAN WELDING 50CIETV'CODE FOR 3. MULTIPL£LVL BEAMSSXALLBE CONNECTED TOGETHER WITNA MINIMUM OF TWO ROW50F f/$' 19/52i1r &l common Dail li 1.9 WELDING IN BUILpING CONSTRUCTION'AWS DiI DIAMETER BOLTS PER FOOT. STAGGEREDTW ANp WTTOM. MULTIPLE LVL BEAM51E55 THAN f2'DEEP ANp NO MORE TXAN 31p' WIDE MAYBE NAILEp TOGETHER WITH q MINIMUM OF TWO ROWS OF 1M NAILS 1'/g'k ba` IOd common nail or Rd deformed ndl 6 12 vER F(pT. OYen nJl ieeWYM1 flzc niWu cWlWUnic fib vAuurJ Illz'BWravircd mufvB VWl bJmmm~w rail elaplu Z 6 xnealMng Iti gv..ll/zbng - 1I2+awrnnl eAlulreic I/$c%Wraniaadr~ng pal FJCmmm.n nail adPle .l (i lilerboW ahraUiue I4 eu.. 1112bng zs/33`suvemml aBWVVU 131gagWvaainW raef grail qd mnurovvWl abple l C lhrpurd sheelhin8 Ifi ga., 13lgbg flz'evv'um uhmlhlux If/z'eilvmirW~enWl: Mcammuv rail: 9 8 anrye gWvmixG. 1'/tans: 1'rasagws, rvpa w 5/gx pWaaar ahoMin lDS Gale Agll 1], 2008 8 A'HWvaviEN r~v8 rail; 8d cvmmov mif. 1 8 eraPle gWvaW m1.15/g-0mIE: 10/gesrtec Type tl oats Ae lMlmte] e5 erewoM a,lror ml eeb ^^bWlbe^Mxr aYerbmuln cFeckej by CMder $la aaJ la, Wdcfortned nail uT kid commW nail ( 1? ]/g~-t° Bd common lull or Rd dcformed nail 1^_ - I I/e'-11/a' IM common nail Dr Sd dcfnrmcd nail 6 I ~oa dale Structural Notes Nailing Schedule S-0.1 ---- - - - - -- - - --- - --- - ---- ----- - -------- - -- RI GRADE PROPOSED PROPOSED GRADE Q) C d ENDCTYPE �-��i i� • . (f��� a 255 M LEVEUNG DEMCES {:7'I :� A 2 p•,1 ,\\\\ // `�\ \ Ja. \\ \ MIN. 4' � � �'', � •� Y rT, \ EXISTING WATER MAIN 2" MIN. ABDYE IxLEr Lkr L lwl.` W U) OUIIFT INJERf o, 2' MMI. \ ` , 1 www......111 �..I / L� #1\ \ \�/ J Z V + \ ~ li INLET PPER GODEE05 \ FG V \\ MIFFLE REWIRED I Y.pF`TER NED B-JURtSC7�IYSDEC 6/18 0� 0 \\\\ \ N \ ` M' A \ a ' r?1 ((� TYPICAL DISTRIFILMIN BOX Zai \\\ \\ e \ \ \\I �� _ NOT TO SCALE C / APPR X. COASTAL�EgCISIO�\HAZARD LINE \\ \\ \ `Ay�\ \ \ O \ MAY 6 2009 PER OASTAL EROSION ZA AREA MAP µ \�-� \ \ TONEWOYORK; PHOTO F SOUTHOLD;�EO 1185N.3 \\ \ \\ \ \ \\ I DG.DEPT. SHEET 49-FI OF/49; /$9/B8 \ \ \ \ 381 \ O TOWN LOF SOUTHOLD �� I \ LOCATION MAP SCALE 1 "=400' INN / K• ,�•y9,��\)`�' \ \ (SEE y$ I I \ \ PLAN S Fo H.s;, 9 AgPRO%. LIMITS OF Z/�5 // �, \ \ N/F 31RON ��'BEEEB cNjP aG TIDAL WETLANDS AS / I JEANNE A. MAY FLAGGED BY I. COLE / /VERIFIEDBY G. JUST / �� \ SINGLE FAMILY RESIDENCE s'-o" 1J GTANDARD SUBDIVISION PLAN PREPARED FOR FITF, LLC;ON SITE SEPTIC k M.O. CONSULTING / J \ MUNICIPAL WATER RESERVOIR ROAD; FISHERS ISLAND, NEW YORK; DATE: 08/16/2006;04/02/Op ^ / \ SCALE: 1"=40; SHEET 1 OF 1 ; CME ASSOCIATES;; NORWICH, CT./ I ' of o� 00o O❑F NECESSARY , \ "EC SOti EXPANSION ite ;o a tl1ES M DETAIL 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 13.0 SFpfIG \ ❑17 000 0 COBBLE \\f ,�>V I I / (NOT TO SCALE) ❑/ I INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE BEACH / /f ( 1 �6--6°—+I PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. / / I ,o O \ / LEACHING POOL DETAIL 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY / / \ \ NOT TO SCALE PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED / Ir ";.-; TH \ 4 i LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. / r r. I.: .y w3 4 \,"P` .r N/F oQ----'\\ \ \ •as �\ / ejf ST` 'a° MARTHA P. LITCH 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Y \ ( '' - f' ,� 0 1o'-s• ARE THE PRODUCT OF THE LAND SURVEYOR. Of KNOCKOUT INLET AND O OUtLET OPENINGS 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND >_ Eto \ ;,� %Ffi ¢Eyl n1 p M (� \ RIBS INSIDE GEOL ETIC SURVEY TRIANGULATION STATION "PROS" V Q •fir -­N aFEa"t J 0 1 \ Ct \ '� ',++ ARIOSE �'\ .m + + 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX 0 K r AVSD) n, Q \ \ \ MAP 1000, SECTION 009, BLOCK 8, LOT 2. a o _ o �/ �JJ w Q > // O \\••• � p• ( °?� �. \ 6i BF`R�JN , \ 6.) TOTAL AREA = 0.93t ACRES. N UI In CAST POLE CAST CONORErE CONI 7.) SITE IS LOCATED IN R-40 ZONE (- 1'L" w D= LLJ PIdN _ 8.) OF LOT COVERAGE PROPOSED FOR LOT IN R-40 ZONE WITHLn / \ COVER LOCKING CASTING A BUILDABLE AREA OF 28,400 SQ. FT.= 6.2% (BUILDING, PORCH & \ xlDt 4 \ /ORYWELL \� \ n , IF amp 7 To GRADE STEPS = 1769 SQ. FT.). EXISTING BUILDING (TO BE REMOVED) _ FOR ROOF \ \1 •{',gyp,-0 FINISHED GRADE LEADERS i:Mi112.6/12.6 WI E MESH 1125 SQ. FT. EXISTING % OF LOT COVERAGE = 4%. \ \ •• / IRON \ 3 a x a 6/a wig MESH ELEV. 13- LIMITS \ PATI PIPE \ mb, a• 9.) OWNER: FITF, LLC OF FLOOD ZONE VE (EL 13) \ \ \\ \ \ \\ \ IxuT 3•wrt� s wm oITn.LT C/O 51020 PATRICIA MAIN ROADS, ESQ. PER FIRM PANEL 19 CA •' h 2 CHAIN LINK uowO uvEL \ \\ •� . " �' \ . anlEr 6SOUTHOLD,31-765- N.Y. 11971 FENCE mxnMlws wr \ \ / >Y •i AwPEr 9FAE L m xrtx 631-765-4330 `'A \\ \ 'a r 4•IMsaxEW1E I 1/P PF STONE SLOPE l/ Y \ • ' \� \ Er Iwu m rar r 2.2t \ x 10.) PER TOWN OF SOUTHOLD ZONING REGULATION 280-104-A FRONT YARD IS SHOWN AS AVERAGE OF EXISTING BUILDINGS WITHIN \� \�\ �,,.(�� 4• ��• 300'' = 38' (SEE SUBDIVISION PLAN) CROSS SECTION 't 11.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE o \ \\\ LIMITS OF TIDAL \\ \ b 1500 GALLON SEWAGE DISPOSAL SYSTEM. N = \ \\ o a WETm LANDS AS INDICATED \ 2 COMPARTMENT = BY C. HAMILTON, \ \\ \ \ e_FPnC TANK 12.) ;BASE FOR LEVELS: NGVD 1929. z N NYSDEC DEC. 13, 2006 NOT TO SCALE 0 \ \ r4 IRSTALL AND WINTAW LOT 3.4 V) o z \ \ 'DJ\�\ SLT FENCEWTH Y� N/F — o �\ Wim+ CDNSTRUMM JANE HARVEY do > LOT2 \ \ o� CHARLES CURTIS TEST HOLE w DATA WITNESSED BY: RICHARD H. E P.E., L.S. o SINGLE FAMILY RESIDENCE ADDITIONAL DATA FROM BORINGNG BY8 BY GLACIER DRILLING DILAPIDATED N/F SEPTIC SYSTEM h < n DOCK FITF,LLCRON PIPE MUNICIPAL WATER T.H. )'3 R/04/06 FF FIRST FLOOR � AREA R4 NHI ZONE' 0"- 24' SANDY FILL ELEV ELEVATION o o 40,67(LE SQ, FT. 24"-34' TOPSOIL 34'-66" SANDY SUBSOIL SF SQUARE FEET z 0.93d:ACRES 66"- 9' SANDY TILL W/ BOULDERS Area landward of Coastal 9'-20' BROWN MEDIUM-FINE SAND, — — 20 — — EXISTING CONTOURS UTFLE COARSE SAND AND FINE GRAVEL co Erosion E azard Line BczD PROPOSED CONTOURS Q 3 WATER AT 14.7' o A rox. CVetlands Line vwv rY, ~ PP EXISTING TREELINE a =28,40Ot sq. ft. Unified Soils Classification (USC) System (from ASTM 0-2467) Q N —� Major Division: ltGrained Soils, Sands with Fines BUILDING SETBACK LINE SM, Sip Group Symbol: SM, Silty Sands, Sand and Silt mixtures o 0 �• �' NRCS, USDA Soil Classification- CuB PROPOSED SILT FENCE n N y n PROPOSED LIMITS OF CLEARING m o r o n a ¢ N SILVER EEL COVE PROPOSED BURIED UTILITIES O o o w PROVIDE 20 Fr w ez z w LL (MEASURED FROM DWTWG WIYBAE9 SEPTIC SYSTEM DESIGN 20.0 INVERT ELEVATION 'o oo F BUFFER EXCAVATION INSPECTION REQUIRED _W M NATIVE VEGETATION FOR SANITARY SYSTEM (ROSA_RM,pg\ BAYBERRY) 3 OR 4 BEORROM RESIDENCE -ft1-TH,} TEST HOLE a m o o v BY HEALTH DEPARTMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROVIDE: T 1000 GALLON SEPTIC TANK DATE: 03/12/2007 PERMIT FOR APPROVAL OF CON€7PRUCTTON FOR A 1 DISTRIBUTION Box QUALITY CONTROL CERTIFICATION 4Q fSINGLE FAMILY RESIDENCE ONLY 2 - 6.5'A x 6.5' LEACHING POOLS SCALE; 1 ' = 20 GROUP REVIEWED A DATE r_ -l� 5 PROJECT &tJAGER APPROVED r ROOF DRAINAGE CALCULATONS , 'r SURVEY I \ l "'. 20 10 0 20 SHEET ENVIRONMENTAL MAXIMUM OF BEDROOMS I - _ - CML J 175 S.F. X 1.0 % 2/12 = 292 Cu, FT. 1 _ 'JV"' GRAPHIC SCALE IN FEET � 1 OF sTRucruRni EXPIRES THESE YEARS FROM DATE OF APPROVAL 292/50.27 5.8 - 6 V.F. ARCMTECTURAL - USE 1 - 8'0 X 6 Fr. DRYWELL FILE 3 IIIIIIIIIIIIIII ' °� E NYSDEC JURISDICTIONAL BOUNDARY III I III II ( N/F AS DETERMINED BY NYSDEC 6/18/0 I I III I I O • �� IIII IIII I \ m III III / UNION FREE 1 �, 1 LAG SCR&W rxxm`A>•'1,"A uEn(• d eY , I 0 0 IIII I / IN CONCf�ETE SCHOOL DISTRICT I �. I �I , �,e,,,r � U � r � APPROX. COASTAL EROSION HAZARD LINE II (VACANT LAND) III III `0 OL PER COASTAL EROSION HAZARD AREA MAP II TOWN OF SOUTHOLD; SUFFOLK COUNTY I I I \ �\ "'"ate IIIIIII I EQUASTRIAN I•-a NEW YORK; PHOTO H TFI OF 49; 8/29/88 IIII IIII I '\ d� CHILSED CROSS P� I�IIII ��\ I AVE a a III II �� IN ROCK 'I II III/\ \\ • ✓✓� \ III \� _`__M1J .� N \ s'-O' Illi ,� ` � � RESERVOIR ROAD � ;;1; I , .,.�- �^Z / •,D.•..' g ;� � viii ' P I i i y- •6A yyy� o ru MIROCKY BEAC \ - .r '. +�6--— BRASMARKER w a ` IIII li ll, �',m eu.eN II i , O r� MMF FOX LANE IIII I I — \ •\\ /\ / 3' MIN. 11 III I I �4- �L' xe'iw°n.oraem t J \ ,w� m 12 LEACHING POOL DETAIL 1 I�I 1 ``�\� ____ , WHINHROP ROAD N HIGH SEASONAL I \ \ ` `- J 0 NOT ro SCALE P78BEB9 ]BI,AtiD SOUND /� M GROUNDWATER ` U TRANSFORMER ; PAD I�q��� ` \\ ✓ 1 `t WHISTLER ROAD (2)-2"x2"%3' STAKES \_\j9 ! \\ ' [�• GREEN WOOD ROAD FUER EACH SALE FUER j,s% \ e • \_ FABRIC FABRIC POST T7. `\ / axa LOCATION MAP SCALE 1 "=600' U COMPACTED I Sf r ee .