Loading...
HomeMy WebLinkAbout36525-Z Q TOWN OF SOUTHOLD fA BUILDING DEPARTMENT TOWN CLERK'S OFFICE $~n SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 36525 Date: 6/29/2011 Permission is hereby granted to: Koenig, Eric & Joanna 31 Oaklawn Dr Commack, NY 11725 To: Construction of New Single Fam Dwelling; Kitchen, Dining Room, Great Room, 4 Bedrooms, 3 1/2 Baths, 2 Fireplac s, 2 Car Garage, Roofed Over Porch, Unfinished Basement, Rear Wood Dec Front & Rear, 2nd Story Decks & Washer/Dryer Area with Sink, as applied fo \ l At premises located at: 610 Jackson's Landing, Mattituck, NY SCTM # 473889 - Sec/Block/Lot # 111-4-8 Pursuant to application dated 6/21/2011 and approved by the Building Inspector. To expire on 12/28/2012. Fees: CO - NEW DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $2,895.60 Total: $2,945.60 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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, Comme cc 1 ,$15.00 Date." New Construction:` I/ Old or Pre-existing Building: (check one) Location of PropertyV C21 a House No. Street Hamlet Owner or Owners of Properth « J6 _1~ ti g` Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ _ Final Certificate: (check one) Fee Submitted: $ ~c_ - r7,, Applicant Signature FIELD . N T DATE COMMENTS CX3 ro FOUNDATION (1ST) Sv FOUNDATION (2ND) ty 6~ z o o• yyy ROUGH FRAMING & y PLUMBING V~ d INSULATION PER N. Y. a STATE ENERGY CODE C~ FINAL ADDITIONAL COMMENTS o ` O t+l k' °z d troy W b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health Received SOUTHOLD, NY 11971 4 sets of Building Plans Yes TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 3 S Survey Yes SoutholdTown.NorthFork.net PERMIT NO. Check Yes Septic Form Yes N.Y.S.D.E.C. Yes Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved , 20 `l Mail to: Eric Koenig 31 Oaklawn Drive, Commack, NY 11725-4306 Phone: 631-864-7418 Expiration- 20 c9__ PLICATION FOR BUILDING PERMIT ET2pletely Building Inspector Date August 28th , 2010 INSTRUCTIONS filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 4 r _ per,:~> (Signature of applicant or nameQlf a corporation) 31 Oaklawn Drive, Commack, NY 11725-4306 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Eric Koenig (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I . Location of land on which proposed work will be done: 610 Jacksons Landing Mattituck NY 11952-2055 631-864-7418 House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 4 Lot 8 Subdivision Jackson's Landing Filed Map No. 5280 Lot 6 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant land zoned AA single family residential b. Intended use and occupancy single family, two story, residential 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $400,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor 1/3 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 57'3" Rear 39'0" Depth 39'0" Height 297" Number of Stories 2 9. Size of lot: Front 100.00' Rear 126.96' Depth 219.51' 10. Date of Purchase :?-31- /V Name of Former Owner A// r L) .Jfl v,(nw 11. Zone or use district in which premises are situated AA 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO X Eric Koenig 1 Oaklawn Drive, Commack, NY 11725, 631-864-7418 14. Names of Owner of premises Address Phone No. Name of Architect Edward Koenig Address 16 William Avenue, East Isl!Phone No 631-277-3337 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 X NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Eric Koenig NYSA 5321-"1 12~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Owner (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of~~g~{piar~l 20 1 U Notary Public BRUCE L.BAUMANN Signatur ofApplica NO 0 ARY PULIC, OF NEW YORK BA6212344TSUFFFOLK000NTV TERM EXPIRES OCT. 13, ZjW FS BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7475 DATE: JANUARY 19, 2011 ISSUED TO: ERIC KOENIG PROPERTY ADDRESS: 610 JACKSON'S LANDING, MATTITUCK SCTM#113-4-8 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 19. 2011 in consideration of application fee in the sum of $250.00 paid by Eric Koenig -and subject to th Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits following: Wetland Permit to construct a two-story, single-family residence with 1890 sf. first floor and 1605 sf. second floor, 4T6 sf. two car ara e, 1755 sf. cellar, 233 sf. front porch, 198 sf. secon floor roof deck and 295 sf. rear dec s, with the condition of a non-disturbance buffer 25' landward of the wetland line d on-turf buffer 25' landward of the non-disturbance buffer f a total of 50', and as depicted on the site plan prepared by Edward Koenig, R.A., N.C.A.R.B. dated August 26, 2010 and last revised April 6, 2011. s IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ~ l ~F J Bredemeyer - Ab nt NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C Facility DEC ID 1-4738-03928 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ERIC L KOENIG KOENIG PROPERTY 31 OAKLAWN DR 610 JACKSON'S LANDINGISCTM#1000-113-4- 8 COMMACK, NY 11725 MATTITUCK, NY (631) 864-7418 Facility Application Contact: EDWARD KOENIG CARMEL HILL ARCHITECTS 16 WILLIAM AVE EAST ISLIP, NY 11730 (631) 277-3337 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 705.682 NYTM-N: 4541.338 Latitude: 41°59'50.3" Longitude: 73°33'16.4" Project Location: WATERCOURSDE: HOWARD'S BRANCH OF MATTITUCK CREEK Authorized Activity: Construct single family dwelling, garage, decks, porches, gravel driveway and septic system. All work must be done in accordance with the attached plans prepared by Edward Eric Koenig last revised 3/27/10 and stamped NYSDEC approved 4/8/10. Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-03928/00001 New Permit Effective Date: 4/8/2010 Expiration Date: 4/7/2015 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY/f J~OOK, 1179 -'3/409 ~J Authorized Signature: G °v~w Date i Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03928 Distribution List EDWARD KOENIG Marine Habitat Protection LAURAJSCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form 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. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed. concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No. debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqw Facility DEC ID 1-4738-03928 7. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit, modification, amendment). 8. Establish Vegetated Buffer 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 40 linear feet landward of the tidal wetland boundary. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. lo. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 40 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 12. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 16. State Not Liable for Damage 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. 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Edward Eric Koenig last revised 3/27/10 and stamped NYSDEC approved on 4/8/10. is. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-03928 and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary, precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ~ Facility DEC ID 1-4738-03928 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terns or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the perrnittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW Facility DEC ID 1-4738-03928 Item B: Permittee's Contractors to Comply With Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item 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 permit. Page 6 of 6 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The MM= of this form is to orovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. F~/ / C.% L7z~ c L. YOUR NAME: (Last name, first name, ilriddle initial, colas you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) - Tax grievance Building _ Y/ Variance Trustee y Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If "Other", name the activity.) Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee _ of the Town of Southold? "Relationship" includes by blood, marriage, or business interest "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO V If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 200 _ Signature Print Name Form TS I Town of Southold ~rosic?tar Sed[WWentatfon & Stoma-Wafter Run-off ASSES"WrFORM > PROPERTY LocA=K. ' S.C.YALS; 'jHB .'ACflI ? Y#t I T#IB OF' - 1.000 113. 4- 8: . goo ouaa saroa eioa is - - - - - - - - - - - - - - ...#AjjjHMM!Mr: ' Q401E ACbeckUwkt#)ibree6hOaoiiVmbRequied"80ompleoeAFPikadon):.... Yea No.' - WV ttgo Project Retch AN S Wrt fWn-INOWAraM1bd Yy a Two CM Itch Remml On 88e7 X _ cildsAOe~n.a~ipkiifeaartvi-areaeMaJbysID~dW911rigmMWroab~±a4atao9~eaawaRasaq.~Mle - impwWoentr eid the Pemh®lard'Cmaft 0(k oervloeasafaom) 2' DossYte: a'pftviwwktrawM8laa'ANP.mPoBe uwkww-ftuctumU igWadBt,owdon? Ttda lmmsAalkwAse9.ig (Lw08e0 CA¢d4 alagesana3kfpBa.l owns she wA&1IwM' . WM'g9s Rrol?lIP+Me arhyt.endfAMlg, t3redkrg or Ezcavaden vdiere Uhere b a dtaiige m die Neturel ' P,Eaikg l8redeItwriiNfrp imie tlren 20ftG116bYatda MRtwiOdn ei!yPucd? - . d. wit lfda APPftvQnPj6wAMlatldt%slW*QAr fineoirpeasft wArea-fi.Etroess N. . FlVe ThousPid.jfi,8Wj 8quat65eetdFJtetaM Stsfaoe'(. - 5 bthere aNattsd Vjlaterfeufsettksfgh YheBS~?.. Is this Piajectwkhtn the Ttuslees kabdicMmgr ghhfi one Hundted(10Uj$WofaWa" a Beach? 6 WBthere be'Sne Prepaawn on OdsOng G!ado slopes v finch Ekcsed Fdmm (is) wet of Verk.W Rise tQ { X One Hundred. 0W) of Horfzontaltssferrce? 7 VM Odvewaj(s. F!alkn5g Araes'or.othw Irnpervlous surfaces be Si©ped to DireetStotmwater Run-Off X. MtoanNarfidie dkecgm6fatoWrl dgtNaf-way? ~'~'f 8 Wig this ProjectRequkettre Ptacement of MMetiet RenavetoWegebeon wxuar the Cmsmrctim of Ej X . any Item WNhfi the Tovmitighto[-wayorROed SliouMer Area? , - (This Awn vM NOT include the Inetidlaflon of Driveway Apiens.) 9 WNi this Project Requka Site. Preparation within the OneHu"ed (1(0)'Yeer Hwdptaio of any Watetmurse? X NOTE: If Ahy Answered Quaedoas,oae throtighNUe is Answered with a Ckw* Mark in the Boa, a 8to -Watpr,. Gwrfin8, Brallmae ErosiowCoWW,.Fbn is.,kegaked anti Must 4a 8ebmh6d for ReNewPrierto Issuegce of Any Bull" PerrW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O9:IIP'I70N: Yea. -No^ DoOmt hb Project meet the minimum abndards for desamcatiea as rti A.gdowheai Project? - Note: If You /answered Yaa;o this OuesBgn. a.S.torm-Witt , Gmtong,. DM nage t::EmslonContw(Plen (e,NOTRequinedt • . - STATE OFNMYORK ' Suffolk - coti i-f OF.-.:.......... SS . Teat l:.._:. . l=f7C KOen sl~ I * being duty sworn, deposes and says that he/she is, theappliontforPemut, - lname ofkWNdaY egnkpOpartanq.. - - And that helMisaje Q%Wnef (0w . Contndx, Agent. COMOMr06ha ek) owner and/or representative of the Owner of Owner's, and is duty authorized to perform or have performea the said work and to . " !Hake and fde this applicatioui:thatall stateihents contained in this application are we to the best of his knowle* aril belie{„ and, that the work .all.be performed in the manner set forth in the application filed herewith. 6ML 00iiIM Sworn to before me this,SW~e 1 : day of ....M.AY. 2014 Notary Public GC"'............. ~ - (Slanatere of Apps FORM' - 06107 ho~~pF SO~jyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 C42 -)kC Southold, NY 11971-0959 % Coulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD December 19, 2011 Mr. Weissbach 610 Jackson's Landing Mattituck, NY 11952 Dear Mr. Weissbach, I spoke to you this morning about your building permit #36525. After I got off the phone with you I realized that the permit was written on June 29, 2011. This means that it does not expire until December 29, 2012 at which time you can request a six month extension. However, the work needs to be started within the first 12 months or the permit is automatically voided. The property is still listed on our computer under the old owners so I didn't have your phone number. If you have any questions please feel free to contact our office. Thank you. Susan Pontino Southold Town Building Department _ I ry~1, Tn.•n li:dl. S1lIVC blam . '1'N T. TARRY I(y P.C. rnas 1170 TOWN CLERK Suulhnld NcYurk If ItEcISFRAR OF VITA. STATIS11CS Fix (S 101 7h..I R'_1 MARRIAGE oFFICI{R - Tclc Phanc tSIlI )f, C.I RECORDS MANAGEMENT OFf ICEIt ±~~1 y FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)],~and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)]. -y ,'UI I I ~ J I ~l 6Li:u. Ocr TOWN OF SO'UTtiOLO J, dith T. Terry Southold Town Clerk August 25, 1993 1 • ~ f • , I APPLICATION a PAGE I of a TOWN OF SOUTHOLD PLOODPLAIN DDTTLOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION l: GENERAL PROVISIONS (APPLICANT to read and sien) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, stare and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. ll. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE / SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICAN NAME ADDRESS TELEPHONE AP P LI CANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide coou¢h information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark- A sketch attached to this application showing the proica location would be helpful. FDP(93) 1 APPLICATION _ PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes). A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure O Residential (14 Family) O Addition O Residential (More than 4 Family) O Alteration ? Non-residential (Floodproofmg? O Yes) O Relocation O Combined Use (Residential & Commercial) O Demolition P O Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park? O Yc-s) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling ? Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channcl Modificatiorrs) O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Ezpansioo) O Individual Water or Sewer System O Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Adminisvator for review. SECTION J: FLOODPLATN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No._ - Dated_ - The Proposed Development O Is EQ'[ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPII.IN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Specal Flood Hazard Area. FIRM zone designation is IW-Year flood elevation at the sit. is:- Fc NGVD (MSL) O Uoavailablc ? The proposed development is loented in a floodway_ FBFM Pancl No Dated O Scc Scction 4 for additional iostructioos. SIGNED DATE •r r APPLICATION 4 PAGE J OF 4 SECTION 4; ADDITI NAL 1_NFOWM ,TIDN f~UIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the app6ca6an can be processed: O A site plan showing the location of all existing structures, water bodies, adjaeeot roads, lot dimensions and proposed development. O Devclopmco( plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basemen(), types of water resistant materials used below the fast floor, details of floodproofmg of utilities located below lire first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 101-year flood elevations if they are not otherwise available). • Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). ? Floodproofmg protection level (non-reside?lial only) Ft: NGVD (MSL). For Boodproofed structures, applicant must attach certification., from registered cogincer or architcu- / ? Ccrtiflcalion from a registered cogi?eer that the proposed activity in a regulatory [loodway will not result ii an increase in the height of Lbe 100-year flood. A copy of all data and calculatiom supporting this fmdmg must also be submitted. ? Othcc SECTION 5 PERMIT DETERMINATION (To be comolcica by LOCAL ADMINISTRATOR! I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law if_, 1.9_1 The permit is issued subject to the cooditioru attached to and made part of this permit. SIGNED DATE rfBoXD~chccked, the Local Administrator may issue a Developmco( Permit upon paymeot of designated fcc. If BOX B is checked, the 1,o<al Administrator will provide a written summary of dc6c1cRacs. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from (be Board of Appeals. i APPLICATION H _ PAGE a OF a APPEALS: Appealed to Board of Appeals? ? Ycs O No Hcariug date: Appeals Board Dccisioo Approved? O Yes ? No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before. Certificate of Compliance issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed Iand surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevadon of the top of the lowest floor, including basement (in Coastal High Hazard ea bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). J L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to Stvbmittal of the above iuformatioo is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAi ADMINISTRATOR) The LOCAL. ADMINISTRATOR will complete this section as apphcabtc based on inspection of the project to ensure cmphance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ? YES ? NO DATE 13YDEFICIENCIES? ? YFS ? NO DATE BY DEFICLENCIES7 O YES ? NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be comnlc(cd by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE. BY: i Attachment J 6AMPLE j CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area •r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT W A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXISTING BUILDING 0 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW , 19 SIGNED: _ DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENT'S OF LOCAL LAW # 19 , AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C1C(93) TITLE NO: Flt-7404-82047SUFF District: 1000 Section: 113.00 Block: 04.00 Lot: 008.000 Town of Southold, //3 New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership of Eric L. Koenig and Joanna Koenig, his wife and his/her predecessors in title since prior to 1/01/1997 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Five Thousands Dollars ($5,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: May 31, 2011 FIDELITY NATIONAL ]TITLE INSURANCE COMPANY /i //Jg k - k/~ . SANDRA J. OLESKI Sworn to before me this 31s day of May, 2011 Nota Public BRUCE N. PHILLIPS Notary Public, State of New York No.4729041 Qualified in Suffolk County Commission Ex, res Nev. 30. 0 / TITLE NO. Flt-7404-82047SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-143.00-04.00-008.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/01/1997. SUBJECT PREMISES: 1000-143.00-04.00-008.000 Hedwig Gasser, as surviving tenant by the entirety Liber 10408 cp 26 of William Gasser, deceased Dated: 8/03/1987 to Rec'd: 8/31/1987 Linda Poznack and Phyllis Baity Linda Poznack and Phyllis Baity Liber 12185 cp 741 To Dated: 5/03/2002 Michael Savino and Dana Savino, his wife Rec'd: 5/14/2002 Michael Savino and Dana Savino, his wife Liber 12621 cp 559 To Dated: 3/30/2010 Eric L. Koenig and Joanna Koenig, his wife Rec'd: 4/09/2010 LAST OWNER OF RECORD PREMISES NORTH: JACKSON'S LANDING FIDELITY /NATIONAL TITLE INSURANCE COMPANY BY:_ T SANDRA J. OLESKI Sworn to before me this 31st ay of May, 2011 ota Public BRUCE N. PHILLIPS Notary Publos 4%041 New York Qual'died in &Mk Cound Commission Dom Nov. 3 0, 0 j PREMISES EAST: 1000-113.00-07.00-009.000 Joan Zeisler Liber 11751 cp 687 To Dated: 11/16/1995 Stuart D. Wechsler Recd: 11/27/1995 Stuart D. Wechsler Liber 11868 cp 322 To Dated: 11/06/1997 Erica Arbron Rec'd: 12/17/1997 Erica S. Arbron Liber 11934 cp 224 To Dated: 11/14/1998 Robert Snow and Rose Snow, joint tenants Recd: 12/15/1998 Robert Snow died a resident of Suffolk County on 11/27/04, leaving surviving spouse Rosemarie Banks Snow. LAST OWNER OF RECORD PREMISES SOUTH: WEST BRANCH OF MATTITUCK CREEK PREMISES WEST: 1000-113.00-04.00-007.000 Paul Galgan and Charlotte Galgan, his wife Liber 10062 cp 205 To Dated: 6/06/1986 Michael Clark Rec'd: 6/19/1986 Michael Clark Liber 11847 cp 850 To Dated: 8/11/1997 James W. Clay and Mary E. Clay Rec'd: 8/22/1997 James W. Clay and Mary E. Clay Liber 12522 cp 489 To Dated: 8/29/2007 Vasilios Tsoumas and Kathy Tsoumas, his wife Rec'd: 9/14/2007 LAST OWNER OF RECORD FIDELITY J/NATIONAL I TITLE INSURANCE COMPANY BY:/~~t 7 SANDI~A J. GOLESKI Sworn to before me this 31 s day of May, 2011 Nota Public BRUCE N. PHILLIPS Notary Public, State of New York No. 4729041 OualdW in Suffolk Count' Commission Exgres Nov. 30, 04 LIBBS.J` PdtF x .DECLARfi ION OF BESRRICTIDNS ~ i ' "a~+ R ' This Declaration made this 2 a. by JACKSON'S pl NS7SNC7~ ri do 6s' Y d ay 7 hav7J16 rte 169 principal ncipal plflcece of of fbnaineee at30 0 pye ndnne, Riverhe ad, , New York, and by De¢Ka R."Hur1``py b s,i h Westhampton Beach,TNeit YOik y L WHEREAS, JACKSON'S LANDftSG INC i wriern See'szgple of certain remiaed!A the R03n e, &c b~q Coup ' and State of New York, kndtin 'snd d~ei~nytean a cert01 ernumolk y entitled "JACKSON'S. LODING7r a sU a bdivi on sithate at IlattrPy~k, Town of Southold Suffolk upyy ryei r7( gpried iRa I Off of the Clerk of• arf012 Co tas Ha"pp"4" day of Y17RQC 1969, Grid 7+; 1'}* '2 ~~0` oa;the 4 'n,' WHEREkS, said JACK80Ni6 LANDII7G" G. is improving- s aid Premises as a planned suburban residg ral Community and 1 d' contemplated the said 'premrses to bp, onVeyed to rnarvidual ,,on Purchasers; and r G 5 r; Wi[ERELS, DENIS 11. HURLEY ra 4•be 0awner yin fee k>mple of (1) an improved lot hereinafter th r('~,5mitf7~'r,lof Mr11. Road, L act ituck, New York; whichlot is 71ded on the East by-lot no. cf the above mentioned JacksoIIi'a, e¢ding subdivision,. and oat iorth by lot no. 17 and tha SOUL ta 1 and ly o£ sa e id cubarvraron, and (2) an }ape lot on the West' aide of se~dpMr t!x6 nei'ter thY' "Hurley' cf uubdivrsion lot no. -'26; and i IDmedrately to the North, b~ dt.xrbS, DENIS,R. HURLEY is @a}sous of ha .ln loi_ and HUidEy lot included an g.the Si3 i fin.! L: and p,ge41ged4reardential comma wt i- n • ~ c7 . w[SREAS, said JACKSON'S LANNIAG INC. and DE;I R..: URLEY are 'i. d'alraLa of pladla9 certain res hall be binding upon -all - urchbF 1Epn• a yp0,n 'ssid premises which I w aAd mottgageee of inJivicual' lots, their heirs, exec46rs, administrators rs:IGns m• other successors in inte~est; and 'd NOW, THEREFORE, JACKSON'S LAN' fNG jNC.;,and: DE IS R. I~URLI-Y declare taut the aforesaid land im,~eld and shall be conveyed subject to the following co venauts:. and restrictions which p.11 _ un with the land until January 1, 1969, after which time tL ' Shull be. automatically. extended for'succeasiVe periods: .1 ft", (lL'.) years each unless an id..trumel#t7 slgned by the then'os:ncra majority of all of the lots agree to change such cotmwawt- anri re[trictfo¢n in whole Or in e;t,'shall P lave been ecorcai, - Constructran `Rtl uiremente: 7y (a) Type of building - 4 NO building shall berecbed, altered, ?~1 placed or permittedo rempin, except as Provided an paragrapbs 1 -(b), (6) add (d) other than one detached single family dwelling not to eacaea two stories in. height and a private gars for not more than two ' • curs. 133 w vxE-scxnxncx R ~I ry 1 (b) Garages. The SIiSTN lot and lot no. 16 may have a one or two. car`attached"or detached garage to service the existing. structures; all other lots, must have attached -garagea. (c) Aoe`ssorv buildings. No selport.,or other accessory building of any kinkj;:msy be, erected except, (1) a detached . ggar~ge, as provided for in;;paragraphe 1_(b), `2)I,.~an hdcassory buildiny~"~usad in conjunct>an witp'.a swimming pool, (3 'a private boat hotAde on lots I througH B inclusive and (4) as.:provided in paragraph 1 (d). (d) Lot i'no. `16 (Tower. QuPjot JE'i the present tower structure may rom in o/E:,the., n,bperty pFovided that its ° e i•iLrF is repaired to.tba extent of hfl 'ag a ngw or repaired"roof; windohe 'and ex error d¢ors' within eighteen_monta. of 1ta'purr~ha9e from,SACHSON'S LANDING:INC-. so,. tht thBi structure Will not distract estpet$.ga- from'th0 JACHSONISLANDING INC. copp/unity:, Zf'.euoh repairs are not'ccmpleted Within, the eighteen montp'pgriod the then gWger. lot l6,~agrees to demolish the toWer;Bnd remgve the debris from the property, bofr6 at his bWm expense within two months thores 4ter unless extended with the written odnsent of„JACK60N$S LANDING INC... Pt vats swimming pools may be constructed he re situatein they 1 t d t ¢4f91. q Prn3id, .7 Y'a '.r 6r ,yards, da17 and, prdvided"Turther that n''portfon 0Y.any such pbol or its 'ap~purtefiDneea=shall be closer'to the rear or,.eide 16t,lines than ten feet, and provided fwCthsr t)lat ;tlae coping of the pool shall' not ;jpr~pspt IDtlre'thaq two feet above the established ' gi'dda ~ s ~ n (,p} eY1 6 uene footeuer,xeouiremente. "41 - ~ k r '~exneptxdq-uf.the SMITH lot. snd.tbe 1 E, 16~t6itar,-no dwelling shall be permitted tagq 1b unless the grounq' floor-area of @,N gsi atructurel excu'sive of one-story,- '~e.saSF}(agsF4d garaged shall be not lees q(ipn,),7,$d0'agpare one f feet Cor the living area ier!bn,morb.,tpgn 1ts living gFe_g nbe1,~ aot be- , less s th then,1450450sq square t t PI xx /ENPINGE , . 