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Home My WebLink AboutTR-7475Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall, 53095 Main Rd. P.O. Box I 179 $outhold, NY 11971 Telephone (63 I) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line __ Ist day of construction ½ constructed Project complete, compliance inspection. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7475 DATE: JANUARY 1~.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 Koenil~ and subject to Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and following: Wetland Permit to construct a two-story, single-family residence with 1890 sr. first floor and 1605 sr. second floor, 406 sf. two car garage, 1755 sf. cellar, 233 sr. front porch, 198 sr. floor roof deck and 295 sr. rear decks, with the condition of a non-disturbance buffer 25' landward of the wetland line and a non-turf buffer 25' landward of the 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. 1N 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. JO n Bredemeyer - Abl~nt TERMS AND CONDITIONS The Permittee, Eric Koenig, residing at 31 Oaklawn Dr., Commaclq NY 11725, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released fi.om any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. That this Permit should be retained indefinitely, or as long as the said Permittec wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. That there will be no unreasonable interference with navigation as a result of the work herein authorized. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to. the Town of Southold. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided withixI ninety (90) calendar days of issuance of this permit. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town H~I Annex 54375Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631)765-1892 Fax(631) 765-6641 January 19, 2011 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Eric Koenig 31 Oaklawn Dr. Commack, NY 11725 RE: 610 JACKSON'S LANDING, MATTITUCK SCTM#113-4-8 Dear Mr. Koenig: The Board of Town Trustees took the following action during its regular meeting held on Wed., January 19, 2011 regarding the above matter: WHEREAS, ERIC KOENIG applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance, application dated December 22, 2010, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Headng was held by the Town Trustees with respect to said application on January 19, 2011, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVES the application of ERIC KOENIG to construct a two-story, single-family residence with 1890 sf. first floor and 1605 sf. second floor, 406 sf. two car garage, 1755 sf. cellar, 233 sf. front porch, 198 sf. second floor roof deck and 295 sf. rear decks, with the condition of a non-disturbance buffer 25' landward of the wetland line and a non-turf buffer 25' landward of the non-disturbance buffer for 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. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, Jill M.[,Doherty, PresidentJ/ Board of Trustees JMD/Ims Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall, 53095 Main Rd. P.O. Box I 179 Southold, NY 11971 Telephone (631 ) 765 - 1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ERIC KOENIG Please be advised that your application dated December 22, 2010 has been reviewed by this Board at the regular meeting of January 19, 2011 and your application has been approved pending the completion of the following items checked off below. XX Revised plans to include a 25' non-disturbance buffer landward of the wetland boundary line and a non-turf area 25' landward of the non-disturbance line, for a total of 50', and a 4' wide path through the buffer to access the water XX Pre-Construction Hay Bale Line Inspection Fee ($50.00) __ 1st Day of Construction ($50.00) __ % Constructed ($50.00) XX Final Inspection Fee ($50.00) __ Dock Fees ($3.00 per sq. fl.) Mooring/Duck Blind Permit Fee ($25.00) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above, TOTAL FEES DUE: $100.00 BY: Jill M. Doherty, President Board of Trustees Peter Young, Chairman Lauren Standish, Secretary Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631 ) 765 - 1892 Fax (63 I) 765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Tues., January 11,2011, the following recommendation was made: Moved by Derek Bossen, seconded by Audrey Horton, it was RESOLVED to SUPPORT the Wetland Permit application of ERIC KOENIG to construct a two-story, single-family residence with 1890 sf. first floor and 1605 sf. second floor, 406 sf. two car garage, 1755 sf. cellar, 233 sf. front porch, 198 sr. second floor roof deck and 295 sf. rear decks. Located: 610 Jackson Landing, Mattituck. SCTM#113-4-8 Inspected by: Audrey Horton, Derek Bossen The CAC Supports the application with the Condition trees over 6" in caliper are depicted on the survey, the area seaward of the house and up to the 6' contour should be non-turf and non-disturbance seaward of the 6' contour, and no filling seaward of the house. Vote of Council: Ayes: All Motion Carried Jill M. Doher'y, President James F King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer P.O. Box 1179 Southold, NY 11971 Telephone (631 ) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/VVorksession Report Date/Time: l --~ [ [ ~ J / ERIC KOENIG requests a Wetland Permit to construct a two-story, single- family residence with 1890 sf. first floor and 1605 sf. second floor, 406 sf. two car garage, 1755 sf. cellar, 233 sf. front porch, 198 sf. second floor roof deck and 295 sf. rear decks. Located: 610 Jackson Landing, Mattituck. SCTM#113-4-8 ~area to be impacted: ater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland aC~hapTown Code proposed work falls under: t.275 Chapt. 111 other Type of Application:/~,~/~land Coastal Erosion Amendment Administrative Emergency --Pre-Submission-- Violation Modifications: Conditions: Present Were: ~J.King Jr~.Doherty J.~Bredemeyer B.Ghosio, D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: · NEW YORK STATE DEPARTM~T OF ENVIRONMENTAL CONSERVAT~ Facility DEC m 1-4738-03928 · · PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: ERIC L KOENIG 31 OAKLAWN DR COMMACK, NY 11725 (631) 864-7418 Facility: KOENIG PROPERTY 610 JACKSON'S LANDINGISCTM# 1000-113-4- 8 MATTITUCK, NY 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: 41o59'50.3" 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 r ' pe nut. · Permit Administrator: LAURA J SCOVAZZO, Deputy Regional permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY ~ STONY BROOKI50 CIRCLE RD STONY, flfROOK, ~ 1179j0-3409 Authorized Signature: Date % ~ / /~) Page 1 of 6 · NEW YOR STATE OEPA m T oF Facility DEC m 1-4738~03928 · · Distribution List EDWARD KOENIG Marine Habitat Protection LAURA J SCOVAZZO 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, ~long 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 DEPARTMa~T OF ENVIRONMENTAL CONSERVATIa~ ~' FacilitY DEC ID 1-n738-03928 ~ ~ 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. 10. 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, functiona! 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 imp.tactical 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 fi'om fiiture operations undertaken bY the State for the conservation or improvement of navigation, or for c~ther purposes, and no claim or right to compensation shall accrue fi'om any such damage. 17. Conformance With Plans All activities authorized by this permit must.be in strict conformance with thc 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. 18. 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 ofsaid 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 DEPARTM~,F~T OF ENVIRONMENTAL CONSERyATI~I ~ 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 necessar7 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 suer 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 BROOKI50 CIRCLE RD STONY BROOK, NY11790 -3409 Page 4 of 6 · NEW YORK STATE DEPARTM~,~T OF ENVIRONMENTAL CONSERVATI 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 terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissi0ner, 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 Departtnent 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 permittee'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 9r 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 DEPARTM,~T OF ENVIRONMENTAL Facility DEC ID 1-4738-03928 ~ CONSERVAT~ 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 &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 of Town of Suffolk map contemplates the said (~) ,~ fence o~her~h~ :a facing of the house 'dp~n~k~',:~l~ Such approval, which shal~.~[;~a~onab~y ~d will noN ~etract Sro~ t~ee~h~tic ~aaned ~o ~he m~in~dwell~::sh~ll not Ail pe~itted a=cesso b~i~in '~ d -5- 11. ~ and beach fa~llitie~'..' ,~c. - indicated on %he ~u~divisi~',~.~Ca-,beac~., (p~su~t to reasonable regUlationS/from ?'~s~ce~din~ to the ri~ht~ of JACKSON'S ~d beach area, including 'de~gi~hs as ~o, ' th~eaft6r~ 16. JAGKSON'S LANDING %., View of proper'fy Iookin9 eos~r. View of subject property Iookin9 west View of property looking north. View of property Iookin9 south. OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jill Doherty, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: January 14, 2011 Re: Proposed Wetland Permit for ERIC KOENIG SCTM#1000-113-4-8 ERIC KOENIG requests a Wetland Permit to construct a two-story, single-family residence with 1890 sf. first floor and 1605 sr. second floor, 406 sf. two car garage, 1755 sf. cellar, 233 sf. front porch, 198 sf. second floor roof deck and 295 sf. rear decks. Located: 610 Jackson Landing, Mattituck. SCTM#113-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the below Policy Standards and therefore is CONSISTENT with the LWRP provided the following best management practices are required to further the policies. Figure 1. Subject parcel. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided: 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. 2. Avoid permanent or unnecessary disturbance within buffer areas. 3. Maintain existing indigenous vegetation within buffer areas. It is recommended that the Board 1. Retain existing vegetation (trees) to the greatest extent practical. 2. Require the establishment of a natural vegetative buffer from the edge of tidal wetlands line landward to the 6' contour line. An example definition of a buffer follows: NATURAL VEGETATED BUFFER -- a land area of a certain length and width where existing vegetation occurs prior to the commencement of any grading or clearing activity. Vegetation shall be maintained to achieve a minimum percent ground cover of ninety-five (95) percent. To achieve the percent ground cover indigenous, drought tolerant vegetation shall be planted. Survival of planted vegetation shall be (ninety) 90 percent for a period of three (3) years. Maintenance activities within the buffer are limited to removing vegetation which are hazardous to life and property, trimmin.q tree limbs up to a height of fifteen feet (15') to maintain viewsheds, replanting of vegetation and establishing a four foot (4') wide access path or stairs constructed of pervious material for access to the water-body. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Town of Southold Board of Trustees Application Office Use Only ~woastal Erosion Permit Application etland Permit Application Administrative Permit A mendment/Trans fer/Ex~iension ece~vved Application: ceived Fee:$ .-O%"'~ mpleted Appffcation __Incomplete __SEQRA Classification: Type I Type Il Unlisted Coordination:(date sent) ~4, WRP Consistency A~sment Form l;-'-'~! J~..AC Referral Sent: I' ,d73,~g~k, [O ,."'Date of Inspection: l __Receipt of CAC Report: __Lead Agency Determination: Te~chnical Review: --~,~ublic Hearing Heid: __Resolution: Name of Applicant Eric Koenig Address Mailing Address: 31 Oaklawn Drive, Commack, NY 11725 Phone Number:( ) 631-864-7418 Suffolk County Tax Map Number: 1000 - 113-4-8 Property Location: 610 Jacksons Landing, Mattituck, NY 11952-2055 South side of Jacksons Landing, 550.86' east of Mill Road (provide LiLCO Pole #, distance to cross streets, and location) AGENT: Edward Koenig - R.A., Carmelhill Architects (If applicable) 16 William Avenue, East Islip, NY 11730-2305 Address: 16 William Avenue, East Islip, NY 11730-2305 Phoue: 631-277-3337 Board of Trustees Application Land Area (in square feet): Area Zoning: GENERAL DATA 24,222.20 S.F. Previous use of'property: Intended use of property: Covenants and Restrictions: vacant land Single family residential Yes No If"Yes", please provide copy. /-,~o,~ta ocoat~J' Does this project require a variance tYom the Zoning Board of Appeals __ If"Yes", please provide copy of decision. Prior permits/approvals for site improvements: Agency SuffolkCounty Board of Health DEC Date 4-21-10 4-8-10 Yes X No __ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Two story, single family residence with 1890 sf first floor, 1605 sf second floor, 406 sf two car garage, 1755 sf cellar, 233 sf front do porch, 198 sf second floor mol deck, 295 sf mar decks Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Two stow, single family residence construction Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? How much material will be filled? 354 Manner in which material will be removed or deposited: or bobcat where tight operating conditions dictate. 178 (cubic yards) (cubic yards) By small backhoe Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) Sediment runoff from excavated area is expected but remediation and containment with hay bales, silt fencing, and immediate grassing will limit or reduce any runoff. Installation of storm water retention basins will also allow on site storm water collection. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Construction of a two family residence Area of wetlands on lot: 4223 sf .square feet Percent coverage of lot: 17.4% % Closest distance between nearest existing structure and upland edge of wetlands: none - vacant lot feet Closest distance between nearest proposed structure and upland edge of wetlands.,S2'o" to first floor dec,feet and 85'7" to occupied living space Does the project involve excavation or filling? No x Yes If yes, how much material will be excavated? How much material will be filled? 