` / I 1 BACKFlLL \\\\\ \\ wrODEC�URISDICTIONAL BOUNDARY 8 ' 31 I \ I ! ,M. MAP REFERENCES ANGLE 1a UP SLOPE l\ / _ \ YMIIN r.IINI AS D,F�fERMINED BY NYEOEC fl/18/01 /� `� I I 1 I ' FOR srABlLrn AND �� PER \ I 1 SELF CLEANING \\ ( O 1.) SITE PLAN PREPARED FOR CAROLYN J. DOHERTY; RESERVOIR ro LOT# T.H. \� NOT TO SCALE \,. ,�. �� ROAD; FISHERS ISLAND, NEW YORK; DATE: MARCH 23, 2001; SCALE: N/F �1 T.H. As.JR 1"=40'; SHEET 1 OF 1; CHANDLER, PALMER & KING; NORWICH, CT. FJTF, Lw LC 1 •a rux sso \ A'}3N R-80 ZOTSTE_ I EXISTING WATER MAIN \ f• NOTES 102,8%1, SQ. F,;q \\ I 1 I CO CR N eTE \ SILVn a� cove �� ay.x ar• I I I 2.0=L ACRESI I I G� 1 OBSERVATIO 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE � I IIII I `�---, ealan�ardof / 1 1 sly TOWER .... ae,�� _ � '' INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE u PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 0 x I III r_ CQastnl Erosion Hazard Line _ 1i I II 1L�r� J 53,950 sq, ft. I' �1 \ "�1ew •�.�. wx�( • EXCEEDS THE SCOPE OF THE ENGAGEMENT. of of xxnar.JA 1 I ✓//! J VELOPMENT PROPOSED I \ \ \ \ \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY MONUMENT \ \ \ �\ V `� PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED o O J o Z I \ \ \ - LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. TO BSP I 3 \ \ \�-- - - - \ N/F Mwr"./Fimor■ vl J25 ��\ \ CHRISTOPHER L. " , D 0 SURVEYORS SIGNATUREES OF HAND AN ORIGINAL EMBOSS DIS SURVEY MARKED WITH E ORINKSEAL DO LL R \\ ��� \ \ , \ \ \ RAFFERTY KEY MAP SCALE 1 =1 0 W w FISHERS ISLAND SOUND \ \ A \ ARE THE PRODUCT OF THE LAND SURVEYOR, rn rn MW 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND w ('�,i'� \�" \\\\ \\✓ +-LA' �`\ k IEST HOLE WITNESSED BY: RICHARD H. STROUSE P.E., LS. GEODETIC SURVEY TRIANGULATION STATION "PROS" o ^/ T.H. Yt 4/02/O1 N/F �. AP 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX \ A\ JEANNE A. MAY O D"- 6' TOPSOIL'¢* �} BSOIL- SM MAP 1000, SECTION 009, BLOCK 8, LOT 2. L �Z' qO 24"-10' COARSE4' SANDY USAND/GRAVEL WATER O 7'- SP SINGLE FAMILY RESIDENCE 6.) TOTAL AREA = 3.301 ACRES. MUNICIPAL WATER 7T.H. 1/010 ON SITE SEPC k 7 0"- 14" TOPSOIL 7.) SITE IS LOCATED IN R-40&R-80 D ZONE. I IAPPI/OX. LIMITS OF / ��Iry f1 \ S {)10) \\ IRON 14"-32' SANDY SUBSOIL- SM ITIOqL WET NDS AS IN IB \ �\ PIPE >y 32"-56' SAND- SP 8.) % OF LOT COVERAGE PROPOSED FOR LOT IN R-40 ZONE WITH GGED BY 1. COLE I a',• 56"-13' SANDY TILL- SM A BUILDABLE AREA OF 28,400 S0. FT.= 6.2% (BUILDING, PORCH & I dt ERIFIIED BY IG. JUST (i^,$T�� \ \ / oJ¢ / WATEMORE COMPACT TILL 0 96"t STEPS = 1769 SQ. FT.). EXISTING BUILDING (TO BE REMOVED) _ I \ 1.0. C01M4"LTIN__((77�� 15' �/'` / .•' / 1125 SQ. FT. EXISTING % OF LOT COVERAGE 4%. 1 U4/02/Ui I / / ••.•• \ / T.H. 63 8/04/06 DETAIL ADDITIONAL DATA FROM BORING BY GLACIER DRILLING 9.) OWNER: FITF, LLC �O a3 a O '- rc ,,�y I •.•••••• �• ,�, / (NOT TO SCALE) 0 24" SANDY FILL C/O PATRICIA C. MOORE, ESQ. 3• 24"-34" TOPSOIL 51020 MAIN ROAD T ' 34"-66' SANDY SUBSOIL- SM SOUTHOLD, N.Y. 11971 En w COBBLE �1I 1 66'- 9' SANDY TILL W/ BOULDERS- SM 631-765-4330 z BEACH / 0 2 Z If o o y i J W-20' BROWN MEDIUM-FINE SAND, m m m —\ < < �\ �� ♦ O N/F UTTLE COARSE SAND AND FINE GRAVEL- SP 10.) PER TOWN OF SOUTHOLD ZONING REGULATION 280-104-A ox 1 0 0 6 PIIDPOWD) MARTHA P. LITCH WATER AT 14.7' FRONT YARD IS SHOWN AS AVERAGE OF EXISTING BUILDINGS WITHIN a i z i \ // \ \\ A 2�et of •�7� \ 300' = 38' 3 @ g 6 3 \\• aL0..1W.6 Unified Soils Classification (USC) System (from ASTM D-2487) - '" o 0 Major Divisions: Coarse-G 0 mined Soils, Sand and Sandy Soils. \ \\\ •• PJI6GNo\ Eiit �� \ Sande with Flnes (SM), Clean Sand (little or no fine) (SP) I HERBY CERTIFY THAT THE WATER SUPPLY AND SEWAGE DISPOSAL W// \\'.• / *N'2% / Group Symbols: SM, Sllty Sande, Sand- Slit Mixtures, SP- SYSTEM FOR THIS PROJECT WAS DESIGNED BY ME OR UNDER MY 8 8 g o 0 6 'T`4y POLE Poorly Graded Sande, Gravelly Sande, little or no Rnes. DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY OF THE N N 306 \ NRCS, USDA Soil ClaeelRcatlon- CuB SOIL, SITE AND GROUNDWATER CONDITIONS, THE LOT, AS PROPOSED, a o m r •'. _ \ }� / SEPTIC SYSTEM DESIGN COMFORMS TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH ELEV. 13- LIMITS ORfN411 L SERVICES CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE. \ • IRON 'FO,o 7b OF FLOOD ZONE VE (EL 13) \ \ PA TO K LE� PIPE �, N/F 3 OR 4 BEDRROM RESIDENCE Q PER FIRM PANEL 19 • ^,O W CHAIN LINK\ WILLIAM H. WOOD, JR. V` • •• FENCE PROVIDE RICHARD H. STROUSE, P.E. #59363 L.S. #49521 DATE STONE SLOPE ••.• \ �, 10DI GALLON SEPTIC TANK 4 \\\ • .4,� 20"2* y� • 80 1 -DISTRIBUTION Box SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES a 3 ��\ \ �A�(�/ 4Ty, 4p 2 - LEACHING POOLS (SEE DETAL) HAUPPAUGE. N.Y. m LIMITS OF TIDAL WETLANDS AS INDICATED ROOF DRAINAGE CALCULATIONS DATE: u, BY C. HAMILTON, \ �' •• LOT 3.4 s'9 < o NYSDEC DEC. 13, 2006 INSTALL AND MNNTNN N F N N SILVER EEL COVE / 1750 S.F. X 1.0 X 2/12 _ 292 CU. FT. m m \\ BLT FMM YCI® n Tri n Wim KWUn JANE HARVEY & z9z/so.z7 = 5.9 - 6 V.F. o o LOT 2 0OSAO OON!MACIONCHARLES CURTIS EXISTING / i USE 1 - 8'0 X 6 FT. DRYWELL THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR O0 n I o N DILAPIDATED O i DEVELOPMENT FOR FRF. C IN THE DOCK N/F IRON PIPE SINGLE FAMILY RESIDENCE 1H STY' `i�� TOWN OF SOUTH WITH A TOTAL OF 2 LOTS WAS APPROVED o o �J SEPTIC SYSTEM & HOUSE m `3r ! \ ON THE ABOVE DATE. WATER SUPPUES AND SEWAGE DISPOSAL Z i Z B FITF, LLC MUNICIPAL WATER '� i til �" / w x c2 3 v o 8 FACILITIES MUST CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AREA IN MR ZONE i \ - N/F NOW OR FORMERLY AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE W o , qa = o QUALITY CONTROL CERTIFICATION— 40,6701 S , FT, N/F PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL o Oa o ❑ u u G Q _ / WILLIAM WOOD S.F. SQUARE FEET BE VAUD ONLY IF THE REALTY SUBDIVISION/DEVELOPMENT MAP IS GROUP REVIEWED DATE 0.931 ACRES DULY FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. DATE: Of 8/2006 PROJECT MANAGER I HERBY CERTIFY THAT THIS SUBDIVISION MAP WAS MADE 20 - — EXISTING CONTOURS CONSENT IS HEREBY GIVEN FOR THE FlUNG OF THIS MAP ON WHICH FROM AN ACTUAL SURVEY COMPLETED BY ME JUNE 15, 2007 Area landward of Coastal SURVEY THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE COUNTY CLERK ENVIRONMENTAL AND THAT THE CONCRETE MONUMENTS (SHOWN THUS) Erosion Hazard Line At N/F \ )E FENCE IN ACCORDANCE WITH PROVISIONS OF THE PUBLIC HEALTH LAW AND SCALE: 1 " = 40' WILL BE SET AS SHOWN. PRD1110E 20 FT / EXISTING cmL Approx. Wetlands Line (MEASURED FROM DOSCNG FLAYBALES) JANET H. HARVEY & 1.5 STY. �� \ 40 20 0 40 THE SUFFOLK COUNTY SANITARY CODE. SRUcnaw q, NON-TURF BUFFER PLANED A�. SHEET =28,4001 S ft. WITH NATIVE VEGETAT10N R. VEE, R. HOUSE / �' •Op- GRAPHIC SCALE IN FEET ARCNnEcruRA. RICHARD H. STROUSE, P.E. y�59383 L.S. X49521 DATE (RDSA-RAGOSA, BAYBERRY) HARVEY, JR. '+• VRO MINEI, P.E. 1 OF 1 FILE ]4693 DIRECTOR, DIVISION OF ENVIRONMENTAL QUALITY MAY 4 Zppg D BLDG.DEPT. TOWN OF SDurHDLe n E m I U a v \ I I W e N N w WOm U � v 1 \ ` EXISTING WATER MAIN Z z o 1 m I Cn U v N 1w @65 E � 3 \ NYSDEC JURISDICTIONAL c a BOUNDARY AS DETERMINED BY NYSEDC 08/18/01 r , LOCATION MAP SCALE 1 "=400' APPROX. COASTAL EROSION HAZARD LINEp9 EY rA,y�eNO \ AMP REFERENCES PER COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD; SUFFOLK COUNTY, � O�N 1.) STANDARD SUBDIVISION PLAN PREPARED FOR FITF, LLC; RESERVOIR ROAD, p�y NEW YORK; PHOTO NO 41-1185-83 yg \ FISHERS ISLAND, NEW YORK, DATE: 08/16/2006; SCALE: 1 "=40'', SHEET 1 OF SHEET 49-FI OF 49; 8/29/88 5 �'� - 4'Aj, /Q 1; CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLUG O NORWICH, CT. 1 B6 00 .q I 1 „ 2.) SITE PLAN PREPARED FOR FITF, LLC RESERVOIR ROAD FISHERS ISLAND, NEW YORK. DATE 03/12/2007 SCALE: 1"=40' SHEET 1 OF 1. REVISIONS NO, 4 11/05/2008 REVISED DIST. TO WETLANDS RHS. CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. IRON �Y1 3., PIPE Y'.p0 � 1JCM 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE I✓ \ ENGAGEMENT. IT IS A VIOLATION THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS AC ACTING UNDER THE DIRECTION OFA LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S \1 \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR Spa b°j` 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC > of - SURVEY TRIANGULATION STATION "PROS" ;[if ♦ 0 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 7 (if U Q `rG,L,L A, SECTIJN 009, BLOCK 8, LOT 2. LET 0 Z AD. 6.) TOTAL AREA = 0.93± ACRES. 0 J of 6 OSS p Za \ rC \ 7 ) SITE IS LOCATED IN A40 ZONE PIGU CATED 10/28/2ION OL J O W �_ w110 HOUGE FOUNDATION \ 8.) % OF LOT COVERAGE PROPOSED FOR LOT IN R-40 ZONE WITH A BUILDABLE O' 1n J / �Q /�\ \.LO \ AREA OF 28,400 SQ. FT.