0 M~~LEY / roan ,x r noun F~,w ~a[ ~ F~ Lrd T2ti rh 1 r', G~ f (g) 6i. dinR. c ' No asbestos 61 d' ng shall ..tie di > a construction ed in the of.. aqy dwelling Oler „ ' structure on aqy lot + i;^+ " (h) Halls and fences y There shall knot., bs plasCed k alged on any.lotX ~xc~epti„Wlt~Wryyyp~,LS, ~.,r of DCKSOApB zJyNA,R36 3¢1)~ wall or (2) .any feaoe other then g,spYiikreil'. fence not over 36" in height. (i) Approval of 'dwelli~ constructlon~ aldn I All., plans for the cons traction yJ o; residential dwelling and tho p the initial ,44t - and facing of ',the house dpoa }£hC `j~ifltiQt ba'`.w,az :tii presented to and approved,"~'z"Si r 6:',Y JACKSON'S IJ1dDICI INC. its aypp espra or ` assigns, prior,. to the stmt of Shy. construction. such approvals which e¢al ot~ boeunrSama ably - witnheld, shall be based o tht4'JadESmentoS,JACK50N'S YACIDIN IIPC. -ae to sther. th'e proposed structure will be+.pon6}at ant: with, andwill not detract fropl t$e Csbhetic character of the JACKSON'S .L~u1gASC~(35community: With reference to the lwaterf2'ant plots, lots 1 -,hrough 8, the back V4I of the - home, v:hich includes. any epcloae Iis. Ctura attached to the maih dwellil]~+sh'ta11 not at any point be..cloaer thaju {7 Ceet to the mean high-water mark. _ (,7) Docks bulkheads, a. panS for, the coAstxuot oRjp dock or bulkhead, Qr'the: dike,, d~,r w'j VL,;nsed conjvhctio'n with a dock or~ib lkha~d,. must'be approved 1n writing by J6tKSON'S BA;] DING INC-, its successbfs or a4sigas, prior to'the start of any sons traction. In no case shall fill one be used as dock, bulkhead, or pier. (k) Building modification All permitted accessory buiidings, and additions or other modifications thereto, ' and any modification of -the initial . residential building, includiftw app breezeway or 'other structure cb,!~Cting an addition to the main dwelling, Shall conform in architectures mateeial`and color to such dwelling. Any Attached addition to - - the initial . residential dvelliug shsllnot project more than five feet,heypnd:'tbe front wall of the dwelling' or'strdcture as originally. approved, ices tric}ion on divi sim~ and £ 1 t$ VIEE H.RNl NYpaEY _ No lot shall he divided and conJeyed-as two "Il .XOIx EYIXU[ - 11 [~4 M[w. } r v; ~1 Y - 3 If } tyC - - I• • L4'-~lJ34 PAtt..l'.66 or more separate parcels. Nor shall. more tbai one dwelling house be ,located on any ri '16t'except that the prJncipal. structure. and !tower on lot 16 mayeach be used as a dwelling if the local laws and reE.ulations permit::, 3. Residentialuse of lots. N, lot -shall be used except for residential .'purposes. - 4. Signs 'No siEnof any kind sba11 be displayed to the public view on any lot except one profonsional sign of not more than one square foot, one sign of not more than five square rest advertising the property for sale' or rent., or a sign not to exceed five square feet used by a-builder to 'advertise 'the property during the construction and sales period. 5. Animals. ' No animals', livestock or poultry of any kind shall be raised, bred or .kepton any lot, except that dogs, cats or otherhousehold lpetW,~may.'be kept provided that they "a not It jkept{ bred or maintainedfor any. commercial `};urpose... . 6. Trailers, tents and shacks.. 'No trailer; tent, shack or other such structure shall be located, erected,. or used on any lot emporarily or permanently. 7. Annoying activities. ,No noxious or offensive activity shall be barriedon.upon any-lot, nor shall anything be done".thereon,which may be -or: may become 'roan annoyance or nuisance to the neighborhood.. 8. Trsti.. 'G!"dgei or DbiAh stie11 not be `dumped or.. "'ya11yK051F-6' Emain oa"spy 1pt} _..if contained ;rn'n cI... d'reoeptaole it',4ay be, placed see dwelling for collection. Trash v or rubbish !shall not he burned upon the. 9,. Olot "eslineer Qlotlfeg es and,lEiugdzg,.pblae must be ! a"~•lopated+°Gie Fear yard and ab placed so ee ppt 't0 be vraibleirom the street upon. which the premises front.' I ~ abamR ` Plxq, BENAIxGEq b I ;dA:MYRIEx y, ni Giiulm[e µ[x [ - •IY[RN[R4 N oPA 4'- 1 Ygg 1 '.Y II.J t > X77 ex Y I'. t 51 0 OW 2 r n { 10. Boats and Boat T} 1lera No boat or oa fifteeno 1 t, tra3,lers7.,d,+.! r of y x ' - Yao placed a aQq, to o t~u~aeg~'~,da$ejOr~~~•~~rA ~My( hathor~zed accessor„ybui1B31 ayA , a aeatio'n y ae':no epp~}cabilY'jy',to tb 'Cdo(S 'dY goatp in' tike nattituck Graek ~t o`ya t $u~h d - incluoive.' r, 11. Road, nark and beach fa ilitiesi Ij (a) aonetiinictionc of :mad a ' Sao , n*I JACNSON'eI LANDING 1NC -shall inst~ll load improvements pursuant to the spec'jYYcatin a of the Town dY-Southold, iR yexiete eat time the road ..is;oil atruc£~d the ~f.;• ° (b) Beach area. JACKSON'S' LIBIDING 1Na shaH'e F indicated on, the a fa sub33it.1"ai&A a V~ •bedc area,for the use of the owvlere•6 `,lots and uheir guests andinvitees. (c) Road easement: use of beach andugrk All owners of lots, their ;guests Qud,invitees, are hereby granted an,easement Tor the purpose of ingress sad egress Yn cgma}QR,yJ,'~ttl;dthera at their own risk over -the P><poad`!",.k(UACKBON!e . LAtIDINO, shown on said map,,- Ali owners of lots (are hereby rgranted the, .jjgbLlto:,use - (pursuant to reasonable regulati'a ,from time to time promulgated bq::,TgCIGS`gN(S LANDING INC. or by an assOdic tibbh of property otmers succeeding to the-.rights o i' JgCKSHSON'S LANDING INC.), in ccmmoh With others, an their area own 100 0 risk, feet ettbe beach-area su also, by 160 feet she' bn cthe subdivision map as 11park i and recharge' hereinafter called "perk"'. Boats may be )launched from the beach,.. hot no boats. may be docked or moored, temporarily or. permanently, on or infront of thebeach . area, (d) 2Ekeep of road, park and b' ch area After the installations provided Por in para6raphs.(0) and (b) above- each lot owner shall be responsible for 112~m oP the ,,at of snowplowing, upkeep, repair "d mo I I,mce in good condition 'of the road!', padk and'beach~ and for 1/20s of the real estate taxes' attributable to the road, park ea %beagh area, All decisions as to the sR WploN upkeep, and maintenance 'Of'the xq ,}"park and beach area, :including 00} 1 a as Ito the extent and coat of any repair itherefbr, u. o.. m PIKE B shall be in the exclusive disoretiono WVEa , NUMLEI Y be Plv ,e. xew vo 5- -IT I t ~ Y ac 6532 race 24 J,10 S9N 5~~1~IdllWG, INC., or its successors in inL'g1'estt .apsoclr'}tion of property .:owners as .h~recs.£ter provided. (e) Payment of contributions by lot owners. While.'JfCKaQN'R.LAKiING,'INC. holds:title to the hoed, nark and bench.: it will Pay-thee taxes and expenses mentioned in paragraph Cr (d),Ahnve And, will submit^.bille to the indyvj.duaj lot'owxiers for their respective. 1/- N' ronkr`btrtions. :iuoh'bills ,,ill be pail is fall to JACKSON-.S LANDING. INC. by. the.}hen.p,chent lot o,me„ra within 10 days aftn,{•i 6i43, bills; have been. mailed. (f) liaxxmum contribution of lot ownrrr.. in no cveni, while .JACK5011 IS LANDING TNC. - holds, title:. to the read, park and beach aren4sb6l-l,anv lot owner,be required to nay ~a tum iq excess of fifty dollars (4~50. 00) 'pe annor toward'rea1.' estate' taxes. for the road,: _Rark and beach, and' nnownlowinf.:;, npkkep, repair nod maintenance of said fnctillties. -.(r) Property Owners': Association. If, aft any time after one-third ()/3) of the -lots have been. conveyed by J:CKSON'S: LANDING INC. or Denis R. Hnrl'y'.: the Coroorat on daoiges to trdnsfer title to the read, beach and nark -:'toIa property owners' assecr-ntion, and if two-thirds (2/3.) o£ the than lot mmera (exclusive of the ]ats`otmed'by :1i1CKSONOG LANDING INC. and~Denis R. tDurley)'. vote to take title. to. said facilities,: the conveyarns she}l ho nmdo.. However, JAOKSOIT'6 Lj)MDING.. INC. may 'Withdraw ita offer t{5•eamay-the facilities o. any time nrlox to-receipt ofwrifteu notjf;oation oT'tbe offer's acceptance.' " IA'a,conveyance is -made to.~a property f oyPieg6gssoclati:on'pursuent. to sub- J.- 1}viaion',:ithem ' a All posts and, axpenaes assomated. a •F' '1y't1'i;tl`3tbc road, b01 6,h"And,Dark shall:: : j F~.. ;bheraaftsr be borne ent,.rely by the 64: property owners) association; t~~~'~Iiti7WY o-t a~' d S~ f :ykw yGr~n'fpM1~+d e s4qi~rne CL at lots purchased 7 7 j,T t ^`~,Lnm"`rri.A'ON>Ca`hgN~#NG. INCi or Denis ahallsiha ryezdbers, of the +'bropebtq, owrteuy;!_ assoeiation; JACKSON'S ' LANDING INC. an{L Denis, K.Hurloy. shall , " ' 4LPtr tie ,@gmpa~rN ,b7I. the nxoperty owners' rq wow Rmv., assadiatioa~' PI{F. PRUR~NPCP 1 I a* ; L~t tl~ry Y, L 1, 5 ~ ri ffiJ t 7m'WG~^7 ,wq$ L. >H d;.:r 3t A , 4 7.v y t 4iuX532 PACE 25 _ c -each member oF,•the p party 0r i. l essociation..shaLl, xsblez pn s ner "lot =lams, f10 z vY ohm en~ybe' ` andexpeases oP=•GHe^%prone~Fty otwer_a associ anon; ' rr d .x each:mem ed' 4gS r b P I a i the use thy f ,tbf, =requla>T}pR xR , park, bench `ead YOa aciIiti_ev enacted i by th nronertyowS{e ''assod,iet;on. a two thirdp (2j,~~,},TD'Lteishall b reatire tt for.tpe ef_&c Ant;: pf.,each j rich repulationw i' r e a upon a two-thixde ,(213) Tote by the member of the prgDerty owners' s;. associ ticn, a ti-tle toi'tpe ;Bench;, road nd nark shallbe,dedcated to the Town of Southold. 3. For purposes of 1ubdiviaigns bg 2d and '.2e, - each lot owner shall hsverone'vote for -each lot ow•ne.i, whether improved or unimproved. i ~t l Conveyance `c~Iledicablln -f:&Qsd Park and Bench cae 1. Yre euk intention to con,ev to.-v~ronerty of+n rs' _assoc.iation_: J Gn 0 IeNDING INC nreoentiy intcndc to convey title to the road park ,md beach to a grppeFty Drtnevas a soGiution ebnsist}n¢I tTte 26t bwne s:. However, Ghen aria-i~f.{{ch`Bonveyenee I - sha11 be made 111,11 -ryst i the sole d1scre.tion of ddoKS01-6 LA~DINGt: INC. r I H servahicn of ri at to dncate to ~n ne-c_r of In lieu of conveying the xDad, nark nd beach area to a;prDDerty Owner,, . a aeciation, ,iicKsom4 dkNPitG r ,erves the right, an its sole.. - discretion, to dedicate the road, PIrk and bench to the. TOWntof sSoukbnld - 'without: the consent_.. df, the';uinAi of,,any Ir; lot or of the holder of :any lien thereon or ar^ into-eat therajn. Jn_ om _nt= ie lmrod aa~dieafiYOn. f IP 7 GYS;010 L4ta?ING PIO, nr the nronerty o,uners' associntion 'decide to dedicate. - therold, park and beach area, and the T( town of dovthold require, nnv 9notroe its to be 'sibned by any of the persons ' °t referred to in suboarapra¢_' P. above, - such. person or Persona111111 execnte ruch xnetrvmenba unon:.writt'en ocque.t.. If gucti execubed•~ mttupigefifg are not -PIYL REMRINpFR received 'wi ~1xR'RORLEY thln'ten'oaps aftor'the 'uvasFRxxv.. xvexv. s xuv. x.w .vex k„',,, ~ t„ •atiA~n 2'71x! ; EiBEe B~3Z PAGE„~Il„ i, written recur _t e. made,' till In' . lienholder or person with easy ovhrr ,rxnterest therein, hereb:, cut'norizC:: 1 ,GUOT-S-LANDING -INC.: or the property olnlera' associ,tion to execute the -conlred instruments it;: snecinl 11) utility ea'sement'. An easement: along the reach on. said neap end overr-tarry oipher,~area necessary„pis "hereby wex~raesl9 ae»Qrved for the -erection. and mainteiance. of poles and wires and conduits r,nd o^ al] ranee _md ncoessar,v attachments for electric nose, rmd ."I'I';lone service an: :'m the constr_neti r and ma_ntenn c -f nl 11-1 1 ho,ever, .Y t said 1 °^t. shglflns over are: d ;i n,na t.ed by momcirci o" mlblit ut,;ijfl ty auY,ho ri h9 es. Ilttder ~.ound'slectnic tolenHOne fsr,litnI,^- `r he owners o£ all ]ore, with the eacePri rn', n° rhr ,-emern -of'lots that in the sole discretion of JACKSON ,jIAIPING IIJC. r1l be rvicad fro, fh71 Sipad 1. n(cses that if ~IlkCi G I9 LAIMNG MC. shall; lmake-avIilabl:e undernround focil,tins I,- electric. anp-telepHone serniee, they and :tench o° r acil _t nch A1 r,wvv rd1 fIEC do tes 1 t them To Hayel sema Trrnand PTDIooC lNG 11X. does -le,~ ttoh wiJ Pnrovidr, it, till trust line. binnr t;l, road do kson'^ 1,1 n c lot owner, with the excltrlon of 'I n,,I, lo!': excladrd above, l2'1- tie into that line when - nlectale .nd. TeJrohonn servi 1-1 r=ou4 rrq, It tii n oyn' exvens.e. ]1'. Invah$$atnrgt'ef -nn9 one of-thee' covensn n by - sedMeptpr,c~ouvbarder ehaj.l in'i1n wl5e effect any 6' the other nrovis5ons w^rch nhnll r ^:nsn ±n full force and effort. 1.1.'. Den144R Hurleg herebv assavns all at his riphts - and ti2•iggtYans created by ihis,instrument, inI--I np3119'rirht to enforce its provisions, to JJ, KS0916 LM7llING TRC. - Wo"em~ t&hall.tn bq prcneedines at law or in sou T.b 1st Sy 71,agbws idNDINO.-INC., its 4 specegisors stpd'assif•nn, or 'by the owner of nn,c lot aQriinst.xnv reason or persons violatlnr or atte tin ,td violate any covenant or restriction, A. -th ito"1 6Yraviolntioii'or to recover damarme or,boh - 14.. Fa31' e by SACKSONIS L1d1DING INC., its successore and, aagna'Cor of an owner to enforce Inv of the Pxo. aona,`. reins ahell in no event be deemed -e wa3V'of the righttc do so thereafter; 15. A1I~ thai£oregdinP: restbishin as nre intended uR Oma. to cover onl:r the, slobs shown on the map of 'PIKE. REnRIRLfR [w MRREEY - uo bslvlMlll l.vcnu[ ,1 :J},. - P~ 8 4 l 1 ilk. lrl k#TI 31, c'~ liw kF32 PAGE 27'. kl tyt<IA~S~tTo~~ J- JACKSON'S.S,ANDING 'and the SM7T$,,,,~'104~end:BORLBY lot, afld are nat,ezteaded'tp°,ranylo$her: prbparty now or to be awned by SA9 %Sp~1 S ~IIfJG;.ING. `or by DENIS R: $08LEY by'implicati otherwise. lb. JACIf60N 'S I.ANINC .INbpy e g -%'tho p O are right to alter, modify{-.' iroi tR rii}"nul any oT-these: ~oveaeatai who Ib3in;part ' without the c nseht of.etly ~pexeon.; 'JAG1fS ~S LAND N INC. B~: ~l)J o r. ur eyl uSe" re aL9,. Treaeurer fl - e s . Hurley' in: vidually ' F iRE XEXRINGER No XGRWY no[x .rxuc a dP F .1 ~w l y _ MILL~11 NOTE ADJACENT PROPERTIES WIT LJ WITHIN 150'-0" OF SUBJECT ~ PROPERTY, UNLESS 5 3-27-10 Revised for SCDHS and SPECIFICALLY BELOW. ARE SERVICED B°V DEC compliance. PUBLIC WATER SUPPLY 4 12-28-09 Revised per DEC. ADJACENT PROPERTY. 3 12-7-09 Revised per client. J SINGLE FAMILY WOOD FRAME 2 11-12-09 Issued for permit. 1 2 3 RESIDENCE WITH PRIVATE 4 ' WELL WATER SERVICE AND 1 Date 9 Issued for permit. S SEPTIC TANK/LEACHING POOL No. Date Dascription w ' SEPTIC SYSTEM p IV 00 /]IssuelRevision Issue Note V M N a w l / I / CADFie, Koeni J Y co 1452prr E 9 ? CO cno File Name KOENIG SEPTIC 6 REVISED. 0 CID EKOENIG U N1, o 11 Dawn By 103•- • i 12 checked By E KOENIG 13 I 1~-EDGE OF TIDAL WETLANO. EROSION 1 Seal -Edwartl nig- Registered Architect h ^ I FLAGGED BY EN-CONSULTANTS, LINE • STAKED HAY Rd I _ • INC. ON APRIL 3RD. 2001 BALES AND SILT •.f/ • h Pl ~1 98.-0. FENCING ED88 WELL IY fah 's t? 4. u, I IST OF GROUND 0 D _ I v 7 r A h~- J L~-~-l ~1 ISTIIReANCE - I I '••'6• c CL~ 61 ~ r 2 z I 1 PROPbSED J1 I W SINGLE FAMILY WOOD FRAME * J P Ay V I• FIRST FLOOR " PROPdi GRAVEL-yi I r +-1 RESIDENCE WITH PUBLIC Z TIE LINE ALONG I II DECK 1 DRIVEWAY 1 O `Y4 APPARENT HIGH I 1 i - 1 ' WATER AND PRIVATE SEPTIC TANKILEACHING POOL SEPTIC WATER MARK - of cn 1 P STO 00 R I tnk.,- SECONDD' L 0 EE -13. ~LE O O -02 O] CJ PROPOSED' I C ~ L _ PR PORO O I J o FLOOR i,0•- FI TF OR 1]' STJ=VS-P,ERMIPTEO~ ^ I L Q I it DECK _ Cb FL R5 .28 SETBACK de ~ / O SYSTEM ENq RO/ICHERNT J Z 00 If ri Id I w,,E 1 I Q RS§R~ICE J O ~;IJ r, CARMELHILL Ro 22-8 1 ¢ = ARCHITECTS ~ ~ ' ~ I S ,Lei ~ \ 4d'-]• 3w I~~ tii W 1 Is.TI ti If U ~J ~ ~ ~ 1 I~•~ 101'4' - I ~ ~ ~~13I 7 2 s 4 ~1 0' rp WWW.CARM 5 S 4-47-30" VV 205.36 ELEV. 98'(GRADE) / ] 0 / b I n 1 el BROWN LOAMY SAND I+ w I SEPTIC TANK SPECIFICATIONS L2 w I Architecture Firm ISM) EXCAVATION INSPEC710N REWURFi/ ¢ ix 11,000 GA.LON MINIMUM SEPTIC TANK w ELEV.] 8'(20' DEEP) FOR SANITARY SYSTEM D li CAPACHY ' ADJACENT PROPERTY. CARMELHILL ARCHITECTS BY H€ALTH DEPARTMENT O 27 SO F F MINIMUM LIQUID SURFACE SINGLE FAMILY WOOD FRAME EDWARD KOENIG - R.A. I AREA / RESIDENCE WITH PRIVATE 16 William Avenue NORTH WATER AND PRIVATE SEPTIC East ISIID POOL SEPTIC . NY 11730-2305 PALE BROWN FINE TO -LEACHiw POOLS SPEGIFCATIONS: / << TANIQLE~CHING TER AND PRIVATE MEDIUM SAND ADJACENT PROPERTY: 4 POOL'' EACH CONTAINING (1) SYSTEM 631-277-3337 (SP) ADJACEFAMILY NT PRO WOOD FRAME DIAMETEIR X 3'-0"HIGH CESSPOOL EMAIL: EKOENIG(r~CARMELHILL.COM RINGS A'ID(1)8'-0"DIP. XT-0" I WEB PAGE :w .CARMELHILL.com RESIDENCE WITH PUBLIC DISTRIB,TION RING FOR TOTAL OF WATER AND PRIVATE SEPTIC ELEV. 1.5' (8.3' DEEP) SIDE" VERTICAL FEET AND 300 SQFT. '\-W TANKILEACHING POOL SEPTIC SIDEWALL AREA WATER FOUND SYSTEM Project Title WATER IN PALE BROWN TO MEDIUM SAND Koenig Residence ISE) _ SEE ATTAf~FtLD PECIAL CONDITION 610 JACKSONS LANDING NIS ELEV.-52'(15'0"DEEP) SL r, KC-)b e J;;>ra„~.:tit?2v'TOF HEALTHSEKVIC`. GRADI ISLANjAND/OR PLOT P AN MATTITUCK, NY 11952-2055 TEST HOLE DATE PETti4tr FOR APTI."rAL OF ,O TS2UC TU"ON FOR D 1 631-864-7418 i TEST HOLE DATA OBTAINED FROM .~1..`f(y * •F-7•i js'4I RZSM NCE ONLY MCDONALD GEOSCIENCE i WELL FEBRUARY 2,2001 DATE I0 S A13-Oa-00~3 Sheet Title ABANDONED WE"~ PLOT PLAN ¢ PLOT PLAN - DISTRICT 1000, SEC IONP11Y3 BOCK Oia?LOra FM MAXIMUM M HhOliS i SCALE:1"=30'-0- PLOT PLAN INFORMATION OBTAINED FROM S RVEY BEXPUtES T$REE YEARS FROM DATE OF APPROVAL NATHAN TAFT CORWIN LAND SURVEYORS 1583 MAIN STREET Drawing No. JAMESPORT. NY 11947 631-727-2090 -4 of 8 KOENIG. RESIDENCE 5 3-27-10 Revised for CDHS and DEC compliance. 4 12-28-09 Revised per DEC. 610 JACKSONS LANDING MATTITUCK NY 11952-2055 631-864-7418 3 12-7-09 Revised per client. 2 11-12-09 Issued for permit. 1 8-27- Issue for ! BUILDING DEPARTMENT NOTES No Date 09 Description permit. 2007 ISTRICTIDO OTISEAL C C OON 1O13NBLOCKO4 LOT8 E Project ID on Issue Note 3 r dbl. L n D 1, , , Koenig CAD File Name KOENIG SEPTIC 6 REVISED. r ZONED RESIDENTIAL R-40 SINGLE FAMILY RESIDENCE Drawn ey E KOENIG RESIDENTIAL LOW DENSITY AA Checked By E KOE IG CLASSIFICATION -Edward Koenig - Regteretl Architect n R Seal 3 PERMANENT RESIDENTIAL OCCUPANCY TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION 24,220.78 SF PROPERTY AREA Q~-rte.- - 4.223.60 SF TIDAL WETLANDS Q•, > a 19,998.59 SF REMAINING BUILDABLE PROPERTY AREA g 2,528.43 SF BUILDING FOOT PRINT (INCLUDING R/O PORCH) . 12.64% LOT COVERAGE OF NON-WETLANDS AREA n'f 00258 sA rep - _ a xn 4 NORM 4141 TMER Tim CARMELHILL ARCHITECTS Now* !"i NEWS man Zia far oil Y. f 1~ II tk www.CARMELHILL.com ..a xo fir: rg x-W* gkr 6'.I Architecture Firm CARMELHILL ARCHITECTS EDWARD KOENIG - R.A. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 EMAIL EKOENIG@CARMELHILLCOM WEB PAGE: vrvv.CARMELHILL.com Project Title Koenig Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 SheetTltle TITLE SHEET Drawing No. T-1 e, a SEWER LINE REQUIREMENTS BACKFILL AND GRADING-THE COMPLETED SYSTEM SHALL BE SITE PLAN NOTES BACKFILLED AND COVERED WITH SUITABLE SOIL FOLLOWING ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH SERVICES. THE DISTRICT 1000, SECTION 113, BLOCK 4, LOT 8 5 3-27-10 Revised for SCDHS and DIAMETER. PROPERTY SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE DEC compliance . INTO THE SYSTEM. A, MAXIMUM OF FIVE PERCENT SLOPE SHALL BE LOT BOUNDARIES: 126.96' WIDE 4 12-28-09 Revised per DEC. THERE SHALL BE A LENGTH OF CAST IRON SEWER LINE EXTENDING MAINTAINED FOR A MINIMUM OF 20 FEET HORIZONTALLY FROM THE LOT AREA: 24,220.78 S.F. 3 12-7-09 Revised per client. THROUGH THE FOUNDATION TO A POINT A MINIMUM OF TWO FEET NEAREST EDGE OF OF THE LEACHING POOL(S) BEFORE TAPERING OFF FIRST FLOOR: 1890.00 S.F. 2 11-12-09 Issued for permit. BEYOND THE FOUNDATION WALL. TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR SECOND FLOOR: 1605.00 S.F. 3 1 8-27-09 Issued for permit. EDGE OF THE SLOPE. STEEP GRADES FURTHER THAN 20 FEET FROM TOTAL LIVING AREA 3495.00 S.F. No. Date Description THE SEWER LINE FROM THE BUILDING CAST IRON PIPE TO THE THE LEACHING POOLS SHALL BE STABILIZED PURSUANT TO LOCAL SEPTIC TANK AND TO THE LEACHING POOL(S) SHALL MEET OR CODES. R-40 RESIDENTIAL LOW DENSITY A FAMILY RESIDENTIAL Ira°ofRa"si°n Issue Note EXCEED COMMERCIAL STANDARDS CLASS 2400 SEWER PIPE, OR R-3 PERMANENT RESIDENTIAL OCCUPANCY CLASSIFICATION Proiect 10 Koenig ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A MINIMUM SDR SEPERATION OF WATER AND SEWER LINES CAD He Name KOENIG SEPTIC 6 REVISED. 35 RATING. IN THE TOWN OF HUNTINGTON, CAST IRON PIPE IS TYPE 5 WOOD FRAME CONSTRUCTION Drawn By E KOENIG REQUIRED BETWEEN THE BUILDING FOUNDATION AND SEPTIC TANK PARALLEL INSTALLATION-WATER LINES SHALL BE LAID A MINIMUM OF checked By E KOENIG INLET. TEN FEET HORIZONTALLY FROM AN Y SEWER LINE. SUBDIVISION NAME: MAP OF PROPERTY OF JACKSONS LANDING, LOT 6, FILE NO. 5280, FILED MARCH 28, 1969 sear Edward Knemg- Registered Aohded SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF THE CAST IRON JOINT. TEN FEET, A WATER LINE MAY BE LAID CLOSER TO A SEWER LINE WASTE WATER LEACHING SYSTEM DESIGN FOR: PROVIDED THAT THE BOTTOM OF THE WATER LINE IS AT LEAST 18 4 BEDROOM RESIDENCE AND SOIL CONDITIONS WHERE THE THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S) INCHES ABOVE THE TOP OF THE SEWER LINE. WHEN THIS VERTICAL GROUNDWATER IS OVER 8 FEET. a, SHALL HAVE A MINIMUM PITCH OF 1/8" PER V-0". SEPARATION CANNOT BE OBTAINED, THE SEWER LINE SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO SEPTIC TANK SPECIFICATIONS: SEWER LINE TRENCH(ES) SHALL BE FIRMLY TAMPED. ALL BACKFILL WATER MAIN STANDARDS OF CONSTRUCTION AND SHALL BE 1,000 GALLON MINIMUM SEPTIC TANK CAPACITY SHALL BE FIRMLY TAMPED BY HAND ABOUT THE PIPE. THE PIPE(S) PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO 27 SQ.FT. MINIMUM LIQUID SURFACE AREA SHALL BE SECURELY CEMENTED AT THE POINT OF ENTRY INTO THE BACKFILLING. 0 SEPTIC TANK AND LEACHING POOL(S). LEACHING POOLS SPECIFCATIONS: CROSSINGS-THE CROSSING OF WATER AND SEWER LINES SHOULD BE 4 POOLS EACH CONTAINING (1) 8'-0" DIAMETER X 3'4" HIGH THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. IN SUCH CASES: CESSPOOL RINGS AND (1) 8'-0" DIA. X T-0" DISTRIBUTION RING FOR TANK. IF BENDS ARE UNAVOIDABLE, THEN FOR BENDS WITHIN THE TOTAL OF 12'-0" VERTICAL FEET AND 300 SQ.FT. SIDEWALL AREA. FIRST TEN FEET FROM THE HOUSE FOUNDATION, THE SEWER LINE SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SHALL BE CONSTRUCTED OF CAST IRON FROM THE HOUSE SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE CARMELHILL FOUNDATION UP TO AND INCLUDING THE BEND. LONG SWEEP WATER LINE AND THE TOP OF THE SEWER LINE. ARCHITECTS ELBOWS SHALL BE USED AND BENDS SHALL NOT EXCEED 45 DEGREES AS MEASURED ALONG THE AXIS OF THE STARTING PIPE. SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT FOR BENDS FURTHER THAN TEN FEET FROM THE HOUSE OF CROSSING. FOUNDATION AN APPROVED MANHOLE OR CLEAN-OUT SHALL BE INSTALLED. FOR PROJECTS WITH A LARGE NUMBER OF BENDS WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE CONSULT THE DEPARTMENT OF HEALTH SERVICES PRIOR TO ABOVE THE SEWER LINE, THE FOLLOWING ADDITIONAL CONDITIONS ffil INSTALLATION. APPLY: www.CARMELHILL.com ALL SEWER LINES SHALL BE STRAIGHT. WHEN SECTIONS OF PIPES A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED ARE USED, THEY SHALL BE OF THE SAME MATERIAL AND CONNECTED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE TOP OF THE WITH COUPLINGS OF THE SAME MATERIAL. THE COUPLINGS SHALL WATER LINE. ArchiledureFirm BE SECURELY INSTALLED AND WATERTIGHT. DIRECTIONAL CHANGES CARMELHILL ARCHITECTS THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED IF WATER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT DEPT. OF HEALTH APPROVAL STAMP EDWARD KOENIG - R.A. ABOLUTELY NECESSARY. OF CROSSING. 16 William Avenue East Islip, NY 11730-2305 WHEN USING MORE THAN ONE TYPICAL LEACHING POOL, ALL SEWER SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS 631-277-3337 EMAIL: EKOENIG@CARMELHILLCOM LINES FROM THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF WEB PAGE: www.CARMELHILL.com THE DISTRIBUTUION BOX AT THE SAME ELEVATION. CONSTRUCTION FOR THE ENTIRE LENGTH OF THE SEWER LINE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR FINAL GRADING AND BACKFILLING NOTES TO BACKFILLING. K PoTtlk Koenig Residence FINAL INSPECTION-AT THE TIME OF COMPLETION, THE SYSTEM SHALL 610 JACKSONS LANDING BE LEFT VISIBLE FOR INSPECTION. PRIOR TO INSPECTION, THE MATTITUCK, NY 11952-2055 BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE FIRM BEDDING. 631-864-7418 THE PROPERTY LINES SHALL BE "STAKED" IN ORDER TO ASCERTAIN THAT THE SYSTEM IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SheetTitle STANDARDS AS DESCRIBED WITHIN THESE SEPTIC SYSTEM NOTES. TITLE SHEET Drawing No. S-1 of s 5 5 3-27-10 Revised for SCDHS and PROXIMATE GRADE BACKFILLE _D OVER SEPTIC DEC compliance. PRECAST REINFORCED CONCRETE COVER SHALL 4 12-28-09 Revised per DEC. 1'-8" - 10'6 TEM CONSISTING OF TOPSOIL AND GRASS BE 6" TO 12" BELOW GRADE " 3 12-7-09 Revised per client. 2 11-12-09 Issued for permit. aa~ INLET 4" MIN. DIA. APPROVED PIPE - - 1 8-27-09 Issued for permit. 