354 178 cubic yards cubic yards Depth of which material will be removed or deposited: 3'3" feet between 2.66 degress on west side and Proposed slope throughout the area of operations: 4.3 degrees on east side of property Manner in which material will be removed or deposited: By small backhoe or bobcat where tight operating conditions dictate. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I - PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME Eric Koenig Koenig Residence 3. PROJECT LOCATION: 610 dacksons Landing, MattJtuck, NY 11952-2055 Municipality Matfimck, Town of southold County Suffolk 4. PRECISE LOCATION (Street address and road intemections, prominent landmarks, etc., or provide map) 610 Jacksons Landing, Matticuk, nY 11952-2055 South side of Jacksuns Landing, 550.86' east of Mill Road, Mattituck, NY District 1000, Section 113, Block 4, Lot 8 5. PROPOSED ACTION IS: 6. DESCRIBE PROJECT BRIEFLY: Two story, s~gle lazily ~sidonce with 1890 sf fi~st floor, 1605 sf second floor, 406 sf two car garage, 1755 sf cellar, 233 sf front r/o porch, 198 sf secund floor runf deck, 295 sf rear decks 7. AMOUNT OF LAND AFFECTED: Initially 24,222 sf ac~es Ultimately 24,222 sf acres 8. VVlLL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? 9. ~-IAT IS PRESENT LAND USE IN VICINITY OF PROJECT? [] Residential [] Industrial [] Commercial [] Agriculture [] ~om~Open Space [] Other Describe: Mixture of one and two story residential, zoned AA, single family homes. Some are year round residency and some are vacation homes. 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? [] No If Yes, list agency(s) name and porm~l/approvals: 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VAUD PERMIT OR APPROVAL? [] Yes [] NO If Yes, list agency(a) name and permit/approvals: Received DEC approval and received Suffolk Board of Health approval. I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Eric Koenig D~: /Zt/Eo/F Signature: I If the action is in the Coastal Area, and you are a ste~ agency, complete the Coastal Assessment Form before proceeding w~th this assessment ~ OVER PART II - IMPACT ASSESSMENT (To be completed by Lead Agent~· FlY- r71.o ' B. WIU-ACTIONt<L'~JVECOORDINATEDREVIEWA~PROVIDEDFOR~A~'iON~iN6 NYCRR. PART617J? IfNo,.nega~e C. COULD ACTION REb'~LT IN AHY AD~,~'<~ EFFECT6 ASSOCJAIGD I/VlTH THE FC~J.OWiNG: (AalSWem may be haflchvrl(tefl, ~ ~) I,No ~ltuml res°urces; °~ °~4mmaV ~' n~ chacacter? "'~"--=~ I~e~'I C3. ~ ....... O~ fauna, fish, 0,~, or W ............. I",,° CS. C~)wth, .,_ _,~,_ ~ ~ devetopmeaL ~ ;~at,~ active,, likely to be I~-,~_ by ~he ~ _,~ed_ ac0on? ~'.~_!n bdefly: C7. O0~e~ ;.~.1,,,;~(~0,*~ c,~.,~. In use of,elU~er qu,m~X or I)~pe of .~-,a~1? F..xFlej. t~llF I I F-- I~ T',~D.~.~ OR I$ ~ = UKELY TO BE~ CONTROVERS*Y RELATED TO"POTENTIAL ADVER6E PART III. D= i ,....,i,¢ATION OF SIGNIFICANCE (To be compS, ed by el~ should be a~sessed In cxmnec:A~xl wflh It8 (~) 8effing (Lc. mban oc na~l); (b) ~ d ~; (~) duraffon; (d) imwersi~fft~, (e) EAF and/~ prepare a poslOve.dedaralon. t'dLL NOT result In any slgnlllcent adve~e em~ Imeac*s AND ~ ,-', --.,~-:'-' .,Board of Trustees Name of Lead AgenG7 Jill M. Doherb/ Pd~or T, ype Name of Respon~lble,~Dfficer in Lead Agency (~, nature of Responsible Officer In'(-ea~t Agency Date President T~le of Responsible Officer Signature of P~p.,~ (If diffem,~ from respons/ble officer) Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PE~OPERTY LOCATION: S.C.T.M, #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~. 0 0 0 ~- ~- 3 4 8 STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN District S,,:t]on Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CON~II.['[[.I~I'ION IT.[~'I# / WORKASSESSMENT [ Yes No a. WhatislheTotalAreaoftheProjectParcels?' 1 Will this Projeci Retain AIl Storm-Water Run-Off (IncludeTotelAreaofallParcaislocatEKlwlthln 24,222.20 sf Generated by a Two (2') inch Rainfall ~ sita? lhe Scope of Work fo~ Proposed Construction) b. Wbel is the Total Area of Land Clesdng ($,F. i A~ss) (This item will include all run-off creat~l by.site X clear;ng and/or canstruc~dan activities as wed as all and/or Ground Disturbance for the proposed 14,893.73 s£ Site Improvements and the permanant c~eaflon of ~ons~ndction activity? impervious surfaces.) (~.F.,,~) ~ 2 Does the Sita Planand/orSurveyShowAIIProposed PROVIDE BP. EF~ PROJECT DESCP, IFrlON I~,~,~a~sas~,~ Drainage Structores Indicating Size & Location? This X Item shall include all Proposed Grade Changes and Two story res±dance, 57'2" x 37'6", 3_890 sf E±rst $10pes Conlmlling Surface Water Flow. floor, 3_605 sE second floor, 406 sE garage, ~755 3 Does the Site Plan and/or Sun/ey descfibe the erosisfl and sediment control pmcitces that will be used to X control site erosion and store1 water discharges, This -- sE cellar, item must be maintained throughaut file Efltim Construction Pedod. 4 Will this Project Require any Land Filling. Grading cr Excavation where there is a change to fie Natural Existing Grade Involving more lhan 200 Cubic YardsL~ of Material wtihin any Parcel? 5 Will fl~is Application Require Land D[sturbthg Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Fe~ of Ground Surface? -- 6 [s there a Natural Waler Coume Running thrcogh the $1te? I$ thi~ Prolo~t within tho Tru~tem ludsdl~on General DEC ~NPPP Requirements: or within One Hundred (100'} teet of a Welland or -- disturbancesofone(t)ormomacre$; ~lciudlngdis~urpancesofiess/Jlanc~3eacrelhat 7 Will thera be Site preparatlon on EHsflng Grade SIppes ~ are part of a larger commo;1 plan that wil ult~-aleiy disturb one or mera acres of laid; which Exceed Fifteen (15) feet of Vertical Rise to i i X incJudiflg Coflstruc6on actMfies invoNIng s~l ~stu~)ances of less than one {i ) acm where One Hundred (100') of Horizontal Distance? I~1 -- constructed to reduce ~he pellalests h storm wJter CischarGes and to as~Jre Rem Within the Town Right-of-Way or Road Shoulder'I~l -' STATE OF ~ YORK, C OLTN'I~/OF ........................................... SS q2~t ! ................................................................................. bein; duly sworn, &poses and says that he/~al~ is the applicant for Per]nit, (Nem~ of Ind~eual slgnifl9 And that he/M~ is the .......................................... "('~;';;3~;~;~;'~'t~;~-;;~i ................................................................ Owner and/or representative of the Ova]er or Owners, and is duly authorized to perform or have performed the said work and to make and file tiffs application; that all statements contah~ed in thLs application are tree to the best of his knowledge and belief; ,and that the work will be performed in the manner set forth in the application fried herlt~£/.~llAtfl~ ~3- g ~' 177 ~ Sworn to before me tiffs; NOI~Ry PUBLIC. STATE OF NEW YORK NO. 01~A62I~344, SLJFF0[.K_COUNI~ ............ ........................ .............................. .................... .:... ........ .......................... FORM - 06/t0 Board of Trustees Application County of Suffolk State of New York Eric K0enig BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE 1N THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. SWORN TO BEFORE ME THIS L ~ DAY OF -'O~.c_ ,20 I0 Notary Public BRUCE [. BAUMANN NOTARY PUBLIC, STATE OF I~EW YORK NO. 01BA6212344, SUFFOCK COUNTY TERM EXPIRES OCT. 13, ~,o~ APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Cc<lc of Ethics nrohibits conflicts of inter~t on the nan of town officers and emDIovecs. The nuroose of this form is to vrovide information which can alert the town of ~ossible conflicts of in.rest and allow it to take whatever action is necessary to avoid same. YOUR NA~E: Koenig, Eric (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate thc other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax gfievanco Building X Variance Trustee X 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 rehtionship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business intel'st. "Business interest" means a business, /ncluding a parmership, 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 X If you answered "YES", complete thc balance of this form and dale 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/agont/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space pwvided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all ~at apply): __A) thc owner of greater than 5% of thc shares of thc corporate stock of thc applicant (when thc applicant is a corporation); B) the legal or beneficial owner of any intorest in a non-corporate entity (when the applicant is not a corporation); __C) an officor, director, partner, or employee of the applicant; or __D) the actual applicant. DESCRIPTION OF RELATIONSHIP Form TS I Submitte~l this ~_~,~day o f~2 0~9~ Signature Print Name .Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). lfany question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWP.~P policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 113 4 8 The Application has been submitted to (check appropriate response): TownBoard [~ Planning Dept. [] Building Dept. [] Board of Trustees [-~ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital [] construction, planning activity, agency regulation, land transaction) [] (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Permission to construct two story residence, 57'2" x 37'6", 1890 sf first floor, 1605 sf second floor, 406 sf garage, 1755 sf cellar. 610 Jackson's Landing, Mattituck, NY 11952-2055 Location of action: 24,222 sf Site acreage:. Vacant residential property Present land use: Residential low density AA Present zoning classification: If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Eric Koenig (a) Name of applicant: 31 Oaklawn Drive, Commack, NY 11725 (b) Mailing address: (c) Telephone number: Area Code ( ) 631-864-7418 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [] No [] If yes, which state or federal agency?_ DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse el'feets of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. [] Yes [] No [] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ?q Yes [~ mo [] mot Applicable .Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria [] Yes [] No [] Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria [] Yes [] No [] Not Applicable All the erosion control measures proposed on the site, including but not limited to silt fencing, staked hay bales, gradual regrading, seeded/grassed areas, and maintained wooded areas and wetland areas, are measures to protect the shoreline from upland erosion. These measures will also prevent sediment contamination of Mattituck Creek. There are no proposed hardened shoreline installations, no bulkheads, and no land disturbance of the shoreline areas. The property and shoreline are generally not considered to be erosion prone areas, neither from tidal action or wave action. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria [] Yes [] No [~ Not Applicable The property has received Health approval for a suitable septic system design from the Suffolk County Department of Health Services to treat and disperse all naturally produced human waste in an environmentally sensitive manner. The system has been design to protect the quality of local water resources and prevent run off or contamination of the local water supply. The property will not further tax the existing Southold well water supply because it will receive water from the Suffolk County Water Authority. Additionally, the NYS DEC reviewed the proposed septic design and given also given it's approval. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section Ill - Policies; Pages 22 through 32 for evaluation criteria. [] Yes [] No [] Not Applicable Construction and development on the proposed site is limited to the northern half of the property, as dictated by the Suffolk County Department of Health Waste Water management Department and also by the NYS DEC. No land clearing is to be allowed on the southern portion of the property. The existing wetlands areas bordering Mattituck Creek will be maintained. The existing wooded areas bordering the creek will be maintained for ecological reasons, but also as a natural privacy buffer. A . comprehensive silt fence and staked hay bale system will be continuously maintained to ensure no erosion or sediment makes it's way into the wetlands or the creek. Attach additional sheets if necessaw Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [] Yes [] No [] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. [-~ Yes [~ No [] Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. [] Yes~ No [] Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. [] Yes [~ No [] Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. [] Yes [] No [] Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Santhold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. [-~ Yes [] No [] Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. [~ Yes [] No [] Not Applicable Created on 5/25/05 11.'20 AM Carmelhill Architects Edward Koenig - Registered Architect 16 William Avenue East Islip, NY 11730-2305 Phone 631-277-3337 Fax 631-277-7277 Email: EKoeni,q~CARMELHILL.COM Webpage: www. CARMELHILL.com Board of Trustees Town of Southold Application for Wetlands and Shoreline Areas In accordance with: "Application Instructions In Accordance with Chapter 275 Wetlands & Shoreline" December 16th, 2010 Re: Eric Koenig proposed residence 610 Jackson's Landing Mattituck, NY 11952 Section 113, Block 4, Lot 8 Applicant Information Owner: Eric Koenig Address: 31 Oaklawn Drive Commack, NY 11725 Phone: 631-864-7418 Construction schedule Construction to commence within one year of building permit issuance. Construction to be completed within 9 months of commencement. Purpose of Proposed Operations To erect a two story, single family residence. 4. Amount of material to be removed and deposited? 178 cubic yards to be excavated for the proposed foundation. 