= 5.2% (BUILDING, PORCH & STEPS = 1750 SQ. FT.) � d K LL- CG EXISTING BUILDING (TO BE REMOVED) = 1125 SQ. FT. EXISTING % OF LOT ¢ w COVERAGE = 47. POLE \JI #30B \ 9 ) OWNER: FITF, LLC \ \ C/0 SOUTHPATRICIA , Y. 11 ESQ. 51020 MAIN ROAD SOUTHOLD, NY. 11971 631-765-4330 ss 10.) PER TOWN OF SOUTHOLD ZONING REGULATION 280-104-A FRONT YARD IS CAO \ �� INCH \ \ SHOWN AS AVERAGE OF EXISTING BUILDINGS WITHIN 300' = 38' (SEE \ \ SUBDIVISION PLAN) E 13 12- LIMITS PIPE \ \ 11.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE OF FLOOD ZONEONS 3E AE (EL 13 & 12) PER FIRM PANEL 19 Q ^h CHAIN LINK \ DISPOSAL SYSTEM. FENCE \ \ 'Y \ \ 12.) BASE FOR LEVELS NGVD 1929. STONE SLOPE 2s�, ry`V 2.2± Q ^ \ N O 20 Z a \ 0: LIMITS OF TIDAL \ \ \ WETLANDS AS INDICATED BY C, HAMILTON, \ to NYSDEC DEC. 13, 2006 � � U \ Q \ \ LJ � a 0 Yr o LOT 2 i N/F IROIJ PIPE FITF, LLC 40,670± SQ. FT. a 0.93±ACRES � a Area landward of Coastal a Erosion Hazard Line & \ Approx. Wetlands Line =28,400± sq. ft. m 0 o d o AUW \ L cr:run LL ITT 3v o JU 0 w ` W SILVER EEL COVE U W N/F NOW OR FORMERLY Z o x o I m o .o v v SF SQUARE FEET DATE: 12/21/2011 SCALE: 1 'l = 20' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEYSHEET ENVIRONMENTAL 20 10 0 20 CML STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL n E m N d ro � U t a dJ a E E bA bp a I I 1 a o0 uIg W 00 a EXISTING WATER MAIN � � � � � y v o N N1 1 GO cd Nvsoec JURISDICTIONAL BOUNDARY LOT #1 ` u N/FMONUMENT ' o I w \ AS DETERMINED BY NYSDEC 6/18/01 ` MONUMEM TIES FOR SEPTIC TANK- DISTRIBUTION BOX w v TOWN OF SOUTHOLD m AND LEACHING POOLS "' s "VACANT LAND" AD— 41 .0' CD— 34 0' AE— 36.5' CE— 39 0' -I--:SWM lG "' 1 71 M \ ¢gA — 24.5' BF— 25.3' IW3H'QO0o AH- 28 6' BH- 29.0' w APPROX. COASTAL EROSION HAZARD LINE 0.5,1 PER COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD; SUFFOLK COUNTY, ' \ NEW YORK; NO. 41-1155-83 PHOTO Tl OF 49, 8/29/88 LOCATION MAP SCALE 1 "=400' v 0ti ��M9X• V MAP REFERENCES \ ' v Ddt'Gh MONUMENT \ 1.) STANDARD SUBDIVISION PLAN PREPARED FOR FITF, LLC; RESERVOIR ROAD; /' ;✓'1H I'I"I'!'•j•` F '1'y FISHERS ISLAND, NEW YORK; DATE: 08/16/2006; SCALE: 1••=40•; SHEET 1 OF � •' /,;:,a -I 6 \r h' APPROX. LIMITS OF NI A �P 1; CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC ' TIDAL WETLANDS AS 2� t\ RICHARD BARTELS sss\ 0 \ s, 8 NORWICH, CT. 1•�, c FLAGGED BY COLE 1 y,\ SINGLE FAMILY RESIDENCE S?9 & VERIFIED BY G JUST \ ON SITE SEPTIC & )p O - J M 0. CONSULTING ¢' op / 2.) SITE PLAN PREPARED FOR FITF, LLC RESERVOIR ROAD FISHERS ISLAND, NEW p MUNICIPAL WATER N 04/02/01 I `y �• ji \ 9•\ / YORK. DATE 03/12/2007 DI SCALE: 1"=40' SHEET 1 A L REVISIONS N0. 4 b°j 11/05/2008 REVISED DIST. TO WETLANDS RHS. CME ASSOCIATES ENGINEERING, I6• �Y LAND SURVEYING & ARCHITECTURE, PLUG. \\ IRON H I H PIPE c `Y9•Q� b47ES L d w..P y" 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED I I , x`yAfill.�. F / HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO / iz1-lxp,�5iha y / BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE y>- / , �PB hoc \ DETAIL ENGAGEMENT. COBBLE (NOT TO SCALE) BEACH -6Ae " q \ \ / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN / 1} Ah / aI L x �T \`\\ \\ / ITEM IN ANY WAY l rSry , Y t 1 x 1v vVA 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S / .,1'r '"' 2yM+ +' 4' d E \\ \ N/F SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF �° k " ` µ El tt tr rrx�IF,Yt 6 ` 21p THE LAND SURVEYOR. MARTHA P. LITCH I \ 20•�� yI OSINGLE FAMILY RESIDENCE - 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SFr\j2, ILga 1 1r m ,IKI r` \\P�\\ / \ MUNICIPAL WATER & SURVEY TRIANGULATION STATION "PROS" �j O ON SITE SEPTIC 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, j K } ,PL A P� lr"'sN7TJC,�I vv s�V � SECTION 009, BLOCK 8, LOT 2. CO 0 _j O Z \°y\ n\ es SSS z _.1 6.) TOTAL AREA c 0.931 ACRES. O O 7.), SITE IS LOCATED IN R-40 ZONE. U < LL. > g / 9 GAF \ HIOUSE- FOUNDATION <1 \� 8.) % OF LOT COVERAGE PROPOSED FOR LOT IN R-40 ZONE WITH A BUILDABLE K ~ fn \.LOCATED 10/28/2011 " 'i+";SAL°'dr C \\ AREA OF 28,400 SQ. FT.= 6.2% (BUILDING, PORCH & STEPS = 1750 SQ. FL). J CL LL � � EXISTING BUILDING (TO BE REMOVED) = 1125 SQ, FT. EXISTING % OF LOT Q w O ' ` \\ STONE \ COVERAGE = 42.POLE Z N S \ \ \\\\ PARKING l\ / 0 $308 9.) OWNER: FITF, LLC UL C/0/ DIXONHARVEY CA \ _ BLACK OAK ASSOCIATES, INC. \'�� \\\\ \�\\ BLACK 10055 RED RUN BLVD. SUITE 130 OWINGS MILLS, MD 21115 h op 0 10.) PER TOWN OF SOUTHOLD ZONING REGULATION 280-104-A FRONT YARD IS IRON \ SHOWN AS AVERAGE OF EXISTING BUILDINGS WITHIN 300' = 38' (SEE ELEV. 13- LIMITS \\\ i PIPE SUBDIVISION PLAN) OF FLOOD ZONE VE (EL 1 19 PER FIRM PANEL 19 \ \ \ \ 11. SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL Q SYSTEM. STONE SLOPE �s�•\ \ \ y� \ \ 12.) BASE FOR LEVELS: NGVD 1929. } _ `� ei R•W m � 0 •`V � ^o% N o \ bd� LOT 3.4 -- Z a z LIMITS OF TIDAL \ �a SUFFCLKC:O:id'i 1' DG,;I\Ih1"NT OF HEALTH SERVICES O N 9 WETLANDS AS INDICATED O N/F \ ���~� - _ w a eY C HAMILTON, JANE HARVEY & CHARLES CURTIS A:r+.a ' C:u�:�fw!;f`rDVYORKSFOR g NYSDEC DEC 13, 2006 v`t' , F N011 FAdll& RESICENCE N o \ \ SINGLE FAMILY RESIDENCE SEPTIC SYSTEM & — O \ MUNICIPAL WATER \ j !)af=:Q O Fi. .Rcr. IdG. RJ-oTo 7 0o0 6 I > _ Hl: S,xa9a dlsposM and .iiter mm,ly rdaldfes el Ihls Id,zion have been I w Ia�pr,Gle9 andlm cerllfletl hY llns On,onnr•i Gr Nh:'.•::;,,�:.ier.and lountl to a Q be sauslactury FOR A MAXIAIUMOF,_— BEDROOM& a M 0 SPF Yi ._.��� 9 LWaller J. Hilb::rl, f'li ;:;n;i;(� F LN/FZ IRON PIPE OflICC Or VJ]CdCWulBr fdcua]G-ft1C0[ Z a° FITF, LLC 40,670± SQ. FT. 0.93±ACRES T Area landward of Coastal a w �Oqr Erosion Hazard Line & o Ap Wetlands Line =28, \ 0 =25,400±sq. ft. m � IFGFNn O o o w SILVER EEL COVE � r p U z z 3 W (\ �} W Z Y `� L O W K 2 O N/F NOW OR FOR U Ll a m a o v o SF SQUARE FEET lul l` AUG 1 2013 DATE: 12/21 /2011 SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION GROUP REVIEWEDDAT i0�M101 nI1111B111 PROJECT MANAGER 7 'I- SURVEY ENVIRONMENTAL SHEET zo to v 'o zo G'"L 1 OF 1 STRUCTURe_ GRAPHIC SCALE IN FEET ARCHITECTURAL ENERGY COMPLIANCE INFORMATION METHOD OF VENTILATION DRAWING SCHEDULE BUILDING COMPONENTS INSULATION VALUES NATURAL MECHANICAL COMBINATION EXTERIOR WALLS R-19 NO. DRAWING ROOF CEILING R-38 LIGHT AND VENT SCHEDULE FLOOR R-19 FOUNDATION WALL R-10 1 NY COVER SHEET / DOOR & WINDOW SCHEDULE / LIGHT & VENT CHART SLAB EDGE INSULATION R-10 ROOM NAME FLOOR GLASS 8~ OF VENT 47 OF AREA AREA FLOOR AREA FLOOR 2 FRONT REAR ELEVATIONS GLAZING W.C. R-2.9 ENTRANCE DOORS W.C. R-3.1 BEDROOM #1 91.21 10.80 7.30 5.95 3.64 3 RIGHT ELEVATION INDICATES ITEMS THAT ARE TO BE PROVIDED BY OTHERS IN THE BEDROOM #2 100.00 10.80 8.00 5.95 4.00 4 LEFT ELEVATION FIELD AND VERIFIED FDR COMPLIANCE BY ThIE LOCAL CODE OFFICIAL. BEDROOM #3 145.57 21.fi0 11.64 11 90 5.82 rj FIRST FLOOR PLAN (W.C.) INDICATES WORST CASE INFORMATION LIVING RM/DINING/KIT. 453.00 59.56 36.24 3fi.18 18.12 VALUES DETERMINED BY COMPLETING NY RES CHECK ENERGY SHEETS 6 ELECTRICAL PLAN / SCH EDUCES / NOTES (sEE coPlES ATTACHED) 7 SUGGESTED FLOUDATION PLAN HEATING SYSTEM INFORMATION 8 BUILDING SECTIONS / PLUMBING SCHEMATICS 9 PORCH SECTION 10 SYSTEM TYPE. HVAC DESIGNED, PROVIDED AND INSTALLED ON SITE BY OTHERS EXTERIOR DOOR & WINDOW SCHEDULE GENERAL NOTES: 52E RGU(OH Dp'NING TYPE ~C~ ~Efn MATERIAL MANUFACTURER FLOOR OPe~I[ vp p~TE y,~UE INFlLTRATE 3442 3'-0 1/0'x4'-5 1/4' NO pH1oe 1112 6D9 lw]%9•L40P ANDERSEN 1J9.0 50 32.4 .2]/3.70 .D] A. PROJECT INFORMATION Builder: Connecticut Volley Homes 3046 3'-2 1/B"xC-9 1/4" N°fOH p° 10.6D 5.95 1VIj/6" 9TOP ANDERSEN 13sA 50 32.4 .2]/3J0 D] 120 80910n Post ROOd East Lyme, CT Ofi333 TR3410 3'-91/6"x 1'-]1/4' TRANSOM 221 VINTL CLAD ANDERSEN 26.]0 ]D 34] 2]/3.]0 ,01 86D-739-fi913 LXW145 a'-0 1/2'xL-5 3/R" CASEMENT 10.5 94 VINYL LV,D ANUERSEN ll125 50 M.] .29/3,45 OS PIOf ECt LOCe tIOn: $ RPSENOr ROGd Fishers Island, NY Ofi390 CW345 ]'-1 t/Y"x4'-s ]/6" CASEMENT 24,0 15.0 wNtt CLAD ANDERSEP 3D0 40 34) 29/3.45 .OS SUffGk COllnty EQUIPMENT INSTALLATION INFORMATION cTR2zDto 4'-a 1/rxl'-o 1/z" TRausDM z1 vINYLCUD ANDERSEU 2szs ]O a4] 29/3.as Ds B. DESIGN CONDITIONS APPLIANCES PROVIDED AND INSTALLED ON SITE 8Y OTHERS eRZ45 Y-m t/4"x4'-s ]/B" c]sEMENr 9.4 z3 vINTL cuD ANDERSEN tos 4a 3n z9/a.4s .05 Use Group: SINGLE FAMILY Construction Classification: WOOD FRAME CONSTRUCTION Areas. 1st Floor: 1,282 sq ft. 2nd Floor N/A sq. ft. 3rd Floor. N/A sq, ft C1R2410 2'-s"x1'-D 1/2" TRANSOM 1.2 VINYL cuD ANDERSEN is ]0 34] .29/3.45 ,05 Stories: 1 Height Above FDUndotien WO 19'-5" Desl n Live Loads: FWT3111 3 1 ° 1 1 1/2" TRANSOM .]fi VINYL CIAO ANDERSEN 45 10 34J .29/345 ,05 9 Walls: 28 psf Wind Zone. 120 mph Exposure: "C" WORST CASE CTR32410 ]'-1 1/2"x 1'-D 1/2" PCNRE 36 VINTL CLAD ANDERSEN 4Z5 ]0 34] 29/345 ,05 Selsmlc CntE Of "8" - SINGLE FAMILY DWELLING TRANSOM 1st Floor: 9g0y psi 2nd Floor N/A 3rd Floor: N/A Corridors: Crowd Snaw Zone. 25 psf Ceiling Joist Design Lood: SEE CERTIFICATE Other Intermr WoIP Spsf Stairs: 100 psf p_6 '-1D 1/z'x6'-m 1/4 swwG sTEFOALCnuD pLnsir~.