9'4" T OF SLAB COVER TO BE 10" TO 14" BELOW GRADE PITCHED 1/8" PER V-0" FROM SEPTIC TANK - - - - - No Date Description AND SHALL ENTER MIDDLE RING AS HIGH 3'-0" MI Issue/Revision Issue Note AS POSSIBLE (TYPICAL) _ COLLAR Project 10 Koenig LEACHING POOLS ARE TO BE 8'-0" X 3'-0" PRECAST 0 0 _ CAD File Name KOENIG SEPTIC 6 RE ISED, REINFORCED CONCRETE LEACHING RINGS WITH 64" BO OM OF POOL SHALL BE S-0" MIN. ABOVE HIGH_ Drawn By E KOENIG SOLID SLABS COVER. MAXIMUM LEACHING RATE TER LINE CheckeaBy E KOENIG 8'-0" MIN. OUTSIDE o z _ OF 1.5 GALLONS OF SEWAGE PER DAY PER DIAMETER N SQUARE FOOT OF SIDEWALL AREA - s arEdyae'Itaeniy-RegieWhialArchitect VIRGI OIL r ` BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL MIN. 1'5" -ELL V. OF WATER FOUND IN TEST HOLE „ CROSSOVER PIPES TO THE OUTSIDE RINGS 8" ABOVE BOTTOM OF RING ~ NOT '16" MINIMUM PENETRATION INTO A VIRGIN Ord '02, ATA OF SAND AND GRAVEL 01 N e`Ny~ -TYPICAL LEACHING POOL SECTION - 3'-0' DEEP RINGS SCALE: NOT TO SCALE r LEACHING POOL NOTES CARMELHILL ARCHITECTS ALL MATERIALS SHALL BE IDENTIFIED AS TO MANUFACTURER AND HAVE THE IDENTIFICATION VISIBLE AT THE TIME OF INSPECTION. ^ FOR AREAS OF SAND AND GRAVEL, THE DESIGN OF THE LEACHING POOL SHALL BE BASED UPON A MAXIMUM LEACHING RATE OF 1.5 GALLONS OF SEWAGE PER DAY PER SQUARE FOOT OF SIDEWALL AREA, r_._yC i LEECHING POOLS SHALL BE PIPED DIRECTLY FROM THE SEPTIC TANK OR A DISTRIBUTION BOX. vnww.CARMELHILL.com LEECHING POOLS ARE TO BE CONSTRUCTED OF PRECAST CONCRETE (OR EQUAL) LEECHING STRUCTURES, SOLID DOMES, AND/OR SLABS. Architecture Firm WHEN UTILIZING MORE THAN ONE LEECHING POOL ALL POOLS SHALL BE SAME SIZE. CARMELHILL ARCHITECTS a 610 Jackson Lnd , EDWARD KOENIG - R.A. LEACHING POOL COVERS SHALL BE AT LEAST ONE FOOT BELOW GRADE, BUT NOT MORE THAN 2'-0". FOR 9 it 16 William Avenue DEEPER SYSTEM, "DUMMY" RINGS SHALL BE USED TO BRING THE TOP OF THE SLAB OR DOME TO WITHIN Mattituckr NY 11952-2055 East Islip, NY 11730-2305 4'-0" OF FINAL GRADE. 631-277-3337 EMAIL EKOENIG@CARMELHILLCOM WEB PAGE. www.CARMELHILLcom MAXIMUM DEPTH OF LEACHING POOL NOT TO EXCEED 26-0" BELOW GRADE. >'.'aitdu« LEACHING POOL "CHIMNEYS" SHALL BE OF A PRECAST CONCRETE, SECURELY AFIXED, AND MAY NOT Av'aI n Protect Tire, EXCEED 2'-0" IN HEIGHT, OR 4'-0" IF ALOCKING CAST IRON COVER IS INSTALLED AT GRADE. Matti tuck New 3 Koenig Residence THE EFFECTIVE LEACHING AREA OF A LEACHING POOL (BELOW INLET PIPE) SHALL BE INSTALLED ENTIRELY titi,(Sdti'' 610 JACKSONS LANDING IN SAND AND GRAVEL, ACCEPTABLE TO THE HEALTH DEPARTMENT. r--1, Ad MATTITUCK, NY 11952-2055 631-864-7418 THE BOTTOM AND SIDEWALL AREA OF THE LEACHING POOLS SHALL BE FREE OF DEBRIS BEFORE BACKFILLING. sheet Title r 25 Leaching Pools LOCATION MAP Drawing No SCALE: NOT TO SCALE S-2 of a SEPTIC TANK NOTES 20" DIA. WATERTIGHT, INSECT PROOF, SEWAGE RATED, LOCKING CAST-IRON COVER OVER PRECAST ALL MATERIALS SHALL BE IDENTIFIED AS TO 5 3-27-10 Revised for SCDHS and REINFORCED CONCRETE COVER AT FINAL GRADE MANUFACTURER AND HAVE THE IDENTIFICATION VISIBLE DEC compliance. AT THE TIME OF INSPECTION. 4 12-28-09 Revised per DEC. CHIMNEY 3 12-7-09 Revised per client. 6" MIN. THICK PRECAST REINFORCED TE 6" DIA ALL MATERIALS, PRODUCTS, AND INSTALLATION 2 11-12-09 Issued for permit. CONCRETE SEPTIC TANK COVER LOCA. DROP'T UNDER ACCESS OPENING 1 8-27-09 Issued for permit. 20" 2p" AINTENANCE PROCEDURES USED IN CONJUNCTION WITH THE No. Date Description ° INSTALLATION OF THE SEPTIC SYSTEM SHALL BE IN io MIN. IN. 121" A OX. GRADE - - _ COMPLIANCE WITH THE NATIONAL SANITATION Issue/Revision Issue Note - - - - FOUNDATION, THE AMERICAN SOCIETY OF TESTING AND Pmiea n Koeni 4_1i 7i, - 11'3" TOP OF SEPTIC TANK - - BELOWGRADE MATERIALS, AND/OR THE AMERICAN WATER WORKS cno rile Name KOENIG SEPTIC 6 RE ISED. 4" MIN. DIAMETER APPROVED INLET - ~J - ASSOCIATION REQUIREMENTS AND SPECIFICATIONS. orewo By PIPE PITCHED 1/4" PER FT. MIN. (TYP.) EKOENIG uoulOLwE 4" MI .DIA. APPROVED PIPE PITCHED 1/8" MIN. cneckeoey E KOENIG 6" CLEARANCE BETWEEN PIPE INVERT , OUT ET PE OCT. OUTLET INVERT TO BE 6" MIN. ALL CONCRETE MATERIAL USED ON SEPTIC SYSTEM AND TOP OF SEWAGE WATERLINE B W INLET INVERT. ONLY ONE OUTLET PIPE CONSTRUCTION SHALL HAVE A MINIMUM COMPRESSIVE seal - BewaKoeng - RegiaeeC Architect `O IS A LOWED. OUTLET PIPE EXTENDS TO STRENGTH OF 3,000 PSI AT 28 DAYS SET. v FLOW BAFFLE DIS IBUTION BOX FOR LEACHING POOLS FOR WATERTIGHT TANKS ALL JOINTS SHALL BE SEALED 6'3" BO OM OF SEPTIC TANK TO BE T-O" ABOVE - SO THAT THE TANK IS WATERTIGHT AND CERTIFIED AS Q~- TO WATERTIGHTNESS AFTER INSTALLATION. 1000 GALLON CAPACITY AND 27 SQ.FT. HI WATER LINE , MINIMUM LIQUID SURFACE AREA FOR ALL SEPTIC TANKS, LEACHING POOLS, AND OTHER FOUR BEDROOM RESIDENCE o Z ASSOCIATED PARTS TO BE INSTALLED ACCORDING TO 5 MANUFACTURERS RECOMMENDATION AND ACCORDING T~ 4F TO LOCAL CODES. ~49 n C 1'6' ELEV. OF WATER FOUND IN TEST HOLE SEPTIC TANK TO BE INSTALLED LEVEL IN ALL DIRECTIONS j WITH NO VARIANCE IN ANY DIRECTION OF GREATER THAN TYPICAL 1000 GALLON SEPTIC TANK SECTION 1/4". INSTALLATION TO BE ON A MINIMUM THREE INCH THICK BED OF PROPERLY LEVELED AND COMPACTED CARMELHILL SCALE: NOT TO SCALE SAND (FREE FROM ROCKS) OR PEA GRAVEL. ARCHITECTS SEPTIC TANK OUTLET SHALL BE LOCATED AT MAXIMUM POSSIBLE FLOW PATH FROM THE INLET. ffiii TOP OF SEPTIC TANK SHALL NOT BE LOCATED MORE THAN 4'-0" OR LESS THAN V-0" BELOW FINAL GRADE. FOR DOMED SEPTIC TANKS THE TOP OF THE DOME SHALL BE LOCATED GREATER THAN 2'-0" OR LESS THAN V-0" vvvvvvcARMELHILL.ccm BELOW FINAL GRADE. ALL SEPTIC TANK WALLS, BOTTOM, AND TOP SHALL Architecture Firm CONTAIN REINFORCING TO RESIST AN APPLIED FORCE CARMELHILL ARCHITECTS OF 300 PSF. EDWARD KOENIG - R.A. SEPTIC TANK TO BE IN CONFORMANCE WITH THE 16 William Avenue East Islip, NY 11730-2305 STANDARDS AS SET FORTH IN 10 NYCRR, APPENDIX 75-A. 631-277-3337 EMAIL: EKOENIG@CARMELHILLCOM WEB PAGE: v .CARMELHILLcom DEPT. OF HEALTH APPROVAL STAMP Project Title Koenig Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 t Title [Septic Tank ing No. S-3 of 6 5 3-27-10 Revised for SCDHS and DEC compliance. 4 12-28-09 Revised per DEC. 3 12-7-09 Revised per client. I0 1 2 11-12-09 Issued for permit. 1 8-27-09 Issued for permit. No Date Description 1 1 Issue/Revision Issue Note Pr.,.dID Koeni CAD File Name KOENIG SEPTIC 6 RE ISED. -1\ I I Drawnsv EKOENIG f i cneckedBy EKOENIG I r--~ ---------------------------------------1 I I I Seal - Edward KOeni - - retl Archited I I I I 4C?hP~ rte" ~ I I I ~ O r,~ I I ~ I I I PROPOSED ~ I SP CELLAR I i I I I I I ; I I I , I m l l I I I I CARMELHILL I I I I j ARCHITECTS I I T I I I r----------------, I ^ I I I I I I I I F I I I I [ I I I I www.CARMELHILL.com I I ~~-I I I I I I F=-I I PROPOSED I I - U N EXCAVATED An hnectme Firm I I I I CARMELHILL ARCHITECTS L I EDWARD KOENIG - R.A. -1 r-------------------J I I I I 16 William Avenue f I I East Islip, NV 11730-2305 L-------------J i I I I 631-277-3337 I EMAIL EKOENIG@CARMELHILLCOM I I WEB PAGE: ~v.CARMELHILL.com I I I L - - - - - - - - - - - - _ r Proled Title Koenig Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 ,,,,631-864-7418 Sheet Title Cellar Plan CELLAR PLAN CELLAR ELEVATION 8.0- SCALE : 1/8" = 1'-0" Drawing No. Sa-5 ?1°= 5 3-27-10 Revised for SCDHS and 6. _ DEC compliance. 4 12-28-09 Revised per DEC. 3 12-7-09 Revised per client. 2 11-12-09 Issued for permit. PROPOSED 1 8-27-09 Issued for permit. R ECK No. Date Description e a m Issue/Revision Issue Note 15" 6,-6. 6' • Project 10 Koenig CAD File Name KOENIG SEPTIC 6 REVISED. ° Drawn By E KOENIG m F- cheated By EKOENIG 31 J' i6'-1R PRO Seal - Edward Koenig- Reglslered Architect r - "R SED E PROPOSED GUEST C?C ` PROPO D n GR T R OM BEDROOM# 4 g. 02 re,~'~; 0 PROPOSED EN CU a PROPOSED q CARMELHILL ARCHITECTS R o w I PR OSED B PROPOSED P _ www.CARMELHILL.eom ONING RO GARAGE - Architecture Firm '6'A' • le, CARMELHILL ARCHITECTS - - - EDWARD KOENIG - R.A. n 16 William Avenue re I I East Islip, NV 11730-2305 631-277-3337 EMAIL EKOENIG@CARMELHILLCOM v I WEB PAGE: www.CARMELHILLcom I o°o L7 Q, n I'I I'I Project Title + Koenig Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 7.5 631-864-7418 57'.3- Sheet Title FIRST FLOOR CONSTRUCTION PLAN FIRST FLOOR EL. 17.0' First Floor Plan SCALE: 1/8" = 1'-0" Drawing No. S-6 of 8 5 3-27-10 Revised for SCDHS and DEC compliance. 4 12-28-09 Revised per DEC. 3 12-7-09 Revised per client. 2 11-12-09 Issued for permit. 1 8-27-09 Issued for permit. No. Date Description s'-' IssuelRevision Issue Note Project ID Koenig CAD File Name KOENIG SEPTIC 6 RE ISED. 2P-]" "S z'-r' Drawn Ry E KOENIG ch..keaey E KOENIG +°o•• •••ooo.... a° < seal - ENVard Koenig - Registered Architect 0 N i 16 ° r tsc' --m' e Nx .-A •,d.~5 F f n ROPOSED - - t!'4,r4b 02 terry . o~ EDROOM#3 \14V J ° / OPEN TO aE~w PROPOSED MASTER CARMELHILL C E D ROO-M#-- ARCHITECTS PROPOSED v BATH m ININ - www.CARMELHILL.corn e o e i PROPOSED Architecture Finn w 4 BEDROOM#4 PROPOSED ATH CARMELHILL ARCHITECTS ovsv:o I EDWARD KOENIG - R.A. f-Y r-x 5._P I6,r•9El?;SS 16 William Avenue r East Islip, NV 71730-2305 - 631-277-3337 ro~oinc EMAIL: EKOENIG@CARMELHILLCOM COO TE r r r r - MDSH R _ WEB PAGE: www.CARMELHILLcom v I µO SCa DRESSER i7 i 6PP.,eSt Title Koenig Residence 610 JACKSONS LANDING = p= _ MATTITUCK, NY 11952-2055 + - + + - = 631-864-7418 Sheet Till. Second Floor Plan SECOND FLOOR CONSTRUCTION PLAN SECOND FLOOR EL. 28.0' SCALE: 1/8" = 1'-0" Drawing No. C 7 V-I of 8 el?+36s.O-s BUILDING PERMIT EXAMINER CHECKLIST }Date Submitted: b - A Date Reviewed: Applicant: Owner: e VLtl~ t Architect/Engineer: ~c U a ~~tG Dpi' Estimated Cost: SCTM# 1000- 113 - o Subdivision: Zone: Conforming? ~c Property Address:. - City: Au 6r~ Pre COs? we Building Permits (Open/Expired): BP Non/t -Z / clo z- Info: BP -Z / C/o Z- Info: BP -Z / C/0 Z- Info: BP -Z / C/o Z- Info: BP -Z / C/0 Z- Info: _ Single & Separate Search Required Y rN Determination: ® STORMW4.M&,- RQt44,F F, 07'~ REQ. Lot Size, ' L~o 000 ACT. Lot Size: OLtf, ~aO;L, `5 - REQ. Lot Cov.V 91o ACT. Lot Cov. 10f70 REQ. Front ACT. Front ItE Side ACT. Side S REQ. Rear PROP. R a~ , j REQ. Height. ACT. Height 11q REst, s*TH stDfs a-s ACT (~R~Q o/r) Pr'ojec Des ript on 1 t{ 3 Ya ~-c~ Waterfront or ? rj Fps If yes, water b anel#~ Flood one: Bulkheaq/B off Dist ce: ADDITION AL PPROVALS REOUII D QLgNS(4~ SIGNED, SFRLEb / SURVF-Y DR SITE PLAN Suffolk County Healthl/ r N - If yes, *Bed#: 4 *Date: ~/A//O *Permit#: K10--0?-0053Town Septi l-/ N If no, /ceertification required: Y or N Received: Y or N By: l/ NYS DEC: PRE-DEC 9/1/7 Y r N - Date: / / ti b //0 Permit 03 a00 Southold Trustees6l N - Date: I/ ( I Permit Southold ZBA: Y oa- Date: Permit - Notes: Southold Planning: Y o6- Date: Permit - Notes: Town Landmark C of A: Y od]~DTE: *NYS CODE Crompliance (page 2)Y r N GoNTRhcTgR I ICENSE A15RBtLiTY OAB1LITy O~WQIQi~MENS CoMPE/VS gTl Notes: Fee Structure: 4 Calculation: Foundation: 002 SF 0-31 X $ , ~-o°$ 9 s~ 60 First Floor: 2„3.5 _SF + Initial Fee: $ O O , 00 Second Floor: a I vZ v1_SF + Additional Fee ( : $ Other: SF SF X $ , Total: -3 SF + Initial Fee: $ 67 C of O FEE + Additional Fee ~J: $ ~5~r 0l1 AS BUILT FEE -0 TOTAL:$ ag /5"60 REScheck Software Version 4.4.1 NO Compliance Certificate Project Title: Koenig Proposed Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 610 JACKSONS LANDING Eric Koenig Edward Koenig - R.A. MATTITUCK, NY 11952-2055 610 JACKSONS LANDING Carmelhill Architects MATTITUCK, NY 11952-2055 16 William Avenue 631-864-7418 East Islip, NY 11730-2305 631-277-3337 EKoenig@CARMELH ILL.com Compliance: Passes using LIA trade-off Compliance: 3.6% Better Than Code Maximum UA: 746 Your UA: 719 Tha % Better or worse Than Code index reflects how close to compliance Ne house is based on code "cleoff rules. It DOES NOT proves an estimate of energy use or cost relative b a minimum-code home. Gross Cavity Cont. Glazing UA Assembly or R-Value R-Value or boo Perimeter U-Factor Floor 1: All-Wood Joist7Truss:Over Unconditioned Space 1890 21.0 0.0 83 Wall 1: Wood Frame, 16" o.c. 2940 13.0 0.0 208 Window 1: Wood Frame:Double Pane with Low-E 14 0.300 4 Window 2: Wood Frame:Double Pane with Low-E 14 0.300 4 Window 3: Wood Frame:Double Pane with Low-E 19 0.300 6 Window 4: Wood Frame:Double Pane with Low-E 19 0.300 6 Window 5: Wood Fmme:Double Pane with Low-E 19 0300 6 Window 6: Wood Fmme:Double Pane with Low-E 19 0.300 6 Window 7: Wood Frame:Double Pane with Low-E 15 0.300 5 Window 8: Wood Frame:Double Pane with Low-E 15 0.300 5 Window 9: Wood Fmme:Double Pane with Low-E 9 0.300 3 Window 10: Wood Frame:Double Pane with Low-E 19 0.280 5 Window 11: Wood Frame:Double Pane with Low-E 9 0.300 3 Window 12: Wood Frame:Double Pane with LE, 24 0.300 7 Window 13: Wood Fmme:Double Pane with v 24 0.300 7 Window 14: Wood Frame:Double Pane with L w-E 15 0.300 5 Window 15: Wood Frame:Double Pane with Lo DAP 15 0.300 5 Door 1: Glass 0', qq 0.120 5 Door 2: Solid t4~~QPO ERIC,rrOfi 18 0.120 2 Door 3: Glass Q' 4 2 .mot 18 0.290 5 Door 4: Glass UJ_ r 39 0.290 11 - Door 5: Glass 18 0.290 5 Y' Door 6: Solid tP 18 0.120 2 Ceiling 1-flat: Flat Ceiling or Scissor Truss ref 027Px 85 21.0 0.0 4 Ceiling 1-cathedral: Cathedral Ceiling (no attic N 0 t jQ P"A 375 21.0 0.0 18 Floor 2: All-Wood JOlst/TrUSs:Over Unconditioned Space 228 21.0 0.0 10 Ceiling 2: Flat Ceiling or Scissor Truss 1648 21.0 0.0 77 Wall 2: Wood Frame, 16" o.c. 1912 13.0 0.0 135 Project Title: Koenig Proposed Residence Report date: 04/06/11 Data filename: C:\CAD-DRAWINGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 1 of 7 Window 18: Wood Frame: Double Pane with Low-E 30 0.300 9 Window 19: Wood Frame:Double Pane with Low-E 2 0.300 1 Window 20: Wood Frame: Double Pane with Low-E 2 0.300 1 Window 21: Wood Frame:Double Pane with Low-E 30 0.300 9 Window 22: Wood Frame: Double Pane with Low-E 14 0300 4 Window 23: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 24: Wood Frame: Double Pane with Low-E 14 0300 4 Window 25: Wood Frame: Double Pane with Low-E 28 0.300 8 Window 26: Wood Frame: Double Pane with Low-E 14 0.300 4 Window 27: Wood Frame: Double Pane with Low-E 14 0.300 4 Window 26: Wood Frame:Double Pane with Low-E 7 0.310 2 Window 27: Wood Frame: Double Pane with Low-E 7 0.310 2 Door 18: Glass 33 0.310 10 Door 30: Glass 14 0.310 4 Door 31: Glass 33 0.310 10 Door 32: Glass 14 0.310 4 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Koenig Proposed Residence Report date: 04/06111 Data filename: C:\CAD-DRAWINGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 2 of 7 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: - ? Ceiling 1-flat: Flat Ceiling or Scissor Truss, R-21.0 cavity insulation Comments: ? Ceiling 1-cathedral: Cathedral Ceiling (no attic), R-21.0 cavity insulation Comments: ? Ceiling 2: Flat Ceiling or Scissor Truss, R-21.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ? Wall 2: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ? Window 1: Wood Frame: Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes _ No Comments: ? Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes-Frame Type Thermal Break? YesNo Comments: ? Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: ? Window 4: Wood Frame: Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 6: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes-Frame Type Thermal Break? - YesNo Comments: ? Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? - Yes - No Comments: Project Title: Koenig Proposed Residence Report date: 04/06/11 Data filename: C:\CAD-DRAWINGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 3 of 7 J Window 8: Wood Frame: Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments'. J Window 9: Wood Frame:Double Pane with Low-E, U-factor 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: J Window 10: Wood Frame:Double Pane with Low-E, U-factor: 0.280 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: D Window 11: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes - No Comments: D Window 12: Wood Frame: Double Pane with Low-E, Vector 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: D Window 13: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: D Window 14: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: Vanes Frame Type Thermal Break? Yes _ No Comments: D Window 15: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: D Window 18: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: D Window 19: Wood Frame: Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: D Window 20: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: D Window 21: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: D Window 22: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: Project Title: Koenig Proposed Residence Report date: 04/06111 Data filename: C:\CAD-DRAWINGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 4 of 7 #Panes Frame Type Thermal Break? Yes No Comments ? Window 23: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features. #Panes Frame Type Thermal Break? Yes No Comments: ? Window 24: Wood Frame: Double Pane with Low-E, U-factor. 0.300 For windows without labeled U-factors, describe features: #Panes-Frame Type Thermal Break? YesNo Comments: ? Window 25: Wood Frame: Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: Vanes _ Frame Type Thermal Break? Yes No Comments: ? Window 26: Wood Frame: Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? Yes - No Comments: ? Window 27: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: t ? Window 26: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 27: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes-Frame Type Thermal Break?Yes - No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ? Door 1: Glass, U-factor: 0.120 Comments: ? Door 2: Solid, U-factor: 0.120 Comments: This door is exempt from the U-factor requirement. ? Door 3: Glass, U-factor: 0.290 Comments: ? Door 4: Glass, U-factor: 0.290 Comments: ? Door 5: Glass, U-factor: 0.290 Comments: ? Door 6: Solid, U-factor: 0.120 Comments: ? Door 18: Glass, U-factor: 0.310 Comments: ? Door 30: Glass, U-factor: 0.310 Comments: Project Title: Koenig Proposed Residence Report date: 04106/11 Data filename: C:\CAD-DRAWINGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 5 of 7 1 Door 31: Glass, U-factor: 0.3101 Comments. ? Door 32: Glass, U-factor: 0.310 Comments: Floors: ? Floor 1: All-Wood Joist/Truss Over Unconditioned Space, R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ? Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: O Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. O Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: Li Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements.'. Materials Identification and Installation: F1 Materials and equipment are installed in accordance with the manufacturer's installation instructions. F-I Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. F1 Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: O Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Fi Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: O Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. F-I All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181 B. r-I Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Ali O Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. F-1 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: ? A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Koenig Proposed Residence Report date: 04106/11 Data filename: C \CAD-DRAWINGS\KOENIG - MATTITUCKWOENIG ENERGY.rck Page 6 of 7 Project Title: Koenig Proposed Residence Report date: 04/06/11 Data filename: C:\CAD-DRAWINGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 7 of 7 CNJ/ 2 010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 21.00 Wall 13.00 Floor/ Foundation 21.00 Ductwork (unconditioned spaces): Glass & DDoor Rating U-Factor SHGC Window 0.30 0.32 Door 0.12 0.27 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: KOENIG SW ,WPPP SITE PLAN PLUMBER CERTIFICAVON ON LEAD'CONTENT `BEFORE CERTIFICATE'OF OCCUPANCY 610 JACKSONIS LANDING, M~ NIS, MATTITUCK, NY 11952-2055, 631-864-7418 (SOLDER USED IN WATER SUP,PLYSYSTEM•CANNOT EXCEED 2110 OF 1 % LEAD. SITE NOTES BUILDING DEPARTMENT NOTES B~II"3 APPROVED AS NOTED ELECTRICAL 1. THE PROPERTY OWNER SHALL KEEP THE STORM WATER POLLUTION PREVENTION ~ II ,"'WATE~3LLEI,,I I I i~~ APf OWNER/APPLICAT: PLAN (SWPPP) CURRENT SO THAT IT, AT ALL TIMES, ACCURATELY DOCUMENTS THE f, DATE 6 pJ`~-I aP,0 3Gsas INSPECTION REQUIRED EROSION AND SEDIMENT CONTROL PRACTICES THAT ARE BEING USED OR WILL BE USED DURING CONSTRUCTION, AND ALL POST-CONSTRUCTION STORM WATER 4x ERIC KOENIG DAITTE 6 l; l I' 31 OAKLAWN DRIVE q~ MANAGEMENT PRACTICES THAT WILL BE CONSTRUCTED ON THE SITE. AT A MINIMUM, COMMACK, NY 11725 FE 631-864-7418 NOTIFY E NIOTIFY BUILDING DEPARTMENT AT THE OWNER SHALL AMEND THE SWPPP WHEN, (1) WHENEVER THE CURRENT 35.1802 35.1802 8 AM TO 4 PM FOR THE RETAIN STORM WATER RUNOFF ' PROVISIONS PROVE TO BE INEFFECTIVE IN MINIMIZING POLLUTANTS IN STORM WATER DISCHARGES FROM THE SITE, (2) WHENEVER THERE IS A CHANGE IN DESIGN, 610 Jackson Lndg , FOLLOWII 1 FOLLOWING INSPECTIONS: - TWO PURSUANT TO CHAPTER 236 CONSTRUCTION, OR OPERATION AT THE CONSTRUCTION SITE THAT HAS OR COULD Manauck,NY 11952-2055 PROPERTY ADDRESS: 1. FOUNL Y NV 610 JACKSON'S LANDING FOR PI 1. FOUNDOUNDATION - TWO REQUIRED OF THE TOWN CODE. O HAVE AN EFFECT ON THE DISCHARGE OF POLLUTANTS, OR (3) TO ADDRESS ISSUES MATTITUCK, NY 11952 2 ROUGH FOR POURED CONCRETE 2 ROUGH- FRAMING, PLUMBING, OR DEFICIENCIES IDENTIFIED DURING AN INSPECTION BY A BUILDING INSPECTOR, OR OTHER REGULATORY AUTHORITY. sl k STRAPF STRAPPING, ELECTRICAL & CAULKING "'01I h , PROPERTY TAX ID#: 3 wsULA 3 INSULATION DO NOT PROCEED WIC' 2. THE BUILDING DEPARTMENT MAY NOTIFY THE OWNER AT ANYTIME THAT THE DISTRICT 1000' SECTION 113, BLOCK 4 LOT 8 . k_ 4 FINAL - CONSTRUCTIONBELECTRICAL FRAMING UNTIL SURVEY SWPPP DOES NOT MEET ONE OR MORE OF THE MINIMUM REQUIREMENTS OF THE BUILDING PERMIT. THE NOTIFICATION SHALL BE IN WRITING AND IDENTIFY THE , tlon I s•. dl ' ' fV~ Ottl [UC ' d. ' , MUST BI MUST BE COMPLETE FOR C.O. PROVISIONS OF THE SWPPP THAT REQUIRE MODIFICATION. WITHIN FOURTEEN (14) MLddL V PROPERTY DESCRIPTION: REOUIREN ALL CONSTRUCTION SHALL MEET THE OF FOUNDATION LOCATION REOUIREMENTS OF THE CODES OF NEW HAS BEcN APPROVED. CALENDAR DAYS OF SUCH NOTIFICATION, OR AS OTHERWISE INDICATED BY THE TOWN, THE OWNER SHALL MAKE THE REQUIRED CHANGES TO THE SWPPP AND a SOUTH SIDE OF JACKSONS LANDING, 550.86' IAST OF MILL ROAD YORK STAI V' .,4 DESIGN OF ROAD YORK STATE NOT RESPONSIBLE FOR SUBMIT WRITTEN NOTIFICATION TO THE TOWN THAT THE CHANGES HAVE BEEN MADE. I, nd --=A 1~ft," r III I "Y l~""", DESIGN OR CONSTRUCTION ERRORS. IF THE OWNER DOES NOT RESPOND TO THE TOWNS'S COMMENTS IN THE SPECIFIED PROPERTY ZONING: a TIME FRAME, THE TOWN MAY ISSUE A STOP WORK ORDER AND/OR SUSPEND THE CURRENT BUILDING PERMIT. ,'Ia, Irk 8 ~i: ZONED RESIDENTIAL R-40 SINGLE FAMILY RESIDENCE RESIDENTIAL LOW DENSITY AA 3. PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION ACTIVITY, THE OWNER t I PLUMB] NG MUST IDENTIFY THE CONTRACTORS AND SUBCONTRACTORS THAT WILL BE RESPONSIBLE FOR INSTALLING, CONSTRUCTION, REPAIRING, REPLACING, DRAINAGE CALCULATIONS FOR 2" RAINFALL R i - u III ALL PLUMING WASTE & WATER LINES'NEED INSPECTING, AND MAINTAINING THE EROSION AND SEDIMENT CONTROL PRACTICES COMPL COMPLY WITH ALL CODES OF TE&TING.'BEFORE COVERING INCLUDED IN THE SWPPP; AND THE CONTRACTORS AND SUBCONTRACTORS THAT NORTHEAST DRAINAGE AREA: RD#• MAP #1 VII CINTY NEW YOF NEW YORK STATE & TOWN CODE' 1 WILL BE RESPONSIBLE FOR CONSTRUCTION THE POST CONSTRUCTION STORM AREA = 749 SF WATER MANAGEMENT PRACTICES INCLUDED IN THE SWPPP. THE OWNER SHALL HAVE CALCULATION RATE: 100% IMPERVIOUS WITH 2 INCH RAINFALL NO SCALE AS REOUI AS REQUIRED AND CONDITIONS O 2 4/6/11 Revised for final permit review EACH OF THE CONTRACTORS AND SUBCONTRACTORS IDENTIFY AT LEAST ONE PERSON FROM THEIR COMPANY THAT WILL BE RESPONSIBLE FOR IMPLEMENTATION VOLUME: 749 SF X 1.00 X 2/12 FT = 124.78 C.F. SOUTHOLD TOWN ZBA 1 8/26/10 Issued for permit. OF THE SWPPP. 8 FT. DIA, RING = 42.24 C.F. PERVERT. FT. ~SOUTHOLDTOWN PLANNING BOAR Mark Date Description 4. THE OWNER SHALL HAVE EACH OF THE CONTRACTORS AND SUBCONTRACTORS REQUIRED DEPTH: 124.78 / 42,24 C.F. PERVERT. FT. =2.95 VERT. FT. REQUIRED IDENTIFIED IN ITEM #3 ABOVE SHALL SIGN AN AFFIDAVIT STATING, "I HEREBY CERTIFY Ml- SOU ID TOWN TRUSTEES Issue/Revision Revised for final permit review. AND I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF PROVIDED DEPTH =4 VERTICAL FEET THE SWPPP AND AGREE TO IMPLEMENT ANY CORRECTIVE ACTIONS IDENTIFIED BY ED Project ID KOENIG THE BUILDING INSPECTOR DURING A SITE INSPECTION." IN ADDITION TO PROVIDING 1 3 FT. DEEP POOL SOUTHOLD TOWN BOARD OF TRUSTTEE _ r~ CAD File Name KOENIG 10 FINAL.vwx THE AFFIDAVIT, THE CERTIFICATION MUST ALSO IDENTIFY THE SPECIFIC ELEMENTS OF OF TRUES 25'-0" NON-TURF AREA 2 OC( THE SWPPP THAT EACH CONTRACTOR AND SUBCONTRACTOR WILL BE RESPONSIBLE FOR AND INCLUDE THE NAME AND TITLE OF THE PERSON PROVIDING THE SIGNATURE, NORTHWEST DRAINAGE AREA: RD#2 OCCUPANCY OR Drawn By E KOENIG Checked By EKOENIG THE NAME AND TITLE OF THE CONTRACTOR RESPONSIBLE FOR THE SWPPP AREA= 720 SF SOUTHOLD OF TRUSTEES 25' TOWN -0" BOARD USE USE IS UNLAWFUL Issue Date IMPLEMENTATION; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE OF ' NON-DISTRUBANCE CONTRACTING FIRM; THE ADDRESS (OR OTHER IDENTIFYING DESCRIPTION) OF THE CALCULATION RATE: 100% IMPERVIOUS WITH 2 INCH RAINFALL SITE; AND THE DATE THE CERTIFICATION AFFIDAVIT IS SIGNED. THE OWNER SHALL VOLUME: 7203F X 1.00 X 2/12 FT =119.95 C.F. J 1 2 3 BUFFER _ WIT WITHOUT CERTIFICATE Plot Date: ATTACH THE CERTIFICATION AFFIDAVIT TO THE COPY OF THE SWPPP THAT IS 4 RD#3 OF MAINTAINED AT THE CONSTRUCTION SITE. IF NEW OR ADDITIONAL CONTRACTORS ARE 8 FT, DIA. RING = 42.24 C.F. PERVERT. FT. Or"' Reviewed by E KOENIG OF 0 Designed by E KOENIG HIRED TO IMPLEMENT MEASURES IDENTIFIED IN THE SWPPP AFTER CONSTRUCTION REQUIRED DEPTH: 119.95 142.24 C.F. PERVERT. FT. =2.84 VERT. FT. REQUIRED HAS COMMENCED, THEY MUST ALSO SIGN THE CERTIFICATION AFFIDAVIT AND i ! I I (1) 4 FT. DEEP POOL Submitted By E KOENIG PROVIDE THE INFORMATION LISTED ABOVE. do: orawing Code Drawing Code PROVIDED DEPTH = 4 VERTICAL FEET Y w i / Architect's Seal SITE PLAN REQUIREMENTS 3FT. DEEP POOL W ! I ~~_`1 °4g• 9 Z' W RD#2 CO /CE~p I a (1)) 3 FT. DEEP POOL Q7 SCOPE SOUTHWEST DRAINAGE AREA: RD#3 SITE PLAN MODIFICATIONS REQUIRED FOR A SINGLE FAMILY, TWO STORY RESIDENCE, V J l f f 2 N I, 10 ~1 )O r\ I ? 