354 cubic yards to be deposited on site for final grading. Structure size, type, and location 57'2" x 37'6" two story, single family residence, erected as shown on Plot Plan 5. The Plot Plan shows the required regrading of the construction site, with the final elevations to be: Celler elevation: 8.0' First floor elevation: 17.0' Second floor elevation: 28.0' Garage elevation: 13.0' The finished elevations at the rear of the residence will be 8.8' and at the front of the residence will be 12.0'. The maximum depth of excavation will be 1'0" below grade for the finish cellar floor height and an additional 2'-0" below grade for the foundation. All finished grades will be maintained, seeded, and grassed, with a maximum slope of 4.5 degrees (west side of foundation). The majority of the property will be maintained with a slope of 2.75 degrees. All foundation excavation and regrading will be accomplished with mechanized assistance, using back hoes or small bobcats where space limitations dictate. 8. A survey by Nathan Taft Corwin III accompanies this project proposal. The existing wetlands and tidal waters of Mattituck Creek will not be affected by the proposed construction. NYS DEC has reviewed the application given the required approvals. Additional staked silt fencing and erosion control measures with staked hay bales will be installed at the southern line of "Limit of Ground Disturbance" to negate any effects of construction or sedimentary erosion towards the tidal wetlands. 10.There is no history of any existing, open, expired, or revoked permits for this property. 11 .Attached are copies of the NYS DEC permit and Suffolk County Department of Health Services Waste Management approvals. 12.The "Limit of Ground Disturbance" will be enforced with staked silt fence and hay bale sedimentary erosion control measures. The existing wooded areas and brush areas southward of the land disturbance line will remain to protect the shoreline and to also allow the property owner to maintain a natural privacy buffer from adjacent neighbors and neighbors across the creek. Roof drains and dry wells will be installed to capture roof storm water runoff to naturally disperse it on site without any overflow into the creek. Instead of asphalt paving the driveway will be covered with crushed stone to permit the natural absorption of rain into the ground. 13. Current photos of the property are attached with additional arial photos from Google Maps. 14. Dry wells are proposed to contain a two inch rainfall on the site as shown on the Plot Plan. 15.A hold harmless affidavit between the property owner and the Town of Southold is part of this application. 16.An ethical disclosure affidavit is part of this application. 17.A statement disclosing all information to be truthful and correct is part of this application 18.An LWRP Consistency Assessment Form has been submitted with this application. Please contact my office if you require any further information to complete your review of this project. Thank you. Sincerely, Edward Ko~'~g - R.A., A.I.A. Carmelhill Architects / \ N 82'57'3~ S 87'38'02" 65.48' 65.48' ~t~A NCH OF MATTITUCK SURVEY OF LOT 6 MAP OF JACKSON'S LANDING ~'ILE No. 5280 FILED MARCH 28, 1969 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-11.5-04-08 SCALE t"=4-0' APRIL 4, 2001 AREA = 24,220.78 sq. ft. ~0 TIE LINE) 0.556 ac. TEST HOLE DATA No 50~-67 ;orwin III Land Surveyor / VACANT LOT ~.~ / / N 82o$7,$7,,~;~__~ $ 87'38'02" W 6~'48' Bt~A NCH OF MATTITUCK C~REE~[ SURVEY OF LOT 6 MAP OF 3ACKSON'S LANDING FILE No, 5280 FILED MARCH 28, 1969 SITUATED AT MATTfTUCK TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-11.3-04-08 SCALE I"=40' APRIL 4, 2001 AREA = 24,220.78 sq. ft. TiE LINE) 0.556 TEST HOLE DATA :orwin III Land Surveyor PHONE (651)727-2090 Fox (§51)727-1727 REScheck Software Version 4.4.1 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: 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 Owner/Agent: Eric Koenig 610 JACKSONS LANDING MATRTUCK, NY 11952-2055 631-864-7418 Designer/Contractor: Edward Koenig - R.A. Carmelhili Architects 16 William Avenue East Islip, NY 11730-2305 631-277-3337 EKoenig@CARMELHILL.com Compliance: 3.6% Better Than Code Maximum UA: 746 Your UA: 719 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Window 3: Wood Frame:Double Pane with Low-E Window 4: Wood Frame:Double Pane with Low-E Window 5: Wood Frame:Double Pane with Low-E Window 6: Wood Frame:Double Pane with Low-E Window 7: Wood Frame:Double Pane with Low-E Window 8: Wood Frame:Doubte Pane with Low-E Window 9: Wood Frame:Doubte Pane with Low-E Window 10: Wood Frame:Double Pane with Low-E Window 11: Wood Frame:Double Pane with Low-E Window 12: Wood Frame:Double Window 13: Wood Frame:Double Window 14: Wood Frame:Double Window 15: Wood Frame:Double Pan Door 1: Glass Door 2: Solid Door 3: Glass Door 4: Glass ~ Door 5: G,ass Door 6: Solid Ceiling 1-fiat: Flat Ceiling or Sciss or Ceiling 1-cathedrah Cathedral Ceiling (no attic) Floor 2: Ali-Wood Joist/Truss:Over Unconditioned Space Ceiling 2: Flat Ceiling or Scissor Truss Wall 2: Wood Frame, 16" o.c. 1890 21.0 0.0 83 2940 13.0 0.0 208 14 0.300 4 14 0.300 4 19 0.300 6 19 0.300 6 19 0.300 6 19 0.300 6 15 0.300 5 15 0.300 5 9 0.300 3 19 0.280 5 9 0.300 3 24 0.300 7 24 0.300 7 15 0,300 5 15 0.300 5 44 0.120 5 18 , 0.120 2 18 0.290 5 39 0.290 11 18 0.290 5 18 0.120 2 85 21.0 0.0 4 375 21.0 0.0 18 228 21.0 0.0 10 1648 21.0 0.0 77 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 Window 19: Wood Frame:Double Pane with Low-E Window 20: Wood Frame:Double Pane with Low-E Window 21: Wood Frame:Double Pane with Low-E Window 22: Wood Frame:Double Pane with Low-E Window 23: Wood Frame:Double Pane with Low-E Window 24: Wood Frame:Double Pane with Low-E Window 25: Wood Frame:Double Pane with Low-E Window 26: Wood Frame:Double Pane with Low-E Window 27: Wood Frame:Double Pane with Low-E Window 26: Wood Frame:Double Pane with Low-E Window 27: Wood Frame:Double Pane with Low-E Door 18: Glass Door 30: Glass Door 31: Glass Door 32: Glass 30 0.300 9 2 0.300 1 2 0.300 1 30 0.300 9 14 0.300 4 4 0.310 1 14 0.300 4 28 0.300 8 14 0.300 4 14 0.300 4 7 0,310 2 7 0.310 2 33 0.310 10 14 0.310 4 33 0.310 10 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: 04/06/11 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-fiat: Flat Ceiling or Scissor Truss, R-21.0 cavity insulation Comments: [] Ceiling l-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? Yes __ No Comments: [] Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, descdbe 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? __ Yes No Comments: [] Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Project Title: Koenig Proposed Residence Report date: 04/06/11 Data filename: C:\CAD-DRAWlNGS\KOENIG - MATTITUCK\KOENIG ENERGY,rck Page 3 of 7 [] 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 Comments: No [] Window 9: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factor., descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 10: Wood Frame:Double Pane with Low-E U-factor: 0.280 For windows without labeled U4actors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 11: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 12: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 13: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 14: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Comments: [] Window 15: Wood Frame:Double Pane with Low-E U-factor: 0,300 For windows without labeled U-factors descdbe features: #Panes Frame Type __ Thermal Break? Comments: [] 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? Comments: [] Window 19: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factors descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: Yes__No Yes NO Yes__No No [] Window 20: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factom descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 21: Wood Frame:Double Pane with Low-E U-factor: 0.300 For windows without labeled U-factom describe features: #Panes Frame Type Thermal Break? Comments; Yes __ No [] 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: 04/06/11 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, descdbe 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, descdbe features: #Panes Frame Type Thermal Break? Yes __ No Comments: ~1 Window 25: 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 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: [] Window 26: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, descdbe 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-factora, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: Note: Up to 15 sq.ff, of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: [] Door 1: Glass, U-factor: 0.120 Comments: I~ 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: 04/06/11 Data filename: C:\CAD-DRAWINGS\KOENiG - MATTITUCK\KOENIG ENERGY.rck Page 5 of 7 [] Dcor 31: Glass, U-factor: 0.310 Comments: [] Door 32: Glass, U-factor: 0.310 Comments: Floors: ~1 Floor 1: Ali-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: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. E] Recessed lights are either 1) Type lC rated with enclosures sealed/gasketad against leaks to the ceiling, or 2) Type lC 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: [] Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-tactor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements, Materials Identification and Installation: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. [] Materials and equipment are identified so that compliance can be detemlined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are cleady marked on the building plans or specifications. Duct Insulation: [] Ducts in unconditioned spaces or outside the building are insulated to at least R-8. [] Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: [] Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. [] 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 181B. [] 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: [] Thermostats exist for each separate HVAC system. A manual or automatic means to partially restdct or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: [] Circulating service hot water pipes are insulated to [] 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-tactors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Koenig Proposed Residence Report date: 04/06/11 Data filename: C:\CAD-DRAWlNGS\KOENIG - MATTITUCK\KOENIG ENERGY.rck Page 6 of 7 Project Title: Koenig Proposed Residence Report date: 04/06/11 Data filename: C:\CAD-DRAWINGS\KOFNIG - MATTITUCI~KOENIG ENERGY.rck Page 7 of 7 ~2010 New York Energy Conservation Construction Code Certificate Ceiling I Roof 21.00 Wall 13.00 Floor I Foundation 21.00 Ductwork (unconditioned spaces): Window 0.30 0.32 Door 0.t2 0.27 Heating System: Cooling System: Water Heater: Name: Comments: Date: SITE NOTES 1. THE PROPERTY OWNER SHALL KEEP THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CURRENT SO THAT IT, AT ALL TIMES, ACCURATELY DOCUMENTS THE EROSION AND SEDIMENT CONTROL pRACTICES THAT ARE BEING USED OR WILL BE USED DURING CONSTRUCTION, AND ALL POST-CONSTRUCTION STORM WATER MANAGEMENT PRACTICES THAT WILL BE CONSTRUCTED ON THE SITE. AT A MINIMUM, THE OWNER SHALL AMEND THE SWPPP WHEN, (1) WHENEVER THE CURRENT PROVISIONS PROVE TO BE INEFFECTIVE IN MINIMIZING POLLUTANTS IN STORM WATER DISCHARGES FROM THE SITE, (2) WHENEVER THERE IS A CHANGE IN DESIGN, ;ONSTRUCTION, OR OPERATION AT THE CONSTRUCTION SITE THAT HAS OR COULD HAVE AN EFFECT ON THE DISCHARGE OF POLLUTANTS, OR (3) TO ADDRESS ISSUES OR DEFICIENCIES IDENTIFIED DURING AN INSPECTION BY A BUILDING INSPECTOR, OR OTHER REGULATORY AUTHORITY. 2. THE BUILDING DEPARTMENT MAY NOTIFY THE OWNER AT ANY TiME THAT THE SWPPP DOES NOT MEET ONE OR MORE OF THE MINIMUM REQUIREMENTS OF THE BUILDING PERMIT. THE NOTIFICATION SHALL BE IN WRITING AND IDENTIFY THE PROVISIONS OF THE SWPPP THAT REQUIRE MODIFICATION. WITHIN FOURTEEN (14) CALENDAR DAYS OF SUCH NOTIFICATION, OR AS OTHERWISE INDICATED BY THE TOWN, THE OWNER SHALL MAKE THE REQUIRED CHANGES TO THE SWPPP AND SUBMIT WRITTEN NOTIFICATION TO THE TOWN THAT THE' CHANGES HAVE BEEN MADE. IF THE OWNER DOES NOT RESPOND TO THE TOWNS'S COMMENTS IN THE SPECIFIED TIME FRAME, THE TOWN MAY ISSUE A STOP WORK ORDER AND/OR SUSPEND THE CURRENT BUILDING PERMIT. 3. PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION ACTIVITY, THE OWNER vlUST IDENTIFY THE CONTRACTORS AND SUBCONTRACTORS THAT WILL BE {ESPONSJBLE FOR tNSTALMNG, CONSTRUCTION, REPAIRING, REPLACING, NSPECTING, AND MAINTAINING THE EROSION AND SEDIMENT CONTROL PRACTICES NCLUDED ~N THE SWPPP; AND THE CONTRACTORS AND SUBCONTRACTORS THAT WILL BE RESPONSIBLE FOR CONSTRUCTION THE POST CONSTRUCTION STORM WATER MANAGEMENT PRACTICES INCLUDED IN THE SWPPP. THE OWNER SHALL HAVE EACH OF THE CONTRACTORS AND SUBCONTRACTORS IDENTIFY AT LEAST ONE PERSON FROM THEIR COMPANY THAT WILL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP. 4. THE OWNER SHALL HAVE EACH OF THE CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN ITEM #3 ABOVE SHALL SIGN AN AFFIDAVIT STATING, "1 HEREBY CERTIFY AND I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP AND AGREE TO iMPLEMENT ANY CORRECTIVE ACTIONS IDENTIFIED BY THE BUILDING INSPECTOR DURING A SITE INSPECTION." IN ADDITION TO PROVIDING THE AFFIDAVIT, THE CERTIFICATION MUST ALSO IDENTIFY THE SPECIFIC ELEMENTS OF THE SWPPP THAT EACH CONTRACTOR AND SUBCONTRACTOR WILL SE RESPONSIBLE FOR AND INCLUDE THE NAME AND TITLE OF THE PERSON PROVIDING THE SIGNATURE, THE NAME AND TITLE OF THE CONTRACTOR RESPONSIBLE FOR THE SWPPP IMPLEMENTATION; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE CONTRACTING FIRM; THE ADDRESS (OR OTHER IDENTIFYING DESCRIPTION) OF THE SITE; AND THE DATE THE CERTIFICATION AFFIDAVIT IS S~GNED. THE OWNER SHALL ATFACH THE CERTIFICATION AFFIDAVIT TO THE COPY OF THE SWPPP THAT IS MAINTAINED AT THE CONSTRUCTION SITE. IF NEW OR ADDITIONAL CONTRACTORS ARE HIRED TO IMPLEMENT MEASURES IDENTIFIED IN THE SWPPP AFTER CONSTRUCTION HAS COMMENCED, THEY MUST ALSO SIGN THE CERTIFICATION AFFIDAVIT AND PROVIDE THE INFORMATION LISTED ABOVE. SITE PLAN REQUIREMENTS SCOPE: SITE PLAN MODIFICATIONS REQUIRED FOR A SINGLE FAMILY, TWO STORY RESIDENCE, INCLUDING TWO CAR GARAGE, UNF[NIHSED CELLAR, AND REQUIRED SEPTIC SYSTEM. LOCATION: SOUTH SIDE OF JACKSON'S LANDING, 550.86' EAST OF MILL ROAD DISTRICT 1900, SECTION 113, BLOCK 4, LOT 8 PROJECT TYPE: SINGLE FAMILY RESIDENCE PROJECT SIZE' 1890 S.F. FIRST FLOOR 605 S.F. SECOND FLOOR 233 S.F. FRONT PJO PORCH 198 S.F. FRONT ROOF DECK 212 S.F. REAR GREAT ROOM DECK 83 S.F. REAR MASTER BEDROOM DECK 406 S.F. GARAGE 1755 S,F. CELLAR SITE STATISTICS AREA OF LOT. AREA OF DEC DETERMINED TIDAL WETLANDS BOUNDARY: ;lEA OF LOT DISTURBANCE. AREA OF NON-DISTURBANCE: ARE OF EXISTING VEGATATION TO REMAIN: AREA OF GRASS AND LANDSCAPING: 'OTAL AREA OF LANDSCAPING AND UNDISTURBED VEGETATI( AREA OF BUILDING COVERAGE: AREA OF POROUS GRAVEL DRIVEWAY: AREAS 24~222,20 sq ff 4,223.61 SCl fl 14,893.739q 5 9~328.479q fl 9,328.479q fl 11,465.669q fl 20~794.13sq fi 2,518.299q [1 882.489c =ERCENTAGES 17.44 "4 38.51 M 85.85 o/ 10.40°4 3,52 0/ SOIL DESCRIPTION: THE SOILS ARE DESCRIBED IN THE TEST BORING SAHOWN ON THE SITE PLAN. CONSTRUCTION PHASING 1. LAND CLEARING UP TO "LINE OF NONDISTURBANCE". 