•' m 3z4 .16/s zs 1D MEAN ROOF HEIGHT = 16'-8" FWH31611 Y-1"x6'-11' SWING 11.45 1].34 V1 CVSS D/ ANOERE" 40 342 33/3.13 60 G. ATTIC 1/ENTILATION 3_O ;35 3'-2 1 2"x6'-10 1/4" SWING STEEL CLAD E66/3D0 = 2 22 Sq.ft. RE!)N IREp / FaivA PlASrr^_ 3s 32.4 .is/z as no RV-G1. 61 /1 h4=.42 sq.ft (3 = 1.7.? sq ft ALL WINDOWS MARKED w/ COMPLY WITH REQUIRED EGRESS SPECIFIED IN SECTION SOFFIT: (43).93PROV,DE~ = 2.76 sq.ft. R310 OF THE CODE OF NEW YORK STATE D. DESIGN CODES ATTENTION LOCAL INSPECTIONS DEPARTMENT - The 2010 Residential Code of New York & 2010 Energy Conservation Construction Code of New York following items have been completed by Simplex Industries and have not been inspected by NTA, Inc. and must be ENERGY COMPLIANCE STATEMENT inspected at the local level: CONNECTICUT VALLEY HOMES THESE PLANS PREPARED BY SIMPLEX INDUSTRIES ING_FROM THE APPROVED 1. Plumbing inter-unit connections & basement area FMH PLANS ON FILE WITH THE NEW YORK STATE D •f?,4RTM~NT~~STATE CODES 2. Interior module to module o enin finishes ~~CI;E `AN D,)~F~, ,A SONAL 3. Attachment of ceilin dr wally ~ enin accesses DIVISION S TO THE BEST OF MY KNOWLEDGE, 4. Finishing of shingling y g of EAST LYME INC. JUDGMENT IN COMPLIANCE WITH T N "YOR.'~}'STATE;. ~~IERGY CODE. 5. Application of ship loose ext. finishes (siding, ~'-.Li~i: Iii ext. lights, soffits & fascia panels) MODEL CENTER: 128 BOSTON POST ROAD ,'.Lg ; 6. Heating system SCE S ~'1'N.Y. ARCHITECT 7. Ship loose all Floor coverings EAST LYME, CT 06333 8. Site-built garage PHONE: 860-739-6913 NEW YORK STATE SEAL "E ST"'-% 800-468-6284 FAX: 860-739-8141 GENERAL NOTES' 1. nEMS NorED wITH A sxclE TsrFRisK sHnu aE PROnDED RY SIMPLfl( SHIPPED LOOSE, AND INSTALLED DURING THE SEF RY SET CREW Ai ME JOB sITE, PER LOCAL CODES. 2. ffEMS NOTED WITH A DOUBLE ASTEAISN SHALL RE PROWDED BY BIMPIf%, SHIPPED LOOSE, ANO INSTALLED HY ME OWNER Ai THE JOB SITE, PER LOCLL CODES 3 REM$ NOTED WITH A TRIPLE ASTERISK INDIGTES WORK TO BE PERFORMED B! CVH, THE OWNER, OR 1HE OwNER'R CENERII caNTRACTaRa xDTED Ix THE CSxNErnclrt waLET xoMES REGISTERED ARCHITECT SEAL SIMPLEX INDUSTRIES INC. DATE: U2/D2n2 REMARKS CONSTRUCTION ACREEMEM. REVISED: 02/Ofi/12 OWNER/STAMPED SEiS - GEMJR 4. IIEIAS NOTED WffH FOUR ABIERISN BHN1 BE PROwDEO AND 1NSrAUED Gt THE sET cREw Ai mE Jae s11E, PER LOCAL E SIMPLEX DRIVE l cSDES. /jLixEU aqr~, SCRANTON, PA 18504 5. ELEVAnONS AS SHOWN HERE MAY VARY AND/DR RE M1CA1 OF H. y ~rT CONSTRUCTION ONLY, IN ALL CASES REFER TO HOUSE ORDER AND y,V Gf~P QC,~(CA SCALE: 1/4" = 1' I RDDR Pf.W(5) FDq ACIIUI OWNxIT AND LDGPDN DF oDOR(5) Q' a ?yA ti O \ / ~ ~ \ ~ ~ AND WINDOWS, AND ACNAL wlntx AND LLNCrH DF HoME ? ,1A" * DRAWN 8Y: Vl V J L OPTIONAL FEATURE: ~ ` ~ ° DIG fi. IT S THE BUNER's RESPONSBUIY TD ENSURE PLL WORK DONE t C~A ^ x ON-SRE Bf THE BUILDER, AND/OR HIS/HER AGENTS, IS i0 pGE IN L )9I ; ~ ~O~ En9 1 1 -D8G5 O /N k h LJ n WORKMAN uKE MANNER IN AccoRDANCE wxH uL APPUCnBTE WORK TO BE PERFORMED BY C.V.H., THE I \YU V l~ I I BmmlNC cones AND RECUUnoxs. ' ] 1r Is rHE DwNER•s RESacxslBlun rD ExsuRE THAT ALL woRK OWNER OR THE GENERAL CONTRACTOR AS m~sAr`A,a 6 e e %s~ Sencl 27~-7° X 19'-5° (15~-3" X 37~-1 U° WING) DONE Dx-sriE ar DwxER, AND/oR ws/HER AcExrs, Is rD eE DONE NOTED ON THE CONSTRUCTION AGREEMENT \°F rHe eT n~E~ HOME OWNER: FOR ADDITIONAL INFORMATION. IN A WORKMAN LINE MANNER IN ACCORDANCE WRH ALL APPLICABLE DRAWING: STAMPED SETS: Bmmwc cones AxD RECUUnDNS. FITF, L.L.C. RICHARD WILDERMUTH/CT. VALLEY hIOMES 1 PRODUCTION SETS: is 9~ 5/4' % fi' AZEH FA$GP 5/4 % } AT PEAKED ROOFS (IYPJ ICE SHIELD Ai GYFS AZEK 1T'? FRIEZEBDMD (nP.) 5/4' N ID AZEK FASCIA 5/4 % 4 AZEH 5/A % 4 AZEN >-I/}' IXPOSEO AT TRIM (1YP,) TNIM (TrPJ Fur flgDFS (TmJ L__________________ t______________ ____I~__ I ~ z ~ ~ ~ _FIRSr FLOaR - - li r-_____ _________7_I _ .___T - _ CEILING LINE I , I TI 5/4' % 14' AZEK TRIM, CUT TO Fli II I II s, II II II I . ~ :G ~ s/}' x A• AzEK i I i 11/r wgrvER Pass (nP) I ' Iii ' i 1 I I e ~ , II 1 1 I V I li II a 00 Imo` ~ I P III - ~ Y d N 61 r% ~ 4 III II i ~ i i I =F>_=.ee--_~d_d FT°=s~i=._ -__Ek_ve=._--_-_ ~ CEDAA F__r____ Yy______ _ _ o sHINGLE sIDING I , PORCH III s/4' x AZE% ovER HousE I I I / WNDOw TRIM (nP) ovEa PLV~w°DD 5/4 % 4 ATEK ~ III FLOOR 5/}' x AiEK TRIM (nP) l FIRST FLOOR _ DDOR WIM (m) ~ I i BY SIMPLEX FRONT ELEVATION SCALE: AS NOTED GENERAL NOTES: 1. DEMS NORD WITH A SINGLE ASTERISK (•J SHALL BE PROVIDED BY SIMPLEx, SHIPPED LOOSE, AND INSTIdlEO DURING THE SEf BY SEf CREW AT THE JCB SIZE, PER LOPAL CODES. z. ITEMS xoTED vnTH A DGUBLE AsEnISK sruu eE PflwmEn IZ Bf SIMPLE, SNIPPED LOOSE, AND INSTALLED qY TIE OWNER Ai THE 9~ JDB SITE, PER LOG1 CODES. 5/}' X a' AzEK FASCIA 5/A % 4 gZEN J. IffMS NOTED WqH A TRIPLE ASIEgISK INDIGIES WOA% ID Ai PEAKED RDDFS (TYPJ ICE sNIELO 4T EAVES FAIEZEBDAgO BE PERFORMED In CIM, 1}IE OWNER, OR 1NE pWNEP'S GENERAL lE (1YP.) CONTPALTOR f5 NORM IN 1HE CONNEC¶Clff VALTYY HOMES 4r-- CONSTRUCTION AGRE1ll,ENT. 4. YEMS NOTED WITH FDUR ASTERISK SHALL BE PflPAOEO 5/4' % 10 AZEK FASCU„ ANO INSULLEO BY 1HE SEf CREW AT THE JOB 511E, PEP LOGL ]-lj}' EXPOSED AT 5/4 X 4 IZEK CODES. FuT ROOFS (m) 1RIM (nP.) _ _ ~ 5. ETfVATONS As SNOWN HERE MAT VARY AND/OR DE MICAL OF I CONSTRUC110N ONLY, IN ALL GlS6 gEFER ID HOWE ORDER AND I~ ~ i i FLOOR PLAN(S) FOR ACTUAL gDANTTIY AND LOG11ON OF OOOfl(5) FIRST FLDOR ~ i AwD vmuogws. AND ACNA1 TwmH AND LENatH aF HOME. CEILING UNE I II 6, li Is 1HE BWLOER's gEBPON5IBILTIY TO ENSURE ALL WORN DDNE Sl ~ I I i ~ i ON-SITE BY THE BUILDER, AAUIJDR HIS/HER AGENTS, 15 i0 DONE IN 5/4' % 4' AZEK ,6 II i II II A WOflKMAN LLKE MANNER IN ACCORDANCE WffH ALL APPIJCABLE COflNfq POSTS (PP) II II I BUILDING CODE AND REGUTATDNS. I i I IT Is 1HE WVNEK5 flE5PON51BITTIY TO ENSURE THAI All WDRK b i i ~ ~ i DDNE ON-SIZE BY OWNEq, AND OR HIS HER AGENTS. IS i0 BE BONE ~ ~ ~ I I II IN A WORKMAN LIKE MANNER IN ACCOflDµCE WITH ALL APPpGBIE -_n I Te-~_~ _ ____e~=-__d- BULLOING CODR ANO P£GUUTONS. BHINGLE SIDMD i A-____ - CEDAq I I DMER RDUSE s/}' x 4' AzeK 1I II PORCH REGISTERED ARCHITECT SEAL PiY~vmo°~ R wxoow 1RIM (1YP) sf+ x } uE I I !i TRIM (TYP) II i II lm'M. 4r FIRST FLOOR ~ ~ I BY SIMPLEX ' ; t,r LG n~ ___-TI ,I 4.~- _ P / t' h\ it x0 .ti,~ s iY ~ y uA, ~ REAR E~EVATI N s ' ~ x T J SCALE: AS NOTED ~ ~ 3'° SA+\O fi999.N?L Op' ~ HE ST RTF NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. °A~~ °B/'R/" REMARKS REVISED: 12J2JI11 AAMPEO SE1S - GEMJR ONE SIMPLEX DRIVE a1/la/IZ cDLDR MEEnrvc CHANCES/srAMPEO SETS - cEMJR SCRANTON, PA 18504 rrz/°s/lz OWNEfl/srnMPED sEls - cEMJR 4GALE: ,,4" E L EVAT 0 N S OPTIONAL FEATURE: DRAWN BY: STZ WORK TO BE PERFORMED BY C.V.H., THE ED9 # 11-0805-A R/~~JC~-{ OWNER OR THE GENERAL CONTRACTOR AS sDFml 2T-7" X 19'-5" (15'-3" X 3T-iD" WING) NOTED ON THE CONSTRUCTION AGREEMENT HOME OWNER: FOR Ap01TI0NAL INFORMATION pRAWING: STAMPEp SEfS: 01 ~10~12 FITF, L L.C. RICHARD WILDERMUTH/CT. VALLEY HOMES 2 pROpucTloN sETS: GENERAL NOTES: I PENS NmEp wITH A slxcLE AsIENISK sHAU eE PROwo[p pY SIMPLIX, SHIPPED LOOSE, AND INSTALLED DURING THE SEr 9! SEr CREW Ai 1HE JOB SRE, PER LDGL CODES z. ITEMS NORO WNH A pOUBLE ASTERISK SHALL RE PROVIDED Bf SIMPI£x, SHIPPED LOOSE, ANO INSrALLEO BY TTE OWNEfl Ai TTE JOB STFE, PEP LOCAL COPES J. ITEMS NOiFD WITH a iflIPLE A4ERISN INOIGTES WORK i0 RE PfpFORMfO BY CVH, hlf OWNER, OR inf OWNER'S GENERAL CONpUCTOR AB NORM IN THE CDNNELTICIfi VALLEY HOMES CONBIRUCTION AGREEMEM. 1. ITEMS NOTED WITH FOUR ASTERISK SHALL Of PRONDEO ANO INSTNIED BY THE SET CREW AT THE JOB SITE, PER LOCAL coDES. 