51 ; 'a,2 .13 INCLUDING TWO CAR GARAGE, UNFINIHSED CELLAR, AND REQUIRED SEPTIC SYSTEM. AREA= 947 SF CALCULATION RATE: 100% IMPERVIOUS WITH 2 INCH RAINFALL EDGE OF,TIDA WETLAND, EROSION LOCATION: FLAGGED,BY XE0NSULP~NTS, LINE STAKED AY R RR i _ ) I / 1 SOUTH SIDE OF JACKSON'S LANDING, 550.88' EAST OF MILL ROAD VOLUME; 947 SF Y. 1,00 X 2/12 Fi =157.77 C.F. DISTRICT 1000, SECTION 113, BLOCK 4, LOT 8 8 Ff. DIA. RING = 42.24 C.F. PER VERT. FT. INC. ON APRIL RD, 2001 BALES AND Sllt I / (R°#2 HELL EeE.D Rpc '1 98'4" FENCING I E PROJECT TYPE: REQUIRED DEPTH; 157.77 /4214 C.F. PERVERT. FT.=3.74 VERT. FT. REQUIRED SINGLE FAMILY RESIDENCE I 8'8 WELL g? D - LIMIT.OF i OR UND I _ ~J I .I 4'p" WIDE PATH r ;Ili i ril -.0' / ~ ~ ~~etPO Er~l~, GH•f~ ' BUFFE)i ~I I s^ PROJECT SIZE: PROVIDED DEPTH = 4 VERTICAL FEET I T ACCESS WATE I' I P D --~r~~~ I n ``L-PRO,PO611 OIG L 1'~ .i W G+ 1890 S.F. FIRST FLOOR 1 4 Ff. DEEP POOL ' 1605 S.F. SECOND FLOOR 0l -OK 233 S.F. FRONT R/O PORCH O TIE LINE FT~ROUGH DECK! fL OOf~ VE 111111 4 IIhII II "I 'I I FIRST DECK, I ly 1 ~N II IDRIVEYV~yll'l llTj II~ I ' IllrO ~ '1 iu ; H / 14 16 02 198 S.F. FRONT ROOF DECK SOUTHEAST DRAINGE AREA:' RD#4 ALONG t 0 <P~ ra4' u--- 212 S.F. REAR GREAT ROOM DECK AREA= 193 SF 83 S.F. REAR MASTER BEDROOM DECK APPARENT TER fii' 1' u 1 j1~lll'ly Tom, ES HG E O 406 S.F. GARAGE CALCULATION RATE: 100% IMPERVIOUS WITH 21NCH RAINFALL MARK z NI' S 0 R N II~oI,l11p11i rvl'i-I,I~'l li-I^vT O ) H GH WA Z 1 I- I~ R L 3. o PRO, STEPS 1755 S.F. CELLAR VOLUME: 193 SF X 1.00 X 2/12 FT - 32.15 C.F. ) ~ E N O 8 SETBAC(P - CD O ) ZI _ 8 FT. DIA. RING = 42.24 C.F. PERVERT. FT. J I,I ____________I PROP FDLOOR 0 FOR ^J ) I 1'_0„ I T R L. )DECK SITE STATISTICS AREAS PERCENTAGES RFDI lIREO DEPTHS 1915 / 42.24 C.F. PER VERT. FT. = 0.76 VERT. FT. REQUIRED !Yl I ( )II ) ) ; *L_ tNC7R0%CHEMPNT J i z z° --CARMEL-HILL 24 222.20 s It AREA OF LOT: AREA OF DEC DETERMINED TIDAL WETLANDS BOUNDARY: 4 223.819 ft 17.44% (n Q I 1 I j I h^ WATER VICE 1 ARCHITECTS PROVIDED DEPTH 4 VERTICAL FEET AREA OF LOT DISTURBANCE: 14893.73s ft 61.49% p w I V i 1 l AREA OF NON-DISTURBANCE: 9 328.479 ft 38.51 % (1)1 FT DEEP POQL 'z ARE OF EXISTING VEGATATION TO REMAIN: 9 328.47s ft 38.51 % o AREA OF GRASS AND LANDSCAPING: 11 465.66s ft 47.34% ct) TOTAL AREA OF LANDSCAPING AND UNDISTURBED VEGETAT 20 794.139 R 85,85% 0 44 1 i 1) 31 Y AREA OF BUILDING COVERAGE: 2 518.29s ft 10.40% FLOW n U I AREA OF POROUS GRAVEL DRIVEWAY: 852.489 It 3.52% cp ~ i i I I m Xti 7 I •13' II i II 10 -4~ ~ E.P.) ~V L:~M 7 ~3tf 4' VERTICAL FACE SOIL DESCRIPTION: I I II RD#1 FIND RD#4 I i~vV L i www.CARMELHILL.com THE SOILS ARE DESCRIBED IN THE TEST BORING SAHOWN ON THE SITE PLAN. nFnnlN . D TAI (h)4 FTI.D EPP OIL L.P. VL.P. f~ P W CONSTRUCTION PHASING: NUT TO SCALE 4 1 1 B 404;7 '30" VV 1206 yp6 r I h 1, LAND CLEARING UP TO "LINE OF NONDISTURBANCE". DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEES h Architecture Firm 2. INSTALLATION OF CONSTRUCTION PHASE EROSION AND SEDIMENT CONTROL MEASURES, OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. 1 Q 1 9 j b 11 " I CARMELHILL ARCHITECTS 3. INSTALLATION OF ROOF DRAINAGE STORM WATER DRAINAGE POOLS. 4. INSTALLATION OF SEPTIC SYSTEM. 9.8- 1 1 1 w j SEPTIC TANK SPECIFICATIONS: 2 I 5. INSTALLATION OF UNDERGROUND UTILITIES. ANGLE FIRST STAKE TOWARDS ;41: l ' 1 1 w) x 1,000 GALLON MINIMUM SEPTIC TANK EDWARD KOENIG - R.A., N.C.A.R.B. w 6. BACKFILL UTILITIES AND SEPTIC. PREVIOUSLY LAID BALE, BROWN LOAMY SAND 1 1 Z I Z CAPACITY ISM) O) O 27 SG.FT. MINIMUM LIQUID SURFACE 16 William Avenue 4. FOUNDATION EXCAVATION. FLOW r 5. FOUNDATION FORMWORK. OS,ELEV. 7.8' (2.0' DEEP) 1 N AREA East Islip, NY 11730-2305 6. CONCRETE FOUNDATION POUR AND CURE FOR 7 DAYS. ~ BOUND BALES PLACED 631-277-3337 7. REMOVE FOUNDATION FORMS. Nv,~ ON CONTOUR. LEACHING POOLS SPIECIFCATIONS: << \ Web Page: www.CARMELHILL.com 8. INSTALLATION OF FLOOR JOISTS AND PLYWOOD SUBFLOOR. 9. HOUSE FRAMING AND CONSTRUCTION. 4 POOLS EACH CONTAINING Email: EKoenig@CARMELHILL.com 10. FINAL PROPERTY GRADING. 2 RE-BARS, STEEL PICKETS PALE BROWN FINE TO DIAMETER X T-0" HIGIH CESSPOOL MEDIUM SAND RINGS AND (1) 8'-0" DIIA. X 11. INSTALLATION OF FINAL EROSION AND SEDIMENT CONTROL MEASURES. OR 2'X2' STAKES PLACED (SP) DISTRIBUTION RING FOR TOTAL OF I Project Title 11. LANDSCAPING AND GRASS SEEDING. _ 11/2' 70 2' IN GROUND. 12. ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. DRIVE STAKES EI_4lSkl WITH TOP OF BALE. NORTH 17-0" VERTICAL FEET' AND 300 SO FT. Koenig Residence NOT TO SCALE ,ELEV..1.5' (8.3' DEEP) WATER FOUND 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 CONSTRUCTION SPECIFICATIONS WATER IN PALE BROWN TO MEDIUM SAND 631-864-7418 (SP) I 1. HALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH EHpS TIGHTLY ABUTTING THE ADJACENT BALES, 2~ EACH BALE SMALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND ELEV. -5.2' (160" DEEP) PLACED SO THE BINDINGS ARE HORIZONTAL Sheet Title 3, HALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR TEST HOLE DATE WELL RE"-BARS DRI EN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL TEST HOLE DATA OBTAINED FROM: TITLE SHEET 1 BE DRIVEN T WARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE MCDONALD GEOSCIENCE FEBRUARY 2, 2001 ABANDONE13WELL~ BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE DALE. V 1 4. INSPECTION SHALI,HE FREQUENT AND REPAIR REPLACEMENT SHALL HE MADE PROMTLY AS NEEDED. Y HAVE 5 STOHALBLOCKL BE MPEDEHSTORMEFLOW ORSDRAINAGEERVED USEFULLNESS SO 0 z SCALE. 1" = 20'-0- Drawing No. ADAPTED FROM DETAILS PROVIDED BYE USDA - MRCS, PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY. NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE NEW DEPSOIARTMENT 6 WATERNCONSERVATIONCCOMMITTEEIDN, DIKE NATHAN TAFT CORWIN LAND SURVEYORS 1583 MAIN STREET S-1 JAMESPORT, NY 11947 631-727-2090 of 13 KOENIG IG RESIDENCE 610 JACKSONS LANDING. DING, MATTITUCK, NY 11952-2055,631-864-7418 2 -BLIMNG DEPARTMENT NOTES WFCM 2001 Nailing Schedule :S _ Joint Description Number of Numbero(--+IN__ailS acln 201O R SIDENTIAL CODE OF NEW YOF 'EW YORK STATE Common Nails Box Halls - sm b, s L[I IS T 1000, SECTION 113, BLO~K 4 a GP c4'T' )Y"' E pp 3LOQpK 4, LOT 8 I F ! i 0 o ROOF FRAMING f ZONED RESIDENTIAL R-40 SINGLE FAMILY RESIDENCE 0 / Copyright of Architectural Drawlnos- These plans are protected by _ Rafter ToTo Plate (T o_e Nailetl) (see Table 3.4 (see Table 3.4A) Per Rafter _ r' Calling Joist To Top Plate(Toe Nelled)__(sea Table 3.4A) _(see Table 3.4A) PerJOiet RESIDENTIAL LOW DENSITY AA I K d federal law and are subject to copyright protection as an Calling JoistToParallelRafter(Face Nailetl __(see Table 3.9A) see Table 19A) Each Lap_, R-3 PERMANENT RESIDENTIAL OCCUPANCY CLASSIFICATION a-33 "architectural work" under section 102 of the copyright act, 17 U.S A. FION a-j 3 as amended December 1990 and known as Architectural Works _Each Lap (see Table 39A) _(See Table 3.9A) Gelling Joist Laps Oyer Padltlrns (Face Nailed TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION C( Copyright Protection Act of 1990. These drawings are provided as an Collar Tie TO Rafter (Toe NalletlL- (see Table 3,6A) _(see Tabte3 SA) _ Per lte Instrument for construction for the construction project at the address shown on the title block of the drawings and they may not be used for _ Blocking To Rater (Foe Nalletl) _ 2-13d _ 2-10d _ Each End _ 1890 S.F. FIRST FLOOR I o 1605 S.F. SECOND FLOOR ~I Rim Baartl To Rafter (End Nailed) 2.1 ed 3-166 Each End 233 S.F. FRONT R/O PORCH 3 ~I any project other than that listed at the address shown on the title block without the written consent and compensation of the architect. 198 S.F. FRONT ROOF DECK 3 This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the _ WALLFRAMINO Top Plate To Top Plate(Face_Nalled) 2716d 2-i6d _ Per Fart 212 S.F. REAR GREAT ROOM DECK a 83 S.F. REAR MASTER BEDROOM DECK _ Top Plates At Intersections (Face Nailed) _ 4-1 Ed _5.16d Joints - Each Side 406 S.F. GARAGE G LI~Lp {p designs. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of J" 1755 S.F. CELLAR I ~5~ construction or buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. I I: T _ odoStud m Plate To l Stud(End Nailetl see Table3.5A seaiTable 35A) _per sstuo _ !',,Ilpl_ Header TO Header (Face Nailed) 16d 16 a.e . along edges P r Btto 1_-_~ 1__(- II CLIMATIC AND GEOGRAPHIC DESIGN DESIGN CRITERIA _ Bottom Plate TO FloorJolst Bantl)olst,Endlyist, 2-16d 2-1 did Per Foot 1 GROUND WIND SEISMIC SUBJECT TO DAMAGE VENTER I or Blocking (Face Nailed) _ X41 jj1~, pl t qAt;;, SNOW SPEED DESIGN DESIGN I WINTER ICE SHIELD FLOOD AIR DESIGN UNDER. HAZARDS FREEZING - u11. ,i„l +u 111111, FLOOR FRAMING oil 7] • .m¦¦ LOAD CATEGORY WEATHERING SEVERE TEMP F TEMP LAYMENT INDEX Jols[TO 5111, TO Plate, Or Girder (Tae Nalle~4-6d_ 4-10d _PerJolst _ REQUIRED I' Bridging To Joist (Fos Nailed) _ 2-Btl 2.10d Each End loll all ~ ' ` - 20 120 B FROST LINE 3T 11 DEG. V ¦ DEPTH ZONE4 11 DEG. WITHIN 2'4' NONE RIVERHEAD ZONE 4 OF EAVES 510 Blocking To Joist (Too Nailed) _ 2-Btl 210d_ Each End I ' P ppI n, VEND BORNE SUFFOLK SUFFOLK Blacking TO 51110r TOp Plate Roe Nalletl) 3.16tl -4--i Ed Each Block e DEBRIS AREA TERMITE MOD. TO HEAVY 5750 HOD AVY 5750 HDD _ Ledger Strip To Seam (Face Nailed) 3-16d 416d- Each Joist - EXPOSURE, C DECAY SLIGHT 2 4/6/11 Revised for final permit review 3-10d Per Joist _ Joist On Ledger To Beam_(TOe Nailed) 3-8d _ Band Jolsl To Joist (End Nalletl)_ 3-16tl 4-13_ _ Per Joist MODERATE 1 8/26/10 Issued for permit. Band Jolst To Slll Or Top Plate (roe Nailed) 2-16tl 3-16d Per Foot Mark Date Description ROOF SHEATHING MINIMUM 'UNIFORM DISTRIBUTED LOAI ED LOADS Issue/Revision Revised for final permit review. _ Structural Panels Btl 10d (See Roofand Wall MINIMUM UNIFORM DISTRIBUTED LOADS Project ID KOENIG _ J Sheathing Nailing Detall) - USE LIVE LOAD DEAL CAD File Name KOENIG 10 FINAL.vwx (E LOAD DEAD LOAD Dlagnal Board Sheathing - - ill X6"X 14X3" 2-8tl 2-10d. -Psr8UPPP11._ 1 _ 0I mom WIN EXTERIOR BALCONIES oo PSF 10 PE Drawn By E KOENIG "X10"Or UNtler 3-8tl 3-10d Par9u art _ RIP al by DECKS 40 PSF 10 PE PSF 10 PSF Checked By E KOENIG PSF 10 PSF Issue Date: CEILING SHEATHING; " PASSENGER VEHICLE GARAGES 50 PSF AS PI 1 PSF AS PER PLAN Plot Date: Gypsum Wallboard 5d Coolers 5d Crrlers 7" Edge 110' Field ATTICS WITHOUT S70RAGE (LESS THAN 42" CLEAR HT.) 10 PSF 10 PE Reviewed by E KOENIG PSF 10 PSF Designedhy EKOENIG WALLSHEATHINO ATTICS WITH STORAGE (MORE THAN 42" CLEAR HT.) 20 PSF 10 PE PSF 10 PSF Submitted By E KOENIG _ Structural Panels T -8d 1-0-d--- 0d (see Sheamall _ ' ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PE PSF 10 PSF Drawing Cade Drawing Code segment details) SLEEPING ROOMS 30 PSF 10 PE PSF 10 PSF Gypsum Wallboard 5d Coolers 5d Coolers 7" Edge!1 OF Field Architect's Seal _ FLOOR SHEATHING I _ STAIRS 40 PSF 10 PE PSF 10 PSF Structural Panels GUARDRAILS AND HANDRAILS 200 PSF 10 PE D PSF 10 PSF _ 1" Or Less 8d 10d 6- Edge 112"Fleld ROOF LOADING (LIWE = GROUND SNOW LOAD 12 PE 12 PSF FOR Greater Than l" 10d 10d 6"Etlge16"Field 9 ADJUSTMENTS AS PER TABLE R301.5 OF THE 20 PSF ATTIC PSF ATTIC RESIDENTIAL CODE: OF NEW YORK STATE) 15 PE OATH 15 PSF FOR CATHEDRAL D Ape, Co, ~eQ eRlc rrC~.~,. ''l~itVWrr ~WI Gql'~ d~Pl&'FI.F al~~~±l)I lip"'I Y pal IIP Ill~lltllil III 9 lly A N I 11 I, II`rl,!JI 1 II II IIII II V II C(I ' rllr 1 ALLOWABLE DEFLECTION OF W yaP :.4Qy^.ru. ,.:a I IpM If rr I I. PI''u° IIti 1 r11 II%~ lIIIIII p~1, F,; rr STE ro 1+BaYvew sFO~NFF ICE III 14 f1Y~ P Ia, '$BI"dl) I~~~OO I¢I NON TT' AREA o DVJN BOARD M'` ~OAO ALL ADJACENT PROPERTIES STRUCTURAL MEMBERS WITHIN 150'-9 ' OF SUBJECT S z5•-B PROPERTY, UNLESS REFER TO TABLE R001.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE 0 N YORK STATE) il1 S 2" wrvS' yel l ll 1 (yvn 1{III YI I 6d A A O' I'r, I~o111~11 III{ ill , I~ k~~ k, ~fl 9 c T11e. ~MJ I1 i III lil9 tlr~' 6 / II AR oco rows eonao J TEA '2 SPECIFICALLY BELOW. CA ARE SERVICED DESCRIBED By BV LOW, l ~l 60 4 rbor 6'I ~ IVIIIi1 II III 1i II i III I II II IfI IVm dl} I r II d TEES xs e owN SDnaD PUBLIC WATER SUPPLY STRUCTURAL MEMBER STRUCTUF B d5'-0' ENTPROPERTY, ~ STRUCTURAL MEMBER P O 02 'I IJrIr l t'I I~~ Ir~ ~J 111 % plh I 1'1 I~~~I~IIt Ili Ili', ~J 11 2 TRneANCE SArvcE SINGLE RAFTERS HAVING SLOPES GREATER THAN 3112 WITH L/180 RESIDENCE NCE NTH MTH PRIVATE ATE ' L/180 'p"i111 1 il~ h"tlol llnl'"1" l 1, 11' ` 1 w II V II I I I I a ll Y s I BE TCTAERCHIN AND NO FINISHED CEILING ATTACHED TO RAFTERS WELL W SEPTIC ATER E SERVICE POOL tV, "Il I all Iy a IIVu hap II l lil tiII~t1 ~~'~VIIII~I III'I MM f W S ~II 'I II, ~~y W SEPTIC svsrsm INTERIOR WALLS AND PARTITIONS H/180 H/180 =1lti p 4rl Nir~l 111 II h -G. 1~Ir1 R I~I F II 'I W I FLOORS AND PLASTERED CEILINGS L/360 U360 hI1~~9~'~f6 iI ~II I~~~I~IIj'~ '.I (i x J7p'd;~Ilk{~lu'I'~ro II~Ii~ IYI t I~i,YI~~ ~ R'~ 1 ~ - I r 19 i I ^^''~'~L ID .yy r I PP I I i U y~ II I~YIV+' !iwM.,l1 X {I. I 07 IpiCrcl + W,I Ill~ l I~~~I~' all Y I w I I `1. / ,~14 6'Zr~jn ALL OTHER STRUCTURAL MEMBERS L/240 L/240 CARMELHILL ' "IMP 610 Jackson Lndg U U./~J l19 , 1 1o a~ u3 j EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/380 H1360 ARCHITECTS 5` h{I{Ir'lIC{ l' V IILIl lrth4"F tl1 1 U 1 Illhll!~ ° Ip111JI'GI IIIhIIP 1dd 1 Mathtuck, NY 11952-2055 jlp III Il~pIh11111 OC~(~ r-EOaE OfinoA wETLArva I a-i• ~ ` ,I PPI LR, soot ED Y II~~" frt~r'{Clp l1 IIhI~I i11"' 1 FONs . GE OPTIMA WETLANa, BflO¢IOrv - ~9 - a3 j EXTERIOR WALLS - 'WINDOW LOADS a. WITH BRITTLE FINISHES L/240 4GGEG BY -0ONSOLP.,PITS , I LINES BTARED AY :.aN nPHI RD, swS oa BBEANCIo BOIL} WELL EXEXTERIOR WALLS- WIND LOADS a, WITH FLEXIBLE FINISHES L/120 IES L/240 IND. AD M.1 r I Ef~ .9 AD - IES L/120 ~ ti' ~ I l f 111111 ~I 11111~QI, F y I. 1'... III ~ I I I I ni 1 r Iilll _ 1111 1 IIIIII I 1 J LL~ II A "WIDE PATH II IIIIII 1 II III IIII III ~1YW'i X0 ROUGH BUFFER PATH '...tom Llml FDR ND I° I ~'-e - jNOTE: L=SPAN LENGTH H=SPAN HEIGHT i BUFFEH 1 DJSTqRRANCF ` ss WAT ADJACENT PROPERTY a. THE WIND LOAD) SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE( II PROPbsEO]1~'~~_ I °Y SINGLE FAMILY WOOD FRAME FIflsTFLOO^ ~PROPB4EO EF`/,V~Bi „ ' assoENCE VArHPUeuO AND CLADDING LOAIDS FOR THE PURPOSE OF THE DETERMINING DEFLECTI( 10.7 TIMES THE COMPONENT NING DEFLECTION LIMITS II Of ~'I'fi' k~bl'lii l~~IIII IIIilllll'I OI~I~I rilll,l~,~ I,k, + ~h rr 11rILa1,'yW p,.h,, U TIE LINE ALONG A4 ! I Q y ff rv,uyl Id lm ll lp l~u;1 II t q Ii DECK I ~PRI EW Y, t '1.',V IIII °,I O 14 WATER PNO PHIVATE SEPTIC HEREIN. APPARENT RO -L l~lWATANK IWATERMARK III 1 I III111~11~ I m fl0 9E 'T Br 10LEl„ O / TANWLEACHIN3 pCOL SEPTIC _ _ I I ^r ilf 'lllli,' i, sYSiEM 1 I «II L EL Pao; I I l! Io I b. FOR CANTILEVER MEMBERS, L SHALL BETAKEN AS TWICE THE LENGTH e: KI -P qI PROPOBEGL 0A GE 13 Z CE THE LENGTH OF THE II I~~If{~I 11 fv~,r I W ~ IIII III'I~~il'. ~y ~~1 1 ~I I II III' l~l~J ~ lA_AJ n lu I~4 1 +II K V0 I J/~ P IIII III I ~ , III IIII III I -''1'IBECOND FLpOR FI iF O L1 B' BTF'h5-P,~ftMIPTEOI RAFTER. DECK I!, II I E D F OR .2 SETBACK R O ~II'r11114 ~~f%I'hY,, `~~~~IaI_~y//' R IIIIIIIII~IIII{II~~II h11.h ~I~~Rhv. III~~II~II ~ Iii ~1 1 rFFN~NGACHEALNi -J I z PARTITION LEGEND www.CARMELHILL.com LOCATION MAP 3 1 1 NO SCALE _ I IIq ' 1'1 IS / +•.d'~~ ao I ' O I - NEW EXTERIOR PERIMTER WOOD FRAME WALL CONST B I co ' SIDING OVER'TYVEKHOUSE WRAP OVER 1/2" EXTERIC dE WALL CONSTRUCT BY 4" EXPOSURE VINYL ER 1/2" EXTERIOR GRADE'CDX' PLYWOOD Architecture Firm q,EL.1 . r~ \ I )I SHEATHING (OR EQUAL) OVER 2" X 4" WOOD STUDS @' .1 I'l Ala I a'I- DTI 3i U PAPER BACKED FIBERGLASS INSULATION BATTS BETW IOOD DN STUDS C. WITH 3-1/2" R13 KRAFT GYPSUM BOARD DN BATTS BETWEEN N STUDS COVERED WITH 1/2" CARMELHILL ARCHITECTS BAT l-MJ ~ EDWARD KOENIG - R.A., N.C.A.R.B. I ~i I m _ NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2" )NSTRUCT BY 2"X 4" WOOD STUDS 16" O C. WITH 16 William Avenue { S 7 -rII I (1) ONE LAYER OF 1/2" GYP. BD. EACH SIDE. 'IDE. East Islip, NY 11730-2305 i' r'(~p IIIIIIII I{r IIIII IP IIIII° IIN e d ' B S 4 ?~T30" W 120S'36 NEW INTERIOR WET WALL WOOD FRAME WALL CONSTI r1E WALL CONSTRUCT BY 2" X 6" WOOD STUDS 16" 631-277-3337 S' 4 I III I ~ I VIIIel~r1 ~F ~V~'$ ELEV ea'IDRAOEf I ~'r 4 IIII 1 1{ 111 } 'oI ma i H O.C. WITH (1) ONE LAYER OF 1/2" GYP. BD. EACH SIDE. 3D. EACH SIDE. Web Page: www.CARMELHILL.com R III " I n1fFI IV~I v 1 ii III ~lu IIIII{i~l'. WMT {L I'!E lhll I1dI VIl1~1 B t ISM) LOAMY servo ~ I I ' I SEPTIC TANH BPECIF CIATIONB 13 I Email: EKcenig@CARMELHILL.com 111111VI I14F~{N541 _ II IIIII IIIII Ll if ,I III] ^ ELEV.].Y GA' DEEP) / I IK 10S GALLON MINIMUM SEPTIC TANK I IZ CAPACITY I / ADJACENT PROPERTY' 3T ED 'T MINIMUM LIQUID SURFACE / 61NGLE FAMILY WOOD FRAME ' n' 41111 flPl I~ r IIII „I .III IIIII I h VI "'Vi-. IllIi~ j l et I II1 III ~I I^9 pAEq / 5 RESIDENCE WITH PRIVATE I / IP WATEq qNO PRIVATE SEPTIC Project Title PN-E I1~i IIII rdI IIIllI f r+"° 11111 I Ik1 l1 II{ IIII l11 1MI ryII MEDIUM SANFINE TO NORTH N POOLS CONTAINING L T CC ANF.HING POOL SEPTIC SYSTEM j 'I IIII ~ P 1' ND 11 h IIIII 11 " L~ r I I I' Ih MEDIUM BA (SP) Ild, IIII IIIIV 1 III I C.. Fk .1~~31~b1I ' _ x r}h I I 111 ~ IAA `TI ADJACENT PROPERTY' DIAMETER XAL HIGH CESSPOOL POOL SINGLE FAMILYW000 FRAME RINGS A 0)& Koenig Residence I ly II^1I~I`~~IIk RESIDENCE WITH PUBLIC OISTRIBUTICNUTION RING G FOR TOTAL OF WATER AND PRVATE SEPTIC E' VERICCAL FEET T AND PND 330 3 5p.FT, Drawing List 610 JACKSONS LANDING 1111 y IIIIII D 610 Jackson Lndg { Ik ELEV.1 fi(03 DEEP 1 ~1Ii11~{"~h Mattltuck, NY 11952-20 TANKILEACHING POOL SEPTIC SIDWALL SYSTEM IDEALL MEA MATTITLICK, NY 11952-2055 55 II III v' Ij' ,r2,1'; ~wATER Fauno {"LaYFU` CiI IIIII IIII -v 1) Imo{ J WATER IN PALE BROWN I 631-864-7418 } Il wy~ll1li y4k T 111 A, 4 Iy ;I'I 5111 SMEOIMM SANG I S-1 SWPPP' SITE PLAN _ 1 I I~if 1 r j 1 ~1~ y` 11111 i11fq yIl 111 Ih rv ` r 1 r~4 I 11 1 1~V 1 A-1 TITLE SHEET 1 } II]lll{~ I 'p II IIIII IIII M 1 „ Mr~t ILI1II 1Ini 1~,~ ELEV. -62' 150'DEEP) 141, w tlon i I fV IIIII I k~ IStt TEST HOLE DATE ~ , 1 I I~(9flJ p { tl Il lf~~~~ p%% I~ MST HOLE DATAOBTAINED FROM A-2 TITLE SiHEET 2 Sheet Title MCDONP100EOSCIENCE % 1 qq d I AI FEBRUARYS, s001 x IIIIi1I11 III II 1b 1 111`t a Iv r 'jI ( I xx, III IIIII Iyff1 { Ir l~~i k~~l M ! , I ~I, 111,4 111 I P p1"C~ WELL A-3 FOUNDATION PLAN A-4 FIRST FLOOR PLAN ABANDONED WELL IIII Y1 111 ~ F~~ 4a 1 I~'.,~ j~ I II~Iy IIIIII a y111 i', IIII _ '@! A-5 SECOND FLOOR PLAN TITLE SHEET 1 r Ile l kl ',r 11 1 r r4 Vr k {1 upd yi II?ryp II IIII IdI+~^1 u•; IIUI;; )t. ~?v~4 ~''-.I PLOT PLAN-DmsTRlcnooB, sscnonns, BLOCK 4 LOT III BLOCK 4, LOT. A-6 ELEVATIONS I"1 5 IIII 111 1 Nt 7H 1 41 11 ~.J' 1 'I °z EDZE=.1 110//A ~II I~~~ I I k~ 'LE IIII PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY, ay, FLOOR AREA CALCULATIONS A-q / ELEVATIONS I ~ti 1l~ llItb 111 `L' f1 ~~y F NATHAN TAFT OORWNI UNDO SURVEYORS I DI~I~II IIII LI 111 ~N~1 „y e{ 1AME.PINSTREET LOT AREA: 24,222.20 sq A-8 SECTIONS 1 J•• l{ I III IIII ! { i 1 1 1 I I I JAME27 0090 NY 11sO ~I{{ell 1111111 III III IIIII I ~ .e {I -R' fi3499-2080 FLOOR AREA: 4176.11s R A-9 SECTIONS Drawing No. qa~~hI II~~Ij IIII e111~4I~II I 9 IIIId;2... II(.1 u17 IIIII III dpl~dr s_,- _,.:1' FLOOR AREA RATIO: 17.24% A-10 SCHEDULES AND PLUMBING RISER DIAGRAMS 8GRAMS LOT COVERAGE: 2528.57s ft A-11 DETAILS LOCATION MAP LOT COVERAGE RATIO: 10.4400/a A-12 DETAILS I i I IA-1 ~ I NO SCALE of 121 NER ES ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-79 AND GYPSUM WALLBOARD SHALL BE STRUCTURAL CLAY BRICK GRADE SW. MORTAR FOR BRICK TO BE TYPE 1. MASONRY WALLBOARD OF THICK IM WALLBOARD SHALL BE FIREPROOF GYPSUM CORE, RECESSED EDGE FABRICATED ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH NEW YORK ELECTRICAL NOT ALL CONSTRUCTION COMPLY FULLY WITH THE 2010 EDITIONS OF THE BUILDING CODE OF NEW !TALS ITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE BE ENCASED ENTIRELI GARD OF THICKNESS NOTED IN THE CONSTRUCTION DRAWINGS. GYPSUM CORE SHALL STATE RESIDENTIAL CODE PART VIII, CHAPTERS 33-42. :ASED ENTIRELY WITH HEAVY MANILA FINISHED PAPER ON FACE SIDE AND STRONG ,AL NOTES YORK STATE, THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, AND THE AFPA/WFCM 2001 RENGTH. LINER PAPER ON BACK HIGH WIND MANUAL, AND THE APPLICABLE PROVISIONS OF O.S.H.A.. ALL CONSTRUCTION AND 10 OR 12 FEET TO FIT 1 PAPER ON BACK SIDE, WALLBOARD SHALL BE 4 FEET WIDE AND IN LENGTHS OF 6, 7, 8, 9, SERVICE: ELECTRICAL SERVICE TO BE 200 AMP. NOTE: ELECTRICAL CONTRACTOR L CONTRACTOR TO CONFIRM LAYOUT ADHERES CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES, NOTES POSSIBLE IN FINISHED 12 FEET TO FIT THE JOB NEEDS AND TO OFFER AS FEW END AND EDGE JOINTS AS TO REQUIREMENTS OF N.E.C. AND 'S OF N.E.C. AND ADJUST AS REQUIRED. DINANCES ULES, AN REGULATI NS. ALL R QUIREMEN S IN THE C DE SHALL E PLACED HOR2ONTALL 3LE IN FINISHED JOB. WALLBOARD SHALL BE INSTALLED ON SIDEWALLS WITH SHEETS SERVICE GROUNDING: GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING NOTE: V.I.F. SMOKE DETECTORS It D HORIZONTALLY ACROSS FRAMING AND ON CEILINGS WITH LONG EDGES PARALLELED ELECTRODE CONNECTED, IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE DETECTOR IN THE EXITING FIRST E DETECTORS IN EACH EXISTING BEDROOM, ONE AD RED T A F THE" E CA OR, O OWN DRA N . THI L NO GENERAL: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK UNDER THIS HEADING AND BROKEN ON FRAM BE CO LED T AN THA Y REQ MENTS TH ON RAWI MAYBE AS SPECIFIED HEREIN AND SHOWN IN THE CONSTRUCTION DRAWINGS. ALL WORK SHALL BE INCH LONG..098 GAUG 20KEN ON FRAMING MEMBERS. SCREW 61NCHES ON CENTER WITH 114" INCH HEAD, 1-114 WITH E3503.1 AND TABLE E3503.1. ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR EXISTING SECOND FLOOR COMMC EXITING FIRST FLOOR COMMON HALLWAY, MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN CODE REQUIREMENTS OR BECAUSE DONE BY MECHANICS SKILLED IN THE TRADE AND WORKMANSHIP SHALL BE OF THE BEST. AND JOINTING SHALL B ONG..098 GAUGE MINIMUM SHEET ROCK SCREWS. WALLBOARD INSTALLATION, TAPING STEEL, SHALL BE 5/8" MINIMUM DIAMETER, AND SHALL BE 8'-0" LONG. NON-FERROUS ROD IS TO IN THE EXISTING CELLAR. UPGRAE I FLOOR COMMON HALLWAY, AND ONE DETECTOR THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. EDGES AGAINST MILLN )INTING SHALL BE DONE BY CRAFTSMEN SKILLED IN THIS WORK 50 THAT ALL FITTED BE 1/2" MINIMUM DIAMETER, IN ACCORDANCE WITH E3508 2.1. i AGAINST MILLWORK ARE SCRIBED NEATLY AND ACCURATELY. ALL CEILING END JOINTS WITH RCNYS SECTION R313. ;ELLAR. UPGRADE AS REQUIRED IN ACCORDANCE PION R313. STRUCTURAL STEEL: ASTM-A36. SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED. PRIOR AND SIDEWALL EDGE J CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START TO PAINTING, HAND CLEAN THE STEEL WITH A WIRE BRUSH. REMOVE ALL LOOSE RUST, LOOSE PERIMETER EDGE OF V DEWALL EDGE JOINTS SHALL BE FLOATED, BACK BLOCKED AND TAPERED EXCEPT AT ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C. AND OF CONSTRUCTION. ARCHITECT'S OFFICE IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE MILL SCALE, DIRT, AND OTHER FOREIGN MATTER. APPLY ONE SHOP COAT OF A RUST DRYWALL CORNER BE/ -TER EDGE OF WALLS AND CEILING. IF CORNERS TO BE SQUARED, INSTALL METAL SHALL BE U.L. APPROVED. ALL EQUIPMENT SHALL COMPLY WITH N.E.C. 110.3. INSTALL CARBON MONOXIDE SENE \LL CORNER BEADS ON ALL EXTERIOR CORNERS AND ANGLES IN STRICT ACCORDANCE LIVING AREAS IN CONFORMANCE MONOXIDE SENSORS AS REQUIRED IN EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS. WRITTEN DIMENSIONS SHALL HAVE INHIBITING OIL TYPE RED METAL PRIMER. REPRIME ALL FIELD WELDS AND FIELD CUTS WITH A WITH MANUFACTURER' IANUFACTURER'S DIRECTIONS AND ROUND CORNERS TO FINISH SPECIFICATIONS. SUPON COMPLETION OF WORK, TEST HORTS, GROUNDS, R IMPROPER INSTALLATION THOROUGHLY AND RENDER IT FREE FROM ELECTRIC LEGEN IONFORMANCE WITH R313.4. PRECEDENCE OVER SCALED DIMENSIONS. LARGER SCALE DETAILS AND PLANS SHALL HAVE MINIMUM OF TWO COATS OF A RUST INHIBITING PRIMER. IN ADDITION TO THE SHOP COAT, PRECEDENCE OVER SMALLER SCALED PLANS. CONTRACTOR SHALL VERIFY ALL CONDITIONS FIELD PAINT ALL STEEL AND IRONWORK WITH ONE COAT OF AN ALKYD TYPE ENAMEL BEFORE BATHROOM WALLS: SU COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN ALL DIMENSIONS TO INSURE THE INSTALLATION. BOARD AS A TILE BASE DOM WALLS: SURFACES SHALL HAVE % INCH WATER RESISTANT CONCRETE BACKER LEGEND PROPER STRENGTH, FIT, AND LOCATION OF THE STRUCTURAL WORK, REPORT TO THE OWNER I AS A TILE BASE FOR TUB AND SHOWER AREAS. NERGY NSERVA CONS CTIONC OFNE RK S7A , INDICATES NEW SWITCH NITCH AND CARMELHILL ARCHITECTS ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR THE DESIGN, FABRICATION, AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN JOINT FINISH: AT ALL A OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS. FIBERED, PERFORATE[ =INISH: AT ALL JOINTS, INTERIOR ANGLES AND CORNERS, INSTALL 2 INCH WIDE CROS ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 ENERGY CONSERVATION CONSTRUCTION $3 INDICATES NEW THREE WAY SWIT WORK. NOTIFY OWNER AND CARMELHILL ARCHITECTS OF ALL CHANGES. POUNDS PER LINEAL IN :D, PERFORATED PAPER TAPE HAVING AN AVERAGE CROSS TENSILE STRENGTH OF 4 CODE OF NEW YORK STATE. IS PER LINEAL INCH. TAPE SHALL BE SMOOTHLY IMBEDDED IN JOINT CEMENT, BEDDIN INDICATES NEW DUPLEX OUTLET TREE WAY SWITCH SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 TYPE, WITH SUITABLE P NITH SUITABLE MACHINE APPLICATOR OR TOOLS. AFTER JOINTS HAVE THOROUGHLY I, EDWARD KOENIG, A LICENSED ARCHITECT IN NEW YORK STATE, FIRMLY ATTEST, WHEN MY JPLEX OUTLET EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING SERIES ELECTRODES AND A307 BOLTS WITH LOCK WASHERS, RESPECTIVELY. DRIED FOR 24 HOURS,, HIS WORK DURING DEMOLITION AND CONSTRUCTION AGAINST DAMAGE, BREAKAGE, AND BROAD, TAPERED AND FOR 24 HOURS, APPLY FINISH COAT OF TOPPING CEMENT TO ALL TAPED AREAS IN A OFFICIAL SEAL AND SIGNATURE ARE SHOWN ON THESE PLANS I AM AFIRMING, TO THE BEST OF FI INDICATES NEW DUPLEX G.F.I. OUT COLLAPSE, ACCORDING TO APPLICABLE CODES, STANDARDS, AND METHODS OF GOOD TERMITE PROTECTION SHALL BE BY METAL TERMITE SHIELD AS PER N.Y.S. CODE SECTION DIMPLES, MARS, AND S TAPERED AND FEATHERED BAND OF TOPPING CEMENT. FINISH COAT ALL SCREW MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THAT THESE CONSTRUCTION :S, MARS, AND SURFACE IMPERFECTIONS. AFTER 48 HOURS DRYING TIME, SAND ALL DRAWINGS, SPECIFICATIONS, AND ATTACHED RESCHECK CALCULATIONS, ARE IN COMPLIANCE INDICATES NEW CO-AXIAL CABLE T JPLEX G.F.I. OUTLET PRACTICE. R-342.1. JOINT AND DIMPLE ARE \ND DIMPLE AREAS WITH SMOOTH SANDPAPER. WITH THE 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE AND THE 2010 ENERGY TV GROUPED WITH TELEPHONE JACK. )-AXIAL CABLE T.V. JACK. WHEN SHOWN ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION. DEMOLITION NOTES PATCHING AND CLEANII NO AND CLEANING: DO ALL NECESSARY PATCHING AND REPAIRING OF THE DRYWALL NSERVATIO CONSTR CTION COD OF NEW Y RK STATE INTEGRAL TV CABLE JACK AND TEL :LEPHONE JACK, UTILIZE FACE PLATE WITH THESE PLANS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE AFTER OTHER WORKME OTHER WORKMEN HAVE FINISHED THEIR WORK. THOROUGHLY CLEAN UP AFTER WORK CLIM E4 - LK 57 ING E DA INDICATES NEW TELEPHONE JACK. E JACK AND TELEPHONE JACK. CONSULTING ARCHITECT. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE OF, CONTRACTOR SHALL VERIFY LOCATION OF ALL STRUCTURAL ELEMENTS PRIOR TO IS COMPLETED, AND RE PLETED, AND REMOVE ALL RUBBISH FROM THE PREMISES. p CABLE TV JACK, UTILIZE FACE PLA" :LEPHONE JACK. WHEN SHOWN GROUPED WITH AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, DEMOLITION AND NOTIFY THE HOME OWNER AND CARMELHILL ARCHITECTS OF ANY SEQUENCE, AND PROCEDURES OR FOR THE SAFETY PROGRAMS IN CONNECTION WITH THE CONDITIONS INCONSISTENT WITH THESE PLANS. TILE WORK: TILE, MARS JRK: TILE, MARBLE, SLATE, ETC. TO BE THOROUGHLY CLEANED WHEN WORK IS PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK, LATEST EDITION, JACK AND TELEPHONE JACK. "ILIZE FACE PLATE WITH INTEGRAL TV CABLE PROJECT. COMPLETED AND AGAIP ETED AND AGAIN AFTER OTHER SUBCONTRACTORS HAVE COMPLETED THEIR WORK. PROVIDED BY THE UNITED STATES DEPARTMENT OF OF ENERGY AS ALLOWED BY ENERGY )NE JACK. PROCEED WITH DEMOLITION FROM TOP TO BOTTOM. REMOVE EXISTING ROOF AS REQUIRED CONTRACTORS TO REP ACTORS TO REPLACE ALL DAMAGED OR DEFECTIVE WORK. ALL COLORS OF MATERIALS CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CHAPTER 1, SECTION 101.3.,1 O INDICATES NEW SURFACE MOUNTE IRFACE MOUNTED INCANDESCENT LIGHT SITE WORK NOTES FOR NEW ADDITION. DO NOT REMOVE ITEMS SUPPORTING OTHER ITEMS WITHOUT PROVIDING TO BE SELECTED BY O~ TEMPORARY OR PERMANENT BRACING AS REQUIRED. SELECTED BY OWNER F SELECTED BY OWNER. VARIEGATED COLOR SLATE AND QUARRY TILE SHALL BE AS FIXTURE -ED BY OWNER AND LAID WITH 112 INCH JOINTS. THERMAL AND MOISTURE PROTECTION GENERAL: THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE ® INDICATES NEW RECESSED INCANf DESSED INCANDESCENT LIGHT FIXTURE VIII CONSTRUCTION DRAWINGS. EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES INCLUDING N.F.P.A. PLUMBING NOTES WORKING AREA. THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON 241 FOR ALL DEMOLITION WORK. NO NOTES ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. INDICATES NEW WALL PENDANT MI SOLID UNDISTURBED EARTH. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. PERMITS AND REGULAT S AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FIXTURE 4LL PENDANT MOUNTED INCANDESCENT LIGHT CARPENTRY NOTES DRAWINGS, FLOOR PLA JGS, FLOOR PLANS, SCHEMATICS, AND INSPECTIONS AS REQUIRED BY STATE AND ALL INSULATION SHALL COMPLY WITH NEW YORK STATE RESIDENTIAL CODE SECTION R3120. CLEARING SITE AND REPAIR: ALL OBSTRUCTIONS TO THE PROGRESS OF THE WORK SHALL BE LOCAL CODES AND ALL REMOVED. PAVINGS, WALKS, CURBS, ETC., DAMAGED DURING CONSTRUCTION, SHALL BE ALL FRAMING LUMBER SHALL BE: AS SPECIFIED IN THE WOOD FRAMING NOTES AND EXISTS, THE WORK SHP CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. WHERE NO CODES ALL INSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER N.Y.S. CODE SECTION O INDICATES NEW CEILING MOUNTED i REPAIRED, EXISTING TREES WHICH ARE TO REMAIN SHALL BE SUITABLY BARRICADED TO CONSTRUCTION NOTES OF THE CONSTRUCTION DRAWINGS. SPECIES TO BE DOUGLAS FIR YORK STATE, RESIDENI THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW R320. CHANDELIER STATE, RESIDENTIAL CODE OF NEW YORK STATE, AND ALL APPLICABLE SUPPLEMENTS '.ILING MOUNTED PENDANT LIGHT FIXTURE OR PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. LARCH 42 Fb = 875 MINIMUM WITH ADJUSTMENT FACTORS AND E = 1,600,000 MINIMUM. ALL INCLUDING SOUTHERN ING SOUTHERN BUILDING CODE CONGRESS. ALL ROOFING SHALL COMPLY WITH SECTIONS R902, R903, R904, AND R905.2 OF THET INDICATES NEW TIMER SWITCH OPI WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL AND STRUCTURAL MEMBERS TOPSOIL REMOVAL: REMOVE ALL TOPSOIL OVER THE BUILDING AREA AND FOR A DISTANCE OF SUPPORTING PORCHES AND BALCONIES SHALL BE ACQ PRESSURE TREATED WOOD. ALL PLUMBING WORK S IER SWITCH OPERATED BATHROOM EXHAUST TEN (10) FEET BEYOND THE OUTSIDE WALLS. PLACE SAME IN A NEAT PILE ON THE LOT AS RESIDENTIAL CODE PAF IMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH NEW YORK STATE RESIDENTIAL CODE OF NEW YORK STATE. FAN VENTED TO EXTERIOR THROW NTIAL CODE PART VII, CHAPTER 25-32. ALL FLASHING SHALL COMPLY WITH SECTION R703.8 OF THE RESIDENTIAL CODE OF NEW YORK INDICATES NEW SMOKE DETECTOR TERIOR THROUGH ATTIC AND ROOF VENT DIRECTED. CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE IOKE DETECTOR WITH BATTERY BACK UP. ALL PERMITTED EXCEPT IN THE MIDDLE THIRD OF THE SPAN. NO STUD SHALL BE CUT MORE THAN SEWER AND WASTE PIP GRADING: THE CONTRACTOR SHALL BRING THE FINISH GRADES TO THE LINES SHOWN ON THE (A)25% OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: (B)40% OF ITS PVC PIPE. EXTERIOR SP AND WASTE PIPING: DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR STATE. SD SMOKE DETECTORS SHALL BE HAR 'E. EXTERIOR SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT AS PER RCNYS SECTION R317.1.1 i SHALL BE HARD WIRED AND INTERCONNECTED 2 4/6/11 Revised for final permit review DRAWINGS WITH STOCKPILED TOPSOIL. IF ADDITIONAL TOPSOIL IS REQUIRED, OR EXCESS DEPTH IN NON LOAD BEARING PARTITIONS. NO STUD SHALL BE BORED MORE THAN (A)40% OF CROCK WITH ALL JOINT WITH ALL JOINTS WELL CAULKED AND CEMENTED. ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.4 OF THE TION R317.1.1 TOPSOIL IS TO BE HAULED AWAY, THE OWNER MUST BE INFORMED BEFORE COMMENCEMENT THE STUD WIDTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: (8)60% OF THE STUD RESIDENTIAL CODE OF NEW YORK STATE. OT INDICATES NEW 12 VOLT PROGRAM VOLT PROGRAMMABLE THERMOSTAT 1 8/26/10 Issued for permit. OF WORK. WHEN THE WALLS ARE BUILT TO GRADE LINE, THE CONTRACTOR SHALL BACKFILL WIDTH IN NON LOAD BEARING PARTITIONS, ALL JOISTS TO BE SIZED TO WIDTH AND FRAAMED ON WASTE DRAINAGE SYSI AGAINST THEM AFTER PROPER BRACING AND WATERPROOFING. BACKFILL SHALL BE THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. HORIZONTAL DRAINAGE DRAINAGE SYSTEM: CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15# ASPHALTIC BUILDERS FELT IN O INDICATES NEW HARD WIRED CARE INTAL DRAINAGE RUN, AT EACH BRANCH CONNECTION (WHERE ACCESS IS AVAILABLE), ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CODE SECTION R703. PLATIC WRAP CM BATTERY BACKUP Mark Date Description WELL-PUDDLED, TAMPED AND FREE OF DEBRIS. AND AT THE BASE OF Al THE BASE OF ALL VERTICAL STACKS. VENTS SHALL BE INSTALLED THROUGHOUT AND "TYVEK" MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS RD WIRED CARBON MONOXIDE SENSOR WITH FURNISH AND INSTALL ALL GROUNDS AND/OR NAILERS OF SUFFICIENT SIZE TO ACCOMMODATE CONNECT TO THE VERT CT TO THE VERTICAL STACK(S) WHICH SHALL IN TURN BE EXTENDED THROUGH THE PER TABLE R702.3.5. INDICATES EXTERIOR MOTION SEW Issue/Revision Revised for final permit review. FOUNDATION EXCAVATION: EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON ALL SURFACE SHEET MATERIAL FOR NAILING WOOD BASE, TRIM, ETC., AND AS REQUIRED BY ROOF AND PROPERLY F THE DRAWINGS. SAME TO BE MADE 18 INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN OTHER TRADES. PROVIDE ALL FURRING AND BLOCKING AS REQUIRED FOR ARCHITECTURAL FOR DISPOSAL OF WAS NO PROPERLY FLASHED. ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FLOOD LIGHT FIXTURE 3POSAL OF WASTE TO THE PUBLIC SEWER. WHEN THE PUBLIC SEWER IS HIGHER THAN ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, IR MOTION SENSOR CONTROLED DUAL BEAM Project ID KOENIG EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, FEATURES. THE MAIN HOUSE DRAIN IN HOUSE DRAIN, A SUMP PUMP SHALL BE PROVIDED. PROVIDE FLOOR DRAINS WITH WEATHERSTRIPPED, OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND RE CAD File Name KOENIG10FINAL.vwX WATERPROOFING, DRAIN TILE, ETC.. TRAPS AS SHOWN IN TI- 45 SHOWN IN THE WORKING DRAWINGS. WINDOWS, DOORS, HVAC DUCTWORK, PLUMBING PIPE, ELECTRICAL PENETRATIONS, ETC. \1 INDICATES CEILING MOUNTED LIGH' Drawn By E KOENIG SUBFLOORS: SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY NAILED TO JOISTS WITH JOINTS STAGGERED TWO JOIST SPACES MINIMUM ((IT IS WATER SUPPLY SYSTEP SUPPLY SYSTEM: PROVIDE A 1" MINIMUM UNDERGROUND COPPER SUPPLY, LOCATED RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN THE MOUNTED LIGHT FAN WITH LIGHT FIXTURE Checked By E KOENIG GRAVEL AT N-0" BELOW GRADE FOUNDATION BEARING LEVEL. LOAD BEARING CAPACITY IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR JOISTS TO BELOW FROST LINE, FR FROST LINE, FROM THE PUBLIC WATER MAIN INTO THE HOUSE. FROM METER,CARRY INSIDE OF THE FIXTURE AND CEILING CAVITY, OR TYPE IC OR NON-IC RATED AND INSTALLIED IN INDICATES NEW TIMER SWITCH OPE Issue Dale 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE RESIDENTIAL BUILDING CODE MINIMIZE FLOOR SQUEAKS). 3/4" MAIN TO KITCHEN, L N TO KITCHEN, LAUNDRY, BATH, AND WASHROOM FIXTURES WITH 112" BRANCHES TO A SEALED BOX CONSTRUCTED FROM 1/2" GYPSUM BOARD, OR TYPE IC RATED,TESTED, AIND ® FAN VENTED TO EXTERIOR THROUC IER SWITCH OPERATED BATHROOM EXHAUST Plot Date: OF NEW YORK STATE. FIXTURES AS REQUIRE[ STAIRS: STAIRS TO BE A MINIMUM OF 36" WIDE. STAIRS TO HAVE 5/4 INCH STRINGERS, 1-1116 BIBBS. FROM WATER HE -S AS REQUIRED. CARRY 3/4" BRANCH TOP WATER HEATER AND 314" LINES TO HOSE LABELED AS TO BEING "AIR TIGHT". 50 CFM AS PER RCNYS R303.3 ;ROM WATER HEATER, CARRY 3/4" SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS rERIORTHROUGH ATTIC AND ROOF VENT Reviewed by E KOENIG CONCRETE NOTES INCH TREADS, AND'/.INCH RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 8-114" AND THE REQUIRED. ALL HOT ANI ED. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE "L" COPPER. PROVIDE HOSE VAPOR RETARDERS (WITH A MAXIMUM PER RATING OF 1.0) MUST BE INSTALLED ON THE "WARM IYS R303.3 Designed by E KOENIG MINIMUM TREAD DEPTH SHALL BE 9". THE NOSING ON STAIRS WITH SOLID RISERS SHALL BE BIBBS AS SPECIFIED IN CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL BUILDING CODES 1-1/8". TREADS AND RISERS TO BE HOUSED INTO STRINGERS, GLUED AND WEDGED SOLID. ALL OF SYSTEM, AT FIXTURE S SPECIFIED IN THE WORKING DRAWINGS. PROVIDE SHUT OFF VALVES AT ENTRANCE IN WINTER" SIDE OF ALL NON VENTED FRAMED CEILINGS, WALLS, AND FLOORS. WHERE FOIL submitted By E KOENIG INCLUDING CHAPTER 4 OF THE RESIDENTIAL CODE OF NEW YORK STATE. STAIRS, RAILINGS, AND LANDINGS SHALL COMPLY WITH N.Y.S. CODE SECTION R312, 314, AND TEM, AT FIXTURES, AND AT HOSE BIBB BRANCHES. FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE SEALED AND Drawing ,Is Drawin Code R315. WATER HEATER -INSTAI HEATER- INSTALL 30 GALLON WATER HEATER TO COMPLY WITH SECTIONS P501.4, TAPED. ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1(2), R404.1.1(3), AND P502.4, P503.1, P504.4.1, R404.1.1(4) OF THE RESIDENTIAL CODE OF NEW YORK STATE. HARDWARE: FURNISH ALL ROUGH HARDWARE NECESSARY TO COMPLETE JOB. ALL WALL RM2005.1, RM2005.2 OF I P503.1, P504.4.1, P504.6.1, P504.7, P606.1(8) OF THE PLUMBING CODE OF NEW YORK AND SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES, UNINSULATED BASEMIENTS, Architect's Seal BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS, AND BEARING PLATES UNLESS .1, RM2005.2 OF THE RESIDENTIAL CODE OF NEW YORK. ATTICS, AND FRAMED WALL CAVITIES MUST BE INSULATED TO R-6.5. DUCTWORK LOCATED ON CONCRETE STRENGTHS: ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R402.2 OF OTHERWISE NOTED. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, FURNISH AND INSTALL A H AND INSTALL ANY NECESSARY SAFETY CONTROLS, DEVICES,OR AUTOMATIC THE EXTERIOR OF THE BUILDING MUST BE INSULATED TO R-8. THE RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE TECO U-GRIPE 18 GA. GALVANIZED STEEL JOIST AND BEAM HANGERS. BLOWOFFS REQUIRED B FFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS. GAS AND OIL ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED WITIH BURNING HEATERS BHA' CONCRETE WORK: ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS, FLOORS, ALL ROOF AND WALL PLYWOOD PANELS SHALL MEET THE REQUIREMENTS OF THE LATEST FLUE IN MASONRY CHIM G HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY TILE WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED FABRIC OR APPROVEID MASONRY CHIMNEY. TAPES. STANDARD DUCT TAPE IS NOT PERMITTED. WALLS, TERRACES, OR DRIVES SHALL BE THAT DEFINED AS MINIMUM 3500 PSI AIR-ENTRAINED EDITION OF THE U.S. PRODUCT STANDARD PS-1, AND SHALL BE IDENTIFIED WITH THE D ARn CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD GAS PIPING: ALL GAS PIP SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF SUBFLOOR PANELS SHALL BE SAME AS ABOVE AND SHALL MEET THE REQUIREMENTS OF THE LOCATIONS AS REQUIRE 'ING: ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS. CONNECT TO WATER HEATERS WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET OF ~5~¢aERlci~n c`r, 3500 PSI AT 28 DAYS AND REINFORCED WITH W.W.F. #6 10 X 10 UNLESS OTHERWISE NOTED ON LATEST EDITIONS OF THE U.S. PRODUCTS STANDARD PS-1, AND SHALL BE IDENTIFIED WITH DNS AS REQUIRED BY GAS BURNING FIXTURES, THE WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF PLANS. CEMENT SHALL BE FIRST CLASS APPROVED BRAND PORTLAND CEMENT. FINE THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. FIXTURES: FURNISH AN[ :S: FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE A CIRCULATING SYSTEM. TYPICAL METHODS USED FOR CREATING HEAT TRAPS ARE "U" OIR AGGREGATE SHALL BE CLEAN, SHARP SAND. COARSE AGGREGATE SHALL BE HARD, CLEAN, WORKING DRAWINGS AP WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE. MIXING SHALL BE DONE IN A DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS. PROVIDE FIRESTOPPING AND) COMPLETE LIST IN THIS IS DRAWINGS AND REQUIRED BY INSTALLATION AND SELECTED BY OWNER. INCLUDE "RAMS HORN" BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE BATCH-MACHINE MIXER OR MOBILE TRUCK MIXER UNTIL THE CEMENT IS THOROUGHLY AROUND ALL OPENINGS AS REQUIRED BY CODE. PROVIDE AT LEAST DOUBLE JOISTS AND :TE LIST IN THIS SPECIFICATION. NIPPLES WITH INTEGRAL TRAPS, 'p, 02Td~"c~`'4- DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH SLUMP. PROVIDE HEADERS AT WATER CLOSET DRAINS, BATHTUBS, AND ALL VENT AND MECHANICAL OPENINGS TESTS: BEFORE COVERI 3EFORE COVERING PIPES, THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR MORE FORE COOLING. THERMOSTATS FOR BOTH EXPANSION STRIPS WHERE NECESSARY. ALL CONCRETE FORMS TO BE SPRAYED WITH WATER 2'-0" OR MORE IN WIDTH, UNLESS OTHERWISE SHOWN ON DRAWING. LBS. PRESSURE. BASED OIL MIXTURE RELEASE AGENT. OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE ESSURE. HEATING AND COOLING MUST HAVE A DEADBAND (TEMPERATURE RANGE WHERE NO HEATING y eotNell DAMAGING TO CONCRETE MIX. PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS. MAXIMUM SPACE BETWEEN CLEANING AND PROTEC IS AND PROTECTION: ALL FIXTURES AND TRIM SHALL BE PROTECTED, ALL FIXTURES OR COOLING TAKES PLACE) OF AT LEAST 5 DEGREES F. HEAT PUMPS REQUIRE A THERMOISTAT ROWS OF BRIDGING AND SUPPORTS SHALL BE V-0". AND FITTINGS CLEANED, TINGS CLEANED, AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CAPABLE OF PREVENTING BACK-UP HEAT FROM OPERATING WHEN THE HEATING FOOTINGS AND PADS: FOOTING WIDTHS SHALL COMPLY WITH TABLE R403.1 OF THE CONDITION DURING CON RESIDENTIAL CODE OF NEW YORK STATE. FOOTINGS SHALL BE PLACED AT A DEPTH TO ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE ON DURING CONSTRUCTION. REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. CONFORM TO ALL FEDERAL, STATE, AND LOCAL BUILDING CODES. FOOTINGS AND PADS SHALL BUILDING CODE AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE HOT WATER PIPING BHA TER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN ACCORDANCE INSULATION: FURNISH AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BE FOUNDED ON FIRM. UNDISTURBED. NATIVE. FREE DRAINING SOIL. CONDITIONS FOUND TO I I IMRFR AND ITS FARTFNINr.q I I IMRFR IC T/\\ I RP FI IRIJI.RIJFn ANn NCTAi Mn nnUMI CT=,AATU WITH gPrTinN N1lnA F r rMnN mi ind 9 nP THE PrMVC R-VALUES ON INSULATION SHALL COMPLY WITH STATE AND LOCAL ENERGY CODES. GLAZED OPENING PROTECTION RECUR -ECTION REOUIRFMPMTC Pna 1 ff~r i WNW BE OTHERWISE SHALL BE REPORTED TO OWNER. SIZES OF FOOTINGS AND PADS ARE TO BE AS ALL FASTENINGS, ANCHORS, BLOCKING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE CONSTRUCTION IN WIND BORNE DEBRIS D BORNE DEBRIS AREAS ~.+t1I'SIVI CrIrI`IIhL, - - SHOWN IN THE WORKING DRAWINGS, REINFORCEMENT BARS, IF SHOWN IN THE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND ALL MECHANICAL SYSTE ;HANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE MIN. 2" X 36" CONSTRUCTION DRAWINGS, SHALL BE RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND CONNECTORS, STEEL N1103.5 OF THE RCNY. FOR #5 BARS AND SMALLER AND 2" FOR 46 BARS AND LARGER TO SURFACE OF CONCRETE IN BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN OF THE RCNY. PERIMETER RIGID FOAM INSULATION BOARD "FOAMULAR 150" AS MFG'D. BY OW ENS CORNING ALL PROPOSED WINDOW AND GLAZED L SHALL E PROTECTED WITH PRECUT PL NAND GLAZED DOOR OPENINGS ARCHITECTS NITH PRECUT PLYWOOD PANELS AS CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS. CONCRETE CAST AGAINST AND ACCORDANCE WITH N.Y.S. CODE REQUIREMENTS. HVAC NOTES )TES PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY DESCRIBED BELOW. PERMANENTLY IN CONTACT WITH THE EARTH SHALL MAINTAIN 3" COVERAGE. FOOTINGS SHALL - IN INSULATION FOAM. BEAR ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF (1) ONE TON PER ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS GENERAL, THE HEATING SQUARE FOOT, UNDISTURBED VIRGIN SOIL. ANCHORED TO CONCRETE BASE. ALL POSTS RESTING ON TOP OF STEEL BEAMS SHALL HAVE CONFORMANCE WITH LC L. THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN Amendment to drawings for compllance with IL. THE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE T ROOFING SHINGLES FURNISH ASPHALT SHINGLES IN COMPLAINCE WITH SECTION R905.2.4 New York Slate Section R613 4 Wnd-Boma ,r compliance Residential Code of with 313 4 W nd-Rome me Debris protection CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM. BEARING PLATES THE CONTRACT. THE CO JTRACT. THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE WITH THE WITH SELF SEALING STRIPS OR INTERLOCKING. ALL ROOF SHINGLES TO COMPLY WITH ASTM D B SYSTEM. ALL WORKMANSHIP SHALL BE L THE BEST QUALITY AND DONE BY 225'OR D 3462. SHINGLES TO BE SELECTED BY OWNER AND INSTALL STRICTLY IN ACCORDANCE R613.4 Wind-borne debris protection,. CONCRETE FLOORS: CONCRETE FLOORS SHALL BE 41NCHES THICK UNLESS OTHERWISE AND MOISTURE BARRIER SHALL BE PROVIDED. EXISTING SYSTEM. ALL V bris protection. Protection ofexlerior 40 NOTED ON THE PLANS, WITH A MONOLITHIC FINISH AND TROWELED TO A HARD SMOOTH MECHANICS SKILLED IN - SURFACE. PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN ON CONSTRUCTION DOORS. WINDOWS. & GLASS NOTES THE . ORKMANS WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS. SELF SEALING ASPHALT ROOF windows and glass doors in buildings I TICS SKILLED IN SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR prone regions from wind-borne debris si Ins in buildings located in hurricane- - DRAWINGS. SIZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN IN THE WORKING PERMITS AND REGULATI I AND REGULATIONS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, AS PER THE MANUFACTURERS REQUIREMENTS, WHICHEVER IS GREATER, with Section R301.2.1.2. d-borne debris shall be in accordance r DRAWINGS. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE COMPACTED IN EXTERIOR DOOR FRAMES: MATERIAL SHALL BE THE SAME AS SPECIFIED FOR EXTERIOR TTRIM. DRAWINGS, FLOOR PLAN GS, FLOOR PLANS, SCHEMATICS, AND INSPECTIONS AS REQUIRED BY STATE AND ROOFING FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, LAYERS. RABBET JAMES 1-3/4 INCHES TO RECEIVE DOORS AS SCHEDULED IN THE CONSTRUCTION I LOCAL CODES AND ALL 4 DRAWINGS. WHERE SHOWN, SIDELIGHTS SHALL BE INTEGRAL WITH DOOR FRAME. DOOR EXISTS, THE WORK SHAL ODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. WHERE NO CODES STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE SHANK WITH A R301.2.1.2 Internal ressure. Windy THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW p ressure. Windows in buildings to- GRAVEL FILL UNDER FLOOR SLAB: LAY A 1 INCH BED OF FINE GRAVEL ON TOP OF A 3 INCH BED FRAMES SHALL BE SUITABLE DEPTH FOR WALL FRAMING AND INTERIOR FINISH. YORK STATE, RESIDENTI. "ATE, RESIDENTIAL CODE OF NEW YORK STATE, AND ALL APPLICABLE SUPPLEMENTS MINIMUM 3 DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE opted in wind-borne From debris regions debris regions shall have glazed www.CARMELHILL.com OF CRUSHED STONE OVER AREA OF HOUSE AND GARAGE. SAME TO BE RAKED LEVEL AND INCLUDING SOUTHERN B VG SOUTHERN BUILDING CODE CONGRESS, ROOFING MATERIALS AND 3/ MINIMUM OF F 3/4FA INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE openings protected ffnm wind-borne c in wind-borne debris or the build- MACHINE COMPACTED. LAY ONE LAYER OF 6 MIL POLYETHYLENE VAPOR BARRIER APPROVED EXTERIOR GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION FOR USE WITH CONCRETE ON GRAVEL FILL AT LIVING AREAS. BARRIER TO BE LAPPED 4 R-613 OF THE RCNYS. MECHANICAL SYSTEMS E IICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH NEWYORK STATE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. ing shall be designed as apartiailyenclr a partially enclosed building lilac, INCHES AT ALL JOINTS AND FOLDED UP AT EXTERIOR EDGES OF SLAB. RESIDENTIAL CODE PAW & VI. E CHAPTERS 12 -24. cordance with the Building Code o ITIAL CODE PARTS V L hiding Code pf New York Sim , Architecture Firm EXTERIOR DOORS ARE TO BE THERMA TRU OR STANLEY AS SELECTED BY OWNER. WINDOWS SHEET METAL WORK: FURNISH AND INSTALL ALL LABOR AND MATERIAL NECESSARY TO MAKE Glazed opening protection for wind-' fthfor wind-borne debris shall CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER (7) DAY CONCRETE ARE TO BE MANUFACTURED BY ANDERSEN WITH LOW "E" GLASS. INTERIOR DOORS ARE TO HEATING SYSTEM: INSTA CURE TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING MATCH EXISTING. FINISH HARDWARE: FURNISH ALL FINISH HARDWARE NECESSARY TO SYSTEM TO BE EQUIPPEI I SYSTEM: INSTALL FORCED HOT AIR HEATING SYSTEM WITH CENTRAL A/C OPTION. WATERTIGHT ALL FLASHING, VALLEYS, CHIMNEY SADDLES, RIDGES, CONDUCTORS, ETC.. ALL meet the re uirements ofthe Large Mh TO BE EQUIPPED WITH VARIABLE HUMIDITY CONTROLS. GALVANIZED STEEL USED SHALL BE NO. 2e GAUGE. ALL ALUMINUM USED SHALL BE 0032 INCH 9 o te Large Missile Test of gSTM CARMELHILL ARCHITECTS THE WALLS AND BASEMENT WALL WATER PROOFING/MEMBRANE. BRACE WALLS ARE COMPLETE THE JOB. MINIMUM. ALL COPPER USED SHALL BE 16 OUNCE HARD COPPER MINIMUM. WHEREVER E 1996 and of ASTM E 1886 refOrenc E 1886 referenced therein. EDWARD KOENIG - R.A., N.C.A.R.B. REQUIRED. DO NOT BACKFILL BEFORE BASEMENT CEILING JOISTS/FIRST FLOOR JOISTS ARE THE HVAC CONTRACTOR ,C CONTRACTOR SHALL SIZE THE HEATING AND AIR CONDITIONING EQUIPMENT IN POSSIBLE, ALL WORK SHALL BE PREFABRICATED IN THE SHOP AND INSTALLED WITH AS FEW trttctural panels with a minimum 16 William Avenue INSTALLED, THE HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE! B CONFORMANCE WITH TH FOR A MEAN ROOF HEIGHT OF 25 FROM TABLE R301.2(3). CONDITIONING CONTRAC '.NANCE WITH THE STANDARDS PUBLISHED BY MANUAL J, PUBLISHED BY THE AIR FIELD SOLDERING JOINTS AS POSSIBLE. PAINT ALL GALVANIZED WORK WITH ONE COAT OF Exception: Wood structural panels DINING CONTRACTORS OF AMERICA (ACCA). RUST INHIBITING OIL TYPE CLEAR METAL PRIMER BEFORE INSTALLATION. thickness Of 7/16 inch (111. 