2. INSTALLATION OF CONSTRUCTION PHASE EROSION AND SEDIMENT CONTROL MEASURES. 3. INSTALLATION OF ROOF DRAINAGE STORM WATER DRAINAGE POOLS. 4. INSTALLATION OF SEPTIC SYSTEM. 5. INSTALLATION OF UNDERGROUND UTILITIES. 6. BACKFILL UTILITIES AND SEPTIC. 4. FOUNDATION EXCAVATION. 5. FOUNDATION FORMWORK. 6. CONCRETE FOUNDATION POUR AND CURE FOR 7 DAYS. 7. REMOVE FOUNDATION FORMS, 8. INSTALLATION OF FLOOR JOISTS AND pLYWOOD SUBFLOOR. 9. HOUSE FRAMING AND CONSTRUCTION. 19. FINAL PROPERTY GRADING. 11. INSTALLATION OF FINAL EROSION AND SEDIMENT CONTROL MEASURES. 11. LANDSCAPING AND GRASS SEEDING. 12. ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. KOENIG SWPPP SI I PLAN 610 JACKSONS LANDING,, MATTITUCK, NY 11952-2055, 631-864-7418 DRAINAGE CALCULATIONS FOR 2" RAINFALL NORTHEAST DRAINAGE AREA: RD#' AREA = 749 SF CALCULATION RATE' 105% IMPERVIOUS WITH 2 iNCH RAINFALL VOLUME: 7496F Xl.00X2112FT=I24.78C.F. 5 FT. DIA. RING = 42.24 C.F. PER VERT. FT. REQUIRED DEPTH: 124.78 /42.24 C.F. PER VERT. FT. = 2.95 VERT. FT. REQUIRED PROVIDED DEPTH = 4 VERTICAL FEET (1) 3 FT. DEEP POOL NORTHWEST DRAINAGE AREA: RD#2 AREA = 720 SF CALCULATION RATE: 100% IMPERVIOUS WITH 2 INCH RAINFALL VOLUME: 7206F X1,00X2112FT--ll~.95C.F. 8 FT. DIA. RING = 42.24 C.F. PER VERT. FT. REQUlREDDEPTH 119.95 /42.24C.F, PERVERT. F%=2.84 VERT. FT. REQUIRED PROVIDED DEPTH = 4 VERTICAL FEET 3 FT. DEEP POOL SOUTHWEST DRAINAGE AREA: RD#3 AREA = 947 SF CALCULATION RATE: 100% IMPERVIOUS WITH 2 INCH RAINFALL VOLUME: 947 SFX 1.00 X 2112 FT = 157.77 C,F. 8 FT. DIA. RING = 42.24 C.F. PER VERT. FT. REQUIRED DEPTH: 157.77 /42.24 C.F, PER VERT. FT. = 3,74 VERT. FT. REQUIRED PROVIDED DEPTH = 4 VERTICAL FEET (1) 4 FT. DEEP POOL SOUTHEAST DRAINGE AREA: RD#4 AREA = 193 SF CALCULATION RATE: 100% IMPERVIOUS WITH 2 INCH RAINFALL VOLUME: 183 SF X 1.90 X 2112 FT = 32.15 C.F. 8 FT. DIA. RING = 42.24 C.F. PER VERT. FT. REQUIRED DEPTH: 32.15 / 42.24 C.F. PER VERT. FT. = 0.76 VERT. FT. REQUIF~ED PROVIDED DEPTH ~ 4 VERTICAL FEET (1} 1 FT. DEEP POOI- FLEW, NOT TO SCALE ~~ ~_R[:~.BRS, STE~L pICKETS ~ ER E~B' S~ARE$ PLACE~ ~ ] 1/~' T~ B IN 6ROUNd, CRNSTRUCT BN SPECIFICATIONS NEW YORK STATE 9EPABTNENT DF TRC, BSPDBTATION, STRAW ~ALE DIKE VICINTY MAP #1 NO SCALE BUILDING DEPARTMENT NOTES OWNER/APPLICAT: ERIC KOENIG 31 OAKLAWN DRIVE COMMACK, NY 11725 63%864-7418 PROPERTY ADDRESS: 610 JACKSON'S LANDING MATTITUCK1 NY 11952 PROPERTY TAX ID#: DISTRICT 1000, SECTION 113, BLOCK 4, LOT 8 PROPERTY DESCRIPTION: SOUTH SIDE OF JACKSONS LANDING, 550.86' EAST OF MILL ROAD PROPERTY ZONING: ZONED RESIDENTIAL R-40 SINGLE FAMILY RESIDENCE RESIDENTIAL LOW DENSITY AA SOUTHO OFTRUSTEES25'-0" NON-TURFAREA SOUTHOLD TOWN OF TRUSTEES 25'-0" NON-DISTRUBANCE ~ BUFFER - /t , , I ,,, [ ',, i I I "\ _, EBGE ORTIDA WETLAND.\ ~ ~ ~ FLAGGED, BY ~N-CONSUL~NTS, LINE* STAKED ~ J ~ ~ INC. ON A~RIL~RD, 2001 '~ BALE~ AND Sll' ~ ~ ~ x ~ J ~' ' [~ ,.~ ......... ~ '~ ~ --LIMITOFGRdUND ~ ~ ' I / T~ROUGH BUFFER~ ~t , / T ACCESSWATB ) mm ~ ~~ / m '¢/ ~ ,, ', /; / I ~ ~ TIE LINE~ ~--~-~._ ~ ~ ~ U HIGHWATER U¢ ~~_ ~ ..... ~-~ Z MARK ~ ~ V ~ ~ [~' ~[~PROPOSED~ (1) 4 FT. DEEP POOL (1) 3 FT. DEEP POOL ',12 -, ',, ,!3 -. . .. SETBACF ~ ~-~ ELEV, 9,8' (GRADE) / I ~S: BROWN LOAMY SAND / ~ I ~. CAPACITY (SM) ~ / ~ 27 SQ.FT MINIMUM LIQUID SURFACE ~ ELEV. 7.8 (2.0 DEEP) , , AREA 4 POOLS ~CH CONTAINING (1) 8L0" PALE BROWN FINE TO DIAMETER X 3-0 HIGH CESSPOOL RINGS AND (1) 8'-0" DIA. X 3'-0" MEDIUM SAND DISTRIBUTION RING FOR TOTAL OF (SP) 12'-0" VERTICAL FEET AND 300 SQ.~. NORTH ELEV. 1.5' (8.3' DEEP) WATER FOUND WATER IN PALE BROWN TO MEDIUM BAND (sP) TES HOLE DATE TEST HOLE DATA OBTAINED FROM, MCDONALD GEOSCIENCE FESF~UARY 2, 2001 ABANDONED WELL SCALE: 1" = 20'-0" PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: NATHAN TAFT CORWIN LAND SURVEYORS 1583 MAIN STREET JAMESPORT, NY 11947 631-727-2090 ~-~ WELL 2 1 Mark 4/6/11 8/26/10 Date Revised for final permit revie~ issued for permit. Description Issue/Revision Project ID CAD FlleName KOENIG 10 FINAL.vwx Drawn By E KOENIG Checked By E KOENIG Issue Date: Plot Date: Reviewed by E KOENIG Designed by E KOENIG Subrnltted By E KOENIG Drawin,q Code Revised for final permit review. KOENIG CARMEL:HILL ARCHITECTS www. CARMELHILLcom 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. CARMELHILLcom Email: EKoenig@CARMELHILL.com Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 TITLE SHEET Drawing No. S-1 of 13 KOENIG RESIDENC 610 JACKSONS LANDING MATTITUCK NY 11952-2055 631-864-7418 WFCM 2001 Nailin Schedule Joint Descrlptl_o.r!__ Numberof Numberof ~aaiter To TO Plate tToe Nailed) DoPing JolstTo TO e ~loe Nailed) Jo stTo Parallel Ratter 3oiling Joist Laps Over Padgions Collar Tie To Ratte] (Toe .N_a]led) To Rafter (Toe Nalleg) Board To Ratter (End Nailed) ROOF FRAMING (see Table 3.4A) ~e Table 3.§Al g-Sd 240d Nad S ~a ci~ng-__ ParOdist Bach La Each Lap Petite Each End Each End 3 Plale To To~_~P_la?~Face Nailed) 3 Plal :ersections (Face Nailed) Bt~d TO :ace Nailed) Or Bottom Plate To Stud (End Nailed) @_o_ttom ~l_~te T~o Floor J_~i§t~Ba_qdJ_9!st,~qdjols_t, or BlocMng (Face Nalleg) ~O~D~I a]~ r Oirde¢ (Tee Nailed) To Joist (Toe~Na_~ 2-1~d Per Foot 4-lSd 5-16d J~oln_ts. LEa ~c~ Bid~e _ 2-16d 2-16d 24" O.C, 2-1 gd g-1 gd Per Foot FLOOR FRAMINO 4-8d 2-8d 4-10d Per Joist 2-18d Each End 4-16d _~E~ach Block 4-16d Each Joist 3dOd Per Joist 4-16d per Joist 3-16d Per Foot ~1o cki~nG TO Joist_ftc e~ _ajled~ ~19 c_H n g T~ _s j!!~ r T~o ~P! a_t_e~(To_§ Nailed) Sip To__Be~arn_([ace ~a_l~g)_ -- Joist On Led_g_er To_~eam _(Toe N_ai_le_d) Sand Joist To Joist (Eng Nailed) 3and Joist To SIll OrTop Plate (Toe _Dl_a.g~n al Board Sheathing 2-8d 3-8d ~00F SHEATHING 10d !See Roof and Wall g-ed| 3-10d Per. Suppo~ Wallboard CEILING SHEATHING dd Coo~ers gd Coolers Structural Panels WALL gHEATHING ed 10d e 8hea~all 5g Coolers FLOOR SHEATHING gd 1Od 5d Coolers .= / 1S' Field 1 Od ' g'~dge / 12" Field 10d §" Ed_C B" Field Jackson lndg Hattiluck~ NY t J952-2055 LOCATION MAP NO SCALE Jackson lndg ¥1attituckp NY 'l ! 952-2055 LOCATION MAP NO SCALE UJ (..) (ap) EST HOLE DATE -B~NG DEPARTMENT NOTES 2010 RE~SIDENTIAL CODE OF NEW YORK STATE ~T 1000, SECTION 113, BLOCK 4, LOT 8 ZONED RESIDENTIAL R-40 SINGLE FAMILY RESIDENCE RESIDENTIAL LOW DENSITY AA R-3 PERMANENT RESIDENTIAL OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION 18g0 S,F. FIRST FLOOR 1605 S.F. SECOND FLOOR 233 B.F, FRONT PJO PORCH 188 S,F. FRONT ROOF DECK 212 S.F. REAR GREAT ROOM DECK 83 S.F. REAR MASTER BEDROOM DECK 1755 S.F, CELLAR 406 B.f. GARAGE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEISMIC DESIGN CATEGOm 120 I.NIN O BORNE WIND SPEEO SUBJECTTODAMAGE WEATHERING SEVERE FROST LINE 36" DEPTH TERMITE MOD. TO HEAV~t DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP It DEG, ZONE4 SUFFOLK 5750 HSD FLOOD HAZARDS NONE :REEZING NDEX RIVERHEAD 510 MINIMUM UNIFORM DISTRIBUTED LOADS MINIMUM UNIFORM DISTRIBUTED LOADS USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES DECKS ~ASSENGER VEHICLE GARAGES ATTICS WITHOUT STORAGE (LESS THAN 42" CLEAR HT, ATTICS WITH STORAGE (MORE THAN 42" CLEAR HT.) ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS STAIRS GUARDRAILS AND HANDRAILS ROOF LOADING (LIVE = GROUND SNOW LOAD ADJUSTMENTS ,AS PER TABLE R301.8 OF THE OF NEWYORK STATE) BO PSF 40 PSF 50 PSF 10 PSF 20 PSF 40 PSF 30 PSF 40 PSF 200 PSF 20 PSF 10 PSF 10 PSF AS PER PLAN 10 PSF 10 PSF 10 PSF 10 PSF 10 PSF 10 PSF 12 PSF FOR NORTH · · ~OJAC£NT pROpERS' ~ RAFTERS HAVING SLOPED GREATER THAN 3/12 WiTH NO RN[SHED CEILING ATTACHED TO RAFTERS DEFLECTION OF STRUCTURAL MEMBERS ~EFER TO TABLE R301.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE) INTERIOR WALLS AND PARTITIONS AND PLASTERED CEILINGS FLOORS ALL OTHER STRUCTURAL MEMBERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH d4 112 LOOR AREA CALCULATIONS LOT AREA: 24~222.20 sq f :LOOR AREA: 4,176. tl sq f FLOOR AREA RATIO: 17.24"/ LOT COVERAGE: 2~52§.57 sqf LOT COVERAGE RATIO: 1B.44% EXTERIOR WALLS - WINDOW LOADS a. WITH BRITTLE FINISHES EXEXTERIOR WALLS - WIND LOADS a. With FLEXIBLE FINISHES STRUCTURALMEMBER L/360 LJ240 H/360 L/240 NOTE: L = SPAN LENGTH H = SPAN HEIGHT a, THE WiND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE RAFTER. PARTITION LEGEND NEW EXTERIOR PERIMTER WOOD FRAME WALL CONSTRUCT BY 4" EXPOSURE VINYL SIDING OVER 'TYVEK' HOUSE WRAP OVER 1t2" EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2" X 4" WOOD STUDS ~ 16" C.C. WITH 3-1/2" R-13 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED With 1/2" GYPSUM BOARD NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2" X 4" WOOD STUDS 16" O,C. WITH (1) ONE LAYER OF 1/2" GYP. BD, EACH SIDE. NEW INTERIOR WET WALL WOQ.D FRAME WALL CONSTRUCT BY 2" X 6" WOOD STUDS 16" O,C. WITH (1) ONE LAYER OF 1/2 GYP. SD. EACH SIDE. List SWPPP SiTE PLAN TITLE SHEET 1 TitlE SHEET 2 FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN ELEVATIONS ELEVATIONS SECTIONS SECTIONS SCHEDULES AND PLUMBING RISER DIAGRAMS DETAILS DETAILS Co B htof Ar=hltectural Drawin s- These plans a e pro ec ed b~ federal law and are subject to copyright protection as an ' "architectural work" under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and they may net be used for any project other than that listed at the address shown on the title block without the written consent and compensation of the architect, This protection Includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protecgon, unauthorized use of these plans, work or home represented, can legally result m the cessation of seized and/or moneta compensation Carmelhill Architects and/or Edward Koenig. 2 1 Mark 4/6/11 8/26/10 Date ~.evised for final permit ravia ssued for permit. Description ssue/Revision ProJectID Drawn By Issue Date: Date: Revised for final permit review. KOENIG (OENIG 10 FINALvwx E KOENIG E KOENIG by E KOENIG Designed by E KOENIG E KOENIG Drawing Code CARMEL:HILL ARCHITECTS www. CARMELHILL.com CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 63i-277-3337 Web Page: www. CARMELHILL.com Email: EKoenig @CARMELHILL.com Project Title Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 TITLE SHEET 1 Drawing No. of 13 I: SHALL BE STRUCTURAL CLAY BRICK GRADE SW. MORTAR FOR BRICK TO BE TYPE 1. MASONRY WALLBOARD OF THICKNESS NOTED IN THE CONSTRUCTION DRAWINGS. GYPSUM CORE SHALL STATE RESIDENTIAL CODE PART VIII, CHAPTERS 33-42. ELECTRICAL NOTES ALL CONSTRUCTION COMPLY FULLY WITH THE 2000100 EDITIONS OF THE BUILDING CODE OF NEW~ UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE BE ENCASED ENTIRELY WITH HEAVY MANILA FINISHED PAPER ON FACE SIDE AND STRONG NOTE: ELECTRICAL CONTRACTOR TO CONFIRM LAYOUT ADHERES YORK STATE, THE 200100 RESIDENTIAL CODE OF NEW YORK STATE, AND THE AFPA/WFCM 2001 ~ 'RENGTH. LINER PAPER ON BACK SIDE. WALLBOARD SHALL BE 4 FEET WIDE AND IN LENGTHS OF 6, 7, 8, a, SERVICE: ELECTRICAL SERVICE TO SE 200 AMP. TO REQUIREMENTS OF N.E.C. AND ADJUST AS REQUIRED. HIGH WIND MANUAL, AND THE APPLICABLE PROVISIONS OF O.S.H.A.. ALL CONSTRUCTION AND~1 100 OR 12 FEET TO FIT THE JOB NEEDS AND TO OFFER AS FEW SND AND EDGE JOINTS AS CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES, ETALS NOTES POSSIBLE 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 IN EACH EXISTING BEDROOM, ONE DINANCES ULES, AN REGULATI NS. ALLR QUIREMEN SINTHEC DEBHALL E ~ pLACEDHORIZONTALLYACROSSFRAMINGANDONCEILINGSWITHLONGEDGESPARALLELED ELECTRODE CONNECTED, INACCORDANCEWITNSECTIONE3507ANDSIZEDINACCORDANCE DETECTORINTHEEXITINGFIRSTFLOORCOMMONHALLWAY, AD REDT FTHE ECA OR, O OWN DRA .THI LNO GENERAL:THECONTRACTORSHALLFURNISHANDINSTALLALLWORKUNDERTHISHEADING AND BROKEN ON FRAMING MEMSERS. SCREW61NCHESONCENTERWITH1/4"INCHHEAD, I-ll4 WITHE35031ANDTABLEE35031 RODELECTRODEISTOBEMADEOFZINCCOATEDIRONOR EXISTING SECOND FLOOR COMMON HALLWAY, AND ONE DETECTOR 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 BE DONE BY CRAFTSMEN SN[LLED IN THIS WORK SO THAT ALL FITTED BE 1/2" MINIMUM DIAMETER, IN ACCORDANCE WITH E3505.2.1. WITH RCNYS SECTION R313. THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. EDGES AGAINST MILLWORK ARE SCRIBED NEATLY AND ACCURATELY. ALL CEILING END JOINTS STRUCTURAL STEEL: ASTM-A36. SHOP FABRICATE ALL PIECES CALLED FOR AS WELDgD. PRIOR AND SIDEWALL 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 INSTALL CARBON MONOXIDE SENSORS AS REQUIRED IN EXISTING 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 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. LIVING AREAS IN CONFORMANCE WITH R313.4. 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 BEADS ON ALL EXTERIOR CORNERS AND ANGLES IN STRICT ACCORDANCE 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`S DIRECTIONS AND ROUND CORNERS TO FINISH SPECIFICATIONS. UPON COMPLETION OF WORK, TBST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM ELECTRIC LEG E N D 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, SHORTS, GROUNDS, OR IMPROPER CONNECTIONS. COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN ALL DIMENSIONS TO INSURE THE INSTALLATION. BOARD AS A TILE BASE FOR TUB AND SHOWER AREAS. ~ INDICATES NEW SWITCH / PROPER STRENGTH, FIT, AND LOCATION OF THE STRUCTURAL WORK, REPORT TO THE OWNER -- AND CARMELHILL ARCHITECTS ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR THE DESIGN, FASRICATION, AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN JOINT FINISH: AT ALL JOINTS, INTERIOR ANGLES AND CORNERS, INSTALL 2 INCH WIDE CROS~(~,~ ALL CONSTRUCTION SHALL COMPLY With THE 20010 ENERGY CONSERVATION CONSTRUCTION).