5 ELEVAl10NS AS SHOWN HERE EUY VARY PND/OR BE IYPIGLL OF CONSIRUCiION ONLY, IN ALL CASES REFER TO HOUSE ORDER AND FLOOR PV.N(S) FOR ACTDAL OMANp1Y ANO LOGPON OF OOOp(5) AND WINDOWS, AND ACNAL WIDTH AND LENGTH OF HOME fi IT IS hlE BUILDER'S RESPONSIBWtt TO ENSURE ALL WORK GONE ON-SIR BT iNE BUILDNN. ANp/OR HIS/HER AGENTS, IS TO GONE IN A WOflNMW LIKE MANNER IN ACCOflGNCE WIM I1L APPUCABTE BUILDING COPES ANO REGUUNONS. ] li IS 1HE OWNER'S RESPONSIBINY TO ENSURE RIAi ALL WORK GONE ON-SITE BY OWNER. AND/DR HIS/HER AGENTS, IS TO BE GONE IN A WORKMW LIKE MANNEfl IN ACCORDANCE WnH ALL APPLLGABL£ BUILDING COPES ANO REGUUPONS. SHINGLE OVER RIDGE VENT Iz 9~ 5/P % 5' AZEK FASCP 5/4 % 4 AZEN Ai PEAJ(EO HOOFS (TYP.) ICE SHIELD Ai GVES FflIEZEB0AA0 12 mP) A~ B/A' % 10 aZEK FASCIA, >-1/4' EXPOSED Ai 5/A % 4 A1EK 5/4 % 4 A2EK FUi HOOFS (IYP.) TRIM (IYP.) I ~fGxx FIRST FLOOR ' s/X' x Iz' AZEK TRIM, cur TD Fp CEILING LINE / ~ ~ ~ ~ ~ ~ 5/A' N 4' AZEN i II ~ ~ ~ ~ ~ ~ CORNER POSTS CIYP) m ^ m IIPORCH m ~ ~ ~ ~ ti rs e s ' 5/K' X C RfN 'I ~ WINDOW TRIM QYP) CEDAR I 5/4 X 4 AZEH sHINGIE SIDING I , 1NIM (1YPJ WER HOUSE FIRST FLOOR I I FLOOR ~ pL1~W'000 R - - BY SIMPLEX -al_____ _ C ' RIGHT ELEVATION REGISTERED ARCHITECT SEAL SCALE: AS NOTED o. `_I_H ',o ql Rt. TFF%%, I;'' I ~ u l o` ~R.H, a, 6903 'oF 'fi TIE ST XSE NEw YORK srnTE SEAL SIMPLEX INDUSTRIES INC. °B/'D/" REMARKS REVISE°: IY/Z}/11 STAMPED sE15 - GEMJR ONE SIMPLEX DRIVE Ot/t0/tz caLGR MEEnnc cnANCes/srAMPED SETS - cIaMR SCRANTON, PA 18504 Dz/De/IZ OwNER/srAMPEp sErs - clc SCALE: t /4" _ t' OPTIONAL FEATURE: GRAwN RY: STZ RIGHT ELEVATION WORK TO BE PERFORMED BY C.V.H., THE ep9 11-0805 RANCH OWNER OR THE GENERAL CONTRACTOR AS sBFml 2T-7" X 19'-5" (15'-3" X 3T-10" WING) NOTED ON THE CONSTRUCTION AGREEMENT HGME owNER: FoR ADDITIONAL mFORMATON: oRAwwc: srAMPEG sErs: of/to/t2 FITF, L.L.C. RICHARD WILDERMUTH/CT. VALLEY HOMES 3 PROOUCnoN SETS. GENERAL NO7E5: 1. HEMS NOiEp WpH A SINCIE ASTERISN SHAL. RE PRONDED BY SIMPLEX, SHIPPFII LOOSE, AND INSFALLED DURING mE SEf B! SET CREW AT THE JOB SDE, PER LOCAL COPES. Z. ITEMS NOIE? WITH A DOUBLE ASTERISH SHA1L RE PROVIpED RY SIMPLEI, SHIPPED LOOSE, ANO INS7ALIEp RY mE OWNFA AT mE JOB SITE, PER IDCAL COOEfi n. ITEiXS NmEO wlm A TRIPLE As1EflISK INDICATES woRK rD RE PERFORMED Bi LYH, THE OWNER, OR mf OWNER'S GENERAL CONpUCFOR AS NOTED IN mE CONNEGPCIR VPll£Y HOME CONSIRUCTIDN AGREEMEM. 4 ITEMS NOTED Wlm FOUR 0.51ERISK SWll1 RE PflOAOED ANp INSVllEp RY mE SEF CREW AT THE JOB SIFE, PER LOCAL tropes 5. EIF/AIIONS p5 SHOwN HERE MAT VARY ANp/Oft Bf TPGL OF CONSRiULTION ONLY, IN PLL GSES REFER TO NOUSE ORDER AND ROOfl PUN(S) FOR ACNAL OUANLItt AND LOCATION OF DOOR(S) AND WINpOWS, AND AC1UP1 Wlpm ANp LENGm OF HOME fi IT Is WE SUILDER'fi flESPONSISILpY ID ENSURE ALL WORK PONE DN-91E Bt mE BUILDER, AND/OR HIS/HER AGENTS. IS i0 PONE IN A WORKMAN LIKE MANNER IN ALCOflOANCE WITH ALL MPLIGIRLE SUII?ING 0006 ANO PECUU110N5. p IS THE OWNER'S RESPONSIMWtt i0 ENSUflE THAT ALL WORK DONE ON-SIZE OY OWNER, ANO/DA HIS/HER AGENTS, 15 i0 RE DON[ IN A WORKMAN LIKE MANNER IN ACCDRMNCE Wlm ALL APPUCASLE p01L01NG CppES ANp REGpUTDNS. SHINGLE OVER RIDGE VENT 1z ~9 5/4 X 4 A2EN 5/4' X fi' AZEK FASCIA ICE SHIELII Ai EAVES FRIEZESDMD Ai PEAKED fl00F5 (1YP) IP GVH.) ~4 I I 1 I _ _ _ _ _ _ _ _ _J _ ~ _1 -T ~ FIRST FLOOR II it CEILING LINE G~ ~ ' Ili 5/1' % 4' AZEK I ~ II I ' CORNER PoSR (1YP) :6 i i I ~ ) I ~ I ' I PORCH ~ I • I II I ~ m I I z ~ II , =eve=_7 aeee_e===-=e-=--=_---_-==_=~e_~=e_ve=ee~=e_===---===e==_ '_~_===~~e°--======e-a o sHlrvc~ slplNC ---j _ _ _ _ it I DVEfl HODSE 5/C % 4' AZEK ' II II WRAP aMER wINDDw IAIM (Trv) I ; II PLYwppp 5/4 % 4 AZEN II - TRIM (IYPJ I I FLOOR I FIRST FLOOR II - II / - - BY SIMPLEX I It ~ - - _ 7i _ _ - - - ~ i EEET EEE~A ION REGISTERED ARCHITECT SEAL SCALE: AS NOTED ia~'~c\ ~'o LA H. y~ \T\ 6 C W, a4k q'. O ~'d "I'F A~ W. ro > ~c P, mr~ g m 9 , G9°' oi, OF THE ST FTE NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. °ATE. DR/.D/" REMARKS REVISED: 12/Z]/11 STAMPED SETS - GEMJR ONE SIMPLEX DRIVE m/f0/tz coLOR MEEnec cnaucls/srAMPED sEis - cEMJR SCRANTON, PA 18504 Dz/DC/1z OwNfR/sraJPfD sns - clc SGALE: ,/4° LEFT ELEVATION OPTIONAL FEATURE: DRAwN RY: STZ WORK TO BE PERFORMED BY C.V.H., THE Epg ~ 11-0805 RANCH OWNER OR THE GENERAL CONTRACTOR AS sfiriDl 2T-7" X 19'-5" (15'-3" X 3T-iD" WING) NOTED ON THE CONSTRUCTION AGREEMENT HOME owNER: FoR Aool710NAL mFORManoN: DRAwwc: s7AMPEO sErs: D1/)D/)z FITF, L L.c. RICHARD WILDERMUTH/CT. VALLEY HOMES 4 pROOUCnaN sErs: LEGEND C ~ OUPLF% PECEPTACLE HOEDOWN SCHEDULE ~ DuPLFx RECEPrbcLE sPUr swlrcHEo DESIGNATION LOADING hIDLOOWN/STRAPS „mul'wi nurrm w~-MSw./up sm.•; tpw'~mm Pl ~ RAxcE/DRYER R-e' y HD]B INSPLlE° GN (R) Ra ID SPF~2 0.GDR RIM Y SGfFlf 1 I/x' °I p el/4h' e' t4' Y- ti P-,' I'-1' IV N' I'-1' N' f N' ~ 1 I/v' j sING1E POLE sWRCH .T` ` (3) 'Slmp°°n' LsiA1B STPA°S 15• Lg or EOU0. QA A,]W/ FPOM WP1L i0 RDgi qIM - 5/°• IHPEA?EO ANCHOR s • iHPFE WAT SWTCH 1 I .g~~` EMBEDDED 14• MIN IMO 1,SW 451 MIN CONCPEIE Y n um wn, m m¢ J UI Vm Iw I' %ta •iunID INy~* ~'yR `~?p + (Z) 5/B• BOLLS IMO RDOq RIM ® WASeIx elm I V` y`~ ~ ~ V&NEr (x) FOIIq WAT SWTCH 1 H°le INSTAll£O ON (Z) 4n10 SPF}Z ROOp PIM Y I ~ (3) 'S,mps°n lSTA1P s11UP5 IB• L9. °r EpUAL i i M• FlHFA o0 mNlm 00 ntililo y pmxlo y B,]W~ fRDM WNL TD FLOOR RIN - 5/B' iHPF/IIEO ANCHOR = o rv ~i jo DIMMEP SWITCH . EM9EDDE0 P• WN. INN WIDE FOOPNG Y w { ¢ PECE55 MOUNTED UCHf Fl%NRE `a~ ~ a Y I 1 ~J~ ~ +i.+, (Pj 5/B• BDL15 IMO FLOOfl RIM ~ NOTE I T+ ~g~\, nEEAIGEAAN° rNE NW WY REtt1YYEHOEO PFfPIWUN° NNCM ~ ~ r H Yi °C sANINE OEIECNfl pp m ~ ~ sPME r0 eE PURC14lSE? Is ]I' 1NE MGIH IE THE $WE - 00 0 ~ ~ I I AS 1XE tlBINEi ID'hE OPENING ff NflPE HEIGHT P' T 3^ 'w CM CARGON MONO%IGE OEIECrOR I Y ~J+/ flP YAnM IS REYGIPFD NP RE£AICW.rOn CII~EX, ~q N 00 00 4 I N]nFl 19NN SLLES PFPN6ENIAINF P°IM i0 TIE 'k/a II II 'SMPSCN' STRAP SCHEDULE MIFIBE GF rHE HNYE FLNI PnGwmGN I 1 G*~~'r; (sTg1z srRgP FasrEN W/ (s) iDd NAILS EgcH END " ~ ~ rnERMasrAr (WIRE DNLY) # ® wnD1E nousE Fax 11 1 1 1 LSTA15 STRAP FASTEN w/ (fi) t0d NAILS EACH END Nnmx m~lrw m.nlw m , I 1 ~ I ~ : j LSTAIB STRAP FASTEN w/ (7) 10d NAILS EACH END _ _ ____e^~' 9 "'°n'1'""~n_ °„'4°"~~. GFI cxouxo Fwl.r INIERRUPr + e;+ REFRIGERATOR CABINET DETAIL 1„j ~r~,1°.: II a' LSTA30 STRM FASTEN w/ (11) 10d NAILS EACH END Nor TO scALE im~n: w:1oiil Il ul lV ~^+°°°'^~ii Nm. mlw na»,m lw nmTti-- lu ull i II WP wFAmEa PROOF I I PORCH I II MSTA36 STRAP FASTEN w/ (13) 10d NAlL6 EACH END I=l x•+"-4+ unxn lom N.mm./~,r lz~ 1 I ~ BASEBauD ELEC. HGnNG EI£A1ENr IWeu Wu nnth m ¢ wml . r,Vm I-1 I I I I II ®.r. rn, pr Ili II i i 11 ~ PANEL Box I I sw. aS ARUh I I ~RECN sugF!cE I I WIPE, W% k SWITCH FOR CEILING FAN F1___ _ _i -ELT N' N POOF SUPPoRr (IW) ~ ~ L -L IV-3' ~ r, II SIMPSDN STEEL STRONG-WALL DETAILS FAx ucgr U~ iW. .1'19hE ~ / IEfYVWn MP IU 9WT f RECx sunFME bl=arorzo-F xru ' ac } 3~ m ~ ~ Y ® DATA PANEL °O~D~ING-e10°~NC LE~F g ~ Nc / yT ra, A SFATE VBEL LDGTION ~~ww 's 11/le' le'-0s/IY Y / a=I ii~S\`` a n'-e' / PAMRY BQ \soi BSNIi. SMIME DETEC'OP (SHIPPED \s 1/l' V x•1^) Ui N Nm~, PEFAIG - ~ ~ ~ LDDSE PNO INSfp11£D BY OTHFAS) ` 4 , ,nv O NSP/LE Sy ~ NME lelx)~I ATTIC ACCESS Y2 1/21 l0• A4GEA°EN µ 5Ery W°b13 I GC4B]VIU TG NE Ilp FWHS1511R I lY in L•• n. ~m ~ x 0.iIENl Wx N WRTW SCREENS - y L~ SHIN ° _ f ~ GESIAFN vENNNG 3 bi ~ ~i»»IUhwI n. Mmrw I'r-,•e mu'.Y» Iwmll I I~?4 iai'.T • ml1°v tlA+w 19 ~4 'g ECGF Oi IPIN RING Ir1B• TOWEL NLVi°p nuxy'N a !I - /R YGNMIN4 SINES G9XI0.'O NFLESSF? ~~8~ g III \ \ ~ k n 4 ~ NP x4' O.C, l^!f RECETMI£ FB ^ ~ .N EvA~.rx M - ~ / • III ~ .'k.. L• \A. WALL STGM LL `gPyj~ ' ~4cc"Y[[ I-e y^Mq~ WNl sNGS ~ _-____~ALVa`am,~ 1 ~ ~ ~mwn NOTE' ~ H III r-------W o ~ BJiNN PurE ARROW ON PIPN o c~ ~ ~ t~r_._ ~i=~,~.1. 9 ; i ~ ~ 00sue Eim`E°P ~N~",E~~~o~ INDIGiES oi~ GENERAL NOTES: ^ M i B ~ LIVING AREA R ~'1L: ~ ~Fy BAT 2 v = CENIERNNE OF o ~ 3 ~T ORVER VENT DETAIL m ; L fIEMS NO1E0 WIRI A sING1E ASIFAISN (•j SHALL BE PRONDED " nl~~` `.NILnY um ~ ~ ~ ~ u4 / Nz ~ TOWEL BARS ~ ~ ~ s¢ Wt~nN a; } ff~/ /0t• NDi DPAWN 10 sCAlE BT SIMPLEX, SHIPPED LOOSE, ANO INSTALLED DURING THE SET AY F~IMMI WM SET CREW AT 1HE JDO SITE, PER LOLL CODES . M ,e7 . ~ ~ ImNW"~° aY „ ~ 9p ~R / °Ei°L ~x TOWEL BAR DETAIL TB z ITEMS NmED wITH A DDUBLE rsTERISK (•q sHAU eE PRDVIDPD III ~ ~ ~ --KtTEHEN-/`D,INI~JG ~ R-gl A~y/ InuxOR * II r ~ M ~ NDi i0 SCALE aB55MPTcLE PERHLDPCAL COPES. INSFALLED BY 1HE OWNER AT THE M I / YINI splli eURFM6404HIE? ~ y p._ te' PRO4 C IpHG rY 1[M` F ONIi ' "O y `.e +M J z-e qb e~*'4 3. ITEMS NOiEO WI1H A lAIP1E ASTERISK INDIGTES WOflK TD " t'N ~,~u:l ~'v'E ~y~•/f0 'm eE°°°'m' - ~ * V G ~h) R~{yl,~/~~ 9p y COMRACf°fl EAS NOTED ~NTMTNE CONNECIICIREVPll£YRHOM SEA A II @§ y,~OOV ~G w~ M /0ro• a CONSRtOCIION ACREFMEM ^ • f - m6 nl]I ITS ,DIY VlIw.~ _ ~~j. ,y SIIWERFll*`T ,y„ ~~I~ ?Q e. ~eu, ys._°r- W • ~ kaE• g4" W, 8_b h.. •ONf.''~cM~ 4g~e y _ ` e~ -M_ uac ~ - ~ - - ~ y4`,; / ddtsG°P '•k r*,/~ ~ 4. ITEMS NGiED WAH FDUR ASTERISK SH/1L RE PRWIDFO 6tl Y 4TfJ ~3' AND INSTAlI£0 BY THE SET CREW AT ME J00 SIiF, PFA LOCAL ^ IT, a-m I x4= Im °1 riR z xa xc% r-=o I ' nn xm M Q 2 sp bA k ~ i 4`".~ CDDEs ' ~ ' lo'7SStp 1^ ,IN. °wWE ~O ~ ~~g BEDROOM ~1 / ~ ~ ~ `M / Y P 5. ELEVAn°xs As sn°wx HERE MAY vAm' AND/OR BE Tmlca. GF ~rM nu= - - Y-f tw invw '-n Vz• ~~-Y I/x• - 9 ~4p'~p~R' CONSTPUCDON ONLY, IN All GSES RETR i0 HDDSE OROEP AND G„pA1 ~nAnnm IY- I'-f b eUIRS-m smRACE SVILi-IX 9roRME ~ 4 "W FLOOR PIMI(5) FOP ACNAI °UAMIY ANO LOGA¶ON OF DOOR(S) ~'~1 - H ° eY_Y ~Gg,Y A^ ~Q EE GETNL sl EE GnuIL st AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. BDX 'B' ,,q,b,N Inw n,wsw~ BOX 'A' ~Y W'Y l+'tyyb sNO w,w. 