1 non) not It (11. 1 min) and a maximum span East Islip, NY 11730-2305 ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERME131ATE GRADE DEFORMED BARS GUTTERS: ALL GUTTERS TO BE 12 GIRTH AS DETAILED, SECURED EVERY 32 INCHES WITH of 8 feet in one, man) shall be pem 1) shall be permitted fur opening 631-277-3337 CONFORMING TO ASTM A615, A616, A617, OR A706 AND ASTM A185 AND A82. THE EXTERIOR WINO DESIGN PRESSURE FOR WINDOWS IN: HEATING AND AIR-CONDI' i ANDAIR-CONDITIONING HEATING, VENTILATING, AND AIR-CONDITIONING MALLEABLE IRON HANGERS be precut to and two-story ol SHALL HALL B BE DESIGNED FOR FOR LOCAL LOCAL WEATHER CONDITIONS IN ACCORDANCE WITH THE be precut to cover the glazed glazed openrenin dtwo-story buildings. Panels shall Web Page: www.CARMELHILL.com WALL ZONE 4 = 18.51-20.4 SYSTEM SHALL BE DESIC JOINT REINFORCEMENT, ANCHOR TIES, AND WIRE FABRIC SHALL CONFORM TO THE WALL ZONE 5 =19.51-24.6 DESIGN PRACTICE RECO PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF HEATING, REFRIGERATING, CAULKING: ALL EXTERIOR DOOR AND WINDOW FRAMES SET IN MASONRY AND ALL OTHER TRIM hardware provided. Attachments sh e glazed openings with attachment Email: EKoenig@CARMELHILLcom FOLLOWING STANDARDS: ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND AND AIR-CONDITIONING E CONDITIONING ENGINEERS, AND SHALL CONFORM TO THE RULES AND REGULATIONS INTERSECTIONS OF ALL DISSIMILAR MATERIALS SHALL BE CAULKED WITH THE BEST GRADE accordance with Table R301.2.1.2 o Attachments shall be provided in TIES; ASTM A 36 FOR STEEL PLATE, HEADED AND BENT BAR ANCHORS; AND ASTM A 366 FOR WEATHERSTRIPPING: FURNISH AND INSTALL SPRING BRONZE WEATHERSTRIPS COMPLETTE OF THE NATIONAL BOAR[ SHEET METAL ANCHORS AND TIES. WITH INTERLOCKING SILLS FOR ALL EXTERIOR DOORS WHEN WEATHERSTRIPPING IS NOTE STATE CODES. JATIONAL BOARD OF FIRE UNDERWRITERS AND ANY AND ALL GOVERNING LOCAL AND NON-HARDENING, NONOSTAINING ELASTIC COMPOUND AND APPLIED AS SOON AFTER ODES. to resist the components and cladding Ile R301.2.1.2 orshall be designed ms and cladding loads determined Project Title FURNISHED BY THE MANUFACTURER. INSTALLATION OF SURROUNDING WORK AS POSSIBLE. in accordance With due provisions of he provisions of the Building Code Koenig Residence GALVANIZED METAL ACCESSORIES: METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT THE MINIMUM INSULATIOI IMUM INSULATION THICKNESS FOR HVAC PIPING SHALL BE IN ACCORDANCE WITH BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL ROOF, CHIMNEYS, of New York Stale, DIRECTLY EXPOSED TO WEATHER SHALL CONFORM TO ASTM A 153, CLASS B-2. METAL WINDOWS SHALL BE OF SIZE/TYPE NOTED AND SHALL BE COMPLETE WITH INSULATED GLASS, SECTION N1103.5 OF THE STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND CONFORM WITH GRILLES, AND SCREENS. EXTERIOR DOORS SHALL BE INSULATED AND WEATHERSTRIPPE[D. N1103.5 OF THE RCNY. WINDOWS, DOORS, ETC.). 610 JACKSONS LANDING ASTM A 641, CLASS 1. METAL PLATES, CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED ALL CLOTHES DRYERS AI 1HES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH G2437 AND RM1501 OF IXnLC HAII.L.'r.L DIRECTLY TO THE EXTERIOR WEATHER ARE TO STAINLESS STEEL, HOT DIPPED GALVANIZED ALL GLAZING IN DOORS, FIXED SIDE PANELS, ADJOINING DOORS, AND SHOWER STALL SHRALL THE RCNY. Y. WIND-BORNE DEBRIS PROTECTION FAE 131-11 MATTITUCK, NY 11952-2055 Hsal.L. ROTECTION'LLFASTENItZSCHEDULE 631-864-7418 AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO FORM A ZINC COATING NOT LESS BE SHATTER PROOF GLASS AND SHALL BE PERMANENTLY AND LEGIBLY MARKED. THAN 1 OZ PER SQ.FT. OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER ALL BATHROOMS ARE TO FOR WOOD STRUCTURAL PAP iROOMS ARE TO BE VENTED AS PER R303.3 OF THE RCNY. FASTENER 8 I'RUCTURAL PANELS. d SQ.FT. OF STEEL CONFORMING TO ASTM 90. ALL DOORS, OPENINGS, AND WNDOWS TO BE SET WITH TOP AT 6'-10 1/2" A.F.F. UNLESS FASTENER SPACING OTHERWISE NOTED. ALL WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THEE ELECTRICAL NOTES CAL NOTES 4 fool 4 fool a foor am < panel span < panel span DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO MANUFACTURER'S INSTALLATION GUIDELINES AND IN COMPLIANCE WITH SECTION R813.51 AND REQUIREMENTS OF THE LATEST ACI BUILDING CODE, ACI 318 AND MANUAL ACI 315. SECTION R613.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE. GENERAL: THE ELECTRIC FFA' STENER Panelspen < panels TYPE s 4 fact s 6 to. L: THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WORK TO COMPLY WITH ALL at s6tooI saroat Sheet Title LAWS APPLYING TO ELEC PLYING TO ELECTRICAL INSTALLATIONS IN EFFECT IN THE LOCAL COMMUNITY. THE d6 ] 6" 12". MASONRY NOTES FINISHES NOTES WORK SHALL CONFORM 1 ELECTRICAL CODE AND T BALL CONFORM WITH THE REGULATIONS OF THE LATEST EDITION OF THE NATIONAL d screws CAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA. ALL 21/=„ 08 12" 9" MATERIALS ALL CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C 90 AND ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH NEW YORK STATE MATERIALS SHALL BE NE LS SHALL BE NEW AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE Wood screws 16" 16" TITLE SHEET 2 16" 12" HAVE A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S RESIDENTIAL CODE SECTION R319. UNDERWRITERS LABORA IRITERS LABORATORIES, INC., AND AT THE COMPLETION OF THE WORK, EVIDENCE MORTAR OR A MINIMUM NET AREA COMPRESSIVE STRENGTH PF 2150 PSI WHEN USING TYPE N SHALL BE FURNISHED SH FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. For SI: 1 inch - 25.4 mm, I foot = 304.8 nn I foot = 304.8 mm, I pound = 0,454 kg, MORTAR. ALL MORTAR TO BE TYPE M, S, OR N IN ACCORDANCE WITH ASTM C 270. ALL GROUT ALL INTERIOR FINISHES SHALL BE IN COMPLIANCE WITH NEW YORK STATE RESIDENTIAL CODE SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11"SLUMP AND SECTION R702. PERMITS AND REGULATK I mile per hour= 1,609 km1h. AND REGULATIONS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, a. This table is based on 110 mplr wind speeds and a l9 k4Mt. A HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN DRAWINGS, FLOOR PLAN, JS, FLOOR PLANS, SCHEMATICS, AND INSPECTIONS AS REQUIRED BY STATE AND h wind speeds and a 334oot mean morheighl. TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF THE LOCAL CODES AND ALL N DOES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. WHERE NO CODES b, Fasteners shell be Installed al opposing ends oFl HE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW c. Nails shall be I Od common or 72d box nails. (opposing ends of the wood structural panel. Drawing No. n 12d be...its. RESIDENTIAL CODE OF NEW YORK STATE. EXISTS, THE WORK SHALT ALL WALLS TO BE PLUMB, LEVEL, AND OUT OF WIND. YORK STATE, RESIDENTI/ ATE, RESIDENTIAL CODE OF NEW YORK STATE, AND ALL APPLICABLE SUPPLEMENTS d. Where screws are attached to maspmy or map to miserly or masonry/aucco, they shall be INCLUDING SOUTHERN Bt IG SOUTHERN BUILDING CODE CONGRESS. Attached utilising vibration-o4haam anchors he xsistept anchors having a minimum ultimate withdrawal capacity of 490 pounds, rounds, H LI of 113 1 2 A-8 q-6 19x.2•' 9'-11" 9'-11" 1'-8" 16,-6„ 0„ o" 4"X 4" P.T. POST OVER 8" DIA. r - POURED CONCRETE PIER OVER -J _ - _ _ - ~ - _ _EAM - - -L®~ 1'4" % 1'4" X 10" POURED - (2] 2 X iG':P,T BEAM rr7 2 2 X10' P.T. B 6" X 8" P.T. POST OVER 12" DIA. CONCRETE PAD BEARING ON POURED CONCRETE PIER OVER VIRGN SOIL 1"4"X 1'4"X 10" POURED m 2 X 9 PRESSURE TREATED LEDGER BEAM CONCRETE PAD BEARING ON O °o BOLTED TO EXISTING STRUCTURE WITH 1/2" VIRGIN SOIL OJ = DIA. GALV. BOLTS @ 1'4" O.C. "STAGGERED" LL m 57'-3" r- (2) 2 X 12" P T. BEAM r-~ r-0 r; am xN 9'-11„ IY 14-6„ 8-B L-.11 14'-1 K I <V I n I I I v I ~ I l I I II 1 1 _ I . I I I STEEL INTEL . I STE L LINTEL STEEL LINTEL STEEL LINTEL I I I I I I I I I I 4 I ~ I I I it I I I I I I I I I I I I I I I 4 I I I I I I I I I I o L^iN m I I I I I , I _k I I I :.I I-I Ig I I I I I I • i m J I I I ' I I I a m L/R 19 Ilk p N I I A-9 ! -~---MICR L 2)-1-3ra"x1 -_71'--i-- m - -I-'-. PROPOSED MICROLAM BF,AM L O o ~lu~ml 1 I 6/11 Revised for final permit review I I LL -i-' CELLAR xis I I A-s 1 8/26/10 Issued for permit. I ' I ~ to Mark Date Description I I I I m I` 9'-711 a 9r 1:, h 7'-2" 7'-2" 7'-2" NIA 16,-6„ I I I I Issue/Revislon Revised for final Permit review. I I I N Project ID KOENIG I I I I X 11.7/8" MI - -I CAD File Name KOENIG 10 FINAL.vwx I I I L I ~MICROROLALANI BEAM T ~ ) I I I , I I Drawn By EKOENIG I I Checked By E KOENIG m I I I I Issue Date: I ' I I I I v I I 6,.7"; 9,-1„ -v 2- 7'-1„ 9,-,T„ 19,-6" I I Plot Date: I I I Reviewed by E KOENIG I''I I I .'I r __J --U I "vm Designed by E KOENIG I I O I I r~.mcROClcrtTeEAtar--T . I submitted By E KOENIG I I j Drawing Code DfaWln Code I I I .L--- I iv I I I i6"X 18" POURED CONCRETE FOOTING -I4 I 3500 FPSI AT 28 DAYS MIN. WITH(2)#5 I _ I I I MICR I MICROLAM BEPM I I I I REBAIR BEARING ON UNDISTURBED ' Architect's Seal I' I I I ' I m I I VIRGIIN SOIL. REBAR CONCRETE I ti L-L1_LJ~ .z~ COVE RAGE TO BE 3" MIN.. I - I I I I I p o o r- ~t I I I I I I I I > I „ `r° v o i- di~ r FOUNIDATION WALL- 8" POURED I I I I I I p .F CONCRETE FOUNDATION WALL 3500 P31 r- m I I I I I AT 28 DAYS MIN. WITH #5 REBAR I II I I N I b I m F I+ I WHORONTAL AT TOP OF FOUNDATION ALL LCONTINUOUS AT CORNERS. O L I r aED AR j I ~S~FeRICM/~. II VERTIICAL REBAR COMPLYING WITH I I I I o IT TABLE R404.1.1(2) OF THE RCNYS I I I I ~ )r ;gym ll th I - I I I o _ry ____________r-- Tt o PROPOSED I I rimo i - UNEXCAVATED II I .moo of N ee'I I I I 3`lD 'm I I' I 20,_0" -I N- 1fi:-6„ I 9,,3„ 9'-3„ ~ I I I I _1----------------------- II j 1001 I. .r..:.....,,.~ I I 4" POURED CONCRETE FLOOR SLAB F m -_-_____1'3"X1'3"X 8" - I WITH B' X 6" W1.4 X W1.4 W.W.F. OV 4" COMPACTED CRUSHED GRAVEL. i~ I I I W - I PITCH FLOOR SLAB I/e"PERFOOT ~ I PO RED CONCRETE ~ I --CARMELWIf 1 SOIL] J v VIRGIN I ARCHITECTS 1. i I I j I I I I I I I I I I I I I L- L------ ` . 9'9"MAS NRY OPENIING "MASONRY OPENING 1' r----- ~r------ 61, O.C. T - T 8" DIA. POURED CONCR TE PIER 3'-O" -I -I--.-- DEEP MIN., BEARING ON tit 2"XB" _(2 XY~__ UNDISTURBED VIRGINS IL 009-il P.T:~P.'M1i1 -PEEA101 www.CARMELHILL.com 14` " 4'-3" 5'-5" Architecture Firm 57'-3" CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 1 p 16 William Avenue A-8 q.8 East Islip, NY 11730-2305 631-277-3337 FO , DATION QATION PLAN Web Page: www.CARMELHILL.com SCAL 1/4 = 1'-0" ,1.4. Email: EKoenig@CARMELHILL.com ~$5~ Project Title 04- Koeniq Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 Sheet Title FOUNDATION PLAN Drawing No. A-3 of 13 1 )5r- 18--6" 61-9" 8^'.10" 61-9" 7-0" 15'_8" o^ GG°GG G°'. - IF 'g- 36" HIGH RAILING WITH VERTICAL " rR~P'f. DECKING OVER3' 2" X 9" PRESSURE TREATED PROPOSED ° LEDGER BEAM BOLTED TO SPINDLES (MAX. CLEAR OPENING P.T. FLOOR JOISTS (d 16" O .C ° EXISTING STRUCTURE WITH 1/2" NOTTO EXCEED 4 SPACED WITH ONE 12d NAII ° DEC ° DIA. GALV. BOLTS @ 1'-6" O.C. "STAGGERED" 9411 o ~ 0 r - m 1 m - t m 9- 9'-3.. 14'-6.. O 10•-6.. 3,4„ 4" ° a O I HDU5.6EE - - 01-5. SEE DTL. 6/A-11 G I nLL 1 DTL. 6/A-11 I ° I LL Q-1 314 11-7EZl I MICROLAM HDR. - m d e 03 04 05 0 0 lV ~ C 1 T-10" 2 3' 18'-10" iv (V 10 X 0 N v (PROPOSED N EATING AREA PROPOSED ~Y PROPOSED GUEST 0 ' GREAT ROOM 6 BEDROOM#1 m N U , 11 I s-- I I I ~ 11 0 fL O N i io o N 1 X in r N p 0' 1 t 2 4/6111 Revised for final permit review A-9 N ~ A-g 1 8/26/10 Issued for permit. 1" (11 lAF v ` N O 2 H :;e Mark Date Description L. ~R PROPOSED \ LY Issue/Revision Revised for final permit review. m KITCHEN Project lD KOENIG CAD File Name KOENIG 10 FINAL.vwx I~ Drawn By E KOENIG o 11 7/e MICROLAM 3 HEADER 1 , ,3 - i . PROPOSED Checked By EKOENIG ro - r ~ LINE ~IaFF ~ BATH#2 ®o Issue Date: X 6 0 N Plat Date: !V ~ i ~i' • o Reviewed by E KOENIG Designed by EKOENIG GFI GFI O O GFI FI Submitted By E KOENIG 1 "AFF 4T' FF O 1T'AFF 0 I ,I I I I 66 Drawing Code Drawing Code 17 (O 17 - 14 , RI -1 "MAX.` Ti 0-U 8" MIN. ` PROPOS~yD NOTE: GARAGE WALLS AND Architect's Seal 2)1-, 4" X 11-7/ CR LAM HD R. CEILINGS TO RECEIVE 5/8" 1- 4" X 1HDR 1-7/ . BATH#1 ' i6 N N BCR LAM ' - ` TYPE "X" GYPSUM BOARD 3' U - - x C O ® O I is X iV PROPOSb O POSTX 4"' I v y-. PROPOSED 5)2"X4" N POST DINING? ROOM " Eg - a 1 GARAGE ~g1'nE.D ARObr w r-te., .~~xF O - Z LLo o y IF 0 F ~ & ,fl 15 1` ? ~2 CEILING ' ;2 OUTLET N CT ~tJ O'+74irT~ a ~u~ ~~`r; i nt,_5J 20_2" F 41, 3'-6" " 12'-9" \ _Z'___________, 3_B ~ O - ` 3 O 2 1-3/4" X 11-7/8 MICROLAM BEA i-3/4" X 1 -7/8" MICRO AM BE M ~ HDU HDU5. SEE HDU5. SEE O ' I I i i DTL. 0 I DTL. fi A- DTL. 6/A-11 i m HDU5. SEE m -1/2" DIA. STEEL, ' DTL. 6/A-1 0 Him 1.9 FFF COLUM I - - CARMELHILL - C I oTL. eia-1 i I C ARCHITECTS o^ z'-io^ i 0" 2'-10" 6'-5" 6'-7" 6'-7" 1'-9" a I I I I N I I N I 0000 1', 0 0 0 0 0 0 0 0 0 0 v o 0 0 0', PROPOSED :E: ' o R/O PORCH o Y N 7) (C HOW HDU5. SEE DTL 5/A-11 h (V HOU5.SEE DTL. 5/A-91 0 www.CARMELHILL.com e' 6'-5" T-5" 6'-6" 4'-1" 5'-2" 5'-2" Architecture Firm 57'-3" CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 1 2 16 William Avenue East Islip, NY 11730-2305 A-8 A-6 631-277-3337 Web Page: www.CARMELHILL.com Email: EKoenig@CARMELHILL.com FIR T FLOOR C 7LOOR CONSTRUCTION PLAN SCALff 1'-0" Project Title Koenig Residence 610 JACKSONS LANDING rd -I ~nn 00 MATTITUCK, NY 11952-2055 4~ 631-864-7418 /i~~(/ U Sheet Title FIRST FLOOR PLAN Drawing No. ~ A-4 of 13 2 A-8 A-8 57'-3" 3 3 5 6 5._611 3'4" 9,.3" 9,_3,• .~7 _ 514" X 6" P.T. DECKING OVER 2" X 8" P.T. FLOOR JOISTS @ 16" O.C. SPACED WITH ONE 12d NAIL + vvv vvv vovo vvov vvvvvv vvvv vov vvov+} 0 o / 36" HIGH RAILING WITH VERTICAL SPINDLES R9S€D (MAX. CLEAR OPENING NOTTO EXCEED 4" D IF-j-' 0 o ~HDU5. SEE HDU5. SEE r o DTL. 7/A-11 HDU5. SEE DTL. 7/A-11 0 HDUS. SEE SEE DTL. 7/A-11 DTL. 7/A-11 (2) 2" X 6" (2) 2" X 61 i HEADER 1(2) 2" X 6" 'A-11 x(2)2"X6" )HEADER HDR. - (HEADER 16' 10"---' ~ N o ~ o ip X 2fi 0 N N 2.R. 16" O. . is PROPOSEq 2!"X 10" R.R. 16" O.C. 2" X 10" R.R. N X (V N BEDRb M##3 26 Xd"C.T._ iv -ten @ 161 O.C. 1 . PROPOSEW MASTER 2" X 10" R.R. 16"0 ' Ili I 2"X 10' R.R. 16" O.C. 2"XG.T. BED 00M#2 (e) 2" x 4" ?0116' O.C. ~.e (5) 2" X 4" POST a 2"X10"C J6"O.C. (5)2•X4 2 1.314"X 9_1/4_MIOR LAMWITHUL3/4"STEEL- - L3/4" STEEL _ - POST (5) 2" X 4" POST" FL TCH PLATE B0LTELTNIITH'12" DIA. BOLTS @ l' BOLTS Q 1' % (2 13/4" X 9.114" MICROLAM WITMSll 3/4"$TSEL FLITCH POST O. ."STAGGERED" (FLUSH) - p TI- BOLTED WITH 1/2" DIA.6C LTS @ 1'-fi' O~>. 1 ermit review F 4/6/11 Revised for final p v . AGGE ED" (FLUSH) ` SO o 2"X 10" C 16"O.C 1 1 81/26/1 /10 Issued for permit. / \ I Q\P4 a CEILING JOISTS OPEN TO \ 0 -p'~%• ~A-9 Mark Date Descri tion 1 LAPPED TO \ ~')'0 oI§F/ X RAFTERS BELOW \'\~i'O III 0o~/Q° A-9 \O,p aI ^rj% 25 iv '\O,i, o• ti / Issue/Revision Revised for final permit review. Protect lD KOENIG CAD File Name KOENIG 10 FINAL.vwx Drawn By E KOENIG 3j ~r 76F'-- q r/. R rci ti P POSE 23 I / ~d BATH~F3---I• . , - 2 + - + 0 0 Checked By E KOENIG ~i -t v v°vv°v°vv°v °r°z X12"ROOFR GEvovv°vovovo ---00 r T - Issue Date: 7 Plot Date. O \ iN@I X~ a x Reviewed by E KOENIG 29 $D M Designed by E KOENIG r _ i % 0 r I \ 4 LINE OF LA ED RAF E I N Submitted By E KOENIG IN E Drawing Code Drawing Code LINE OF LAPPED RAFTERS _i .f % o I vvv o v o v v o o v v v ~yiv wI Fw-I 26 U \ / 'I F11 -1 MAX. 27 28 -27 Architect's Seal I x Ci PR POSED 21 N WI MI o PROPOSE O, #4 O~ • A ``Q(yl~~) N mI B DROOM#4 m SD N m v v v v v o v ® BATH o, o w I o al Y (S) 7' X 4" 4 0~ ' 3 o . FLITCHIPLATE (5) 2" X 4" POST LT_- d-3/4".`C9./2"MICkiO_LjiM TH 1 'S EL FLITCHIPLATE er • ,p @ ' -e R D„ 6E - AGGE - - OLAM AGGER~D" POST aSDF]IC EF R,, W - - OPEN T ° F D W TH172 2)1.3/4'- X 9I~1/2'_ ICROLAM WIT ~iL1STEEL FIJTCH FLATE 14" 11 Yff B [VCk ~eFOu ~ k0 „arm m vi O.C. 'SSTAGGERED" 00 X4 ~ 0 2"X r BOLTED WIN 1/2', DI-A- @ 22 BELOW s ~a g.. 3-_ S.. w 24 :4'_0„KNEEWAL 4'9" N@ q,_0„KNB, i.@ q,_0„WALL 5~~6 fl - r1'Gely`~~ WALL ° 2"Xe"ROOF 2"X 8" ROOF o _ RAFTERS @i, "OA>__--i- v •v v v I ~ - R o 07 ®'X10" EILIN J 16 1 "O.C, _ v (2 2' DR. 2 'X HDR. HDR. HDU5.SEE DTL 7/A-11 M ~ v 4 - 2 2" 6" HDR. =DTL~I' - ° \ 2 2" X 6" HDR. L- _ (2 2" X 6" HDR. ,(2) 2" HDR. ( _ - CARRMELHILL 0 `0 21 ° ~ A....1TECTS F r l ~ ' Y= HDU5. SEE EE - DTL. WA-11 2RQPASE1 m m ROOFDEGK c vvvvvvvvvvo- -'ooovooooooooo~,+', v 3a 1 oovooooovoooooo!+ = www.CARMELHILL.com R,3 Architecture Firm CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 2 16 William Avenue 1 A-e East Islip, NY 11730-2305 A-8 631-277-3337 Web Page: www.CARMELHILL.com Email: EKoenig@CARMELHILL.com SEC SEC D FLOOR CONSTRUCTION PLAN Protect Title SCALE: SCALE: 14" 1'-0" Koenia Residence I 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 J^ypl~~+/ O Sheet Title SECOND FLOOR PLAN i AND ROOF PLAN ROOF PLAN Drawing No. ' SCALE: 118" = 1'-0" A-5 of 13 WOOD FRAMED CHIMNEY CLAD IN "CUI EXTEND 2'-0" ABOVE ANY ROOF SURFP IEY CLAD IN "CULTURED STONE" TO NY ROOF SURFACE WITHIN 10'-0" HORIZONTALLY i CONTINUOUSLY VENTED ROOF RIDGE -D ROOF RIDGE (TYPICAL) O ~I HEIGHT OF ROOF RIDGE ABOVE ADJAC I_E ABOVE ADJACENT GRADEi 29'_7" _ _ _ _ STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES OVER 30# ROOFING FELT ON ''A"'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS @ 16" O.C. 6" RAKE WITH 2" TRIM WRAPPED IN ALL NRAPPED IN ALUMINUM - - - - - - - - - - - - - LINE OF PROPOSED SECOND FINISHEC (TYPICAL) ICOND FINISHED CEILING LEVEL 8'-0" AFF NY BLIND FLASH ALL INTERSECTIONS OF HORIZONTAL AND - - - - - - - - - - - - _ ~LINE OF STRUCTURAL HEADER, V-10 % HEADER, 6'-10 %'_AFF AS PER_ _ _ _ _ _ ENDATION. - - _ ANDERSEN S RECOMMENDATION FPQ CONTINUOUSLY VENTED SOFFIT WITH .D SOFFIT WITH ALUMINUM GUTTER VERTICAL. 20 - - - - - - SELF ADHESIVE BITUMINOUS ROOFING INDUS ROOFING FELT TO BE INSTALLED - - - - - - - - - ON PLYWOOD ROOFING FROM FASCIA 3 FROM FASCIA BOARD TO 2'-0" PAST EXTERIOR WALL TO PREVENT LEAKAGI ;EVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED SECOND FINISHED iCOND FINISHED FLOOR LEVEL (rYPIOAU-_-_-_ I LINE OF PROPOSED FIRST FINISHED CE 3ST FINISHED CEILING LEVEL 10' -0" AFF_ _ _ _ i LINE OF STRUCTURAL HEADER, 6'-10'(:-' ME _ _ _ _ OU HEADER, 6' It) W' AFF AS PER _ _ / / _ _ ~ ~ \ \ = ANDERSEN'S RECOMMENDATION. ENDATION. CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER 2 4/6/11 Revised for final permit review 3 - aoo 000 - aoo Doo 3 - \ - - /HHF / - ~0~~~0 00000 - 'CEDAR Ep CTIONS'VINYL SIDING A: VINYL SIDING AS MFG'D. BY 1 8/26/10 Issued far permit. 8" DIA. COLUMN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY - - REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CERTAINT CUTTING, OVER 1'3" X 1'3" X 3'6" CONCRETE BLOCK PIER CLAD Mark Date Descri tion - IN "CULTURED STONE" Issue/Revision Revised for final permit review. Project ID KOENIG 36" HIGH PRESSURE TREATED RAILING -2" X 6" TOP RAIL WITH BA~ - - - - DA® 2"X4"VERTICALAND 2"X4"BOTTOM RAIL WITH 2"X2" ] 37 VERTICAL SPINDLES @ 5-111" O.C. (MAXIMUM CLEAR OPENING ' \ J a - - LINE OF PROPOSED FIRST FINISHED FL / AX 1) A 2ST FINISHED FLOOR LEVEL LrYPICAQ _ _ _ CAD File Name KOENIG 10 FINAL.vwx Drawn By E KOENIG TO BE LESS THAN 4 1 _ _ $LINE OF PROPOSED CELLAR FINISHED _LLAR FINISHED CEILINGLEVEL B'-0" AFFLTYPICAL)_ Checked By EKOENIG C7 C? ( _ _ _ L -1 LINE OF PROPOSED GARAGE FINISHED RAGE FINISHED FLOOR LEVEL Issue Date. Plot Date. I II I I II II I EXISTING GRADE SLOPED AWAY FROM Reviewed by E KOENIG 'ED AWAY FROM STRUCTURE Designed by E KOENIG FOUNDATION WALL-8" POURED CONCRETE FOUNDATION IER 3-0" DEEP MIN., BEARING ON WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL 8" DIA. POURED CONCRETE PIER 3'-0" DEEP M AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS. UNDISTURI UNDISTURBED VIRGIN SOIL L LJ J submitted By E KOENIG llll I I I I I I I I I I I Drawing Code Drawls Code 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS Architect's Seal MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN 12" POURED (CONC.'TRENCH" FOOTING TO GR, FOOTING TO GRADE, 3500 PSI AT I RGIN SOIL WITH (2) #5 REBAR AT SOIL. REBAR CONCRETE COVERAGE TO BE 3"MIN.. 28 DAYS MIIN. BEARING ON VIRGIN SOIL WITH BOTTOM. REBAR CONCRETE COVERA, CRETE COVERAGE TO BE 3" MIN. _ LINE OF PROPOSED CELLAR FIRST FINI 4-1 r-------------~ r---__- IT--------------__--__----------T,_._.-._. LLAR FIRST FINISHED FLOOR LEVEL1l;YPICALL _ L________________________________ __-----L--_---_---___---_---_------------_-J FRONT ELEVATION SCALE: 1/4" = V-0" e ERIC ctru Par, ahGIn; WOOD FRAMED CHIMNEY CLAD IN "CULTURED STONE" TO CONTINUOUSLY VENTED ROOF RIDGE 2D ROOF RIDGE 46 p27gok+~ o EXTEND Z-0" ABOVE ANY ROOF SURFACE WITHIN 10'-0" 0 df~'nl r.7.~'~"d HORIZONTALLY HEIGHT OF ROOF RIDGE ABOVE ADJACI E ABOVE ADJACENT GRADE 29'_7"_ l J --CARMELHILL O~ STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT~-l OR FIBERGLASS ROOF SHINGLES OVER 30k ROOFING FELT ON W 'CDX'PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL 8" RAKE WITH 2"TRIM WRAPPED IN ALL NRAPPED IN ALUMINUM ARCHITECTS BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS @ 1fi" O.C. SELF ADHESIVE BITUMINOUS ROOFING INDUS ROOFING FELT TO BE INSTALLED ON PLYWOOD ROOFING FROM FASCIA S FROM FASCIA BOARD TO PAST EXTERIOR WALL TO PREVENT LEAKAGI '.EVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED SECOND FINISHED - . _ - - - _ - - . - - - - - - - - - - - - - - - - (TYPICAL) COND FINISHED CEILING LEVEL 8'-0" AFF _ LINE OF STRUCTURAL HEADER, 6'-1 ^h_" ANDERSEN'S RECOMMEIJDA710N.0 1EADER, B'-10 AF_F_A_S_P_ER _ NDATION 10 CONTINUOUSLY VENTED SOFFIT WITH, :D SOFFIT WITH ALUMINUM GUTTER 23- - 36" HIGH PRESSURE TREATED RAILING -2" X 6" TOP RAIL WITH - 2" X 4" VERTICAL AND 2"X4" BOTTOM RAIL WITH 2"X 2" - _ 'CEDAR PERFECTIONS' VINYL SIDING A: VINYL SIDING AS MFG'D. BY www.CARMELHILL.com VERTICAL SPINDLES @ 6-12" O.C. (MAXIMUM CLEAR OPENING CERTAINTEED TO BE LESS THAN 411) 4 Architecture Firm ARCHITECTS 1' X 6"'TREX' DECKING OVER 2" X 8" P.T. DECKING JOISTS @ 16" ¢ O.C. LINE OF PROPOSED SECOND FINISHED CONDFINISHED FLOOR LEVELjT YP ICALLCARMELHILL IST FINISHED CEILING LEVEL 10'-0"AFFEDWARD KOENIG- R.A., N.C.A.R.B. 12 LINE OF PROPOSED FIRST FINISHED CE 41 16 William Avenue East Islip, NY 11730-2305 631-277-3337 - LINE OF STRUCTURAL,HEADER B_10 W ANDERSEN'S RECOMMENDATION. 1EADER 6_10'_8 AFFAS PER--------- Web Page: WWW.CARMELHILL.com :NDATION. Email: EKoenig@CARMELHILL.com B" DIA. COLUMN ENCLOSURE OVER 4" X REQUIRED COLUMN HEIGHT IN FIELD B'CUTTING, OVER 1'3" X 1'3" X 3'e" CONCI SURE OVER 4" X 4" P.T. POST. VERIFY TIGHT IN FIELD BEFORE ORDERING OR 1'3" X 3'e" CONCRETE BLOCK PIER CLAD Prefect Title 36" HIGH PRESSURE TREATED RAILING - 2" X 6" TOP RAIL WITH 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2" _ IN "CULTURED STONE" Koenig Residence VERTICAL SPINDLES @ 5-12" O.C. (MAXIMUM CLEAR OPENING 35" HIGH PRESSURE TREATED RAILING I X4" 2ATED TO BE LESS THAN 411) 2" X 4" VERTICAL AND 2" X 4" BOTTOM F z VERTICAL SPINDLES @ 5-1/2" O.C, (MAX RAIL 1 WITH TOP 2" RAIL WITH 610 JACKSONS LANDING X 2" 5-1/2" O.C,(MAXIMUM CLEAR OPENING MATTITUCK, NY 11952-2055 1" X 6"'TREX' DECKING OVER 2" X S" P.T. DECKING JOISTS @ 16" O O6 X05 D7~ / TO BE LESS THAN 4") O.C. LINE OF PROPOSED FIRST FINISHED FU 631-864-7418 IST FINISHED FLOOR LEVEL YPICALL__,_ LINE OF PROPOSED CELLAR FINISHED LLAR FINISHED CEILINGLEVEL 8'.0_AFF" TLYPICAL) O - I I II I Sheet Title 6" X 6" P.T. POST OVER 12" DIA. POURED CONCRETE PIER 3'-0" DEEP MIN. BEARING ON VIRGIN SOIL I I I II I I EXISTING GRADE SLOPED AWAY FROM 'ED AWAY FROM STRUCTURE ELEVATIONS 4" X 4" P.T. POST OVER 10" DIA. POURED CONCRETE PIER 3'- I I LJ DEEP MIN., BEARING ON VIRGIN SOIL I I I II I 18" X S" POURED CONCRETE FOOTING: RETE FOOTING 3500 PSI AT 28 DAYS I I I I I I I I I I j j II MIN. WITH (2) #5 REBAR BEARING ON UI II SOIL. REBAR CONCRETE COVERAGE T( Z BEARING ON UNDISTURBED VIRGIN "E COVERAGE TO BE 3" MIN.. I I I I I I II _J . r _ _ _ - LINEOF PROPOSED CELLAR FIRST FINI'-- -.JT-Sr---_- LLAR FIRST FINISHED FLOOR LEVEL L TYPICAL Drawing No. . a_ - RIG KT SIDE ELEVATION A-6 SCALE. 