~~(~='"~ INDICATES NEW THREE WAY SWITCH OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW ~.CCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS. FIBERED, PERFORATED PAPER TAPE HAVING AN AVERAGE CROSS TENSILE STRENGTH OF 4 CODE OF NEW YORK STATE WORK. NOTIFY OWNER AND CARMELHILL ARCHITECTS OF ALL CHANGES. POUNDS PER LINEAL INCH. TAPE SHALL BE SMOOTHLY IMBEDDED IN JOINT CEMENT, BEDDIN INDICATES NEW DUPLEX OUTLET SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 TYPE, WITH SUITABLE MACHINE APPLICATOR OR TOOLS. AFTER JOINTS HAVE THOROUGHLY I, EDWARD KOENIG, A LICENSED ARCHITECT IN NEW YORK STATE, FIRMLY ATTEST, WHEN MY ---ACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING SERIES ELECTRODES AND A307 BOLTS WITH LOCK WASHERS, RESPECTIVELY. DRIED 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. OUTLET HIS WORK DURING DEMOLITION AND CONSTRUCT[ON AGAINST DAMAGE, BREAKAGE, AND BROAD, TAPERED AND FEATHERED SAND OF TOPPING CEMENT. FINISH COAT ALL SCREW MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THAT THESE CONSTRUCTION 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 SURFACE IMPERFECTIONS. AFTER 400 HOURS DRYING TIME, SAND ALL DRAWINGS, SPECIFICATIONS, AND ATTACHED RESCHECK CALCULATIONS, ARE iN COMPLIANCE INDICATES NEW CO-AXIAL CABLE T.V. JACK. WHEN SHOWN PRACTICE. R-342.1. JOINT AND DIMPLE AREAS WITH SMOOTH SANDPAPER. WITH THE 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE AND THE 2010 ENERGY GROUPED WITH TELEPHONE JACK, UTILIZE FACE PLATE WITH INTEGRAL TV CABLE JACK AND TELEPHONE JACK. ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OSSERVATION. DEMOLITION NOTES PATCHING AND CLEANING: DO ALL NECESSARY PATCHING AND REPAIRING OF THE DRYWALL NSERVATIO CONSTRUCTION COD OF NEW Y RK STATE. 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 REMOVE ALL RUBBISH FROM THE PREMISES. X~7 CABLE TV JACK, UTILIZE FACE PLATE WITH iNTEGRAL TV CABLE AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, DEMOLITION AND NOTIFY THE HOME OWNER AND CARMELHILL ARCHITECTS OF ANY PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK, LATEST EDITION, JACK AND TELEPHONE JACK. SEQUENCE, AND PROCEDURES OR FOR THE SAFETY PROGRAMS IN CONNECTION WITH THE CONDITIONS iNCONSISTENT WITH THESE pLANS. TILE WORK: TILE, MARBLE, SLATE, ETC, TO BE THOROUGHLY CLEANED WHEN WORK IS PROVIDED BY THE UNITED STATES DEPARTMENT OF OF ENERGY AS ALLOWED BY ENERGY PROJECT. COMPLETED AND AGAIN AFTER OTHER SUBCONTRACTORS HAVE COMPLETED THEIR WORK. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CHAPTER 1, SECTION 101.3.1 INDICATES NEW SURFACE MOUNTED INCANDESCENT LIGHT PROCEED WITH DEMOLITION FROM TOP TO BOTTOM, REMOVE EXISTING ROOF AS REQUIRED CONTRACTORS TO REPLACE ALL DAMAGED OR DEFECTIVE WORK. ALL COLORS OF MATERIALS (~) FIXTURE SITE WORK NOTES FOR NEW ADDITION. DO NOT REMOVE ITEMS SUPPORTING OTHER ITEMS WITHOUT PROVIDING TO BE SELECTED BY OWNER. VARIEGATED COLOR SLATE AND QUARRY TILE SHALL BE AS THERMAL AND MOISTURE PROTECTION i TEMPORARY OR PERMANENT BRACING AS REQUIRED. SELECTED BY OWNER AND LAID WITH % INCH JOINTS. I~) INDICATES NEW RECESSED INCANDESCENT LIGHT FIXTURE ,I GENERAL, THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE ALL NEW CONSTRUCTION SHALL CONFORM TO THE 20010 ENERGY CONSERVATION N CONSTRUCTION DRAWINGS. EARTH BANES SHALL BE BRACED AGAINST CAVING IN THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCE8 INCLUDING N.F.P.A. PLUMBING NOTES CONSTRUCTION CODE OF NEW YORK STATE. ~ INDICATES NEW WALL PENDANT MOUNTED INCANDESCENT LIGHT WORKING AREA. THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON 241 FOR ALL DEMOLITION WORK.T FIXTURE SOLID UNDISTURBED EARTH. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. PERMITS AND REGULATIONS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, ALL INSULATION SHALL COMPLY WITH NEW YORK STATE RESIDENTIAL CODE SECTION R320. I CARPENTRY NOTES DRAWINGS, FLOOR PLANS, SCHEMATICS, AND INSPECTIONS AS REQUIRED BY STATE AND ,: ,, ~ i I , CLEARING SITE AND REPAIR: ALL OBSTRUCTIONS TO THE PROGRESS OF THE WORK SHALL BE LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. WHERE NO CODES ALL INSULATION AND VAPOR BARRIERS SHALL SE FIRE RATED AS PER N,Y.S. CODE SECTION ~ INDICATES NEW CEILING MOUNTED PENDANT LIGHT FIXTURE OR REMOVED. PAVINGB, WALKS, CURBS, ETC., DAMAGED DURING CONSTRUCTION, SHALL BE ALL FRAMING LUMBER SHALL BE AS SPECIFIED IN THE WOOD FRAMING NOTES AND EXISTS, THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW R320. CHANDELIER ,, , 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, RESIDENTIAL CODE OF NEW YORK STATE, AND ALL APPLICABLE SUPPLEMENTS , PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. LARCH #2 Fb = 875 MINIMUM WITH ADJUSTMENT FACTORS AND E = 1,600,000 MINIMUM. ALL INCLUDING SOUTHERN BUILDING CODE CONGRESS. ALL ROOFING SHALL COMPLY WITH SECTIONS R902, R903, R904, AND R905.2 OF THE ~T INDICATES NEWTIMER SWITCH OPERATED BATHROOM EXHAUST WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL AND STRUCTURAL MEMBERS RESIDENTIAL CODE OF NEW YORK STATE. FAN VENTED TO EXTERIOR THROUGH ATTIC AND ROOF VENT TOPSOIL REMOVAL' REMOVE ALL TOPSOIL OVER THE BUILDING AREA AND FOR A DISTANCE OF SUPPORTING PORCHES AND BALCONIES SHALL BE ACC PRESSURE TREATED WOOD. ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH NEW YORK STATE TEN (10) FEET BEYOND THE OUTSIDE WALLS. PLACE SAME IN A NEAT PILE ON THE LOT AS RESIDENTIAL CODE PART VII, CHAPTER 25-32 ALL FLASHING SHALL COMPLY WITH SECTION R703.5 OF THE RESIDENTIAL CODE OF NEW YORK O INDICATES NEW SMOKE DETECTOR WITH BATTERY BACK UP. ALL SMOKE DETECTORS SHALL SE HARD WIRED AND iNTERCONNECTED DIRECTED. CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/0 OF THE JOIST DEPTH SHALL BE STATE, 2 4/6/1 1 Revised for final permit review PERMITTED EXCEPT IN THE MIDDLE THIRD OF THE SPAN. NO STUD SHALL BE CUT MORE THAN SEWER AND WASTE PIPING: DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR AS PER RCNYS SECTION R317.1,1 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)400% OF ITS PVC PIPE. EXTERIOR SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703,4 OF THE 'l 8/26/1 0 Issued for permit, 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 JOINTS WELL CAULKED AND CEMENTED. RESIDENTIAL CODE OF NEW YORK STATE. (~ INDICATES NEW 12 VOLT PROGRAMMABLE THERMOSTAT TOPSOIL IS TO SE HAULED AWAY, THE OWNER MUST BE INFORMED BEFORE COMMENCEMENT THE STUD WIDTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: (B)60% OF THE STUD Mark Date Description 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 FRAMED ON WASTE 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 ~) INDICATES NEW HARD WIRED CARBON MONOXIDE SENSOR WITH AGAINST THEM AFTER PROPER BRACING AND WATERPROOFING. BACKFILL SHALL BE THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JO~STS, HORIZONTAL DRAINAGE RUN, AT EACH BRANCH CONNECTION (WHERE ACCESS IS AVAILABLE), ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CODE SECTION R703, PLATIC WRAP BATTERY BACKUP [ssue/Rews~on Revised for ~BBI permit review. WELL-PUDDLED, TAMPED AND FREE OF DEBRIS. AND AT 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 Project ID KOENIG FURNISH AND INSTALL ALL GROUNDS AND/OR NAILERS OF SUFFICIENT SIZE TO ACCOMMODATE CONNECT TO THE VERTICAL STACK(S) WHICH SHALL IN TURN BE EXTENDED THROUGH THE PER TABLE R7002.3.5. 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 SY ROOF AND PROPERLY FLASHED. ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN ~ INDICATES EXTERIOR MOTION SENSOR CONTROLED DUAL BEAM FLOOD LIGHT FIXTURE CAD File Name KOENIG 1 0 FINAL.vwx 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 WASTE TO THE PUBLIC SEWER. WHEN THE PUBLIC SEWER IS HIGHER THAN ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, CASKETED, ~'--~. Drawn By E KOENIG EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, FEATURES. THE MAIN HOUSE DRAIN, A SUMP PUMP SHALL SE PROVIDED. PROVIDE FLOOR DRAINS WITH WEATHERSTRIPPED, OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WATERPROOFING, DRAIN TILE, ETC.. TRAPS AS SHOWN IN THE WORKING DRAWINGS. WINDOWS, DOORS, HVAC DUCTWORK, PLUMBING PIPE, ELECTRICAL PENETRATIONS, ETC. INDICATES CEILING MOUNTED LIGHT FAN WITH LIGHT FIXTURE Checked By E KOENIG SUBFLOORS: SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF Issue Date; 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 SYSTEM' PROVIDE A 1" MINIMUM UNDERGROUND COPPER SUPPLY, LOCATED rECESSED LIGHTING SHALL SE EITHER TYPE lC RATED With NO PENETRATIONS BETWEEN THE -- PIct Date: GRAVEL AT 3'-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, FROM THE PUBLIC WATER MAIN INTO THE HOUSE, FROM METER,CARRY INSIDE OF THE FIXTURE AND CEILING CAVITY, OR TYPE lC OR NON-lC RATED AND INSTALLED IN [] INDICATES NEW TIMER SWITCH OPERATED BATHROOM EXHAUST 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R4001.4.1 OF THE RESIDENTIAL BUILDING CODE MINIMIZE FLOOR SQUEAKS). 3/4" MAIN TO KITCHEN, LAUNDRY, BATH, AND WASHROOM FIXTURES WITH 1/2" BRANCHES TO A SEALED BOX CONSTRUCTED FROM 1/2" GYPSUM BOARD, OR TYPE lC RATED ,TESTED, AND FAN VENTED TO EXTERIOR THROUGH ATTIC AND ROOF VENT Reviewed by E KOENIG OF NEW YORK STATE. FIXTURES AS REQUIRED. CARRY 314" BRANCH TOP WATER HEATER AND 3/4" LINES TO HOSE LABELED AS TO BEING "AIR TIGHT". 50 CFM AS PER RCNYS R303 3 Designed by E KOENIG STAIRS: STAIRS TO BE A MINIMUM OF 36" WIDE. STAIRS TO HAVE 5/4 iNCH STRINGERS, 14116 BIBBS. FROM WATER HEATER, CARRY SM" SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS CONCRETE NOTES INCH TREADS, AND % INCH RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 5-114" AND THE REQUIRED. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE "L" COPPER. PROVIDE HOSE VAPOR RETARDERS (WITH A MAXIMUM PER RATING OF 1 00) MUST BE INSTALLED ON THE "WARM Subm~[ted By E KOENIG MINIMUM TREAD DEPTH SHALL BE 9". THE NOSING ON STAIRS WITH SOLID RISERS SHALL BE BIBBS AS 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 ~.D aw ng Code Drawincl Code 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 S OMD. ALL OF SYSTEM, AT FIXTURES, AND AT HOSE SIBB BRANCHES. :ACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE SEALED AMD 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 TAPED. Architects Seal R315. WATER HEATER * INSTALL 30 GALLON WATER HEATER TO COMPLY WITH SECTIONS P501.4, ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R4004.1.1(2), R404.1.1 (3), AND P§002.4, 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 BASEMENT~ R404.1,t (4) OF THE RESIDENTIAL CODE OF NEW YORK STATE. HARDWARE: FURNISH ALL ROUGH HARDWARE NECESSARY TO COMPLETE JOB. ALL V~/A LL RM2005.1, RM2005.2 OF THE RES[DENT[AL CODE OF NEW YORK. ATTICS, AND FRAMED WALL CAVITIES MUST BE INSULATED TO R-6.5. DUCTWORK LOCATED ON BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS, AND BEARING PLATES UNLESS THE EXTERIOR OF THE BUILDING MUST BE INSULATED TO R-S. CONCRETE STRENGTHS: ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R402.2 OF OTHERWISE NOTED. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAM,S, FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS, DEVICES,OR AUTOMATIC , THE RESIDENT[AL CODE OF NEW YORK STATE. PROVIDE TECO U-GRIPE 1 a GA. GALVANIZED STEEL JOIST AND BEAM HANGERS. SLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS. GAS AND OIL ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED WITH BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY TILE WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED FABRIC OR APPROVED CONCRETE WORK: ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS, FLOORS, ALL ROOF AND WALL PLYWOOD PANELS SHALL MEET THE REQUIREMENTS OF THE L,~TEST FLUE IN MASONRY CHIMNEY. TAPE& STANDARD DUCT TAPE IS NOT PERMITTED. WALLS, TERRACES, OR DRIVES SHALL BE THAT DEFINED AS MINIMUM 35000 PSI AIR-ENTRAINED EDITION DP THE U.S. PRODUCT STANDARD PS-l, AND SHALL BE IDENTIFIED WITH THEi 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 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 SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF SUBFLOOR PANELS SHALL BE SAME AS ABOVE AND SHALL MEET THE REQUIREMENT~ OF THE LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES. THE WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR lb PART OF 350000 PSi AT 28 DAYS AND REINFORCED WITH W.W.F. #6 1{3 X 100 UNLESS OTHERWISE NOTED ON LATEST EDITIONS OF THE U.B. PRODUCTS STANDARD PS-l, AND SHALL SE IDENTIFIE[~ WITH A CIRCULATING SYSTEM. TYPICAL METHODS USED FOR CREATING HEAT TRAPS ARE "U" OR PLANS. CEMENT SHALL BE FIRST CLASS APPROVED BRAND PORTLAND CEMENT. FINE THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. FIXTURES: FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE "RAMS HORN" SENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALMNG AFTERMARI~ET PIPE AGGREGATE SHALL BE CLEAN, SHARP SAND. COARSE AGGREGATE SHALL BE HARD, CLEAN, WORKING DRAWINGS AND REQUIRED BY INSTALLATION AND SELECTED BY OWNER, INCLUDE N~PPLES W~TH INTEGRAL TRAPS. _= :. ;~ ' 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 SPECIFICATION. ' ~' CATCH-MACHINE MIXER OR MOBILE TRUCK MIXER UNTIL THE CEMENT IS THOROUGHLY AROUND ALL OPENINGS AS REQUIRED BY CODE, PROVIDE AT LEAST DOUBLE JOISTS ,AND THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER. FOR ./,~ ,.?.~.