'Ow 6 li IS RIE BUILOEfl'G AESPONSIBIIItt TO ENSURE 411 WORK GONE L°` 19 ROOF BOX ABOVE '°W'°°" "'m M ROOF BOX ABOVE oN-slrE eY THE euBDER, Axo/OR Nls/HER ANENIS, Is TD DDNE IN LIVING-DINING PCHT Ny A WORKMAN UHE MWNEP IN ACCORDANCE WIW I11 APPLIGABfE renwvm.~,m Numm,`~ y m r:m:-w .t~~®e Ir °c a nm BUILDING CODES AND REGUUTONS. I ~ • x-4 x-s l( R IS rHE OWNER'S PESPONSIBILTIY i0 ENSURE THAT ALL WORK CORNER CONNECTION DETAIL FLOOR PLAN BEDROOM 2 * 'Sr NR109'NT rc Vd 'P~a~ 4 e'y, PONE ON-SITE BY °WNEfl, ANO/OR HIS/NEB AGENTS, IE i0 BE OOHS SCALE: AS NOTED NDTE~ ACCESS i0 BASEMEN TO HE ~ • IN A WORKMAN LIKE M4NNEP IN ACCOROMICE WIRI A°L APPLICANLE PRONGED ON SIZE. HASEMFM i°b' 3N `b. RATi X7 ~ BUILDING CODES OND PEGUUnONe. Is NOi DIPECRY PLCEBBIBLE +.=vh ~_an'ron eNs FPOM HVINC SPACE .~_1„• y_Y• I I R• Y-B 1/R• I 1 1• R'-P ,yW O Mlw sPUr mnFME AwumEN 'M me ruWal 10' LPoY CEIMNG io TW GF uNli ` ~+r~y, nC~ ~ A'O x4*" REGISTERED ARCHITECT SEAL ,N..aIP.v w.d /y ~`+•a T`. p^'S ~n' ~ ,r _ ~ ~ *'Wle BO ~ p. B 8 r cllA¢~'awr J r g ~av~ - ~.y~~'r 0,;~• 'qY c~' Nlx-split xunxG mNy y°` ,~vn iR 4>~ x ~ ~ ~ pr ~ NT BEDROOM ~3 p, VP. S.u C:,~ 4._I. '°C .arY ~ e=MUm ~ ~PP•MB sEETGETNL 5°1N9E /`FX ft ~\U~ FO. 1'.:IA/ ~"F'~ _ '!«Y.~ a~,® '4 ~BJF ~y ;/A'G, ~.:g~`~tlvn.`:J /%^i~ Wi7. ~\I 1 011 m..., ~ ~ ' 111"` !iP} L-_ -J ~ d I z' z5• I z• 3D' °Yn A:• Ji ea\ zvt~~'v L„ P, --J A \AL'\~m G 9 MY KITCHEN WALL CABINET ELEVATION BUILT-IN STORAGE S-1 BUILT-IN STORAGE 5-2 sj+~ e~J ~°F ~ o~~ xn r0 xut xm ro SAN Km m sruE p° H~~~.,: NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. DATE: DB/"/I, REMARK4 REVISED. fx/%3/11 STAMPED SETS - GEMJq ONE SIMPLEX DRIVE m/m/IZ cOLaR MLEnNC cHANCes/sraMPEO sEts - clauR SCRANTON, PA 18504 m/40/Ix POgcH wIx°aws/srAMPeO sets - ceMJR SCALE: 3/1 B° = 1' 02/02/14 BRACED WALLS PER ENGINEER - GIC OPTIONAL FEATURE: FLOOR PLAN °='OB/14 BRACeDwALISPERFNGINEER-"` DRAWN BY: STZ WORK TO BE PERFORMED BY C.V.H., THE EDg ry: 11-D8o5-A RANCH OWNER OR THE GENERAL CONTRACTOR AS sBT1Gl 27'-7" X 19'-5" (15'-3" X 3T-iD" WING) NOTED ON THE CONSTRUCTION AGREEMENT HOME OWNER: FOR ADDITIONAL INFORMATION' DRAWING: STAMPED SETS: 01 10/12 FITS, L.L.C. RICHARD WILDERMUTH/CT. VALLEY HOMES 5 PRDDUCrION SETS: 200 AMP CIRCUIT SCHEDULE LEGEND E L E C T R C A L N 0 T E S [36 w m a p Q � DUPLEX RECEPTACLE DESCRIPTION 3N a a < m a < 3N DESCRIPTION ' 1 CODE COMPLIANCE. SIMPLE%'S WORK COMPLIES TO STATE DUPDX RECEPTACE£ spill sMicHm MANDATED NATIONAL ELECTRIC CODE 20DB (NFPA 70). 39 M& RANGE/DRYER 2. ALL ELECTRICAL CONDUCTORS AND DEVICES SHALL BE 37 sxaE POSE smicx TESTED, CERTIFIED AND LISTED BY A NATIONALLY RECOGNIZED UNDERWRITING LABORATORY AND CARRY ON THEM LABELING 35 ' TxuE WAY sMTCH DESCRIBING SUD'ABILITY FOR USE AND LOCATON. , FOUR WAY SWgON 3. BUILDER 15 TO COMPLETED ON SITEUSE THAT ALL DOME INN AELECTRICAL WORK TO WORKMANLIKE MANNER EANO 33 DIuuFR sMrcVCOMPLIES TO ALL APPLICABLE LOCAL BUILDING AND ZONING CODES 31 1 RECESS WOUNDS] LIGHT Fl%NRE 4� 30 29 � ( 4. ELECTRICAL EQUIPMENT AND DEVICES SUPPLIED BY SIMPLEX O SRI DMRH`R TO BE INSTALLED IN MODULES AT FACTORY. SHIPPED LOOSE 28 1 15 14-2 MICROWAVE 27 /m 1 b N�� ELECTRICAL DEVICES ARE TO BE INSTALLED BY THE BUILDER © GABINI MONOXIDE OEIECIOR 11 W N THE FIELD, 26 PORCH LIGHTING (GFI)12-2 20 1 1 15 14-2 GENERAL LIGHTING 25 TBG I !62`��`nl 11 PP „ 5. ALL CIRCUITS IN MODULAR UNITS PAG TO BAN TO THE 24 BEDROOM #3 (AFCI) 14-2 15 1 1 15 14-2 GARBAGE DISPOSAL 23 V,�,�+ THFnu°s'AT (WIRE ONLY) I ` re �` CORRIDOR. E CORRIDOR BY SPLICING AT ACCESSIBLE JUNCTION BOXES IN THE TRACOR (CONNECTION TO PANELS BY BUILDER P2 suox[ /,,.LL(uC) 14-2 15 1 1 15 14-2 GENERAL UGHRNG 21 ® WHOLE HOUSE FAN OR HIS SUBCONTRACTOR ON SITE) 200 AMP PANELS WITH INTEGRAL SERVICE DISCONNECT (MAINBREAKER) & 2" 20 BEDROOM M3 (AFCI) 14-2 15 1 1 15 14-2 BATH #2 19 GR GROUND FAULT INTERRUPT 6. 1 11 IN CONDUIT DOWN FOR SERVICE WIRE BY BUILDER/SUBCOMRACTDR ON SITE, WP WEATHER PROOF 1 / / �J 1 �`.) 18 BEDROOM #2 (AFCI) 14-215 1 1 15 14-2 BATH )(1 17 ( 1 �'t'1 1 7 BATHROOM, EXTERIOR AND KITCHEN COUNTER RECEPTACLES BASEBOARD EIEC HEAL LNG ELEMENT PORCH (kxx� I I ARE TO BE GF1. PROTECTED AS PER NEC CODE. 16 BEDROOM #1 (AFCI) 14-215 1 1 2012-2 EXT RECEPT (GFI) 15 PANEL BOX — SIDE B BATHROOM AND KITCHENETTE RECEPTACLES ARE TO BE ON A DITISI SEPARATE 20 AMP CIRCUIT. 14 BATH $2 (GFI) 12-2 20 1 1 20 12-2 EXT RECEPT (GFI) 13 ® WIRE, BOX W SWITCH FOR COUNG FAN j21 Al iM FAR sw «x'AewL y 11 G. SURFACE 9. STANDARD SWITCH HEIGHT IS t 0 48" AFF. - SWITCHES AND RECEPTACLES 12 BATH $1 (GFI) 12-2 20 1 1 20 12-2 WASHER (GFI) 11 � FAN Up1T P'x e' ROOF suppoRl(M1P) OVER COUNTERTOPS ARE TO BE � m 42" AEE ALL OTHER RECEPTACLES 'L AR OF G nNw uM Re1125 11 ARE TO BE G 0 16' A FF., UNLESS OTHERWISE NOTED. 10 KITCHEN (GFI) 12-2 20 1 1 20 12-2 REFRIGERATOR 9 4 `V S AD;cwnAaGn§sTucTEFICAL 11 1 ' 10. ALL LIGHTING CIRCUITS ARE 20 AMP MIN. W/ $12-2 ROVER WIRE. 0 DATA PANEL !&Xp� E Az•Rewe '" / B KITCHEN (GFI) 12-2 20 1 1 15 14-2 LIVING ROOM 7 AL STALE uea muRDN ` oEW.a SURFACE 1� 11. 209 OF PANEL BOX CIRCUIT SPACES TO BE LEFT UNUSED ^ `. / FOR FUTURE CIRCUITS. 6 �IHWR 12_P 20 1 1 2O 12-2 LAUNDRY (GFI) 5 1 % ISP1 ESO. By.KE GEIEGTDII (SHIPPED _- ____ _- 12. ELECTRICAL DEVICES ON OPPOSITE SIDE OF WE 3605, WE 5512 AND WE 5515 ,4S LOOSE AND INSTALLED BY GTHERCD F------- ---- I ASSEMBLIES WILL HAVE TO BE SEPARATED BY A MINIMUM OF 24• 4 3 D-) ` DRYER 10-3 30 2 2 50 6-3 RANGE J`'! /T z6 PANTRY B0�- 2 1 �'v erne ADCEss u t/z'. 3D' y 'm 124 i tsB z H-W- rt 'REFRIPACB O. �` 11 ' 1 BFB= GENERAL NOTES: 1 - FEEDER CALCULATION i 7 1 1 Z C 1 JJi 1° III w'°' (^) 1. ITEMS NOTED WITH A SINGLE ASTERISK (^) SHALL BE PROVIDED 1. GENERAL LGHTNG,SMALL APPLIANCE & LAUNDRY CIRCUIT LOADS. IFI ` I-TE'- ------- T SET CREW AIMISHIPPED HIPPEDBLOOSE HER LO CODESINSTALLED THE BE BY A. LIGHTING (SEC. 220-3b) _ €11 QUARE FOOTAGE - 1282 x 3 = 3846 WATTS _ _ _ — z S �\ ,L,J 1 \ , 1 («•) 2 ITEMS NOTED WITH A DOUBLE ASUBRISK I--) SHALL BE PROVIDED B. SMALL APPLIANCE (SEC. 220-16(0)) BY SIMPLEX, SHIPPED LOOSE, AND INSTATED BY THE OWNER AT THE No OF CIRCUITS - 5 x 1500 = 7500 WATTS III '1Y -i L IN I /' /.` JOB SITE, PER LOCAL CODES C. LAUNDRY (SEC. 220-16(b)) 111 — r IOW - No. A CIRCUITS - 1 x 1500 1500 WATTS 111 (( R\ \` (^*•) 3. ITEMS NOTED WIRD A TRIPLE ASTERISK (^^^) INDICATES WORK TO BE PERFORMED BY CMI, THE OWNER, OR THE OVINER'S GENERAL D. DEMAND FACTORS (SEC. 220-11) CDINTRUNCTOR AS NOTED IN THE CONNECTICUT VALLEY HOMES TOTAL OF LINES 0OWA,S&CA = 300fi4 WATTS _�_ __ L � \` � CONSTRUCTION AGREEMENT. sf�\ D 1 FIRST 3000W AT 1008 = 3000 WATTS 1111 �, L - 7 ?�' A \ A `�\ `�.\ (•^••) 4 ITEMS NOTED WIRE FOUR ASTERISK ( ) SHALL BE PROVIDED D.2 REMAINDER AT 339 = 3256 WATTS yLIVIN 7 17 tl Mg BAT 2 hY 1 OF COC D B THE S Cg W AT ilE«JOB SITE, PER LOCALTOTAL OF 0.1 & 0.2 = 6256 WATTS III 1 1 _ 7 a-F g ` ' ``q. Vn"'y'i�1Ai� \ '� i\ 5 ELEVATIONS A5 SHOWN HERE NAv VARY AND/Dfl BE TYPICAL OF 2. HEATING,COOLING & MAJOR APPLIANCE LOADS: III = .TF— ii// CONSlRUC110N ONLY, IN ALL ]SES REFER i0 HOUSE CRDFN ANO )p.. `` m ``�\ aaoR PUN(SJ FOR ACRUL QUANTICASES R ANO TOCATORHOUS OF DER AN A ELECTRIC SPACE HEATING (SEC. 220-15) = N/A WATTS 01 111 •�'" t H N NG II / LAUNDRY {, AVO WINDOWS, AND ACLU& WIDTH ADD LENGTH OF HOME, B. AIR CONDITIONING (SEC 220-21) = 10000 WATTS N C. ELECTRIC CLOTHES DRYER (SEC. 220-18) = 5600 WATTS J u'DL1 IOW Rwma umuR \ E / sR 6. ITIS THE BUILDER'S RESPONSIOUTY TO ENSURE ALL WORK DONE D ELECTRIC RANGE (SEC 220-19) = 9600 WATTS U -__-__I_ _T I L € / j B / \` `\` DN-SITE BY TIE BUILDER, AND/OR HIS/HER AGENTS, IS TG DONE IN V -- T V 1 - `� / // e E. OTHER COOKING APPLIANCES (SEC 220-19) = N/A WATT T II , ,/ A WORKMAN USE MANNER L ACCORDANCE WIRD ALL APPUCABI£ - - - - - R,q�s'� BUILDING CODES AND REcuuTDxs 3. MINOR APPLIANCE & MISC. LOAD (SEC. 220-17) _ _ L-------_ /A(s TRS A -q4 (IF 4 OR MORE ARE USED - USE 759) f "� ``4/W // d a p 7 IT 15 RIE OWNER'S RESPONSIBILITY TO ENSURE THAT AIL WORK DONE ON-517E Bt OWNER, AND/OR HIS/HER AGENTS, IS TO BE DONE A. FURNACE/BOILER = N/A WATTS 7 - TD a II B DlsPwri < .1Y IN A WORKMAN LAKE MANNER IN ACCORDANCE WITH All APPLICABLE B. WATER HEATER = 4400 WATTS ` BUILDING CODES AND REGUTA➢DNS 0. REFRIGERATOR = 1000 WATTS Te D. DISHWASHER = 1040 WATTS BEDROOM #1 / `N E GARBAGE DISPOSAL = 365 WATTS 21�\ ) '+AH, F TRASH COMPACTOR = N/A WATTS G. MICROWAVE = 1500 WATTBOXS d sii�f `� TOTAL OF LINES A THRU G 5955 WATTS ROOF BOX ABOVE ROOF BOX ABOVE �' " % o< ELECTRICAL PLAN �" 4. TOTALFI SECTION 1,2 & 3 (SEC. 220-30) = 37 411 WATTS to (C � / e `:� • A.