1/4 = 1'-O" of 13 CONTINUOUSLY VENTED ROOF RIDGE (TYPICAL) HEIGHT OF ROOF RIDGE ABOVE AD EDGE ABOVE ADJACENT GRAD-29'_7' g 10- =L0 6" RAKE WITH 2" TRIM WRAPPED IN ALUMINUM SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED col ~a ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. - LINE OF PROPOSED SECOND FINIS. - (TYPICAL) l SECOND FINISHED CEILING LEVEL V-0" AFF _ LINE OF STRUCTURAL HEADER S'-1 BAL-HEADER S'-10gAFF AS PER ANDERSEN'S RECOMNIENDATIOtJ IMMENDATION CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER 36" HIGH PRESSURE TREATED RAILING -2" X 6" TOP RAIL WITH 1 _ 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2"X2" VERTICAL SPINDLES @ 5-1/2" O.C. (MAXIMUM CLEAR OPENING - - TO BE LESS THAN 4") _ I 1"X 6"'TREX' DECKING OVER 2" X 8" P.T. DECKING JOISTS @ 16" O.C. _ LINE OF PROPOSED SECOND FINIS 0 SE COND FINISHED FLOOR LEVEL ffYPICALL-_-_ LINE OF PROPOSED FIRST FINISHE J FIRST FINISHED CEILING LEVEL 10-0" AFF 'CEDAR PERFECTIONS' VINYL SIDING AS MFG-D. BY CERTAINTEED , LINE OF STRUCTURAL-HEADER 6_i - .-.-0 ANDERSEN'S RECOMMENDATION. iAL-HEADER 6'10%" AFF AS PER-_-_-_-_-_-_ )MMENDATION. 36" HIGH PRESSURE TREATED RAILING - 2" X 6" TOP RAIL WITH 2' X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2" 05 ? 03 JIF 1 T VERTICAL SPINDLES @ 5-1/2" O.C. (MAXIMUM CLEAR OPENING 2 4/6/11 Revised for final permit review TO BE LESS THAN ) 1 8/26/10 Issued for permit. 1"X 6"'TREXDECKING OVER 2" X 8" P.T. DECKING JOISTS @ 16" Mark Date Description O.C. LINE OF PROPOSED FIRST FINISHE D FIRST FINISHED FLOOR LEVELP_PICALL,_,_-_ Issue/Revision Revised for final permit review. LINE OF PROPOSED CELLAR FINISF D CELLAR FINISHED CEILINGLEVEL B'A_AFF-CFYPICAQ Project ID KOENIG CAD File Name KOENIG 10 FINAL.vwx Drawn By E KOENIG Checked By E KOENIG 6" X 6" P.T. POST OVER 12" CIA. POURED CONCRETE PIER 3'-0" X 4" P.T. POST OVER 10" DIA. POI 4" ION \ VER 10" DIA. POURED CONCRETE PIER 3'-0" Issue Date DEEP MIN. BEARING ON VIRGIN SOIL FR ION DEEP MIN., BEARING ON VIRGIN SC IG ON VIRGIN SOIL Plot Date: SCALE: Reviewed by EKOENIG I Designed by EKOENIG FOUNDATION WALL - 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL) 35 34 33 32 EXISTING GRADE SLOPED AWAY FI !LOPED AWAY FROM STRUCTURE Submitted By E KOENIG AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS. I I I I Drawing Code Drawing Code I I I I I I I I I I I I 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS LJ -I l-1 I---------------------- I L.-.-.-.-.-.-.--------J I LINE OF PROPOSED CELLAR FIRST D CELLAR FIRST FINISHED FLOOR LEVEL-LrYPICAL-_ Architect's Seal MIN. WITH (2)#S REBAR BEARING ON UNDISTURBED VIRGIN _ SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. L_________________________ .___________LJ_lJ_________________LJ_________________L~-_________________ RIGHT SIDE ELEVATION SCALE: 114" =1'-0" ~p,EDF1 j;v~ p CR1C,._; fL WOOD FRAMED CHIMNEY CLAD IN -y o'~''ir~ 5p iIMNEY CLAD IN "CULTURED STONE" TO EXTEND 2'-0" ABOVE ANY ROOF SL /E ANY ROOF SURFACE WITHIN 10'-0" HORIZONTALLY lweh' ,v /'/®pgk tPYd''tb 0271f'S~- yp CONTINUOUSLY VENTED ROOF RIDGE (TYPICAL) 0 C HEIGHT OF ROOF RIDGE ABOVE A[ RIDGE ABOVE ADJACENT GRADE. 29'-7'_-_-_--- F Of N 01A CA-RMELHILL - ~-f0" RAKE WITH 2" TRIM WRAPPED If RIM WRAPPED IN ALUMINUM SELF ADHESIVE BITUMINOUS ROO TUMINOUS ROOFING FELT TO BE INSTALLED ARCHITECTS ON PLYWOOD ROOFING FROM FA: EXTERIOR WALL TO PREVENT LEA )FING FROM FASCIA BOARD TO 2'-0" PAST 0 PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED SECOND FINIS _---_.-I- _ (TYPICAL) D SECOND FINISHED CEILING LEVEL 8'-0"-AFF----- A LINE OF STRUCTURAL HEADER 61- RAL HEADER 6'-10 ^h"AFF AS PER.-,--40 - - - - - - - - )MMENDATION. 36" HIGH PRESSURE TREATED RAI 2" X 4" VERTICAL AND 2" X 4" BOTT tE TREATED RAILING - 2" X 6" TOP RAIL WITH AD 2" X 4" BOTTOM RAIL WITH 2" X 2" 'CEDAR PERFECTIONS' VINYL SIDING AS MFG'D. BY CERTAINTEED ® - ANDERSEMSRECOMMENDATION. VERTICAL SPINDLES Q 5-1/2" O.C. -S @ 5-1/2" O.C. (MAXIMUM CLEAR OPENING TO BE LESS THAN 4") 4") II www.CARMELHILL.com P' X 6"'TREX' DECKING OVER 2" X I LING OVER 2" X S" P.T. DECKING JOISTS @ 16" 6 O.C. Y LINE OF PROPOSED SECOND FINIS ;D SECOND FINISHED FLOOR LEVEL YPICAL Architecture Finn LINE OF PROPOSED FIRST FINISHE I D_F_IR_S_TFI_NISHEDCEILING_LEV_EL10'-_0"A_FF______ CARMELHILL ARCHITECTS 12 EDWARD KOENIG - R.A., N.C.A.R.B. 4.0 16 William Avenue East Islip, NY 11730-2305 LINE OF STRUCTURAL HEADER 6'- RALHEADER 6'-19 YPAFF AS PER------------ 631-277-3337 ANDERSEN'S RECOMMENDATION. )MMENDATION. Web Page: www.CARMELHILL.com CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER - - - - 36" HIGH PRESSURE TREATED RAI 7E TREATED RAILING -2"X6"TOP RAIL WITH Email: EKoenig@CARMELHILL.com MD 2" X 4" BOTTOM RAIL WITH 2"X2" 2" X 4" VERTICAL AND 2" X 4" BOTT ES @ 5-1/2" O.C. (MAXIMUM CLEAR OPENING 1 VERTICAL SPINDLES @ 5-1/2" O.C. TO BE LESS THAN 4") 4") Project Title I _ X 6"'TREX' DECKING OVER 2" X KING OVER 2"Xe" P.T. DECKING JOISTS @16" Koenig Residence V DIA. COLUMN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY O.C. 610 JACKSONS LANDING REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING, OVER 1'3" X 1'3" X 3'6" CONCRETE BLOCK PIER CLAD IN "CULTURED STONE" LINE OF PROPOSED FIRST FINISHE - - C A LINE OF PROPOSED CELLAR FINIS LD FIRST FINISHED FLOOR LEVEL TYPICAL MATTITUCK, NY 11952-2055 - - - - - 631-864-7418 D CELLAR FINISHED CEILINGLEVEL e'-0" AFF-(TYPICAL EXISTING GRADE SLOPED AWAY FROM STRUCTURE X 6" P.T. POST OVER 12" DIA. PC )VER 12" DIA. POURED CONCRETE PIER 3'-0" 8" DIA. POURED CONCRETE PIER 3'-0" DEEP MIN., BEARING ON DEEP MIN. BEARING ON VIRGIN S( 1G ON VIRGIN SOIL Sheet Title UNDISTURBED VIRGIN SOIL 4" X 4" P.T. POST OVER 10" DIA PC )VER 10" DIA POURED CONCRETE PIER 3'-0" 12" POURED CONC. "TRENCH" FOOTING TO GRADE, 3500 PSI AT DEEP MIN., BEARING ON VIRGIN Si NG ON VIRGIN SOIL ELEVATIONS 28 DAYS MIN. BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT L J BOTTOM. REBAR CONCRETE COVERAGE TO BE 3" MIN. I I I I I FOUNDATION WALL-8" POURED CONCRETE FOUNDATION I I I I I WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS. I I I I I I L_J I I 1 LINE OF PROPOSED CELLAR FIRS' V-.-.-. ,O CELLAR FIRST FINISHED FLOOR LEVEL -QYPICAU- Drawing No. 1fi" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN, WITH #5 REBAR BEARING ON UNDISTURBED VIRGIN) Ir - _ __-I _ _ _ _ _ _ ____J SOIL. REBAR CONCRETE COVERAGE TO BE 3"MIN.------------------- A-7 REAR ELEVATION SCALE: 1W= 1'-0" of 13 CONTINUOUSLY VENTED ROOF RIDGE STANDARD ROOF ASSEMBLY-240# ARCHITE Y-240# ARCHITECTURAL ASPHALT 2" X 12" ROOF PLATE OR FIBERGLASS ROOF SHINGLES OVER 304 VP *CDX' PLYWOOD ROOF SHEATHING (NO A IGLES OVER 30# ROOFING FELT ON BE ACCEPTED FOR PLYWOOD ROOF SHEAT ~EATHING (NO ALTERNATES WILL )D ROOF SHEATHING) OVER 2" X B" 2" X 12" ROOF RIDGE ROOF RAFTERS @ 16" O.C. STANDARD ROOF ASSEMBLY-2404 ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES OVER 30# ROOFING FELT ON HEIGHTOFROOFRIDGE ABOVE ADJACENT DVE ADJACENT GRADE- g_7"_ _ _ _ _ 'CDX'PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" _ 12 ROOF RAFTERS @ 16" O.C. 10 CEILING ASSEMBLY-2"X 10" CEILING JOISTS CEILING JOISTS @ 16" O.C. WITH 12 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLf 12 BATTS BETWEEN JOISTS COVERED WITH 1/'. ~CKED FIBERGLASS INSULATION )VERED WITH 1/2" GYPSUM BOARD 10 4 B(2) 1-3/4" X 9-1/4" MICROLA1) 3/4" ST WITH (1) 3/4" STEEL FLITCH PLATE 2" X 4" STRONG BACKS (CONTINUOUS) OLTED WITH 1/2" CIA. BOLTS I@ T 6" D.C. rS @ 1'4" O.C. "STAGGERED" SELF ADHESIVE BITUMINOUS ROOFING FEL- (2) 1-3/4" X 9-1/4" MICROLAM WITH (1) 314" STEEL FLITCH PLATE BOLTED WITH 1/2" DIA. BOLTS @ 1'-6" O.C. "STAGGERED" ON PLYWOOD ROOFING FROM FASCIA BOAF S ROOFING FELT TO BE INSTALLED )M FASCIA BOARD TO 7-0" PAST EXTERIOR WALL TO PREVENT LEAKAGE FR( VT LEAKAGE FROM ICE DAMS. - --s LINE OF PROPOSED SECOND FINISHED CEIL (TYPICAL) ] FINISHED CEILING LEVEL 8'-0"AFF _ _ LINE OF STRUCTURAL HEADER 6'-10^h'_'AFF E&&-10 N" AFF AS PER CEILING ASSEMBLY-2" X 10" CEILING JOISTS @ 16" O.C. WITH - - - - 5-112" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION ANDERSEN'S RECOMMENDATION TION- - BATTS BETWEEN JOISTS COVERED WITH 1/2" GYPSUM BOARD PROPO: CONTINUOUSLY VENTED SOFFIT WITH ALUM PROPOSED PROPOSED PROPOSED IFFIT WITH ALUMINUM GUTTER _ INTERIOR WALL ASSEMBLY-112" GYPSUM BOARD OVER 2" X4" BEE WOOD STUDS @ 16" O.C. COVERED WITH M" GYPSUM BOARD. BEDROOM#3 BATH#3 BEDROOM#4 FLOOR ASSEMBLY: 3/4"'CDX' TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING GLUED AND SCREWED OVER TJI 560/11-7/6" 2 FLOOR JOISTS @ 16" O.C. COVERED WITH 1/2" GYPSUM BOARD LINE OF PROPOSED SECOND FINISHED FLOC FINISHED FLOOR LEVELITYPICALL - - & LINE OF PROPOSED FIRST FINISHED CEILING LINE OF LT NISHED CEILING LEVEL 10'-0" AFF - 112 41 FLOOR ASSEMBLY: 3/4"'CDX' TONGUE AND GROOVE PLYWOOD RUCTURAL-HEADER 6'-10%"AFF-.-._ SANDERSEN'S RECOMMENDATION. 1 ER 6'-10 N" AFF AS PER-_ _ FLOOR SHEATHING GLUED AND SCREWED OVER TJI 210/11-7/6" FLOOR JOISTS @ 16" O.C. WITH 5-112" R-21 KRAFT PAPER TION BACKED FIBERGLASS INSULATION BATTS BETWEEN JOISTS PROPOSED 38" HIGH PRESSURE TREATED RAILING - 2" X DPOSED PROPOSED PROPOSED PROPOSED " X 4" VERTICAL AND 2" X 4" BOTTOM RAIL V _D RAILING - 2"X 6" TOP RAIL WITH BOTTOM RAIL WITH 2" X 2" EATING A ATING AREA KITCHEN DINING ROOM R/O PORCH 2 VERTICAL SPINDLES @5-1/2"O.C.(MAXIMUN TO BE LESS THAN 4") O.C. (MAXIMUM CLEAR OPENING NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY 4" EXPOSURE VINYL SIDING OVER TYVEK HOUSE WRAP OVER 1/2" EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (NO 4" POURED CONCRETE FLOOR SLAB WITH 8" W.W.F. PITCHED 1/8" PER FOOT AWAY FROM )R SLAB WITH 8" X 6"W1.4 X WIA 2 4/6111 Revised for final permit review IOT AWAY FROM STRUCTURE 1 8/26/10 Issued for permit. ALTERNATES WILL BE ACCEPTED FOR PLYWOOD SHEATHING) OVER 2" X 4" WOOD STUDS @ 16" O.C. WITH 3-1/2" R-13 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN Mark Date Description STUDS COVERED WITH 1/2" GYPSUM BOARD _ _ _ LINE OF PROPOSED FIRST FINISHED FLOOR I NISHED FLOOR LEVE Lff YPICALI - - _ Issue/Revlsian Revised for final permit review. LINE OF PROPOSED CELLAR FINISHED CEILIP FINISHED CEILINGLEVEL 8'-0"AFFLrYPICAL) Project ID KOENIG SEE FOUNDATION PLAN FOR BEAM, COLUMN, AND FOOTING CAD File Name KOENIG 10 FINAL.vwx SPECIFICATIONS Drawn By EKOENIG EXISTING GRADE SLOPED AWAY FROM STRL NAY FROM STRUCTURE Checked By E KOENIG PROPOSED Issue Dale 4" POURED CONCRETE FLOOR SLAB WITH 6" X 6" W1.4 X W1.4 CELLAR FOUNDATION WALL-8" POURED CONCRETE RED CONCRETE FOUNDATION Plot Date: W.W.F. ON 6 MIL CONCRETE RATED POLY VAPOR BARRIER WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REE AT TOP OF FOUNDATION WALL CONTINUOU: IIN. WITH #5 REBAR HORIZONTAL Reviewed by E KOENIG ,LL CONTINUOUS AT CORNERS. Designed by EKOENIG OVER 4" COMPACTED CRUSHED GRAVEL. VERTICAL REBAR COMPLYING WITH TABLE F IG WITH TABLE R404.1.1(2) OF THE RCNYS Submitted By EKOENIG Drawing Code Drawing Code _ . . . . . LINE OF PROPOSED CELLAR FIRST FINISHED . . FIRST FINISHED FLOOR LEVEL EyPLqAja_ 16" X B" POURED CONCRETE FOOTING 3500 F Architect's Seal FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDIST RING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE: VERAGE TO BE 3" MIN.. n SECTION V STANDARD ROOF PSSEMBLY-240# ARCHITEC OR FIBERGLASS ROOF SHINGLES OVER 309 /-240# ARCHITECTURAL ASPHALT Gv, 0 ~C „'CfVr„r GLES OVER 309 ROOFING FELT ON ''/"'CDX' PLYWOOD ROOF SHEATHING (NO Al IEATHING (NO ALTERNATES WILL 2" X 12" ROOF RIDGE, CONTINUOUSLY VENTED BE ACCEPTED FOR PLYWOOD ROOF SHEATF D ROOF SHEATHING) OVER 2"X8" ~w 1' ;~-`^a r?'y~r ROOF RAFTERS @ 16" O.C. -jK 2" X 4" COLLAR TIES @ 16" O.C. 1/3 OF THE DISTANCE BETWEEN - - HEIGHT OF ROOF RIDGE ABOVE ADJACENT G - C `I IVE ADJACENT GRADE-9_7" THE RIDGE AND THE TOP OF THE CEILING JOISTS, MAXIMUM DISTANCE BETWEEN TOP OF CEILING JOISTS AND COLLR TIES NOT TO EXCEED 4'-5 ©/Pd nLWy STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT 12 I OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30# ROOFING FELT ON A-CDX PLYWOOD ROOF SHEATHING 12 (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF 10 ~ 10 (2) 1-3/4" X 14" MICROLAM BEAM (FLUSH) AM (FLUSH) CARMELHILL SHFATHINGI DVFR 2" X 10" ROOF RAFTERS 0 16" O.C. oq AU r. I . UtUA VU UVtKZ Ao F. .rI_UL xe UU U, y` 6 ARCHITECTS CEILING JOISTS LAPPED TO ROOF RAFTERS 2" X 4" STRONG O.C. SPACED WITH ONE 12d NAIL NAIL STANDARD CATHEDRAL ROOF ASSEMBLY-240i CKS (CONTINUOUS) ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30# ROOFING FELT ON %"'CDX' - - - - - - LINE OF PROPOSED SECOND FINISHED CEILII FINISHED CEILING LEVEL e'-0" AFF_____ PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" - - - - - - - - - - - - - - - - - - - - _ LINE OF STRUCTURAL HEADER B'-10 A" AFF / _ . ANDERSEMSRECOMMENDATION. - :R, 6'-10M"AFF AS PER _ _ _ _ _ - _ ROOF RAFTERS @ 16" O.C. WITH 5-1/2" R-21 KRAFT PAPER PION BACKED FIBERGLASS INSUAATION BATTS BETWEEN RAFTERS COVERED WITH 1/2" GYPSUM BOARD SHALLOW ROOF ASSEMBLY-2409 ROLLED AS 2409 ROLLED ASPHALTIC ROOFING OVER WINTERGUARD WATERPROOFING SHII FLOOR ASSEMBLY: HEATHIN TONGUE AND GROOVE AS MFG'D BY CERTAINTEED INSTALLED AS Fl RPROOFING SHINGLE UNDERLAYMENT INSTALLED AS FOLLOWS; ONE 19" CEILING ASSEMBLY-2" X 10" CEILING JOISTS @ 16" O.C. WITH PLYWOOD FLOOR SHEATHING GLUED AND SCREWED STRIP PARRALLEL WITH AND STARTING AT E I STARTING AT EAVE WITH SECOND 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION OVER TJI 210/11-7/8" FLOOR JOISTS @ 16" O.C. LAYER OF 36" WIDE SHEETS OVERLAPPING 8 COVERED WITH 1/2" GYPSUM BOARD WITH 19" OVERLAP AS PER SECTION R905.2.1 OVERLAPPING SUCCESSIVE SHEETS BATTS BETWEEN JOISTS COVERED WITH 1/2" GYPSUM BOARD ''A"'CDX' PLYWOOD ROOF SHEATHING (NO AL IECTION R905.2.7 OF THE RCNYS OVER IEATHING (NO ALTERNATES WILL BE www.CARMELHILL.com SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED ACCEPTED FOR PLYWOOD ROOF SHEATHIN( IOOF SHEATHING) OVER 2" X 6" ROOF ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST RAFTERS @ 16" O.C., EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED SECOND FINISHED FLOG FINISHEDFL0ORLEVEL,_ TYPICALL__._ Architecture Firm _._..e LINE OF PROPOSEDFIRST FINISHED CEILING IsHEDCEIUVGLFvE~1a'-o'nFECARMELHILL ARCHITECTS NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY 4" EXPOSURE VINYL SIDING OVER TYVEK' HOUSE WRAP EDWARD KOENIG - R.A., N.C.A.R.B. OVER 112" EXTERIOR GRADE 'CDX'PLYWOOD SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD SHEATHING) 16 William Avenue OVER 2" X 4" WOOD STUDS @ 16" O.C. WITH 3-1/2" R-13 KRAFT East Islip, NY 11730-2305 :R fi'-10h"AFF AS PER-_______-_-_ PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN . LINE OFS UCTUF~L HEADER fi10 h"AFFI ANDERSEN'S RECOMMENDATION, fION 631-277-3337 STUDS COVERED WITH 1/2" GYPSUM BOARD PR( PROPOSED PROPOSED ROPOSED Web Page: www.CARMELHILL.com 36" HIGH PRESSURE TREATED RAILING -2" X 6" TOP RAIL WITH G GREAT ROOM ENTRY FOYER R/O POR H Email: EKoenig@CARMELHILL.com 2" X 4" VERTICAL AND T' X 4" BOTTOM RAIL WITH 2" X 2" VERTICAUSPINDLES @ 5-1/2" O,C. (MAXIMUM CLEAR OPENING TO BE LESS THAN 4'~ CEILING ASSEMBLY-2" X 6" CEILING JOISTS @ 16" O.C. COVERED WITH VINYL SOFFIT MATERIAL _---44" POURED CONCRETE FLOOR SLAB WITH 8" W.W.F. PITCHED 1/8" PER FOOT AWAY FROM )R SLAB WITH 6" X 6" W1.4 X W1.4 Project Title OT AWAY FROM STRUCTURE Koenig Residence 5/4" X 6" P.T. DECKING OVER 2" X 8 P.T. FLOOR JOISTS @ 16" O.C. SPACED WITH ONE 12d NAIL, TEKOED TO 2" X 10" P.T. LEDGER BEAM BOTLED TO STRUCTURE WITH 1/2" DIA. GALV. 610 JACKSONS LANDING BOLTS @ 1'4" O.C. "STAGGERED" LINE OF PROPOSED FIRST FINISHED FLOOR L NISHEDFLOOR LEVELgYPICALL _ _ _ MATTITLICK, NY 11952-2055 LINEOFPROPOSED CELLAR FINISHED CEILIN FINISHED CEILINGLEVEL 8'-O_AFF-T(_PICAL) 631-864-7418 - (2) 2" X 10" P.T. BEAM I I I I EXISTING GRADE SLOPED AWAY FROM STRI NAY FROM STRUCTURE Sheet Title PROPOSED CELLAR FOUNDATION WALL- 8" POURED CONCRETE RED CONCRETE FOUNDATION 4" X 4" P.T. POST OVER 8" DIA. POURED CONCRETE PIER OVER 1'4" X 1'4" X 10" POURED CONCRETE PAD BEARING ON VIRGIN WALL 3500 PSI AT 28 DAYS MIN. WITH #5 RES AT TOP OF FOUNDATION WALL CONTINUOUS IN. WITH #5R BAR HORIZONTAL SECTIONS LL CONTINUOUS AT CORNERS. SOIL VERTICAL REBAR COMPLYING WITH TABLE R G WITH TABLE R404.1.1(2) OF THE RCNYS LINE OF PROPOSED CELLAR FIRST FINISHED FIRST FINISHED FLOOR LEVEL (TWI I I L-~-~ 16" X 8" POURED CONCRETE FOOTING 3500 F FOOTING 3500 PSI AT 28 DAYS Drawing No. - EXISTING GRADE SLOPED AWAY FROM STRUCTURE L-J MIN. WITH (2) #5 REBAR BEARING ON UNDIST RING ON UNDISTURBED VIRGIN 2 SECTION SOIL. REBAR CONCRETE COVERAGE TO BE £ N VERAGE TO BE 3" MIN.. A-8 A-8 SCALE:1/4"=1'-0" ,D•. of 13 STANDARD CATHEDRA iARD CATHEDRAL ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR FIBERGLi LT OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30# ROOFING FELT (NO ALTERNATES f ROOFING FELT ON''/."'CDX' PLYWOOD ROOF SHEATHING 0 ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X IING) OVER 2" X 10" ROOF RAFTERS @ 16" O.C. WITH 5-1/2" 2"X 12" ROOF RIDGE, CONTINUOUSLY VENTEO~ R-21 KRAFT PAPER !1 KRAFT PAPER BACKED FIBERGLASS INSUALTION BATTS BETWEEN RAFT BETWEEN RAFTERS COVERED WITH 1/2" GYPSUM BOARD HEIGHT OF ROOF RIDGE ABOVE ADJACENT GRA AQJACENTGRApg 2 STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30# ROOFING FELT ON N' CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X ROOF RAFTERS @ 16" O.C.. SEE FLOOR PLAN FOR ROOF RAFTER SPECIFICATIONS 2" X 4" STRONG BACKS (CONTINUOUS)-- LINE OF PROPOSED SECOND FINISHED CEILING . .-.~-m,PICALj-.-.-.-.-_-.-. VISHED CEILING LEVEL 8'-0" AFF LINE OF STRUCTURAL HEADER 6'-10 h""AFF AS_, ANDERSEN'S RECOMMENDATION. 6'-10 h" AFF AS PER N. CEILING ASSEMBLY-2" X 10" CEILING JOISTS @ 16" O.C. WITH PROPOSED 5A/2"R21 KRAFT PAPER SACKED BATTS BETWEEN JOISTS COVERED WITH R21"GYP UM BOAIRD BEDROOM#2 PROPOSED BEDROOM#3 i I I li FLOOR ASSEMBLY: 314"'CDX' TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING GLUED AND SCREWED OVER 2k 'X B" FLOOR JOISTS @ 16" O.C. COVERED WITH 12" GYPSUM BOARD LINE OF PROPOSED SECOND FINISHED FLOOR I VISHEOFLOORLEVEL N.-.- YPICAL). LINE OF PROPOSED FIRST FINISHED CEILING LE 'HED CEILING LEVEL 10'-0" AFF LSE OF STRUCTURAL HEADER fi'-10 h';AFF AS- 6'-10'h" AFF AS PER -.~-ANDERSEN'SRECOMMENDATION. N. rPRO~PZOSEDOOM#1 WOODI ST DSL PROPOSED PROPOSED 2 4/6/11 Revised for final permit review GREAT ROOM KITCHEN 1 8/26/10 Issued for permit. @1650C. COVERED WITH' GYPSUM BOARDNEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT Mark Date Description BY 4" EXPOSURE VINYL SIDING OVER'TYVEK HOUSE WRAP Issue/Revision Revised for final permit review. OVER 1/2" EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (NO Project ID KOENIG ALTERNATES WILL BE ACCEPTED FOR PLYWOOD SHEATHING) OVER 2" X 4" WOOD STUDS @ 16" O.C. WITH 3-1/2" R-13 KRAFT _ LINE OF PROPOSED FIRST FINISHED FLOOR LEA IHED FLOOR LEVELiYPICAL)_ CAD File Name KOENIG 10 FINAL.vwx PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN _ LINE OF PROPOSED CELLAR FINISHED CEILING- IISHED CEILINGLEVEL e'-0" AFF (TYPICAL Drawn By E KOENIG STUDS COVERED WITH 1/2" GYPSUM BOARD Checked By EKOENIG Issue Date FLOOR ASSEMBLY: 3/4"'CDX' TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING GLUED AND SCREWED OVER FLOOR Plat Date: JOISTS @ 16" O.C. WITH 5-1/2" R-21 KRAFT PAPER BACKED EXISTING GRADE SLOPED AWAY FROM STRUCT Y FROM STRUCTURE Reviewed by E KOENIG FIBERGLASS INSULATION BATTS BETWEEN JOISTS. SEE PROPOSED Designed by E KOENIG FOUNDATION PLAN FOR FLOOR JOIST SPECIFICATIONS SubmiltedBy EKOENIG CELLAR (2) 1-3/4" X 11-718" MICROLAM (FLUSH) OVER 3-1/ _USH) OVER 3-12" DIA. STEEL Drawing code Drawing Code FOUNDATION WALL-8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL LALLEY COLUMN OVER 1-3" X V-3" X 8" POURED 3" X 8" POURED CONCRETE PAD AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS. BEARING ON VIRGIN SOIL Architect's Seal VERTICAL REBAR COMPLYING WITH TABLE R4134.1.1(2) OF THE RCNYS LINE OF PROPOSED CELLAR FIRST FINISHED FL ZST FINISHED FLOOR LEVEL (TYPICAL) 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS L_~ L-J MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN 7 6 SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. 4" POURED CONCRETE FLOOR SLAB WITH 6" X 6" W1.4 X W1.4 W.W.F. ON 6 MIL CONCRETE RATED POLYVAPOR BARRIER OVER 4" COMPACTED CRUSHED GRAVEL. n SECTION A-9 SCALE: 114" = 1'-0" 02794 C~ CARMEL--HILL 1 T / ¦ ¦ 1~ir Akrill %-.n1 1 c111.. 1 412 '00MI www.CARMELHILL.com Architecture Firm CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www.CARMELHILL.com Email: EKoenig@CARMELHILL.com Project Title Koenig Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 Sheet Title SECTIONS Drawing No. A-9 of 13 3" ROOF VENT 3" ROOF VENT 3" ROOF VENT Room Finish Legend THROUGH ROOF ATTIC THROUGH ROOF THROUGH ROOF Catlin C-1 Existing finish to remain. Patch as required. COMMON BATH LAUNDRY VDRY MASTER BATH#4 C-2 1/2" gypsum board, primed and aimed C-3 5/8" t e'x' sum board rimed and aimed 3/4_' Cw -------T-----T-------------'f-------- - T. - . .-.-r C-4 1/2" concrete backer board 1 r_________________ _________Wall 314'_HW i_______ i____________ ___I___r___ ____i___' 3T W-1 Existing finish to remain. Patch as required. ;x v of of x; o x; o 2'I DID NI; 'Ql cl 2" 2" ~I N I~2 iN .`2 Ni N 2 l" 2„ W-2 1/2" gypsum hoard rimed and aimed I- W-3 5/8" t e'x' sum board rimed and painted 'LAV. 4 3" V. SLAV. ; W-4 1/2" concrete backer board y I 31NK v g W-5 4" X 4" square ceramic tile, full height WASHER W. 2 SHOWER 2 TUB W-6 4" X 4" square ceramic file backs ash to 44" aff with rimed and painted gyp. I painted gyp. W' 2 BATHTUB WASHER WASHER DRAIN PAN SECOND 7 LJ Base FLOOR B-1 Existing finish to remain, Patch as required. B-2 Paint grade 1/2" x 31/2" pine base mouldin . B-3 Finish-grade 1/2" x 31/2" pine base moulding C.O. 4„ 2 4 3 3 C.O. B-4 4" x 4" ceramic the cove base 4 2„ 4,. 3„ C.O. C.O. Floor F-1 Existing finish to remain. Patch as required. I ' I' III F-2 12' wide 60 oz. face weight carpet with 7116" ad F-3 10" X 10" ceramic the thin set over concrete backer board F-4 2-1/4" wide oak floorm with two coats water based polyurethane finish e fnish I I KITCHEN BATH# I \TH#I BATH#2 3/4" CW -.-.-.'r--.-.-.-------.-----.-.---.-----.-. - - - - - - - - Room Finish Schedule 314"HW 3 3~ Floor Walls Walls East South West Ceilin li iVi =1 U' 2" ?I ivl 2" 2" W-2 W-2 W-2 C-2 2 4/6/11 Revised for final permit review 2" 2" 2" PROPOSED EATING AREA F-3 B-2 W-2 W-2 W-2 PROPOSED KITCHEN F-3 B-2 W-6 W-2 W-2 W-6 C-2 1 8/26110 Issued for permit. AIR ADMITTANCE VALVE FOR I i` 3„ T' 3" `LAV^I 4LARoom Name Mad Base North East Sot O I ~ PROPOSED BATH#11 F-3 B-4 W-6 W-6 W-6 W-6 W-6 W-6 C-2 Mark Date Description COUNTER ISLAND BAR SINK. --~v g PROPOSED DINING ROOM F-4 B-2 W-2 W-2 W-2 W-2 W-2 W-2 C-2 MAINTAIN ACCESSIBILITY. ISLAN SINK W. W 2 BATHTUB PROPOSED BATH#2 F-3 B-4 W-6 W-6 W-6 W-6 W-6 W-5 C-2 Issue/Revision Revised for final permit review. MUSTCOMPLYWITH 2" REFRIG. i W. SECTION P3114 OF RCNYS D,W, PROPOSED GREAT ROOM F-4 B-2 W-2 W-2 W-2 W-2 W-2 W-2 C-2 Protect ID KOENIG PROPOSED GUEST BEDROOM#1 F-2 B-2 W-2 W-2 W-2 W-2 W-2 W-2 C-2 CAD File Name KOENIG 10 FINAL.vwx FIRST 2' PROPOSED GARAGE NA B-2 W-3 W-3 W-3 W-3 W-3 W-3 C-3 Drawn By EKOENIG FLOOR PROPOSED BEDROIOM#4 F-2 B-2 W-2 W-2 W-2 W-2 W-2 W-2 C-2 Checked By EKOENIG PROPOSED MASTER SEDROIOM#2 F-2 B-2 W-2 W-2 W-2 W-2 W-2 W-2 C-2 Issue Date. W-2 W-2 W-2 C-2 Plot Date: C.O. 2 C.O. 4" 4" 4„ 2„ 4„ 3" PROPOSED BEDROIOM#3 F-2 B-2 W-2 W-2 W-2 4" 4 C.O. PROPOSED BATH#3 F-3 B4 W-5 W-5 W-5 W-5 W-5 W-5 C-2 Reviewed by EKOENIG C.