~ 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 COVERING PIPES, THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 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. HEATING AND COOLING MUST HAVE A DEADBAND (TEMPERATURE RANGE WHERE NO HEATING BASED OIL MIXTURE RELEASE AGENT. OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE OR COOLING TAKES PLACE) OF AT LEAST 5 DEGREES F, HEAT PUMPS REQUIRE A THERMOSTAT DAMAGING TO CONCRETE MIX. PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS, MAXIMUM SPACE BETWEEN CLEANING AND PROTECTION: ALL FIXTURES AND TRIM SHALL BE PROTECTED, ALL FIXTURES CAPABLE OF PREVENTING BACK-UP HEAT FROM OPERATING WHEN THE HEATING ~ ROWS OF BRIDGING AND SUPPORTS SHALL BE 8'~0", AND FITTINGS CLEANED, AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. FOOTINGS AND PADS: FOOTING WIDTHS SHALL COMPLY WITH TABLE R403.1 DP THE CONDITION DURING CONSTRUCTION, 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 STOATS INSULATION FURNISH AND INSTALL IN ACCORDANCE W[TH MANUFACTURER S INSTRUCTIONS. M £ ILL 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 SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN ACCORDANCE R-VALUES ON INSULATION SHALL COMPLY WITH STATE AND LOCAL ENERGY CODES GLAZED OPENING PROTECTION REQUIREMENTS FOR .... BE FOUNDED ON FIRM, UNDISTURBED, NATIVE, FREE DRAINING SOIL. CONDITIONS FOUND TO LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED, COMPLETE WITH WITH SECTION N1104.5 OF THE RCNYS. CONSTRUCTION IN WIND BORNE DEBRIS AREAS, 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 COIMPLETE FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN, 2" X 35" ARC HITE CTS 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 SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION PERIMETER RIGID FOAM INSULATION BOARD "FOAMULAR 150" AS MFG'D. BY OVVENS CORNING ALL PROPOSED WINDOWAND GLAZED DOOR OPENINGS CONSTRUCTION DRAWINGS, SHALL BE RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES TIGHTENED AGAINST STEEL WASHERS OR PLATES. JO[ST HANGERS AND CONNECTORS, STEEL N11(]3.5 OF THE RCNY. SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS FOR #5 BARS AND SMALLER AND 2" FOR #00 BARS AND LARGER TO SURFACE OF CONCRETE IN BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY DESCRIBED BELOW. CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS. CONCRETE CAST AGAINST AND ACCORDANCE WITH N.Y.S. CODE REQUIREMENTS. HVAC NOTES IN INSULATION FOAM. PERMANENTLY IN CONTACT WITH THE EARTH SHALL MAINTAIN 3" COVERAGE. FOOTINGS SHALL Amendment to drawings for compliance with Residential Code of I 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 SEATB GENERAL: THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN ROOFING SHINGLES: FURNISH ASPHALT SHINGLES IN COMPLAINCE WITH SECTION R905.2.4 New York State Section R613.4 W~nd-Borne Debris protechon SQUARE FOOT, UNDISTURBED VIRGIN SOIL. ANCHORED TO CONCRETE BASE. ALL POSTS RESTING ON TOP OF STEEL BEAMS SHALL HAVE CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF WITH SELF SEALING STRIPS OR INTERLOCKING, ALL ROOf SHINGLES TO COMPLY WITH ASTM D ClIP ANGLES BOLTED OR WELDED TO THE FLANGES Of THE STEEL BEAM. BEARING pLATES THE CONTRACT, THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE WITH THE 225 OR D 3462, SHINGLES TO BE SELECTED BY OWNER AND INSTALL STRICTLY IN ACCORDANCE R613.4 Wind-borne debris protection, Protection ot'exlerior CONCRETE FLOORS: CONCRETE FLOORS SHALL BE 4 INCHES THICK UNLESS OTHERWISE AND MOISTURE BARRIER SHALL BE PROVIDED. EXISTING SYSTEM. ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND DONE BY WiTH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS. SELF SEALING ASPHALT ROOF windows and glass doors in buildings located h~ hnrdea~e- NOTED ON THE PLANS, WITH A MONOLITHIC FINISH AND TROWELED TO A HARD SMOOTH MECHANICS SKILLED IN THE TRADE. SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF BIX FASTENERS PER STRIP SHINGLE OR prone re§ions gem wind-borne debris emil be in accordance I SURFACE, PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN ON CONSTRUCTION DOORS, WINDOWS, & GLASS NOTES AS PER THE MANUFACTURERS REQUIREMENTS, WHICHEVER IS GREATER. with Section RS0] .2.1 DRAWINGS. SiZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN iN THE WORKING PERMITS AND REGULATIONS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, , · 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 TRIM. DRAWINGS, FLOOR PLANS, SCHEMATICS, AND INSPECTIONS AS REQUIRED BY STATE AND ROOFING FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL SE GALVANIZED STEEL, RABBET JAMBS 1-3/4 INCHES TO RECEIVE DOORS AB SCHEDULED IN THE CONSTRUCTION LOCAL CODES 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.i.2 Internal pressure. Windows in buildings lo- LAYERS. DRAWINGS. WHERE SHOWN, SIDELIGHTS SHALL BE INTEGRAL WITH DOOR FRAME. DOOR EXISTS, THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW MINIMUM 3/8" DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE cared in wind-borne debris Tegions shall have glazed www. CARMELHILL.com 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, RESIDENTIAL CODE OF NEW YORK STATE, AND ALL APPLICABLE SUPPLEMENTS ROOFING MATERIALS AND A MINIMUM OF 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF OpeDings protected from wlnd-horoe debris or the OF CRUSHED STONE OVER AREA OF HOUSE AND GARAGE. SAME TO BE RAKED LEVEL AND INCLUDING SOUTHERN BUILDING CODE CONGRESS. SHEATHING IS LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE MACHINE COMPACTED. LAY ONE LAYER OF 00 MIL POLYETHYLENE VAPOR BARRIER APPROVED EXTERIOR GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1687. i0g sho[~be designed as a partlally enclosed hul]dlng inner FOR USE WITH CONCRETE ON GRAVEL FILL AT LIVING AREAS. BARRIER TO BE LAPPED 4 R-613 OF THE RCNYS. MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH NEW YORK STATE cord~ce witl~ the Building Code Of New York Stale. Architecture Firm INCHES AT ALL JOINTS AND FOLDED UP AT EXTERIOR EDGES OF SLAB. RBSlDENTIAL CODE PARTS V & Vi, CHAPTERS 12- 24 SHEET METAL WORK FURNISH AND INSTALL ALL LABOR AND MATERIAL NECESSARY TO MAKE Glazed openihg protection Ibr wind-borne debris shall CARMELHILL ARCHITECTS EXTERIOR DOORS ARE TO BE THERMA TRU OR STANLEY AS SELECTED BY OWNER. ~/~NDOWS WATERTIGHT ALL FLASHING, VALLEYS, CHIMNEY SADDLES, RIDGES, CONDUCTORS, ETC.. ALL meet the reqLfirements of the Large Missile Test of ASTM 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: INSTALL FORCED HOT AIR HEATING SYSTEM WITH CENTRAL A/C OPTION. GALVANIZED STEEL USED SHALL BE NO. 26 GAUGE. ALL ALUMINUM USED SHALL SE 0.032 INCH EDWARD KOEHIG - R.A., N.C.A.R.B. CURE TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING MATCH EXISTING. FINISH HARDWARE: FURNISH ALL FINISH HARDWARE NECESSARY TO SYSTEM TO BE EQUIPPED WITH VARIABLE HUMIDITY CONTROLS. MINIMUM. ALL COPPER USED SHALL BE 16 OUNCE HARD COPPER MINIMUM, WHEREVER E 1996 and nfASTM E 1886 re ferene0d THE WALLS AND BASEMENT WALL WATER PROOFING/MEMBRANE. BRACE WALLS ARE COMPLETE THE JOB. POSSIBLE, ALL WORK SHALL SE PREFABRICATED IN THE SHOP AND INSTALLED WITH AS FEW Exception: Wood structural panels with a minimurn 16 William Avenue REQUIRED. DO NOT BACKFILL BEFORE BASEMENT CEILING JOISTS/FIRST FLOOR JOISTS ARE THE HVAC CONTRACTOR SHALL SIZE THE HEATING AND AIR CONDITIONING EQUIPMENT IN FIELD SOLDERING JOINTS AS POSSIBLE. PAINT ALL GALVANIZED WORK WITH ONE COAT OF East Islip, NY 11730-2305 INSTALLED. THE HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE B CONFORMANCE WITH THE STANDARDS PUBLISHED BY MANUAL J, PUBLISHED BY THE AIR ~UST INHIBITING OIL TYPE CLEAR METAL PRIMER BEFORE INSTALLATION. thlckr, esa o['7/16 inch (I i.[ mm) and a maximum span FOR A MEAN ROOF HEIGHT OF 25 FROM TABLE R301.2(3). CONDITIONING CONTRACTORS OF AMERICA (ACCA), o f 8 feet (2438 turn) shall be permitted for opening 631-277-3337 ROD REINFORCEMENT SHALL BE MINIMUM GRADE 400 INTEBMEDIATE GRADE DEFORMED BARS GUTTERS: ALL GUTTERS TO BE 12 GIRTH AS DETAILED, SECURED EVERY 32 INCHES WITH protection in o00e- asd two-story buildiogs, Panels shall Web Page: www. CARM ELHILL,com CONFORMING TO ASTM A615, A616, A617, OR A706 AND ASTM Al 85 AND A82. THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: HEATING AND AIR-CONDITIONING SYSTEM: HEATING, VENTILATING, AND AIR-CONDITIONING MALLEABLE IRON HANGERS be precut to cover the glazed opanings with attachment Emaih EKoenig@CARM ELH WALL ZONE 4 = 100.5 /-20.4 SYSTEM SHALL BE DESIGNED FOR LOCAL WEATHER CONDITIONS IN ACCORDANCE W~TH THE JOINT REINFORCEMENT, ANCHOR TIES, AND WIRE FABRIC SHALL CONFORM TO THE WALL ZONE 5 = 19.5 /-24 6 DESIGN 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, Attachnlents shall he provided in FOLLOWING STANDARDS: ABTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND AND AlE-CONDITIONING ENGINEERS, AND SHALL CONFORM TO THE RULES AND REGULATIONS INTERSECTIONS OF ALL DISSIMILAR MATERIALS SHALL BE CAULKED WITH THE BEST GRADE ~ccordanee w~t~ Table RS0 i.~. ! .2 or shah be designed TIES; ASTM A 36 FOR STEEL PLATE, HEADED AND BENT BAR ANCHORS, AND ASTM A 3600 FOR WEATHERSTR~PPING: FURNISH AND INSTALL SPRING BRONZE WEATHERSTRIPS COMPLETE OF THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ANY AND ALL GOVERNING LOCAL AND NON-HARDENING, NONOSTAINING ELASTIC COMPOUND AND APPLIED AS SOON AFTEB to resist the ¢ompona~ts and claddln~ loads determined Proiect TiDe SHEET METAL ANCHORS AND TIES. WITH INTERLOCKING SILLS FOR ALL EXTERIOR DOORS WHEN WEATHERSTRIPPING I~ NOT STATE CODES. INSTALLATION OF SURROUNDING WORK AS POSSIBLE. inaccordasccwilhflteprovisionsoflheBuildin~Code Koenig Residence FURNISHED BYTHE MANUFACTURER. ro,'kState. 610 JACKSONS LANDING GALVANIZED METAL ACCESSORIES: METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT THE MINIMUM INSULATION THICKNESS FOR HVAC PIPING SHALL BE IN ACCORDANCE WITH BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, CHIMNEYS, DIRECTLY EXPOSED TO WEATHER SHALL CONFORM TO ASTM A t 53, CLASS B-2. METAL WINDOWS SHALL BE OF SIZE/TYPE NOTED AND SHALL BE COMPLETE WITH INSULATED GLASS, SECTION N11003.5 OF THE RCNY. WINDOWS, DOORS, ETC.). MATTITU C K, NY 11952-2055 STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND CONFORM WITH GRILLES, AND SCREENS. EXTERIOR DOORS SHALL BE INSULATED AND WEATHERSTRIPPED. ASTM A 641, CLASS 1. METAL PLATES, CONNECTORS, SCREWS~ BOLTS, AND NAILS EXPOSED ALL CLOTHES DRYERS ARE TO BE EXHAUSTED ~N COMPLIANCE WITH G2437 AND RM1501 OF ~L~ DIRECTLY TO THE EXTERIOR WEATHER ARE TO STAINLESS STEEL, HOT DIPPED GALVANIZED ALL GLAZING IN DOORS, FIXED SIDE PANELS, ADJOINING DOORS, AND SHOWER STALIL SHALL THE RCNY. WIND-BORNEFoRDEBRISwooD STRUCTURALPROTECTION FASTENINGpANELaa,b,c,aBcHEDuLE 631-864-741 AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO FORM A ZINC COATING NOT LESS BE SHA~rER PROOF GLASS AND SHALL BE PERMANENTLY AND LEGIBLY MARKED. THAN I CZ PER SO.FT. OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 CZ PER ALL BATHROOMS ARE TO BE VENTED AS PER R303.3 OF THE RCNY. ~ FASTENER SPAC]Na SQ.FT. OF STEEL CONFORMING TO ASTM BO, ALL DOORS, OPENINGS, AND WINDOWS TO BE SET WITH TOP AT 6'-10 1/2" A,F.F. UNLESS 4 foot 6 foot OTHERWISE NOTED. ALL WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE ELECTRICAL NOTES FAaTENEE Panel ·pad < paneI ~pan < panel span WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST EDITION OF THE NATIONAL Wood screws TITLE SHEET 2 GLAZED OPENING PROTECTION REQUIREMENTS FOR CONSTRUCTION IN WIND BORNE DEBRIS AREAS, ALL PROPOSED WINDOWAND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS DESCRIBED BELOW. Amendment to drawings for compliance with Residential Code of New York State Section R613.4 W~nd-Borne De~ris protection R613.4 Wind-borne debris protection. Protection ot'exleriar windows and glass doors in buildings located in hurricane- prone regions gom wind-borne debris shall be in accordance with Section R30],2.1.2, R301.2.i.2 Internalpressure. W~ndowa in buildings lo- cated in wind-borne debris regions shall have glazed openings protected from wlnd-horoe debris or the build- ina shall be designed as a partially enclosed building in act- cordance with the Buildlng Code of New York State. Glazed opening protection Ibr wind-borne debris shall meet the requirements of the Large Missile Test of ASTM E 1996 and nf ASTM E 1886 referenced therein. Exception: Wood stntctural panels with a mininmrn thlckr, ess o['7/i 6 inch (I i. I mm) and a maxinmm span of 8 feet (2438 mrn) shall be permitted for opening protection in one- and two-story buildings, Panels shall be precut to cover the glazed openings with aLtachment hardware provided, Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and claddlng loads determined in accordance with the provisions of the Building Code _of New York State. WIND-BORNE DEBRIS PROTECTION FASTENING BCHEDULE FOR WOOD STRUCTURAL PANELaa,b,c,a FASTENER SPACING 4 foot 6 foot 21/z'' #6 16~ t2/, §. 4" X 4" P.T. POST OVER 8" DIA~ POURED CONCRETE PIER OVERil 1'4" X 1'4" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOl L6 X L6 X 1/2" STEEL LINTEL .(2) 2 X 10" P.T. BEAM BOLTED TO EXISTING STRUCTURE WITH 1/2" DIA. GALV. BOLTS @ 1 '-6" C.C. "STAGGERED" 57'-3" POST OVER 12" DIA. POURED CONCRETE PIER OVER 1'4" X 1'4" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOIL (2) 2 X 12" P.T. BEAM L6 X STE iL LINTEL L6 X L6 X 1/2" STEEL LINTEL L6 X LO X 1/2" STEEL LINTEL PROPOSED CELLAR L 1-3/4" x 11-7/8,, F -I~fCRO~.~ BE^iw ---- I I I I L__' 16" X 8" POURED CONCRETE FOOTING ~5D0 PSI AT 28 DAYS MIN. WITH (2)#5 ~F-BAR BEARING ON UNDISTURBED :OiUNDATION WALL - 8" POURED 3ONCRETE FOUNDATION WALL 3500 PSI ~,T 28 DAYS MIN, WITH #5 REBAR 4ORIZONTAL AT TOP OF FOUNDATION NALL CONTINUOUS AT CORNERS, ~ WITH (2) OF THE RCNYS PROPOSED U N EXCAVATED pO RED CONCRETE ER BEARING ON VIRGIN SOIL STRINGER lNG UNDISTURBED VIRGIN S )IL 14'-4" 8L0" 4'-3" 4'-3" FOUNDATION PLAN SCALE 1/4" = 1'~0" 8'-11" ~," POURED CONCRETE FLOOR SLAE ¢," COMPACTED CRUSHED GRAVEL. =ITCH FLOOR SLAB 1/8" PER FOOT DOORS 8/26/10 Mark ~ Date Revised for final permit revie~ Issued for permit. Description Issue/Revision Project ID KOENIG 10 FINAL,vwx Drawn By E KOENIG Checked By E KOENIG Issue Date: Plot Date: Reviewed by E KOENIG Designed by E KOENIG ' Submitted By E KOENIG Drawing Code Revised for fina,I permit review, KOENIG CARMELHILL ARCHITECTS www. CARMELHILL.com 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@CARMELHILLcom ecl Title Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 FOUNDATION PLAN Drawing No. A-3 of 13 36" HIGH RAILING WIDTH VERTICA( a 57~rX-6" P. h DECK]FTG~%VER 2'~¢8" ~ ~" X 9" PRESSURE TREATED NO~O EXCEED 4"_~ ~ / RPAnEn WITH ~N~I2~AII/ EXISTING STRUCTUR~ ~ITH 1/2 _ ~ DEGK ~,. ~,~v. ~O~TS ~ ~-~ D.C. . ____~____ :'STAGGERED" ,.-3.. ~ ~,'-~" ,'-," ~'-," ~'-~ d . / ~0._~. I""°"°s"o O ..- ............... - EATING AREA o ---,.. .~ ~ GREAT ROOM ..,, ~O~OS~U~ST O .- ,. o BEDROOM¢I ~ ,' ' ,' ~', ,' O ~ ~ -- ~ ................ ~ ' ~, ~" ,' ',,, NOTE GARAGE WALLS AND .RO.OSbR [ ~ ~ ......... DINING ROOM ~ O [ ~ ..... , ~ .......... ~~ ~ ~, ,--r' ~ GAUGE ~ - ; I ~ ,,, ~ O C d ~ ~' ............. ,, ~ ~ ~ _(¢~:~4" X 11-7/8' ~ICRO~ BEA~ ~ 1-3/4"X 11-7/8" MICR( ~M BE~ ', ~ P1/2" DIA STEEL]I ~ ~ ,' . ... ..... ~- ................... ~____.._.. ,, , , ,, / 5 FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" 4DUB. SEE POST 2 '1 Mark 8/26/10 Date Revised for final permit revi Issued for permit. Description Issue/Revision Revised for final permit review, Project ID KOENIG CAD File Name KOENJG 10 FINAL.vwx Drawn By E KOENIG Checked By E KOENIG Issue Date: Plot Date: Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG ~Drawing Code Architect's Seal Drawin,q Code CARMEL:HILL ARCHITECTS www. CARMELHILL.com Architecture Film 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 Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-884-7418 ~heet Title FIRST FLOOR PLAN DraWlngNe. ' ' ,I I ', I ,,, h , ! A-4 of 13 ROOF PLAN SCALE: 1/8" = 1'-0" 5/4" X 6" P.T. DECKING OVER 2" X 8" P.T. FLOOR JOISTS @ 16" D.C. SPACED WITH ONE 12d NAILJ % (M~. CLEAR OPENING NO~O EXCEED 4~ ~ ~ ~ ,' ~S~ DUF. SEE HDUF. SEE HDUF. SEE~ DTL 7/A-1 ~ ~i~O ~ ~ ~ ~ ~C. , 2"XI0"R.R, 16"O.~ ~ ........... ~" ~ ~ ~ 2"X 10" R.R. ~ 16' O ;. ~ ~ ............ , ............. ~ ~ ~ ~ PROPOSEg MASTER ,x, SECOND FLOOR CONSTRUCTION PLAN SCALE: 1/4"= 1'-0" POST 4DUS. SEE 2 1 4/6/11 8/26/10 Date Revised for final permit reviev Issued for permit. Mark DescriDtion Project ID CAD File Name Revised for final permit review. KOENIG KOENIG 10 FINAL.vwx E KOENIG Drawn By Checked By E KOENIG Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG Drawing Code CARMEL:HILL ARCHITECTS www. CARMELHILL.com CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Isl[p, NY 11730-2385 631-277-3337 Web Page: www. CARMELHILL.com Emai[: EKDenig@CARMELHILL.com Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 SECOND FLOOR PLAN AND ROOF PLAN A-5 of 13 IN "CULTURED STONE" TO EXTEND 2'~0" ABOVE ANY ROOF SURFACE WITHIN 10'-0" HORIZONTALLY .__[CONTINUOUSLY VENTED ROOF RIDGE {TYPICAL) _H E__l~ H_T. O_F. R_O_ O_F. r__l D_ G_.E.A.,_B.O__V ~__A .D J__A.C~E .N T__~ R__A.D__E ~ 2._9:7--I" OR FIBERGLASS ROOF SHINGLES OVER 30~ ROOFING %" 'CDX' PLYWOOD ROOF SHEATHING (I BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X ROOF RAFTERS ~ 16" O.C BLIND FLASH ALL INTERSECTIONS OF HORIZONTAL ,~ VERTICAL, RAKE WITH 2" TRIM WRAPPED IN ALUMINUM .... LINE OF PROPOSED SECOND F N SHED CEILING LEVEL 8'-0' AFF .... ...................................... ~ ........ _~_.LI N .E O ~ S~ ,R~_U;C~T .U R__A.L H_E~A .D E~R., 6'~10 ~" ,~F F A S p E R ANDERSEN S RECOMMENDATION. -- .................. ~' [CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTrER ITUMINOUS ROOFING FELT TO BE INSTALLED lNG FROM FASCIA BOARD TO 2'-0" PAST WALL TO PREVENT LEAKAGE FROM ICE DAMS ~_ [-LN ~O ~ PI~ O~P.O__S~ D ~ E_(~ O_N.D~F. N.~_ ~S H~E_D~FJ- O~O. R,L. E~ C~ .AL_). ...... ~ ....... _~_l=lN ~O.F P ~ O~ O S_E D ?I~R.ST__I~I N I~ H ~ D~g EIL. IN(~ L ~V~El= 1~0:-0" ?F ~ ....... CON 3" DIA. COLUMN ENCLOSURE OVER 4" X 4" P.' REQUIRED COLUMN HEIGHT IN FIELD BEFORE CUTTING, OVER 1'3"X 1'3" X 3'6" CONCI IN "CULTURED 6'-10 %" AFF AS PER ANDERSEN'S RECOMMENDATION, CERTAINTEED 36" HIGH PRESSURE TREATED RAILING - 2" X S" 2" X 4" VERTICAL AND 2" X ~ VERTICAL SPINDLES @ 5-1/2" O.C. TO BE LESS THAN 4' N FOUNDATION WALL- 8" POURED CONCRETE FOU NDATIOI I~ WALL 3500 PSI AT 28 DAYS MIN. WITH #5 RESAR HORIZONTAL~ AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS 3" DIA. POURED CONCRETE PIER 3'~0" DEEP MIN, BEARING Oi~ -- 12" POURED CONC. "TRENCH" FOOTING TO GRADE, 3500 PSI AT MIN. WITH (2) #5 RESAR 8EARING ON UNDISTURBED ~?GI SOIL. REBAR CONCRETE COVERAGE TO BE 3 M]N.~ ~ 28 DAYS MIN. 8EARING ON VIRGIN SOIL WITH (2) #5 REB.A,R A I BOTTOM, REBAR CONCRETE COVERAGE TO BE 3 MIN:~ I FRONT ELEVATION SCALE: 1/4" = 1'-0" LINE OF PROPOSED FIRST FINISHED FLOOR .LE__V~EL_~__Y~I~C~L) ........ LINE OF PROPOSED CELLAR FINISHED CEILINGLEV~L~8.'-0'".AF~_~ypI~AL.L LINE OF PROPOSED GARAGE FINISHED FLOOR LEVEL RADE SLOPED AWAY FROM STRUCTURE ......... ._~_[J_N _E O? P_~ O_?.O_S ED C E_LL~,_R~F RS..__T_F ~_SI~ E_q F_Lp_O .R~L .E V__EJ.~I~y__P.C__AI=L' -- 2 1 Mark 4/6/11 8/26/10 Date Revised for final permit reviev Issued for permit. Description Issue/Revision Project ID Revised for final permit review. KOENIG CAD File Name KOENIG 10 FINAL.vwx Drawn By E KOENIG Checked By E KOENIG Issue Date: PIct Date: Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG Drawing Code WOOD FRAMED CHIMNEY CLAD IN "CULTURED STONE" EXTEND 2'-0" ABOVE ANY ROOF SURFACE WITHIN 10'-0' HORIZONTALLY ~CONTINUOUSLY ROOF RIDGE VENTED ........................... HE GHT OF ROOF R DGE ABOVE ADJACENT GRADE 29'-7" STANDARD ROOF ASSEMBLY-240# A OR FIBERGLASS ROOF S %" 'CDX~ PLYWOOD ROOF SHEATHING (NO ALTERNATES W BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) ROOF RAFTERS @ 16" C.C. 36" HIGH PRESSURE TREATED RAILING - 2" X 6" TOP 2" X 4" VERTICAL AND 2" X 4" 8OTFOI~ VERTICAL SPINDLES @ 5-1/2" C.C. (MAXIMUM CLEA TO SE LESS 1 X 6 TREX DECKING OVER 2 X 8 P.T. DECKING JOISTS 38" HIGH PRESSURE TREATED RAILING - 2" X 8" TOP RAIL V 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2" VERTICAL SPINDLES @ 5-1/2" O.C. (MAXIMUM CLEAR OPENING TO B "X 6" 'TREX' DECKING OVER 2" X 8" P.T. DECKING JOISTS DEEP MIN. BEARING ON VIRGIN SOIl DEEP MIN,, SEARING ON VIRGIN SOB [6" RAKE WITH 2" TRIM WRAPPED ALUMINUM -- ~ELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED 0N PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST ~=XTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMB. LINE OF PROPOSED SECOND FINISHED CEILING LEVEL 8'-0" AFF LINE OF STRUCTURAL HEADER, 6'-10 %" AFF AS PER CERTAINTEED BY LIH_E p~F ?R .O P_O. S,_Ep_S~ C_ .O N_D. FJN. IS_~E_D. FL p_o .R L_,E. V_EJ-~.yPI~_A L. L .... LINE OF PROPOSED FIRST FINISHED CEILING LEVEL 10'-6" AFF LINE OF STRUCTURAL HEADER~'-I.0 Y~'.'~AF.F A.S P~R ............ ANDERSEN'S RECOMMSNDATION, IN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR cUTrlNG, OVER 1'3" X 1'3" X 3'6" CONCRETE BLOCK PIER CLAD IN "CULTURED STONE" TREATED RAILING - 2" X 6" TOP RAIL WITH 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2" VERTICAL SPINDLES @ 5-112" O,C, (MAXIMUM CLEAR OPENING TO BE LESS THAN 4") LINE OF PROPOSED FI LINE OF PROPOSED CELLAR FINISHED CEILINGLEVEL 8'-0" A. F~F. TLY_Pt~AL) I I I I AWAY FROM STRUCTURE ~SOIL' REBAR CONCRETE COVERAGE TO BE 3 MIN,, ........................................................................................... ~ ___.~LINE OF PROPOSED CELLAR FIRST FINISHED FLOOR LEVEL (T'~P CA_~ RIGHT SIDE ELEVATION SCALE: 1/4 = 1-0 CARMELHILL ARCHITECTS www. CARMELHILL.com 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 Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 ELEVATIONS Drawing No, A-6 of 13 CONTINUOUSLY VENTED ROOF RIDGE HEIGHT OF ROOF RIDGE ABOVE ADJACE 29'-7" 5" RAKE WITH 2" TRIM WRAPPED IN ALUMINUN -- SELF ADHESIVE BITUMINOUS ROOFING ON PLYWOOD ROOFg EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS CONTINUOUSLY VENTED SOFFIT WITI 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2 VERTICAL SPINDLES @ 5-1/2" O.C, (MAXIM TO BE LESS THAN 4" 1" X 6" 'TREX' DECKING OVER 2" X 8" P,T. DECKING JOISTS @ 16' -- LINE OF PROPOSED SECOND FINISHED CEILING LEVEL 8'-0" AFF (TYPICAL) LINE OF STRUCTURAL HEADER~ 6'-10 ~/~" AFF AS PER ANDERSEN'S RECOMMENDATION. LINE OF PROPOSED SECOND FINISHED FLOOR LEVEL _(T~PI~AL.)_ .... ~ LINE OF PROPOSED FIRST FINISHED CEILING LEVEL 10'-0" AFF 36" HIGH PRESSURE TREATED RAILING - 2" X 6" T' 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2" VERTICAL SPINDLES @ 5-1/2" O.C, (MAXIMUM CLEAR OPENING T 1 '1X 6~' 'TREX' DECKING OVER 2" X 5" P.T. DECKING JOISTS 6 X 6 P,T, POST OVER 12 DIA. POURED CONCRETI DEEP MIN, BEARING ON VIRGIN SOIl FOUNDATION WALL - 8" POURED CONCRETE FOUNDATIORI WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL ~ AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS~ I 16" X 8" POURED CONCRETE FOOTING 3500 PSi AT 28 DAYS MIN, WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGINI SOIL. REBAR CONCRETE COVERAGE TO BE 3"" MINe] LINE OF STRUCTURAL HEADER~ 6-10 ½ AFF AS PER ANDERSEN'S RECOMMENDATION. I I I I'-~ RIGHT SIDE ELEVATION .... ~ LI.N.[E .O_.F .P~0 p_o. S_E pF IRS T F~I~II~S~I E_[~ F_L.O_O_RL ~ V_E_ L (T Y_PJ C_A.L~_ .... ~ lipidE ~3~F ~ R .O p~O. S_.Ep__C.E L_ .LAir .FI~NJ S__H~ B ~ E~I]_I~ ~ L~V~ ~ 8 '-?~,~ F~F .~_Y~ I~C_A L) 4 X 4 P,T, POST OVER 10 DIA, POURED CONCRETE PIER 3-0 EEP MIN., BEARING ON VIRGIN SOIL [ ...................... I L ..................... J L ................................................ ~LtN--.E.OF?RgP~O.S--.EP~-C.EL--I=ARFI--R~TFIN[SH-ED~LO-O~.LE~E~.~PI~A~.-- SCALE: 1/4"= 1'-0" CONTINUOUSLY VENTED ROOF RIDGE (TYPICAL)~ iIOO D FR,A~ED CHIMNEY CLAD IN "CULTURED STON,E".TO EXTEND 2 -0 ABOVE ANY ROOF SURFACE WITHIN 10-0 ORIZONTALLY ~ ~H.EI._G.H~T P~F B~O Q F~ I D g~E ,¢,B~O.V~E.A~D~IA_C.E~ T~ ~A~ ~ ~ 9'-~ ........ II 71 IF II I1_ Jl IL II II- 71 IF ~,LUMINUM ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2 -0 PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. UNE OF PROPOSED SECOND FINISHED CEILING LEVEL 8L0'' AFF -('fY~i~[.~- .................................... LINE OF STRUCTURAL HEADER 6'-10 W' AFF AS PER ~ ~ h~'~ ~-~C~'~-~-E6~-~ ~-~[~tTd h?- .................... PRESSURE TREATED RAILING - 2" X 5" TOP RAIL WITH @ 5-1/2" O,C. (MAXIMUM CLEAR OPENING LESS THAN 4") -- -1" X 6" 'TREX' DECKING OVER 2" X 8" P.T. DECKING JOISTS @ 16" ~ I.N~E pF .PR .O P~O. S__Ep~_s.E C__~ N__D. F_U S_ U E_D. FlpOB L_~V_EJ-_¢~. _PiDAL. L .... ~ LI_NE pF _P_R 0 p_o. SEp_F! RSI FJ_N I~S.H E_ .D_.C .E I C~l .N~G [_ E_V. E_~L :10~'-p--,~ F~F ...... CONTli~ 8" DIA. COLUMN ENCLOSURE OVER 4" X 4 REQUIRED COLUMN HEIGHT IN FIELD I CUTTING, OVER 1'3"X 1'3~ =-] Il- II -Il IF ~ LINE OF ST,R.,UCTURAL HEADER_~ 6'-10 %" AFF AS PER ] h~A A-~E~ b~k~'bE~[-~ EAt I o ~7 ...................... -~ PRESSURE TREATED RAILING - 2" X 6" TOP RAil WITH 2" X 4" VERTICAL AND 2" X 4" BOTTOM RAIL WITH 2" X 2" VERTICAL SPINDLES @ 5-1/2" O,C. (MAXIMUM CLEAR OPENtNG TO BE LESS THAN 4") ---1" X 6" 'TREW DECKING OVER 2" X 5" P.T. DECKING JOISTS @ 16" .... ~ LtNE ~3F.PR .O p__o. S__Ep._FJRSTF[H i__SylE~ F_L_ O_O~_L.E V_ E. L~T Y__P J C_A.L~_ ...... .... ~ ~LI.N~E _O~F .p R ~ p_o. S~Ep~C~ L_L~AR.FI__NJ S,~H~E [3 ~E I~_IN ~ L_~ V~E ~ 8~']O"_A_ F~F .~_'~? I~C.A.~) 8" DIA. POURED CONCRETE PIER 3'-0" DEEP MIN., BEARING ON~-~,h~ll ,/ UNDISTURBED VIRGIN SOIL] 12" POURED CONC. "TRENCH" FOOTING TO GRADE, 3500 PSI AT] ~I 28 DAYS MIN, BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT ~L - I I BO~FOM. REBAR CONCRETE COVERAGE TO BE 3" MIN. I ~'~ FOUNDATION WALL - 8" POURED CONCRETE FOUNDATION-' WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS, 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAY~' MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN,. ]" X 6" P,T, POST OVER 12" DIA, POURED CONCRETE PIER 3'-0" 3EEP MIN. BEARING ON VIRGIN SOIL I" X 4" P,T, POST OVER 10" DIA. POURED CONCRETE PIER 3'-0" 3EEP MIN., BEARING ON VIRGIN SOIL I I __~. ~-~ LINE OF PROPOSED CELLAR FIRST FINISHED FLOOR LEVEL (T~PICA_~) REAR ELEVATION SCALE: 1/4 = 1 ~0 I? 2 1 Mark 4/6/11 8/26/10 Date :1 Revised for final permit revie~ Issued for permit. DescriDtion ProjectlD Revised for final permit review. KOENIG CAD FileName KOENIG 10 FINAL,vwx Drawn By E KOENIG Checked By E KOENIG Issue Date: Plot Date, Reviewed by E KOENIG Designed by E KOENIG Submi[ted By E KOENIG ~.DraWlng Code Drawin~ Code · · Architect's Seal CARMEIjHILL ARCHITECTS 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@CARM ELHILL.com ~rojeM Title Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 'Sheet Title ELEVATIONS A-7 of 13 OR FIBERGLASS ROOF SHINGLES OVER 30# ROOFING F W' 'CDX' PLYWOOD ROOF SHEATHING BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2"X 10" ROOF RAFTERS @ 16" C.C. 2" X 4" STRONG BACKS (2) 1-3/4" X 9-1/4" MICROLAM WITH (1) BOLTED WITH 1/2" DIA. BOLTS @ CEILING ASSEMBLY-2" X 10" CEILING JOISTS 5-1/2" R-2t KRAFT PAPER BACKED FIBER( BATTS BETWEEN JOISTS COVERED WITH INTERIOR WALL AS.SEMBLY-1/2" GYPSUM EOARD OVER 2" X 4"--;1 WOOD STUDS ~ 16 C.C. COVERED WiTH %" GYPSUM BOARD:J FLOOR ASSEMBLY: 3/4" 'CDX' TONGUE AND GROOVE FLOOR SHEATHING GLUED FLOOR JO~BTS I~ FLOOR ASSEMBLY: 3/4" 'CDX' TONGUE ,~ FLOOR SHEATHING GLUED AND SCREWED OVER TJ121£ FLOOR JOISTS @ 16" C.C. WITH 5-1/2" R-21 NEW BY 4" EXPOSURE VINYL BID OVER 1/2" EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING (ND ALTERNATES WILL BE ACCEPTED FOR PLYWOOD SHEATHIN6 OVER 2" X 4" WOOD STUDS @ PAPER BAC STUDS COVERED WITH 1/2" GYPSUM BOARD SEE FOUNDATION PLAN FOR BEAM, COLUMN, AND FOOTING SPEClFICATION~l 4" POURED CONCRETE FLOOR SLAB WITH 6" X 6" WI .4 X WI.,~ W.W.F. ON 6 MIL CONCRETE RATED POLY VAPOR BARRIER~ OVER 4" COMPACTED CRUSHED GRAVEL 2"X 12" ROOF RIDGE, CONTINUOUSLY VENTED1 2 X4 COLLARTIES@16 O,C. 1/30 THE RIDGE AND THE TOP OF THE CEILING JOISTS DISTANCE BETWEEN TOP OF CEILrNG JOISTS AND COLL STANDARD ROOF ASSE OR FIBERGLASS ROOF SHI 30# ROOFING FELT ON %" 'CDX' PLYWOOD ROOF BHEATHIN6 SHEATHING) OVER 2" X 16" ROOF RAFTERS ARCHITECTURAL / TO MATCH EXISTING OVER 30# ROOFING FELT ON PLYWOOD ROOF SHEATHING ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 16' ROOF RAFTERS ~ 16" C.C. WITH 5-1/2" R-2 COVERED WITH 1 CEILING ASSEMBLY-2" X 10" CEILING JOISTS @ 16" C.C. WITF 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATIOr~ BA~TS BETWEEN JOISTS COVERED WITH 1/2" GYPSUM SCARE SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLE[~ ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAS'/ EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCTOr ...... BY 4" ~E~,, POSURE VINYL SIDING OVER 'TYVEK' HOUSE WRAP~I OVER 1/2 EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING (N ALTERN.ATE,S, WILL BE ACCEPTED, FOR PLYWOOD SHEATHING)] OVER 2 X 4 WOOD STUDS ~ 16' C.C. WITH 3-t/2" R-13 KRAFTI PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN NI STUDS COVERED WITH 1/2" GYPSUM BOARDI 2 X4 VERTICALAND2 X4 BOTTOM VERTICAL SPINDLES @ ,5-1/2" C.C. (MAXIMUM CLEAR OPENING 5~"XC"P.T. DECKING OVER 2"X8 P.T. FLOORJOISTS O.C. SPACED WlTH ONE12d NAIL, TEKOED TO 2"X LEDGER BEAI BOLTS @ (2) 4" X 4" P.T. POST OVER 8" DIA, POURED CONCRETE PIER OVEI~ 1 4 X 1 4 X 10 POURED CONCRETE PAD BEARING ON VIRGIN SOil EXISTING GRADE SL VENTED ROOF RIDGE PROPOSED BEDROOM#3 PROPOSED BATH#3 PROPOSED BEDROOM#4 PROPOSED PROPOSED EATING AREA KITCHEN PROPOSED DINING ROOM .I PROPOSED CELLAR G SECTION SCALE: 1/4" = 1L0" 1o[-- TONGUE AND GROOVE FLOOR SHEATHING GLUED AND SCREWED ~/11-7/8" FLOOR JOISTS @ 16" O.C. COVERED WITH 1/2" GYPSUM BOARD PROPOSED PROPOSED GREAT ROOM ENTRY FOYER CEILING ASSEMBLY-2 X 6 CEILING JOISTS ~ 16 O,C -- PROPOSED CELLAR PROPOSED RIO PORCH RIO POR ROOF ASSEMBLY*240# ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES OVER 30# ROOFING FELT ON ~" "CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 6" ~ 16" O.C ~[~. H__EJ G~H. T~O. F~R. O_.O.F~R. D__G.E__A.B__O y_~E .