\\ A) FIRST 10,000W AT 1009 = 10,000 WATTS e to zz ° B) REMAINDER AT 409 = 10.964 WATTS SCALE: AS NOTED BEDROOM �k2 yA TOTAL OF DA & D.2 = 20.964 WATT ENT S NOTE. ACCESS TO RASEMTO BE BATH M1 0 9fi4 5 2 KOLIS = 8 3 5 SUPPLY U PROVIDED ON SNE. BASEMEN �, \` 77� 15 NOT PYAC 'IN ACCESSIBLE %O D/ / 0 A 200 AMP PANEL WILL BE SUPPLIED MLIVI Te }/ / Rix REGISTERED ARCHITECT SEAL 190 Y� TEDJ u4Z SRI ,EO AIT C D BEDROOM #3 i +F.. �.�%p t.N:y�''/>, zG IN ` oe/ J 2I O 11z 9 / 609oQ� STI lE DATE 12/23/11 REMARKS NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. .• REVISED: 01/10/12 COLOR MffiING CHANGES/STAMPED SETS - CEMJfl ONE SIMPLEX DRIVE 01/20/12 TRACK UGHRNG CHANGES/STAMPEDSEES - GEMJR SCRANTON, PA 18504 02/06/12 owNER/STAMPED SETS - DEMUR SCALE: WN 3/,8° = 1' ELECTRICAL- PLAN *** OPTIONAL FEATURE : DRAWN BY: GEMJR WORK TO BE PERFORMED BY C.V.H., THE Eng #: 11-0805 RANCH OWNER OR THE GENERAL CONTRACTOR AS S.Lcl #: 27'-7" X 19'-5" (15'-3" X 37'-10" WING) NOTED ON THE CONSTRUCTION AGREEMENT HOME OWNER: FOR ADDITIONAL INFORMATION: DRAWING I STAMPED SETS. 01/10/12 FITF, LLC. RICHARD WILDERMUTFI VALLEY HOMES 6 pRoOucTION sETs: ---- NOTES: < 1 VENTILATION OPENINGS SHALL BE PROVIDED WITH 3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE ` CORROSION-RESISTANT WIRE MESH, WITH THE LEAST DIMENSION STRENGTH AS SHOWN IN TABLE R402 2. CONCRETE SUBJECT TO ` \ \ BEING 1/8 INCH (3.2MM). THE MINIMUM NET AREA OF WEATHERING AS INDICATED IN TABLE R301.2(i) SHALL BE AIR \ VENTILATION OPENINGS SFIALL NOT BE LESS THAN 1 SQUARE ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM \ FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA FUME, \ \ \ OF CRAWL SPACE AREA (REFERENCE SECTION R408 OF OR SLAG THAT IS INCLUDED IN CONCRETE MIXTURES FOR \ \ GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, CARPORT \ THE 2010 RESIDENTIAL CODE OF NEW YORK) \ SLABS, AND STEPS THAT WILL BE EXPOSED TO DEICING ` 2. ACCESS: AN ACCESS CRAWL HOLE 18 INCHES HIGH BY 24 \ \ INCHES WIDE (457 MM BY 610 MM) SHALL BE PROVIDED TO CHEMICALS SHALL NOT EXCEED TFIE PERCENTAGES OF THE \ ` \ TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. MATERIALS \ THE UNDER-FLOOR SPACE. (REFERENCE SECTION R408.3 OF \ \ USED TO PRODUCE CDNCRETE AND TESTING THEREOF SHALL \ \ THE 2D10 RESIDENTIAL CODE OF NEW YORK) \ COMPLY WITH THE APPLICABLE STANDARDS LISTED IN ACI 318. \ IN ADDITION TO THE CEMENTS PERMITTED BY ACI 318, CEMENT T I fiefi SUPPDRT 0 Iz' POURED COMPLYING WITH ASTM C 1157 IS PERMITTED. p coxcreElE P INC (tm) ` 4. A 6 MIL POLYETHYLENE SHEETING OR EDUVALENT SHALL BE (INSTALLED AS A VAPOR RETARDER UNDER THE SLAB. THE I EDGES OF THE VAPOR RETARDER SHALL BE LAPPED AT LEAST L ~ \ T2 INCHES AND EXTENDED TO THE OUTER EDGE OF THE SLAB r_N ` 5. FOOTING SIZES SHALL BE BASED ON THE PRESUMPTIVE u'-. a/n' \ ~ ` / LOAD-BEARING VALUES FROM TABLE R401.41 IN LIEU DF A ' ~ A' COMPLETE GEOTECHNICAL EVALUATION. THE FOOTER SHALL THAN - it I\\ BE SIZED PER TABLE R403.1 & SECTION R403 FROM OF THE \ xc-Dlwxc e f II I \ 2010 RESIDENTIAL CODE OF NEW YORK. . I \ ` 7 L Y : i a;° Bp4, 6. MASONRY UNITS FOR STAND ALONE PIERS SHALL BE LAID IN - , a/r L •'-a ~e' 1e \ O' 1fYPE M OR S MORTAR OR SHALL BE COVERED WITH SURFACE h ~ L~J- Tjary.wwu, ear /aTawWE.in'~x~n ..-s .c J® I- _ BONDING CEMENT COMPLYING WITH ASTM C 887. ~J ` SURFACE BONDING CEMENT SHALL BE APPLIED IN STRICT _ ,o' I, , r---- ,r-, yr c COMPLIANCE WITH THE CEMENT MANUFACTURER'S INSTRUCTIONS. 7 i s BOTTOM COURSES SHALL BE LAID IN TYPE S OR M MORTAR. e r ~ ( ) ~I HOEDOWN SCHEDULE I,ry Ixcnen ar,mnnus r--l-caxclaFE F xG sl SAx° Nox oxcm L L J J mn slvsgx sMGxFxxC I ~ ne wN oIC coxxm xz ` \ DESIGNATION LOADING HOEDOWN/STRAPS I sxle.X-. HAms e I ° ulwlx° coon, t - re. \ I L_ J g' ' xoae Ixsvuco oN (z) z.,c sPryz R.Caq qIM w 8 •slmPe°~ LsrAte srnvs ,e• Ly or Ecuu § - I I ~ te' ~ \ pA s,JeDf FRaM wAZL ra aeeA AIM - s/e' mgFADED Mcna+ WLY c°wMx euaT Ixxle PuM ~ \ p.IBEDDEO ,4' MIN IN,O R,5W PSI MIN. CONCgEfE M ~ L L sEr Gx coxc. P.w u xcMVmm rr ~ f` \ \ i L • ~ J F Coral wHGm°xs, eunxlxG coo AND ~ \ \ (R) 5/e• EOL15 IMO FCGpi PIM L i ~I _ Pe, LGA° Gcxcmws (-•t - \ i . ~ ~ ° ~ \ \ xose Tnsruun Dx (x) zx,o sPFfz FLODq qIM \ \ W)'smP•ed ISrAm srgAPS ,e• LM e. EouAi ~ ~II e ~ \ \ \ \ ~ e.JeGf FrecM wuL re n.ooq reIM - s/e' FHAUDED MwoR _ EMecooEO e- MIN. Ixro z4' wloE Foonxc n L I T I 1 T I P ` \ \ - (z) s/e' evus IxrD rmoq Rm I ~1 u I tw- I A \ \ \ \ rr . o` \ ~2. " - pel / rvmE: Accfss r0 Imxc srecE \ , ` L / / ngwE rD eE mwIDED Ox srf. \ I cWW1. SPACE Is Nor DIRECnY \ L a _ _,M.'NUla nu ./am ,I/M_rHxx rosxm •,G_a c. \ 1e~--- m'-z„v'------- ,Y-a°/,e' J ~ ~ ACCESSIDLE FROM IJWNC SPACE \ \ / \ ~ \w' a,._,. \ \ ~ ~ \ \ \ RC BOX 'B' 80X 'A' ROOF BOX ABOVE umNC-Dmmc Rlcxr ROOF BOX ABOVE FOUNDATION PEAK ~ ~ ~ SCALE: AS NOTED ° • ~ p~ (CPL) \ ~mItDL DwmES A ccwxx LOGrIDN \ \ \ \ \ PEONnD) i0 NPPGgr A CxmG1 POIM \ LWI. 1HESE CGWNIS WY NGF eE \ ` ` nEI.OGIf? Cn DEl£lE? IN AMf MWNEF. \ ) ` / \ GENERAL NOTES: \ N7n: THE Fauxwnox Dfslcx Is sASm Gx rsuxm suE eEwwc \\'Ay~ ~ REGISTERED ARCHITECT SEAL t, rcEMS xDTED wcH A SINGLE AsEreISK SHALL 9E PROVIDED GPkm A•L Is GxLr succESgn AxD sHru xvr eE usm FDn ~ i a, \ \ / r` \ HY SIMPLEM, SHIPPED LOOSE, AND INSiALlEO DURING THE sEI R( FAELMax iNE FDGHGnp1 x61IX! SH.M,m eE eASfd Gx SITE WECIFlC B o- \ ~ \ \ / / \ \ \ SEI CREW AT 1HE JOB SRE, PEP LDCAL CODES. sox cGNxmG16 Ai THE EIIG1gX sllE THE F?UNGnGX sNN1 eE 1y~ \ NESIGr.EG W A IILEXSEP EYGINEFA ql MCHIIECI IF NEOGINEG el pk • `\"Q \ / ~Al ,e i" ` z. ITEMS NOiEO WTM A pOURLE PSTERISK sHA1L DE PROVIDED nELUANGIS of NE PA,fIICIPAIINC srnrt IN wNICH THE E'JILMNC Is ~O C' \•4, / / ` ~EH~R~' 9Y SIMPLE%, SHIPPED LOOSE. AND INSTALLED B( THE OWNER Ai rNE INIENxfx m S CGLMEG / ~4 ~ C' ~ JOA Sif, PER LOLL CODES. \ ~ / 3 ~o° 0, „uG Gam; <C~~ 3. fIEMS NDIED WITH A TRIPLE ASTERISK INDICARS WORK i0 ~ / F!. N"'X^• o-/B ~r,i '6' -C~ BE PERFORMED BY LYN, 1HE oWNER, OR THE DWNEA'S GENERA 1HE MF/SUreEMENTS ON 1HI5 FOUNMOON ~ / / P ~,K`i `Y ~ ~ C" CDMRACFOR IS NOTED IN 1HE CONNECTICUT' VALLEY HOMES PIM' NS SUOIEET N CHANCE - PEF9i N ' ' nl CONSiRUCnON AGREEMEM THE CONFlItMINC OPOEq ANO PRIM. \ • ~ ~ $ rc 4. HEMS ND1PD WI1H FOUR ASTERISK Q•°) GHNl SE PROVIDED ` \ / / C JJ [ ' I~~ / l \ (f.••) AND INSTALlEO BY 1HE sEF CREW Ai nIE JOB SIZE, PEA LDGLL \ ` ` / /W~ s~ ~ N, ,y;Cr ~ / F ~ GO°'f p~'/ CODES \ / ;~0 ~ 5. ELEVAnONS AS SHOWN HERE MAY VARY ANO/Oq BE 1YPIGL OF ` / \ ' [ sr A1C CONStRUCIIDN ONLY, IN A1L ClSES gEFER i0 HOUSE OgofR ANO ` FLaDR PInN(s) FaR AcNk Ouumtt Axo LOGnON of DODR(s) AxD wxoows, Mo AOTUU wlmn ANO LENGTH DF xOME. e. rcIS THE eulmErr's RESgoxslalurv iO ExsuRE aL wogrc DONE NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. DnrE: DR/,D/„ REMARKS ON-SHE BY ME NUIIOER, MO/DR HIS/HER ALEN15, 15 i0 DONE IN REVISED: OR/31/11 RESIZED PND SEM i0 ENGINEER -GEMJR A WORKMAN t1KE MANNER IN MCORDANCE WI1N ALL APPDGRLE ewmlxc coDES MO RECUUnoxs. O S 1z/za/n STAMPED sEis -GEMJR z. Ir Is mE OwNER's AESgoxsRlLln m ENSURE mAr ALL wogK SCRANTON, PA 18504 oz/az/t2 PER ENINEER - c¢ PONE ON-sflE Bf OWNER, AND/DA HIS/HER AGENTS, Is i0 SE DONE IN A WORKMAN DItE MANNER IN ACCORDANCE WITH ALL APPLICANLE SCALE: 3/1 6" = 1' Dz as tz OWNER/SEPMPED sE1S - CIC DDILDINC °ODES AND REGUUiIDNS. FOUNDATION P i A N DRAwN BY: STZ OPTIONAL FEATURE: ED9 „-DaoS-A RANCH WORK TO BE PERFORMED BY C.V.H., THE sleliGl p: 2T-7" X i9'-5" (15'-3" X 37'-10" WING) OWNER GR THE GENERAL CONTRACTOR AS HOME OWNER: FOR ADDITIONAL INFORMATION' DRAWING: STAMPED SETS: 12/23/11 NOTED ON THE CONSTRUCTION AGREEMENT FITF, L.LC. RICHARD WILDERMUTH/CT. VALLEY HOMES 7 PROOUCrIDN SETS. 1 O110, os 051`- ,oda /2" 51`- avt°a /2. . _ v0. y--+/z• Y T SLIxcIF-DMER MOVE mEm 1/2' 1/2• + m /z ae umuL owl 'SIMPSON' STRAP SCHEDULE TYPICAL TDB TYPICAL WASHER TYPICAL KITCHEN SINK w/ TYPICAL LAV/ KITCHEN LSTA12 STRAP FASTEN W/ (5) TOO NAILS EACH END SUPPLY SUPPLY DW SDPPSINK SUPPLY LSTA15 STRAP FASTEN W/ (6) TOO NAILS EACH END LY 12 1/2-cox BIW..00.7 LSTA18 STRAP FASTEN W/ (7) 1Dd NAILS EACH END uss 1e•O.C.pRE-muxvinB� slr BRIWML 40/2.7 LSTA30 STRAP FASTEN w/ (11) 10d NAILS EACH END " mo n-AµILµ 1ENODY Ixo.../v e INsuunaN EVA£VCH &.r EA •' " / TLE k WAREN SHIED S 5�� /1.11110:• 12' SI" >< 1x a.Saco./stn.¢µ(•••) (x)n0ws of u µMIs k e-Oc (•^•) y m 4� a/4'.e'Ax£M FASCIA P^) Bu THICK Epou XOY um9U4E xae PMNEr w.LLL./MISS IOP PULE 1/x' p- 1/ /z' 'JI h 0) 1 1/µY,1¢LVL (') 'SIIYPSOx' w526 Wk HwcER Le SUOP CIA P' F, W S V1 z'al- R1 P.'Mxo 1'VFItm P0.n59LYM'uMR FOUL u-1M IxsNAnOx PAGmfA s/C X to- AZEK TRIM. / ]/4'CE PLWK00(x/24) B-WArr Cal.GE a4 ItVlEl1 LN s„E 1 s/4-x 4'AGEN FG.I-) - (2) x.1rz sPFlx 7-1/4' EXPOSED (•••) y-1/z' ,r. 1 1/rz'w24-Lv1(') s/.