( C.O. PROPOSED BATH#4 F-3 B4 W-8 W-8 W-6 W-6 W-6 W-6 C-2 Designed by E KOENIG submitted By E KOENIG C.O. Drawing Code Drawin Code TO WASTE 4" MAIN 4" Architect's Seal HOUSE WATER SUPPLY LINES TO BE "L" COPPER. TRAP VENT LINES TO BE CAST IRON OR PVC. WASTE LINES TO BE CAST IRON OR PVC. PLUMBING RISER DIAGRAM NOT TO SCALE ~F C Q alt ;.n5 a y CARMELHILL - - Atr{UHl 1 1=C: 1 5 I Door Schedule Window Schedule ID Location Width Height Type Manuf. Stock No. Material Material Frame Type Hardware Notes ID Location T e RO Width RO Height Manuf. Stock No. IMaterial Frame Type Frame Type Color Egress 01 Front Entry 3'0" 6'8" Swing Simple Therrmetru SC _ SC Vinyl Clad Wood Lack Set, Dead Bolt With 12" side Ines 01 Entry Foyer Casement 2'4 7/8" 5'0 3/8" Andersen (CW14 / CTR2Clad Wood Vinyl Clad We Vinyl Clad Wood While No - Tempered 02 Kitchen 2'8" 6'8" Swing Simple Simlpson SC SC Vinyl Clad Wood Lock Set, Dead Bolt 02 Entry Foyer Casement 2'4 7/6" 5'0 3/8" Andersen (CW14 / CTR2Clad Woad Vinyl Clad We Vinyl Clad Wood White No 03 Great Room 2'8" 6'8" Swing Simple Andlersen FWG2968S Vinyl Clad 1 3S Vinyl Clad Woad Vinyl Clad Wood 03 Dining Room Double Hung 3'21/6" 5'91/4" Andersen 3046-TR301Clad Wood Vin I Clad Wo Vinyl Clad Wood White yes www.CARMELHILL.com 04 Great Room fi'0" 6'8" Slider Andlersen FWGfi0fi8R Vinyl Clad 1 1R Vinyl Clad Wood Vinyl Clad Wood Mfg. Hardware 04 Dining Room Double Hung 3'21/8" 5'91/4" Andersen 3046-TR301Clad Wood Vin I Clad Wo I Vinyl Clad Wood White Yes 15 Vinyl Clad Wood Vinyl Clad Wood 05 Dining Roam Double Hung 3'2 1/B" 4'9 1/4" Andersen 3046 -TR301Clad Wood Vin I Clad Wo I Vinyl Clad Wood White Yes 05 Great Room 2'8" 6'8" Swing Simple Andlersen FWG2968S Vinyl Clad 06 Dining Room Double Hung 3'21/8" 4'91/4" Andersen 3046-TR301Clad Wood Vin I Clad Wo Insulated Vinyl Vinyl covered P.T. Automatic opener I Vinyl Clad Wood White Yes Arhitecture Firm 06 Garage 8'0" Overhead Cloppay Insulated V 07 Kitchen Double Hung 3'2 1/8" 4'91/4" Andersen 3046 Clad Wood Vinyl Clad We I VinlCladWood White Yes CARMELHILL ARCHITECTS 07 Garage 8'0" e'0" Overhead Cloppay Insulated V Insulated Vinyl Vinyl covered P.T. Automatic Opener 08 Eating Area Double Hung 3'21/8" 4'91/4" Andersen 3046 Vin I Clad Wood Vinyl Clad We I Vin vi Clad Wood White Yes EDWARD KOENIG - R.A., N.C.A.R.B. 08 Garage 2'8" 618" Swing Simple Slmlpson SC Metal BC Metal HM Lack Set, Dead Bolt One Hour Rated, 09 Eating Area Double Hung 1'10 1/8" 4'9 114" Andersen 11846 Vm I Clad Wood Vinyl Clad We Sale Closing I Vinyl Clad Wood White No 16 William Avenue HC Wood Finger Knob 10 Ealing Area Fixed Glass 3'11 7/8" 4'8 7/8" Andersen IDHP31046 Vin VI Clad Wood Vinyl Clad We I Vinyl Clad Woad White No East Islip, NY 11730-2305 09 Linen 4'0" 6'8" Swing Bi-part Massonite HC 11 Eating Area Double Hung 1'101/8" 4'9 1/4" Andersen '1846 Vinyl Clad Wood Vinyl Clad Wo I Vinyl Clad Wood White No 631-277-3337 10 WBath#12'0" 1 2'6" 6'8" Swing Simple Masonite HC HC Wood Privacy Set 12 Bedroom#1 Custom 4'1113/16" 4'91/4" Andersen ((2)2448 Vinyl Clad Woad Vinyl Clad Wo I Vinyl Clad Wood White No Web Page: www.CARMELHILL.com 11 2'0" 6'8" Pocket Simple Massonite HC HC Wood Privacy Set 13 Bedroom#1 Custom 4'11 13/16" 4'9 114" Andersen ((2)2448 Vin Clad Woad Vin Clad Wo I Vinyl Clad Wood While No Email: EKoenig@CARMELHILL.com 12 1 4'0" 6'8" Slider Masonite HC HC Wood Finger Pull 14 Bedroom#1 Double Hung 3'21/8" 4'9 1/4" Andersen :3046 Vinyl Clad Wood Vinyl Clad Wo 1 Vinyl Clad Wood White Yes 13 m 8'4" 6'8" Cased Opening 15 Bath#2 Awning 2'4 7/8" 1'9" Andersen )AN251 Vinyl Clad Wood Vinyl Clad Wo 1 Vinyl Clad Wood White NA 14 rs 2'8" 6'8" Swing Simple Masonite HC HC Wood Privacy set 16 Garage Double Hung 3'2 1/8" 4'9 1/4" Andersen 13046 Vin vi Clad Wood Vin vi Clad We I Vinyl Clad Woad White NA Project Title 15 t 2'0" 6'8" Swing Simple Masonits HC HC Waod Passage Set 17 Garage Double Hung 3'21/8" 4'9 1/4" Andersen :3046 Um I Clad Wood Vin I Clad We I VinlClad Wood White NA Koenig Residence 16 2'0" 6'8" Pocket Simple Masonite HC HC Wood Privacy Set 18 Bath#4 Custom 8'513/16" 4'9 1/4" Andersen ((2)3046 Supporting Mullion VIn I Clad Wood Vinyl Clad Wo 1 Vinyl Clad Wood White NA 610 JACKSONS LANDING m 3'0" 6'8" Cased Ope ning Woad 19 Second Floor Hall Fixed Glass 2'4 7/8" 2'4 718" Andersen ICIR24 Vinyl Clad Wood Vinyl Clad Wa 1 Vinyl Clad Wood White NA 18 Second Floor 5'0" 6'8" Swing Bi-part Andiersen FWH5068AP Vinyl Clad' 3AP Vinyl Clad Wood Vinyl Clad Wood Mfg. Hardware 20 Second Floor Hall Fixed Glass 2'4 7/e" 2'4 7/e" Andersen ICIR24 vinyl Clad Wood Vinyl Clad Wo I Vinyl Clad Wood White NA MATTITUCK, NY 11952-2055 19 Laundry 8'0" 6'8" BI-fold BI-part Masonite HC HC Wood Finger Knob 21 Bedroom#4 Custom 6'513/16" 4'91/4" Andersen 1(2)3048 Supporting Mullion Vinyl Clad Woad Vinyl Clad Wo 1 Vinyl Clad Wood White Yes 631-864-7418 20 Bedroom#y3~ 5'0" 6'8" Slider Masonite HC HC Wood Finger Pull 22 Bedroom#4 Double Hung 3'21/8" 4'9 1/4" Andersen ;3048 Vinyl Clad Wood Vin I Clad We 1 Vinyl Clad Wood White Yes 21 Bedroom#4 4'0" 6'8" Slider Maesonite HC - g HC Wood Finger Pu11 23 Bath#3 Awning 24 7/8" 1'9" Andersen IAN251 Vinyl Clad Wood Vinyl Clad Wa 1 Vinyl Clad Wood White NA HC Wood Finger Pull 24 Bedroom#3 Double Hung 3'21/8" 4'9 1/4" Andersen :3048 Vln I Clad Wood Vin I Clad We i Vinyl Clad Wood White Yes 22 Bedroom#4 4'0" 6'6" Slider Maesonite HC HC Wood Privacy Set 25 Bedroom#3 Custom 6'313/18" 4'91/4" Andersen 1(2)3048 Vin I Clad Wood Vin vi Clad We i Vinyl Clad Wood White Yes Sheet Title 23 Bath#3 6'8" Swing Simple Maesonite HC 26 Bedroom#2 Double Hung 3'2 118" 4'91/4" Andersen 3046 Vinyl Clad Wood Vinyl Clad Wa i Vin I Clad Wood White Yes 24 Bath#3 6'e" Swing -simple Maesonite HC HC Wood Passage Set 27 Badroom#2 Double Hung 3'2 1/8" 4'91/4" Andersen ;3046 Vinyl Clad Wood Vinyl Clad We 1 VIn IClad Wood White Yea PLUMBING RISERS AND 25 Bedroom#3 2'6" 6'8" Swing Simple Maesonite HC _ HC Wood Privacy Set 28 Cellar Bi-parting Casement 4'9" 3'5 3/8" Andersen IC 235 Vinyl Clad Wood Vinyl Clad We j VinlCladWood White NA SCHEDULES 26 Bedroom#4 246" e'8" Swing Simple Maesonite HC HC Wood Privacy Set 29 Cellar 1,2-parting Casement 4'9" 3-53/8" Andersen ICW235 Vinyl Clad Wood Vinyl Clad We 1 Vin I Clad Wood While NA 27 Bedroom#2 2'0" 6'8" Swing Simple Maesonite HC HC Wood Passage Set 30 Cellar BI-parting Casement 4'9" 3'5 3/8" Andersen iCW235 Vinyl Clad Wood Vinyl Clad We Vin I Clad Woad White NA 28 Bath#4 2'0" 6'8" Swing Simple Maesonite HC HC Wood Privacy Set 31 Cellar BI-parting Casement 4'9" 3'5 3/8" Andersen ~CW235 Vinyl Clad Wood Vinyl Clad We i V n I Clad Wood While NA 29 Bedroom#2 2'6" 6'8" Swing simple Maesonite HC HC Wood Privacy Set Drawing No. 30 Bedroom#2 2'1" 6'8" Swing Simple Andiersen FW021885 Vinyl Clad i8S Vinyl Clad Wood Vinyl Clad Wood 31 Bedroom#2 5'0" 6'8" Swing BI-part Andiersen FW05068AP Vinyl Clad SAP Vinyl Clad Wood Vinyl Clad Wood Mfg. Hardware 32 Bedroom#2 2'1" 6'6" Swing Simple Andiersen FWO21fie5 Vinyl Clad i8S Vinyl Clad Wood Vinyl Clad Wood A-10 of 13 2"X6" P.T. MUDSILL WITH 518" ANCHOR BOLT WITH 3" 2" % fi" P.T. MUDSILL n; . i, X 3" 1/8" WASHERS SPACED Q T-0" O.C. AND SPACED (2) 2" X 4" PRESSURE TREATED MUDSILL S -O" 0 C MAX 5/8" ANCHOR BOLT WITH 3" X 3" 1/8" WASHERS WITH 6" TO 12" OF EACH END PLATE, ANCHOR BOLTS SPACED Q 3'-0" O.C. AND SPACED WITH 6" TO 12" OF ' SHALL HAVE A MIN. EMBEDMENT OF 7" WITH 5/8" ANCHOR BOLT WITH 3" X 3" 1/8" WASHERS SPACED @ 3'-0" O.C. AND SPACED 12" MAX. 3'-0" MIN. 12" MAX. EACH END PLATE. ANCHOR BOLTS SHALL HAVE A MIN. WITH 6" TO 12" OF EACH END PLATE. ANCHOR 6" MIN. 6" MIN. EMBEDMENT OF 7" 4 #5 REBAR HORIZONTAL AT TOP OF FOUNDATION BOLTS SHALL HAVE A MIN. EMBEDMENT OF 7" #5 REBAR HORIZONTAL AT TOP OF FOUNDATION _ _ IIII WALL CONTINUOUS AT CORNERS q INTO CONCRETE WALL CONTINUOUS AT CORNERS - - 8" POURED CONCRETE FOUNDATION WALL #5 REBAR HORIZONTAL AT TOP OF - IIII Mill li;'il,' 2? 3500 EXISTING GRADE SLOPED AWAY FROM PSI AT 28 DAYS MIN. _ FOUNDATION WALL -lit N~ ~Ip STRUCTURE E%I STING GRADE SLOPED AWAY FROM STRUCTURE _ 8" POURED CONCRETE FOUNDATION WALL ICI III' 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 - 3500 PSI AT 28 DAYS MIN. W.W.F.OVER 6 MIL CONC. RATED POLY VAPOR P-III ° _ FOUNDATION WATERPROOFING z BARRIER OVER 4" CRUSHED GRAVEL OVER 1 •5/8" ACHOR BOLTS T-0" O.C. NOTE. SEE FOUNDATION PLAN FOR VERTICAL Ili, @ COMPACTED EARTH -IIII = 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 - AND HORIZONTAL REBAR REINFORCEMENT 2. MINIMUM 7 EMBEDMENT INTO CONCRETE WITH 3 IN UNBALANCED CELLAR FOUNDATION _ __IIII C NC. DOUBLED OVER 3'4" AT EDGE OVER 6 MIL q - - ° - • CONC. RATED POLY VAPOR BARRIER OVER 4" zp WALLS SQUARE WASHERS AND END NUT SETUP 8" POURED CONCRETE FOUNDATION WALL III _ CRUSHED GRAVEL OVER COMPACTED EARTH 18" X 8" POURED CONCRETE FOOTING 3500 3. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR 3500 PSI AT 28 DAYS MIN. e ° o o PSI AT 28 DAYS MIN. WITH (2) #5 REBAR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS - 16'X 8" POURED CONC. FOOTING 3500 PSI AT 28 DEXEP 8" MIN., CONCRETE FOOTING, DAYS MIN. WITH (2) #5 REBAR BEARING ON BEARING ON UNDISTURBED VIRGIN SOIL. trr 5}, 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" DE, 3500 PSI AT 28 DAYS MIN. WITH TH (2) #5 UNDISTURBED VIRGIN SOIL. REBAR CONC. - - in REBAR CONCRETE COVERAGE TO BE 3" MIN 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN. AND 12" MAX. FROM ENDS OR CORNERS REBAR BEARING ON UNDISTURBED VIRGIN SOIL. -i IIII III COVERAGE TO BE 3" MIN 3' MIN. REBAR CONCRETE COVERAGE TO BE 3" MIN 112 FOUNDTION WALL REINF. - ELEVATION ANCHOR BOLT SPACING REQ. GARAGE FOUNDATION r2'~ CELLAR FOUNDATION DETAIL A-11 SCALE: 3/4"=P-0" A-11 NOT TO SCALE A-11 SCALE: NOT TO SCALE A-11 SCALE: 3/4" = 1'-0" CS20 COIL STRAP (UPLIFT CONNECTOR - OR- CS20 COIL STRAP (UPLIFT CONNECTOR - TYPICAL) WITH 12" MINIMUM BEARING ON STUDS. WRAP STRAP UNDER SILL, G ON TYPICAL) WITH 12" MINIMUM BEARING ON STUDS CS20 (UPLIFT CONNECTOR- NAILED TO UNDERSIDE OF SILL TYPICAL @ 16" O.C.) .o HDU5 (UPLIFT CONNECTOR) WITH 5/8" DIA. 8"DIA. THR DIED ROD THROUGH BOTTOM PLATE CS20 COIL STRAP (UPLIFT CONNECTOR - TYPICAL) HDU5 (UPLIFT CONNECTOR) WITH DIA. THREADED ROCEMBEDDED 12-112" " INTO INTO H TOP PLATES OF FIRST FLOOR AND WITH 12" MINIMUM BEARING ON STUDS, WRAPPED RETE WITH "SIMPSON" ET (HIGH UNDER SILL AND NAILED TO BOTTOM OF SILL E GTH EPOXY ADHESIVE) AND FOR IH C NE TED TO SECOND PH06 INSTALLED ON A35 (SHEAR CONNECTOR - =OR OF FIRST FLOOR DOUBLE STUD TYPICAL) MP 'S 0 TO 40 DEGREES F USE BP WITH SQUARTE WASHER (UPLIFT ANCHOR SI SON" AT (HIGH STRENGTH ACRYLIC 2YLIC A35F MINAS GAUGE PLATE CONNECTORS @ 12" MTS12 (UPLIFT LL STRAPPING TO BE INSTALLED O BE INSTALLED 16" BOLT-SEE FOUNDATION DETAIL FOR SIZE AND , HESIVE) (TYPICAL AT CORNERS OF )F O.C. MAX. (SHEAR CONNECTOR) CONNECTOR) O.C. (UNLESS OTHERWISE NOTED JALLS) (TYPICAL AT EACH IERWISE NOTED) SPACING) a BUILDING AND AT ENDS OF SHEARWALLS) PHD6 (UPLIFT CONNECTOR). SEE NOTE ABOVE JOIST) EACH WALLS STUD SHALL BE D SHALL BE HDU5 (UPLIFT CONNECTOR) WITH 518" DIA. ALL S RAPPING TO B BP WITH SQUARE WASHER (UPLIFT a CONNECTED TO THE GIRDER BELL .TAIL ALL STRAPPING TO BE INSTALLED 16" O.C. ° WITH BY ANY OF THE STRAPS SH( HE GIRDER BELOW THREADED ROD EMBEDDED 12-1/2"INTO CONCRETE INSTA LED 16" O.C, UNLE ANCHOR BOLT-SEE FOUNDATION DETAIL UNLESS OTHERWISE NOTED ABOVE. A CONTINUOUSLY DONNE 7HE STRAPS SHOWN 2 4/6/11 Revised for final permit review LOUSILY CONNECTED WITH "SIMPSON" ET (HIGH STRENGTH EPOXY OTHE E NOTED OR SIZE AND SPACING) ADHESIVE) AND FOR TEMP.'S 0 TO 40 DEGREES F A CONTINUOU CONNECTED A CONTINUOUSLY CONNECTED PATH MUST BE PATH MUST BE PROVIDED FROM I tOVIDED FROM THE 1 8/26/10 Issued for permit. USE "SIMPSON" AT (HIGH STRENGTH ACRYLIC A35F MIN..18 GAUGE PLATE ( PROVIDED FROM THE STUD TO THE GIRDER 0 STUD TO THE GIRDER BELOW, DER BELOW, Mark Date Description ADHESIVE) (TYPICAL AT CORNERS OF BUILDING PATH MUST BE PRO EO CONNECTORS ORS Q 12" D.C. MAX. BELOW. o P5418 ALL STRAP STOCK NUMBERS SHC (NUMBERS SHOWN AND AT ENDS OF SHEARWALLS) FROM THE STUD TO TH (SHEAR CONNECTOR) GIRDER BELOW. ~I ALL STRAP STOCK NUMBERS SHOWN ARE FROM (UPLIFT CONNECTOR) ARE FROM "SIMPSON STRONG TIE ION STRONG TIE [Reviewed e/Revision Revised for final permit review. ALL STRAP STOCK NUMBERS SHOWN ARE ,SIMPSON STRONG TIE CONNECTORS" CONNECTORS" ct ID KOENIG FROM "SIMPSON STRONG TIE CONNECTORS" ALL STRAP STOCK NUMBERS SHOWN ARE FROM 'SIMPSON TYPICAL SECOND FLOOR TO FIRST WALL TO GIRDER CONNECTION DETAI N DETAIL File Name KOENIG 10 FINAL.vwx STRONG TIE CONNECTORS" n By E KOENIG _ 7 FLOOR TIE DOWN METHOD JOISTS ABOVE BEAM cked By E KOENIG TYPICAL FOUNDATION TIE-DOWN DETAIL TYP. FOUNDATION TIE-DOWN METHOD A-11 NOT TOSCALE A-11 NOT TOSCALE A-01 NOT TO SCALE e Date: A-11 NOT TO SCALE Date. by E KOENIG Designed by EKOENIG Submltted By E KOENIG Drawing Code Drawing Cade BLOCKING @ 48" O.C. MAX IN FIRST TWO MINAS GAUGE PLATE CONNECTORS FRAMING SPACES AT EACH END Architect's Seal @ 12" O.C. MAX. A35F FLOOR F AMING CAAT CQ MIALL STRAPPING TO BE INSTALLED 16" STTRAPPING TO BE INSTALLED 16" O.C. CS16 CS20 COIL STRAP WITH 12" FLOOR R MINIMUM BEARING ON STUDS JOIST jiji°illil~lljlP8418 (UPLIFT CONNECTOR) O.C. UNLESS OTHERWISE NOTED ALL STRAPPING TO BE INSTALLED 16" O.C. EA WALL STUD SHALL BE CONNECTED UNLESS OTHERWISE NOTED EACH WALL STUD SHALL BE O E GIRDER BELOW WITH BY ANY OF EACH WALL STUD SHALL BE CONNECTED TO THE o / I. A R EF CONNECTED TO THE GIRDER BELOW TH STRAPS SHOWN ABOVE. A GIRDER BELOW WITH BY ANY OF THE STRAPS 5 , 0 r N i ABOVE. A CONTINUOUSLY CONNECTED BE PROVIDED FROM THE STUD TO THE SHOWN ABOVE. A CONTINUOUSLY CONNECTED 2" X BLOCKING F Y' X BLOCKING FULL Qw 3F rF.J!k <i,)'C eEACH WITH BY ANY OF THE STRAPS SHOWN (T ICAL CONTINUOUSLY CONINECTED PATH MUST T PATH MUST BE PROVIDED FROM THE IST) GIRDER BELOW. PATH MUST BE PROVIDED FROM THE STUD TO p DEPTH OF JOIST THE GIRDER BELOW. p ]EPTH OF JOIST w 1iar,ii: -K C STUD TO THE GIRDER BELOW. ALL STRAP STOCK NU UMBERS SHOWN ARE 0518"mIN. WOOD FLOOR ALL STRAP STOCK NUMBERS SHOWN FROM "SIMPSON STRONG TIE ALL STRAP STOCK NUMBERS SHOWN ARE FROM SHEATHING GLUED AND SCREWED 'ED o?7'.lF" ARE FROM "SIMPSON STRONG TIE CONNECTORS" "SIMPSON STRONG TIE CONNECTORS" WITH STAGGERED JOINTS CONNECTORS" _ WALL TO GIRDER CONNECTION DETAIL CEILING AND FLOOR Of FLOOR JOISTS LAPPED WALL TO GIRDER CONNECTION DETAIL OVER BEAM DETAIL 6 JOISTS FLUSH WITH BEAM _ JOISTS FLUSH WITH BEAM 2 BRACING AT END WALLS A-11 NOT TO SCALE A-11 NOT TO SCALE NOT TO SCALE A-11 NOT TO SCALE A-++ -CkRME -HILL i 11 AT •~rl4Tr AYl4IY AKrCa'Il I Mk-+ I Z) I WINDOW HEADER ROOF FRAMING CS20 COIL STRAP (UPLIFT CONNECTOR - TYPICAL AT ALL STRAPPING TO BE INSTALLED 118" O.C. DOOR AND WINDOW HEAD 3 SCHEDULE MTS30 DOUBLE TOP PLATE ALL KING STUD TO TOP PLATE CONNECTIONS) 12" MIN. A CONTINUOUSLY CONNECTED PATIH FASTENING SCHEDULE BEARING ON STUDS MUST BE PROVIDED FROM THE STUD TO WNDOW OPENINGS(INlACCORDANcE) O FRAMING REQUIREMENTS FOR H10N~ A CONTINUOUSLY CONNECTED PATH NGS (IN ACCORDANCE WITH WOOD MUST BE PROVIDED FROM THE STUD ALL STRAPPING TO BE INSTALLED 18" O.C. UNLESS THE GIRDER BELOW. FRAME CONSTRUCTION MANUAL 2001 E (UCTION MANUAL 2001 EDITION) \ SPH4 TO THE GIRDER BELOW. I ^ OTHERWISE NOTED. A CONTINUOUS CONNECTED PATH ~ ALL STRAP STOCK NUMBERS SHOWIN NOTan°rv a e c )N A 0 C D E F MUST BE PROVIDED FROM THE STUD TO THE GIRDER / ARE FROM "SIMPSON STRONG TIE ROUGH ALL STRAP STOCK NUMBERS SHOWN ARE FROM "SIMPSON STRONG TIE BELOW. ALL STRAP STOCK NUMBERS SHOWN ARE / CONNECTORS" OPENINGS ADER FROM"SIMPSON STRONG TIE CONNECTORS' T.o^ 2 (1)2°x4 f CONNECTORS" MTS330- UPLIFT CONNECTOR MT530 UPLIFT GS20 COIL STRAP (UPLIFT CONNECTOR-TYPICAL AT MTS30 UPLIFT CONNECTOR (TYPICAL) IF, 4 pl2'xr2 p1z^xr z z z z - ALL STRAPPING TO BE INSTALLED 16" (TYPICAL) MIN, BEARING ON STUDS) CONNECTOR AT ALL HEADER TO JACK CONNECTIONS) 12" MIN. BEARING (2) 2"x4• (s1 z„xx„ (12" MIN. BEARING ON RAFTERS) e OR a a a a O.C. UNLESS OTHERWISE NOTED. EACH RAFTER AND ON STUDS CS20 COIL STRAP (UPLIFT CONNECITOR- a OR a plrxeALL STRAPPING TO BE INSTALLED 16" STUD (TYPICAL) TYPICAL AT ALL HEADER TO JACK ID 2-xe KI G CS20 COIL STRAP (UPLIFT CONNECTOR) TYPICAL AT ALL CONNECTIONS) WITH 12" MIN. BEARING ON e•-o^ (2) 2"x4" O.C.. UNLESS OTHERWISE NOTED lzl r'xr www.CARMELHILL.com 5 D STUD TO BOTTOM PLATE AND RIM JOIST STUDS e OR 3 e OR a a a 3 #CS201-114" X 20 GAUGE STEEL COILED A CONTINUOUSLY CONNECTED PATH i°IZ1 z^xe^ A A A A STRAP WRAPPED UNDER SILL AND OVER MUST BE PROVIDED FROM THE STUD CONNECTIONS) 12" MIN. BEARING ON STUDS fow^ 101212"xe^4 tz Iz1 z"x°" ° + s a STUD WITH 12" MIN STUDS BEARING 2 TO THE GIRDER BELOW. Architecture Firm HDU5 (UPLIFT CONNECTOR) WITH 518" DIA. THREADED HDU5 (UPLIFT CONNECTOR) WITH 5/8"DIA fr-o^ 1z fzf z^xe^ s 5/8" ANCHOR BOLT WITH 3" X 3" 118" --I UP I--- ROD EMBEDDED 12-112" INTO CONCRETE WITH THREADED ROD EMBEDDED 12-112" INTO NOTATION: I "SIMPSON" ET (HIGH STRENGTH EPOXY ADHESIVE) AND B,T, PAGE 1571 a TABLE SA PAGE 318) TABLESAEACHEND OF 9TRAPPINGa (TABLE LtSTUD PAGE WASHERS SPACED @ 3'-0" O C. AND IN ALL STRAP STOCK NUMBERS SHOWN CARMELHILL ARCHITECTS ONNE II CONCRETE WITH"SIMPSON"ET(HIGH A NUMBER OF ea NAILS 0 EACH END OFI FIMPSONET(IGH DEGREESFUSEY ADHON"AT STRENGTH EPOXY ADHESIVE) AND FOR E- NUMBEH OF SILL STUD-ONFLAT (DOI TEMP.'S 0 40 3 PAGE 153) LL STUDS. E(aT (DOES rvaTAPPLV TO SPACED WITH 6" TO 12 OF EACH END ARE FROM "SIMPSON STRONG TIE EE 3 H235, EIGHT PAGE 153) EDWARD KOENIG - R.A., N.C.A.R.B. I R EOUI D (HIGH STRENGTH ACRYLIC ADHESIVE) (TYPICAL AT TEMP.'S 0 TO 40 DEGREES F USE GOOBER OF FULL HEIG, EIGHT STUDS "SIMPSON"AT HIGH STRENGTH ACRYLIC HEADER c. NUMBER FULL EIOVD'CORNERS OF BUILDING, AT ENDS OF SHEARWALLS, ( (TABLES AILS,. PAGE 1 103831 JUL HEIGIIP KING STUDS ®EACN SIDE OF PLATE. BOLTS SHALL HAVEA CONVNECTORS" \ d MIN. Es W NAILPAGE AGE 1031 LEI MIN. EMBEDMENT MBEDMENT OF 7" 3EENAILS, HEEND-NAILED THROUGH ADER 0 EACH SIDE ADJACENT 16 William Avenue ADHESIVE) (TYPICAL AT CORNERS OF o- KINUMBER OF lad NAILS, NG STD TO OF HEADER E AC AND EACH SIDE OF DOOR OR WINDOW OPENINGS OF BUILDING AND AT ENDS OF SHEARWVALLS) PAGE 167)iRneLE en PAGE 3 0 18) ND OF HEADER EACH SIDE (TABLE 3 T. ABLE GA, 'IDS STUDS0E31B1 East Islip, NY 11730-2305 k U-0" WIDTH OR MORE) E-NUMBER OF JACK STUDS 0 EACH END IDS ASS EACH END UME DOUBLE HEADER PADN EACH THROUGH HEADER 631-277-3337 JACK SUDS TO END OF SLQSs 0 EAC IE NNLS 5NO END--NOMAILED TYPICAL WALL CONNECTIONS -STUD TYPICAL RAFTER TO WALL SIDE ADJACENT OENDOFEI (DOES NOT Web Page: www.CARMELHILL,com FRAMING AND UPLIFT CONNECTION WINDOW AND DOOR OPENING F-NMBEROFIBdNN`S5NO~AIEDTNT APPLYT A°E31B) 157) 16 1R5) (TABLES 3.9,.e PAGE RE 1571 S DE (TABLE Mi SPACING DIFFERENT AS RAFTER SPACING STUD CONNECTION DETAIL Email: EKoenig@CARMELHILL.com FOR WINDOW AND DOOR OPENING 14 CONNECTION TYPES PAGES1°°°DH°'°"B`EB'.`P"DE, 13 A-11 NOT TO SCALE A-11 NOT TOSCALE A-11 NOT TO SCALE A-11 NOT TO SCALE Project Title Koenin Residence ALL STRAPPING TO BE INSTALLED 18" 610 JACKSONS LANDING O.C. UNLESS OTHERWISE NOTED MATTITUCK, NY 11952-2055 A CONTINUOUSLY CONNECTED PATH MUST BE PROVIDED FROM THE STUD 631-864-7418 TO THE GIRDER BELOW. CS20 COIL STRAP (UPLIFT CONNECTOR WITH 12' MINIMIUM BEARING ON STUDS, IDS, A35F MIN.18 GAUGE PLATE CONNECTORS @ 12" O.C. MAX. (SHEAR CONNECTOR) z ALL STRAP STOCK NUMBERS SHOWN WRAPPING UNDER SILL AND NAILED TO ARE FROM "SIMPSON STRONG TIE UNDERSIDE OF SILL CS20 COIL STRAP - UPLIFT CONNECTOR ON CONNECTORS" - A35F MIN,18 GAUGE PLATTE CONNECTORS 0 12 EACH STUD (TYPICAL) GE CONNECTION WITH 2" EACH STUD WITH 12" MINIMUM BEARING ON SIMPSON CS201-1 /4"X20) NCEILiNG CURE EACH RAFTER TO NCH RAFTER TO Sheet Title JNECTION WITH D.C. #CS201-1/4" X 20 GAUGE STEEL COILED MAX, (SHEAR CONNECTOR) GAUGE STEEL COIL STRAPPING GE CONNECTION STRAP WRAPPED UNDER SILL AND OVER ALL STRAPPING TO BE INISTALLED 16" O.C. ALL STRAPPING TO BE INSTALLED 16" O.C. WITH (3) Bd COMMON NAIILS @ FTER HANGERS I EACH END OF STRAP. HERS DETAILS STUD WITH 12" MIN. STUDS BEARING UNLESS OTHERWISE NOTTED A CONTINUOUSLY CONNECTED PATH MUST BE STRAPPING TO BE 16" OAC. X 4" COLLAR TIES E PROVIDED FROM THE STUD TO THE GIRDER WITH 12" MIN. BEARING O)N O.C. .LAR TIES PATH MUST BE CONTINUOUSLY CONNE=CTED CONNECTOR)5/8" ANCHOR BOLT PROVIDED DED FROM M THE THE STIUD TO THE GIRDER BELOW. EACH RAFTER 4F ALL STRAP STOCK NUMBERS SHOWN ARE ALL STRAPPING TO BE II'i WITH 3" X 3" 1/8" WASHERS SPACED @ PR BELOW. 31-0" O.C. AND SPACED WITH 6" TO 12" OF EACH END PLATE. ANCHOR BOLTS SHALL ALL STRAP STOCK NUMBEERS SHOWN ARE FROM OM FROM "SIMPSON STRONG TIE CONNECTORS" INSTALLED 15" O.C. Drawing No. HAVE A MIN. EMBEDMENT OF 7" "SIMPSON STRONG TIE CONNECTORS" TYPICAL SECOND FLOOR STUDS TO FIRIc CATH_ 19 FLOOR STUDS CONNECTION DETAILS 2D ROOF RIDGE STRAPPING DETAIL TYPICAL MUDSILL TO FOUNDATION TYPICAL CONNECTIONS DETAILS 'AIL A-,11 j 17 WALL CONNECTION DETAIL 3 AT FIRST FLOOR LEVEL A-11 NOT TO SCALE A-11 NOT TO SCALE of 13 A-ti A-11 NOT TO SCALE NOT TOSCALE 2" X 4" CONTINOUS LATERAL BRACE @ 6"'-0" O.C. CEILING JOISTS (2) 10d NAILS STUD WALL ABOVE STUD WALL ABOVE (10) 8d NAILS 1-1/4" X 20 GAUGE STEEL COILED i z 2" X FLOOR JOISTS 5d COOLER GABLE 4 STRAP #CS20 AS MFG'D. BY 1-1/4" X 20 GAUGE STEEL L NAILS @ 5" O.C. END RIM SIMPSON (12" MIN. BEARING ON q COILED STRAP #CS20 AS MFG'D. STUDS) BY SIMPSON (12" BEARING MIN.) 3 MFG'D. ONE H2.5a STRAP EACH SIDE OF 16" O.C. MIN. 4G MIN.) NO STRAPPING REQUIRED GYPSUM BOARD JOIST WHEN COLLAR TIES ARE 16" 2" X BLOCKING AT LAST TWO JOIST WITH (3) 8d COMMON NAILS @ ONE H2.5a STRAP EACH SIDE OF SIDE OF O.C. CEILING JOIST BAYS (10) 8d NAILS EACH END OF STRAP AS MFG'D. BY JOIST WITH (3) 8d COMMON ION 2" X 4" COLLAR TIES 16" O.C. 2" X 4" BLOCK NAILED TO EACH SIMPSON NAILS @ EACH END OF STRAP STRAP 1/3 DOWN BETWEEN RIDGE BRACE WITH (4) 10d NAILS ENDWALL MTS30 - UPLIFT CONNECTOR el - AS MFG'D. BY SIMPSON (TYPICAL) o 1-1/4" X 20 GAUGE STEEL AND CEILING JOISTS 5d COOLER NAILS @ 7" O.C. INTO BLOCKING STUDS L 3 MFG'D. (MAXIMUM HEIGHT ABOVE 1-1/4"X 20 GAUGE STEEL COILED STRAP + + ATTIC FLOOR NOT TO #CS20 AS MFGD. BY SIMPSON WITH MIN ALL STRAPPING TO BE INSTALLED - COILED STRAP #CS20 AS MFG'D. 16" O .C BY SIMPSON (12" BEARING MIN.) 4G MIN.) EXCEED 4'-5") 12" BEARING ON STUDS 2" X FLOOR JOISTS ALL STRAPPING TO BE FLAT CEILING RIDGE CEILING BRACING AT INSTALLED 16" O.C. n ROOF RIDGE DETAIL 1 2 1 GABLE END WALLS n OFFSET WALL AND FLOOR DETAIL n CANTILEVERED FLOOR DETAIL !TAIL A-12 NOT TO SCALE A-12 NOT TO SCALE A-12 NOT TO SCALE A-12 NOT TO SCALE DECK JOIST ONE H2.5a STRAP EACH SIDE OF JOIST WITH (3) Bd COMMON NAILS @ EACH END OF STRAP AS MFG-D. BY SIMPSON NOTE BEAM - SEE PLAN FOR SIZE AND TYPE NOTE: SHEATHING AS PART OF SHEARWALL RWALL SHEATHING AS PART OF SHEARWALL SEGMENT (S.W S.) WHERE= NOTED ON FLOOR "ED ON FLOOR AC4 STRAP AS MFG'D. BY SIMPSON EACH SIDE OF POST AND BEAM D SIGN LENG SEGMENT (S.W.S.) WHERE NOTED ON FLOOR D SIGN LENGTH PLAN SHALL BE CONTINUOUS FROM SILL TO FROM SILL TO LOCKED AT ALL STRAPPING TO BE INSTALLED 16" O.C. PLAN SHALL BE CONTINUOUIS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT TOP PLATE OR ADEQUATELY BLOCKED AT - JOISTS. 8d COMMON NAILS @ 6" O.C. EDGE y"O.C. EDGE UNLESS OTHERWISE NOTED JOISTS. 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD. 2 4/6/11 Revised for final permit review PRESSURE TREATED POST. SEE FLOOR PLAN FOR SIZE MT830 @ EACH PORCH ROOF RAFTER AS AND FIELD. .L FOUR 1 8/26/10 Issued for permit. AND TYPE MFG'D. BY SIMPSON I II I I HOLD DOWNS REQUIRED AT ALL FOUR HOLD DOWNS REQUIRED AT ALL FOUR CORNERS OF STRUCTRE UNLESS OTHERWISE ISS OTHERWISE Mark Date Descri tion ABU44 GALVANIZED STEEL POST SADDLED AS MFG. BY BEAM - SEE PLAN FOR SIZE AND TYPE CORNERS OF STRUCTRE UNLESS OTHERWISE - NOTED. SEE CONSTRUCTION DETAIL IETAIL 'SIMPSON' AC4 STRAP AS MFG'D. BY SIMPSON EACH NOTED. SEE CONSTRUCTION DETAIL I SOILD BLOCKING Issue/Revision Revised for final permit review. SIDE OF POST AND BEAM PLYWOOD SHEATHING WITH 8d COMMON I II PLYWOOD SHEATHING WITH 8d J Project ID KOENIG NAILS @ 12" O.C. IN THE FIELD AND @ 6" COMMON NAILS @ 12" O.C. IN THE FIELD O.C. ON THE EDGE ~L - AND @ 6" O.C. ON THE EDGE HE FIELD CAD File Name KOENIG 10 FINAL.vwx -LA' L APPROXIMATE HEIGHT OF GRADE PRESSURE TREATED POST. SEE FLOOR I ' V--F-I~ POURED CONCRETE PIER. SEE PLAN FOR SIZE AND TYPE Drawn By E KOENIG FOUNDATION PLAN FOR SIZE AND ALL STRAPPING TO BE INSTALLED 16 O.C. HOLD DOWN HOLD DOWN Checked By E KOENIG I BOTTOM OF PIER BEARING ON UNLESS OTHERWISE NOTED L-- VIRGIN SOIL Issue Dale: T SHEARWALL SEGMENT DETAIL SHEARWALL SEGMENT DETAIL TAIL Plot Date: PORCH FLOOR POST SUPPORT DTL. r6`\ R/O PORCH POST SUPPORT DTL. A-12 NOT TO SCALE A-12 NOT TO SCALE Reviewed by E KOENIG A-12 SCALE: 3/4" =1'-0" A-12 SCALE: 3/4" =1'-0" Designed by EKOENIG submitted By EKOENIG Drawing Cade Drawing Code Architect's Seal 3 ;1: 3 \ 2 33 \ TOP PLATE SPLICE LENGTH 11GMPH O y / FASTEST-MILE 1 \ O 1 OI O lO OI O lO WND SPEED I O\ WALL HEIGHT ?NITLARERAL 5 i\ O (FT.) , o FRAMING 1LOADS N Rail. ( 0\ 715wj 1nY4~ dfe D/ 2%I 7T,7 IOW, 213 I ® I ® I I I I I 2' 249 N'-0" 21e4 1E'A" 319 O O IE'w 3:50 Q-1,4 2x° 303 d O3 1 O2 1 3 O3 1 Q3 1. TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.55 FOR FRAMING NOT JOT It: I LOCATED WTHIN 3'A" OF CORNERS FOR BUILDINGS LESS THAN 35'-0" IN WIDTH OR WITHIN W/10 OF GABLE ROOF GREATER THAN GABLE ROOF GREATER THAN CORNERS FOR BUILDINGS GREATER THAN 30'-0' IN WIDTH 110 OF CARMELHILL - IU uCa. rl l1i 1 va UCU. • 2. TABULATED FRAMING LOADS ARE SPECIFIED DS PER LATE FO(OTOF WALL. TO DETERMINE :RMINE fiM% rl1 1 r.%.. 1 a CONNECTION REQUIREMENTS, NTS, MULTIPLY THE THE TABULATED UNIT LATERAL FRAMING LOAD BY THE A. ALL 1/2" EXTERIOR PLYWOOD MULTIPLI ER FROM THE TABLE BELOW CORRESPONDING TO THE SPACING OF THE CONNECTION. PLYWOOD SHEATHING NAILING SCHEDULE SHEATHING TO BE SECURED WITH 8d CONNECTION SPACING 12 16 10.2 24 ROOF SHEATHING WALL SHEATHING COMMON NAILS OR 10d BOX NAILS. ( OUDSPACING IN INCHES) PATTERN AS INDICATED ABOVE MuLTIPUER taa 1 as 1.80 2.00 I ZONE1 ZONE2 ZONES ZONE4 ZONE5 3. TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0". FOIR MEAN ROOF HEIGHTS OF ITS OF FOR ADDITIONAL STRUCTURAL 15'-0" OR LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.30 FIELD 12" O.C. 12" O.C. 6" O.C. 12" O.C. 12" O.C. NAILING REQUIREMENTS REFER TO p WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEADERS/GIRDERS, MULTIPLY THE TABULATED ATED EDGE 6" O.C. 6" O.C. 6" O.C. 6" O.C. 6" O.C. WFCM 2601 NAILING SCHEDULE" ON UNIT LATERAL LOAD BY 112 OF THE HEADER GIRDER SPAN (FT.). TITLE SHEET. ROOF AND WALL SHEATHING NAILING SCHEDULE +6 TOP PLATE SPACING DETAIL A-12 SCALE: NOT TO SCALE A-12 NOT TO SCALE www.CARMELHILL.com Architecture Firm CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www.CARMELHILL.com Email: EKoenig@CARMELHILL.com Project Title Koenig Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 Sheet Title DETAILS Drawing No A-12 L of 13 WW