-LTWkL(^)J 9uP.ox Ho 9 nE./E-m „ cuilEA I"') . s. sxIN (2) 1.of U NM15 0 5-o.L X $p a,.PULE µV15 ENUI .No° UM muss lrz)alµSPF12 euros TRUSS m PON./0) o-,IIIb-r0E,ALS V) SM.K,SF nE./s-ea C/4' e-AGS'P"A(�) TOUTS MH wok EIC"MUSS ee w+1s a e'oa a.susExsCA I I/r.s/.•o.sR/PLYWOCO � 'QIX s.I-) s• s/4-.]-NOGG MI s onrwru. 40 xo u NMI o s-BL TYPICAL W C TYPICAL SHOWER TYPICAL TUB 5/4'x 4-aEx Flu (•-) .1m x..rw 1. a 2/.- I.GP,R Wm E1mi muss k I.. 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SuPRY PIPING ae SE12 SODS k 2r O.c TYPICAL WATER HEATER cox nrAmB 0µ0e) vExr PIPING SCHE C R = DRax/wAsre PIPING m � 1/2-oXrekL 1 -1. m n°""'" TYPICAL SUPPLY SCHEMATICS 0)N- IFNs sxWs o,vY,] 1/z•WIL o u•o.c. wwL m To RWm R nORrNB A EAoranY eETwEmoARs (x)¢DAs v IS 1/2•F-f#NGG 0µ/1e) I/2 PLYNIXIo U 16) G.1I1'u 1/2-µML L:,Ir oc µOIs k.•oc ae WnaM PLV. )/4'1kc Rr.W10C!m/24) 14-Tkc o sk w /a s¢eRAtm wk1 puxs Axo (x)vows of m NIB SY#Z ECA^J019 o 12-CC. / ( ) mUNNLIGN YNAWKS FOX w+Is• e'B.L (-••) lx) ala SFE/2 µAIB SPE12 Baan.YJIn k 1e'B.c EASIENENG INB LCGnoxs BORA OrB' fi 4 T + V7' Vti , Xry 9 h R 1 R6uunoX r/V% p•9 15'_3• miry V IVµ V 9' S' D NY TOU A15 k f B.c (uFr/IXDHQ eu IWLs o s'B a (.PANT/ 'swPsox'lm ° 10'B.c (6Fi/RmH1) •� `Try V 1 k° r 11 (moxr("H •� RICH). r OC LEFT k B u%y TEALS k e'OC (ENOµ./REVD•••• l I'' `� AaK" ]''G (NEAR) Em m !tL IU. a51a �1 I0&0,5 VP li HIGH WIND FASTENING DETAIL }>`_ ry uor (HOUSE TO FOUNDATION) li TYPICAL TUB TYPICAL WASHER TYPICAL IAV TYPICAL KITCHEN SINK DRAIN TYPICAL KITCHEN SINK DRAIN 07 slMxsox IFA1e scows DRAIN LENT DRAIN / VENT DRAIN / VENT / VENT w/ DW VENT WW.iB ELCOX flWB IN 1 EAC W DflWEEX HBIMWIfi (IyyISGY 0'O.kl J sEc elCLm wkL FLws Am (µ) ¢ass IMF L____________________________________J L_______________________________________________ J_ BNixS EBR ____ _'Bc (••••) E-LiF_____________________________________ "1 EAsrtl+Ens ArD LBunoxs 1'te - ------ t__-_JL----J BOX 'C' )NI-- 1OICKION € L----1 L----J ? V` SII SECTION BOX 'C' " TRANSVERSE SECTION BOX 'B' e A k,-aL. (Mo./ RFM)k]'a.C.(LRT/WIGHT)••u y'3 {fl,� TT-- rr IF I I I II ��ry HIGH WIND FASTENING DETAIL PLUMBING NOTES: TYPICAL W.C. TYPICAL SHOWER TYPICAL TUB/SHOWER eS��H�ai (HOUSE TO FOUNDATION) DRAIN / VENT DRAIN / VENT DRAN / VENT I�j V.; 1. ALL DRAIN AND VENT PIPING SHALL BE POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 2665, ASTM D 2949, CSA 8181.2 or ASTM F 1455 (TABLE 702.1). I 2. ALL DRAIN,MIN WASTE AND VENT PIPE FITTINGS SHALL T POLYVINYL L CHLORIDE (PVC) CONFORMING TO ASTM D 3311,AND ASTM D 2665 or ASTM F D IN (TABLE 702 4). I FaEND } 3. ALL FACTORY SDRAIN,RES VENT ANO SUPPLY PIPING IS STUBBED INTO THE SHAFT U N.O., colo All O11 1111 11-1 lII THE BUILDER L RESPONSIBLE FOR EV ALL VERTICAL RISERS IN THE SHAFT "GT wIPIN suPPLr PIPIxL T 4, ALL PIPING BELOW THE FIRST LEVEL FLOOR S NOT INSTALLED N THE FACTORY _--_-- vmr PIPING 5. SIMPLEX IS NOT RESPONSIBLE FOR ANY ON SITE CONNECTIONS, G.N/NOFD PVING TYPICAL MAIN VENT / 6 FLOOR DRAINS SHALL CONFORM TO ASM. A112.6.3, ASM. A112.3.1 or CSA 879 FUTURE VENT PER SECTION 412 GENERAL NOTE$: 7, ALL WATER DISTRIBUTION PIPING SHALL RE LINKED POLYETHYLENE (PE%) PLASTIC TUBING CONFORMING TO ASTM F 877;7; CS&CSA-81375 (TABLE 805.4). (•) T ITEMS NOTED WITH A SINGLE ASTERISK (•) 4ALL BE PROlXOEO B. ALL WATER DISTRIBUTION PIPE FITTINGS SHALL BE PE%, BRASS or COPPER ALLOY CONFORMING TYPICAL D.W.V. SCHEMATICS REGISTERED ARCHITECT SEAL BT SIMPLEX, SHIPPED LOOSE, AND INSRCED DURING THE SET BY TO ASSE 1062, ASTM F867/1807/1960/2050/2159 AND CS5.5)A 8137.5 (TABLE 50 SET CREW AT THE JOB SHE. PER LOCAL CODES 9. ALL PIPING INSTALLED IN THE FACTORY BELOW THE FLOOR WILL CONFORM w/ (••) STATE AND LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASIEMSK (") SHALL BE PROVIDED _ BY SIMI SHIPPED LOOSE, AND INFAII£D BY THE OWNER AT THE 10 4 - INDICATES FACTORY INSTALLED SHVT-ORF. E- � JOB SITE, PER LOCA CODES. it. ALL VENT PIPING THROUGH THE ROOF INCREASES TO 3' AND IS THE RESPONSIBILTY ; E `- r{k OF THE BUILDER OR HIS SUBCONTRACTOR ON !SITE. (..•) 3 ITEMS NOTED WITH A TRIPLE A5IERISK (^'J INDICATE WORK i0 12. ALL MAIN SHUT-OFF VALVES WILL BE BELOWW THE FLOOR IN THE CRAWL SPACE AND BE THE RESPONSIBILITY OF THE BUILDEROR HIS SUBCONTRACTOR ON SITE. BE PERFORMED BY GM, THE OWNER, OR THE OWNER'S GENERAL CONTRACTOR AS NOTED IN THE CONNECTICUT VALLEY HOMES 13 ALL ACCESSIBLE PLUMBING FACILITIES AND FIXTURES SHALL BE PROVIDED IN ACCORDANCE CONSIRVC9ON AGREEMENT. WITH CHAPTER 11 OF THE BUILDING CODE OF NEW YORK STATE 14. ALL LAVATORIES ARE INSTALLED IN THE MODULES PER SECTION 416 AND CONFORM TO (••••) 4. I1FM5 NOTED WITH FOUR ASTERISK ("1•) SHALL BE PROVIDED gNsl 2124.3, ASME A112.19 1/ 19 2/193/19 A/19.9M AND CSA 845.1/45 2/45.3/454 AND INSTALLED BY THE SEI CREW AT THE JOB SDE, PER LCCA 15 ALL SINKS SHALL BE INSTALLED PER SECTION 416 AND CONFORM TO ANSI Z124.5, ASME _ CODES. A11219.1M/19.2M/19.3M/ 19,4M/19.9M or CSA B45.1/452/453N REQ / 5. FL£VAnDNs AS SHOWN HERE MAY VARY ANO/OR BE 1YPICA OF 16. ALL WATER CLOSETS SHALL CONFORM TO THE WATER CONSUMPTION REQUIREMENTS OF 9s^A`. ° 9`U 904`4 5. ELIEVCnON ONLY, INN GEES REFER i0 HOUSE ORDER AND SECTION 604.4 AND SHALL CONFORM TO ANSI Z124.4, ASME A112.19.2M or °%"- C OST PLAN(S) FOR ACRAL DUANDtt AND LOCATION OF DOORS) CSA 945.1/45.4/45.5. WATER CLOSET TANKS SHALL CONFORM TO ANSI Z124.4, rq srµif AND WINDOWS, AND ACTUAL WIDTH AND LENGM OF HOME. ASME A112 19.2/199M or CSA 945.1/454/45.5 PER SECTION 420. 6, IT IS THE BUILDER'S RESPONSIBIUIY TO ENSURE ALL WORK DONE DATE: 02/02/12 REMARKS NBY THEWORKMAN URE.MANNER IN ACCORHBLE DANCE WITH ALL APPLOE IN AHER AGENTS, IS TO A BUBIDNG CODES ANDREGuuno9s. NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. REVISED: 02/05n2 OWNER/STPMPED SEfs - CIC ONE SIMPLEX DRIVE 7. IT 15 THE OWNERS RESPONSIBILITY TO ENSURE THAT ALL WORK DONE ON-SDE BY OWNER, PND/OR HIS/HER AGENTS, IS TO BE DONE SCRANTON, PA 18504 IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPUGBLE BUILDING CODES AND REGULATORS SCALE. '/"' - ' SECTIONS/ PLUMBING DRAWN aY: CIC *** OPTIONAL FEATURE : Eng #: 1-0805 RANCH WORK TO BE PERFORMED BY C.V.H., THE S°rlGl #. 27'-71' X 19'-51' ('5'-3" X 37'-10" WING) OWNER OR THE GENERAL CONTRACTOR AS HOME OWNER: FOR ADDITIONAL INFORMATION: DRAWING: STAMPED SETS: 02/02/12 FILE, L.L.C. RICHARD WILDERMUTH/CT. VALLEY HOMES 8 PRODUCTION SETS: - NOTED ON THE CONSTRUCTION AGREEMENT .045 THICK EPDM ROOF MEMBRANE TAPERED POLYISOCYANU RATE FOAM TOP OF PARAPET TO LINE UP WITH PARAPET 3/4" T&G PLYWOOD (48/24) ON MODULAR HOUSE 2x6 PARAPET WALL M-105 INSULATION BREATHER 2 — 2" X 6" PARAPET TOP PLATE (2—WAY) ROOF VENT 2" X 6" PARAPET WALL - FASCIA TO LINE UP 2" X 6" PARAPET SOLE PLATE STUD AT 16" O.0 WITH FASCIA OF _ MODULAR HOUSE m 5/4" X 4" AZEK TRIM 1 -3/4'" X 11 -7�8" LVL 5/4" X 10" AZEK TRIM, PORCH RAFTERS AT 16" O.C. 7-1/4" EXPOSED 2 — 1 -3/4" X 11 -7/8" LVL HEADER 1 " X 4" AZEK WINDOW DRIP CAP 5/4" X 12" AZEK 1/2' AZEK BEAD HEAD TRIM, CUT TO FIT 2 — 2" X 6" TOP PLATE DRIP CAP TRIM, CUT TO FIT BOARD CEILING 5/4" X 6" AZEK TRIM 6" 3 — 2" X 10" HEPD 1 " X 4" AZEK EXTENSION WTH 2 — 1/2 P- D JAMB, CUT TO FIT 6" X 6" PORCH COLUMN----_______. SANDWOLED BETWEEN SILVERLINE VINYL WRAPPED IN 1 " AZEK (TYP.) 1" X 6" AZEK TRIM PICTUREUNG/ WINDOW 5/4" X 10" AZEK 2" X 6" PLATE TRIM SILL BOARD 5/4" X 4" AZEK 5/4" X 4" AZEK I WINDOW TRIM WINDOW TRIM (TYP.) r, 5/4" X 4" AZEK TRIM 5/4" X 4" AZEK TRIM CEDAR SHINGLE SIDING OVER HOUSE WRAP OVER CEDAR SHINGLE SIDING - 1/2" EXTERIOR PLYWOOD OVER HOUSE WRAP OVER 2" X 6" WALL 1/2" EXTERIOR PLYWOOD 5/4" X 6" IRE DECKING STUD AT 16" O.0 2" X 6" PRESSURE TREATED SOLE PLATE FINTES�N FLROF M 2" X 10" HEADER 2" X 10" PRESSURE TREATEDSIMPSON ABE66DECK JOIST AT 12" O.C. ANCHOR PLATE FINISX 10" P.T. HEAR 1/2" P.T. PLYTh00DFINISHED GRADE GRADHER BETWf➢J2" X 6" PRESSURE TREATED CONCRETE PORCPRESSURE SILL PLATE AND SEALER SUPPORT, SIZDECK POSTREINFORCEMENTO BE DETERMINECONCRETE PORCREGISTERED ARCHITECT SEAL FOOTING, SIZE & REINFORCEMENT TO BE DETERMINED \ J J HUM PORCH CR � � � T 1 0 � o AR\ SCALE: 1 /2" = 1 '0" p o P °ties � � Y 4 3 as e /sem ME ST�`T£ NEW YORK STATE SEAL SIMPLEX INDUSTRIES INC. DATE: 06/19/11 REMARKS REVISED: 06/31/11 RESIZEa AND SENT TO ENGINEER - cEMJR ONE SIMPLEX DRIVE 12/23/11 STAMPED SETS - GEMJR SCRANTON, PA 18504 01/20/12 MOM PORCH KUM - GEWR - T O V 02/06/12 AAMPM 5E - CIC SCALE: 3/16 = 1 POR S E C DRAWN BY: STZ C *** OPTIONAL FEATURE : Eng # 11-0805 RANCH WORK TO BE PERFORMED BY C.V.H., THE Serial #: 27'-7" X 19'-5" (15'-3" X 37'-10" WING) OWNER OR THE GENERAL CONTRACTOR AS HOME OWNER: FOR ADDITIONAL INFORMATION: DRAWING: STAMPED SETS: 12/23/11 NOTED ON THE CONSTRUCTION AGREEMENT FITF, ILL C. RICHARD WILDERMUTH/CT. VALLEY 10MES 9 PRODUCTION SETS: ----