~,D~J~,~C .E N__T. G__R.A~D ~_2 ? -~7 '.'__ ........ ~SSEMBLY-2" X 10" CEILING JOISTS @ 16" C.C. WITH 5-1/2" R~21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN JOISTS COVERED WITH 1/2" GYPSUM BOARD 1-3/4" X 9d/4" MICROLAM WITH (1) 3/4" STEEL FLITCH PLATE BOLTED WITH 1/2" DIA, BOLTS @ 1'-6" O,C~ "STAGGERED" S ROOFING FELT TO BE INSTALLED ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0~' PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED SECOND FINISHED CEILING LEVEL 8'-0" AFF -'~lb~t~- .................................... LINE OF STRUCTURAL HEADEI~ 6'-10 ~/~" AFF AS PER ~ ~ h~ ~'~ b~6 ~-~ ~E~t~ ohT- ...................... Y VENTED SOFFIT WITH ALUMINUM GUTTER ~ ~Li.N_E ~)_F ? R9 P_O. S_Ep_8 ~ C_O. N_D. FI__N. iS._H. E_D. f_LpOB L_ E. V._E.L±~y_P ~_A L. L .... ~ LI.N~E pF _PR9 P_O_ SE p~F ! RST FJj~I_S~IE_.D C_.EIL/i~ G ~_ E_V.E L J 0'~.0'_A.F_F ...... LINE OF STRUCTURAL HEADERs6'-10 %" AFF AS PER -- E6" HIGH PRESSURE TREATBD RAILING - 2" X 6" TOP RAIL WITH E" X 4" VERTICAL AND 2" X 4" BOTTOM PAIL WITH 2" X g" 5-112" O,C (MAXIMUM CLEAR OPENING -- E" POURED CONCRETE FLOOR SLAB WITH 6" X 8" W1,4 X WI .4 R FOOT AWAY FROM STRUCTURE ~;~ LI~E.OF.PR.OP_QSEpF!RST F_.I.NI._S.HE_ .D F_I=O_O~L~V_E.L (Ty_P!C_A]_}_ ...... ~ LI.N..~E~O.~F?R(~PO.S~Ep~C.EL .LA_~R~I~N!SH_E~D ~EI.LIN.G~LE. VE~ 8'~0" A. FF.{~.Y.p]_~AL) AWAY FROM STRUCTURE N WALL - 8" POURED CONCRETE FOUNDATION ~0 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS. VERTICAL REBAR COMPLYING WITH TABLE R464.1.1(2) OF THE ~ LIj~E pF .P__R g P__O. S__Ep~C,E L_ .LAR ?I__R_ST FIN [SH .E D~ .F L~_L E__yE~. ~? I~. __ -- ~ 6"X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN. HITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES OVER 30# ROOFING FELT ON ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 8" ROOF RAFTERS @ 16" O.C, ~. H ~l G U'F Q F R. g-qF--RJ D q E AB--O.V~E ~,D J~,~C .E Nl~ G~ ~p~7:'_ ........ 1-3/4" X 14" MICROLAM BEAM (FLUSH) O,C. SPACED WITH ONE 12d NAIL @16" LINE OF PROPOSED SECOND FINISHED CEILING LEVEL 8'-0" AFF ieXLF .................................... .~ LINE OF STRUCTURAL HEADERs6'-10 %" AFF AS PER ~ N~'~ ~ §-~ ~'6 ~-~ FI~Xi-i o ~- ...................... SHALLOW ROOF ASSEMBLY-240# ROLLED ASPHALTIC ROOFING 3VER WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT ~,S MFG'D BY CERTAINTEED INSTALLED AS FOLLOWS; ONE 19" 3TRIP PARRALLEL WITH AND STARTING AT EAVE WITH SECOND ~,YER OF 36" WIDE SHEETS OVERLAPPING SUCCESSIVE SHEETS PER SECTION R965 2.7 OF THE RCNYS OVER ~HEATHING (NO ALTERNATES WILL SE ROOF SHEATHING) OVER 2 X 6 ROOF ~AFTERS @ 16" O.C., ~ LI.N~E~3~F?R_gP_QS__Ep~S.EC__O. N~D. FI~.NIS~H. E_D. FL.O_OI~ L_~VEJ~'T?~P.CA_L_L .... ~ LI~E P~F ?RgPq 8--EpF!R ST--FI-N I~SH E g c ~lLI UG bEV. E~L J 0'-p--&F F ...... LINE OF STRUCTURAL HEADER~¢'-~Ig~.%'.' A_(F~A_S~PSR ............ ANDERSEN'S RECOMMENDATION -- 1" POURED CONCRETE FLOOR SLAB WITH 6" X 6" Wl 4 X WI .4 1/8 PER FOOT AWAY FROM STRUCTURE ~ LIJ, lEp__F _PR.OP__O.S._E.D~F!R__S_T FJ~I__SHE_D' F_L.O__O.R L~V_E.L~.y__PJO__A.L~_ LINE OF PROPOSED CELLAR FINISHED CEILINGLEVEL 8';0"~A. F~F. TLY~I~C~A L~ GRADE SLOPED AWAY FROM STRUCTURE POURED CONCRETE FOUNDATION il AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL 4 WALL CONTINUOUS AT CORNERS. IG WITH TABLE R404.1.1 (2) OF THE RCNYS ~ LI~E P_F ?Rg P_O. S_Ep~C.E L_ .LAR .F I__R~T FIN LSH ~ D__F L__Op~R.L E__¥E~. ~PI~A~. __ -- ~tS" X 6" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS (2) #5 REBAR SEARING ON UNDISTURBED VIRGIN SOIL, REBAR CONCRETE COVERAGE TO BE 3" MIN., 4/6/11 8/26/10 Revised for final .Dermit revie~ Issued for permit. Mark Date Description Issue/Revision Revised for final permit review, Project ID KOENIG CAD FJleName KOENIG 10 FINAL.vwx Drawn By E KOENIG Checked By E KOENIG Issue Date: PIct Date Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG Drawing Code -- CARMEI HILL ARCHITECTS A www. CARMELHILL.com 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@CARM ELHILbcom Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 SECTIONS Drawing No. A-8 of 13 2" X 12" ROOF RIDGE, CONTINUOUSLY VENTE[~ -- STANDARD CATHEDRAL ROOF ASSEMBLY-240# ARCHITECTURA[~ ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30# ROOFING FELT ON %" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS ~ 16" C.C. WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSUALTION BATTS BETWEEN RAFTERS COVERED WITH 1/2" GYPSUM BOARD HEIGHT OF ROOF RIDGE ABOVE ADJACENT GRA.D.~E 29' 7" STANDARD ROOF ASSEMBLY-240# ARCHITECTURA OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30# ROOFING FELT ON W' 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X ROOF RAFTERS ~ 16" C.C.. SEE FLOOR PLAN FOR ROOF RAFTER SPECIFICATIONS 2" X 4" STRONG BACKS (CONTINUOUS~ CEILING ASSEMBLY-2" X t0" CEILING JOISTS BATFS BETWEEN JOISTS COVERED WITH FLOOR ASSEMBLY' 3M" 'CDX' TONGUE AND GROOVE PLYWOOE -- FLOOR SHEATHING GLUED AND SCREWED OVER 2" X I JOISTS @ 16" O.C, COVERED WITH 1/2" GYPSUiV INTERIOR WALL ASSEMBLY-I/2" GYPSUM WOOD STUDS @ 16" O.C, COVERED WITH %" GYPSUM BOARD, NEW EXTERIOR PERIMETER WOOD FRAME '¢ BY 4" EXPOSURE VINYL SID: OVER 1/2" EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING ~ ALTERNATES WiLL BE ACCEPTED FOR PLYWOOD SHEATHING OVER 2" X 4" WOOD STUDS ~ 15" O,C. WITH 3- PAPER BACKED FIBERGLASS INSULATI£ STUDS COVERED WITH 1/2" GYPSUM BOARD FLOOR ASSEMBLY: 3/4" 'CDX' TONGUE FLOOR SHEATHING GLUED AND SCREWED OVEJ JOISTS @ 16" C.C. WITH 5-1/2" R-21 KRAFT PAPER BAC FIBERGLASS INSULATION BATTS BETWEEN JC FOUNDATION PLAN FOR FLOOR J FOUNDATION WALL - 8" POURED CONCRETE FOUNDATIO -- WALL 3500 PSI I AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS VERTICAL REBAR COMPLYING WITH TABLE R404.1.1 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 2 MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGli~ SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN. 4" POURED CONCRETE FLOOR SLAB WITH 6" X 6" W1.4 X W1 .'~ -- W,W.F. ON 6 MIL CONCRETE RATED PQLYVAPOR E OVER 4" COMPACTED CRUSI SECTION SCALE: 1/4" = 1'-0" PROPOSED BEDROOM#2 PROPOSED BEDROOM#1 PROPOSED GREAT ROOM PROPOSED CELLAR PROPOSED BEDROOM#3 PROPOSED KITCHEN . LIN. E~O. F ~RC[P~O.SE~ SE.C__O ND FINIS__HED CEILING LEVEL 8'-0" AFF (TYPICAL) LINE OF STRUCTURAL H EADE[~_~'-I 0 W' AFF AS PER LINE OF PROPOSED SECOND FINISHED FLOOR LEVEL ~Y. PI~C. AL) ..... .-. ~. U N. E_.g F__~ R ~P~O .S E~[~ FI~ S~T. F~IN. IS~H.E D. C~] LI~.G~ V_ ~ L~.0,.~, A_F.F~ ...... ..... LINE OF STRUCTURAL HEADE~_~'-I 0 %" AFF AS PER ~ ~-~ib~ ~'~ ~-~ E-~'M~ ~'[5~i o ~'. -- ...................... LI~N.E._O. F~P.R~O.P~O~E~D. FI_ _RS,_T. FI_N. IS_H.E~D. FL_90_R' L~E.V~E.L (T_YP~IgA~L.) ....... LINE OF PROPOSED CELLAR FINISHED CEILINGLEVEL 8~-0'' AFF EXISTING GRADE SLOPED AWAY FROM STRUCTURE ~ 1-3/4" X 11-7/8" MICROLAM (FLUSH) OVER 3-1/2" DIA. STEEL 1-3"X 1'-3" X 5" POURED CONCRETE PAD 3EARING ON VIRGIN SOIL .... (~. LI~N. E_O. F_P.R_O. PO~E_p. D~E. LL~A. R~F. R~S.T~F. INI~S. H~E.D~FFO~O. R _LE~_V~L ~_~y~ C_A. L~_._ iI ,i 2 4/6/11 1 8/26/10 Mark Date Revised for final permit reviev Issued for permit. Description Issue/Revision Project ID Revised for final permit review. KOENIG CAD File Name KOENJG 10 FINAL.vwx Drawn By E KOENIG Checked By E KOENIG Issue Date PIct Date. Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG Drawin,q Code -- CARMELHILL ARCHITECTS www. CARMELHILL.com 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 Koeni,q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 SECTIONS Drawing No. A-9 of 13 3" ROOF VENT 3" ROOF VENT 3" ROOF VENT ATTIC THROUGH ROOF THROUGH ROOF THROUGH ROOf COMMON BATH LAUNDRY MASTER BATH#4 3/4" CW ............................ ...... ............. ................... F-it .......... F--? ....................... ......... ','-i ....... ............... ............. ......... a,, ~v.J ~ ' , ~,, ~ ~.,, , I . ~,, ~v.: ,I ~AV.: ,I , ~~ ~ ~1, -- WASHER .... 2" ' I I ~ BATHTUB 2" - WASHER ~ SHOWER TUB Ic.o. ~" ~ ~" ~2 ~ I~.o. KITCHEN BATH~I BATH~2 3/4" CW ........... ] ......... T ............................................. ~ ...... ] ......................... ~, .................................................... 3/4" HW , , ,, I ~" ~" ~AV, ~ ~ ~" LAV, ~ s~. ' ~ ~ ~w~. I~. 2" REFRIG. ~ ' ~ ~W. ,. 2" NYS D.W. ~ ~ BATHTUB ~" ~" ~" ~ AIR ADMITTANCE VALVE FOR- COUNTER ISLAND BAR SINK, MAINTAIN ACCESSIBILITY. MUST COMPLY WITH SECTION P31 t4 OF TO WASTE MAIN 4" ' HOUSE RAP WATER SUPPLY LINES TO BE "L" COPPER, VENT LINES TO BE CAST IRON OR PVC. WASTE LINES TO BE CAST IRON OR PVC. PLUMBING RISER DIAGRAM NOT TO SCALE Room Finish Legend Ceiltng C-1 Existing finish to remain, Patch as required, C-2 112" gypsum board, primed and painted C-3 5/8" type 'x' qypsum beard, primed and painted C-4 1/2" concrete backer beard Wall W-I Existing finish to remain. Patch as required, W-2 1/2" qypsum board, primed and painted W-3 518" type 'x' qypsum board, primed and painted W-4 1/2" concrete backer beard W-5 4" X 4" square ceramic tile, full height W-6 4" X 4" square ceramic tile back spash to 44" afl with primed and painted gyp. Base B-1 Existing finish to remain. Patch as required, B-2 Paint grade 1/2" x 3 1/2" pine base moulding. B-3 Fimsh-grade 1/2" x 3 1/2" pine base meuldin,q 3-4 4" x 4" ceramic tile cove base Floor F-1 Existing finish to remain. Patch as required. F-2 12' wide 60 CZ, face weight carpet with 7/16" pad F-3 10" X 10" ceramic bls, thin set over concrete backer board F-4 g-1/4" wide oak floorinfi~ w~th two coats water based polyurethane finish Room Finish Schedule Floor Walls Room Name Marl Base North East South West Ceilin.q PROPOSED EATING AREA F-3 ;B-2 W-2 W-2 W-2 W-2 C-2 PROPOSED KITCHEN F-3 B-2 W-6 W-2 W*6 C-2 PRQPOSED 3ATH#1 F-3 B-4 W-6 W-6 W-6 W-6 C-2 PROPOSED 31NING ROOM =-4 B-2 W-2 W-2 W-2 W-2 C-2 PROPOSED BATH#2 F-3 B-4 W-6 W-6 W-6 W-6 C-2 PROPOSED GREAT ROOM =-4 B-2 W-2 W-2 W-2 W-2 C-2 PROPOSED GUEST BEDROOM#1 ---2 B-2 W-2 W-2 W-2 W-2 C-2 PROPOSED GARAGE ~IA B-2 A/-3 W-3 W-3 W-3 0-3 PROPOSED BEDROOM~t ---2 B-2 A/-2 W-2 W-2 W-2 C-2 PROPOSED MASTER BEDROOM#2 =-2 B-2 IW-2 W-2 W-2 W-2 0-2 PROPOSED BEDROOM#3 =-2 B-2 W-2 ¢g-2 W-2 W-2 PROPOSED BATH#3 F-3 B-4 W-5 W-5 W-5 W-5 0-2 PROPOSED BATH#4 F-3 B-4 W-8 W-6 W-6 W-6 0-2 2 1 Mark 416111 8/26/10 Date Issue/Revision Revised for final permit revie~ Issued for permit. Description ProjectlD Revised for final permit review. KOENIG CAD File Name KOENIG 10 FINAL.vwx Drawn Sy E KOENIG Checked By E KOENIG Issue Date: Plot Date: Reviewed by Designed by E KOENIG E KOENIG Submitted By E KOENIG ~.Drawing Code Drawing Code Door Schedule ID Location Width Height Type Manuf, Stock No, Material Frame Type Hardware Notes [31 Front Entry 3'0" 6'8" Swing S~mple Thermetru SC Vinyl Clad Wood Lock Set, Dead Bolt With 12" side lites 02 Kitchen 2'8" 6'8" Swing Simple Simpson SC Vinyl Clad Wood Lock Set, Dead Bolt 03 Great Room 2'8" J6'g" Swing Simple Andersen FWG2968S Vinyl Clad Wood Vinyl Clad Wood 04 Great Room 6'0" 6'8" Slider Andersen FWG6066R Vinyl Clad Wood Vinyl Clad Wood Mfg. Hardware 05 Great Room 2'8" 6'8" Swing Simple Andersen FWG2968S Vinyl Clad Wood Vinyl Clad Wood 06 Garage 8'0" 8'0" Overhead Clopay Insulated Vinyl Vinyl covered P.T. ~ Automatic Opener 07 Garage 8'0" 8'0" Overhead Clopay Insulated Vinyl Vinyl covered P.T., Automatic Opener One Hour Rated, 08 Garage 2'8" 6'8" Swing Simple Simpson SC Metal HM Lock Set, Dead Bolt Self Closing 09 Linen 4'O" 6'8" Sw~ng Bi-pad Masonite HO Wood Finger Knob 10 Bedroom#1 2'6" 6'8" Swing Simple Masomte HO Wood Privacy Set 11 Bath#2 2'0" 6'8" Pocket Simple Masonite HC Wood Privacy Set 12 Bedroom#t 4'0" 6'8" Slider Masonite HO Wood Finger Pull 13 Great Room 8'4" 6'8" Cased Opening I 14 Cellar Stairs 2'6" 8'8" Swing Simple Masonite HC Wood Pdvacy Set 15 Coat Closet 2'0" 6'8" Swing Simple Masonite HC Wood Passage Set 16 Bath#1 2'0" 6'8" Pocket Simple Masonite HO Wood Privacy Set 17 Dining Room 3'0" 6'8" Cased Opening Wood 18 Second Floor E 5'0" 6'8" Swing Bi-part Andersen FWH5068APL Vinyl Clad Wood Vinyl Clad Wood Mfg. Hardware 19 Laundry 8'0" 6'8" Bi-fold Bhpart Masonite HO Wood F~nger Knob 20 Bedroom#3 6'0" 6'8" Slider Masonde HO Wood Finger Pull 21 Bedroom#4 4'0" 6'8" Slider Masonite HC Wood Finger Pull 22 Bedroom#4 4'0" 6'8" Slider Masonite HC Wood Finger Pull 23 Bath#3 2'0" 6'8" Swing Simple Masonite HO Wood Privacy Set 24 Bath#3 1'6" 6'8" Swing Simple Masonite HC Wood PassageSet 25 Bedroom#3 g*6" 6'8'* Swing Simple Masonite HC Wood Pnvacy Set 26 Bedroom~4 2'6" 8'8" Sw~ng Simple Masonite HO Wood Pnvacy Set 27 Bedroom#2 2'0" 6'8" Swing Simple I Masomte HC Wood Passage Set 28 Bath#4 2'0" 6'8" Swing Simple Masonite HC Wood Pnvacy Set 29 Bedroom#2 2'6" 8'8" Swing Simple Masonite HC Wood Pnvacy Set 30 Bedroom#2 2'1" 6'8" Swing Simple Andersen FW02168S Vinyl Clad Wood Vinyl Clad Wood 31 Bedroom#2 5'0" 6'8" Swing Bi-part Andersen FWO5068API Vinyl Clad Wood Vinyl Clad Wood Mfg. Hardware 32 Bedroom#2 2'1" 6'8" Swing Simple Andersen FWO2168S Vinyl Clad Wood Vinyl Clad Wood Window Schedule ID Location Type ROWidth ROHei~ht Manuf. StockNo. Material FrameType Color Egress 01 Entry Foyer Casement 2'4 7/8" 5'0 3/8" Andersen CW14 / CTR2416 #inyl Clad Wood Vinyl Clad Weed White No - Tempered ' 02 Entry Foyer Casement 2'4 7/8" 5'0 3/8" Andersen CW14 / CTR2416 Vinyl Clad Weed Vinyl Clad Wood White No 03 Dining Roam Double Hung 3'2 tl8" 5'9 1/4" Andersen 3046 - 'TR3010 Vinyl Clad Wood Vinyl Clad Wood White Yes [~4 Dining Room Double Hung 3'2 118" 8'9 1/4" Andersen 3046 ~ TR3016 Vinyl Clad Wood Vinyl Clad Wood Whge Yes g5 D~ning Room Double Hung ~'2 1/8" 4'9 1/4" Andersen 3046 - TR3010 Vinyl Clad Wood Vinyl Clad Wood White Yes 06 Dining Room Double Hung 3'2 118" 4'9 t/4" Andersen 3046 - TR3010 Vinyl Clad Wood Vinyl Clad Wood White Yes [37 Kitchen Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 v'myl Clad Wood Vinyl Clad Weed White Yes 38 Eating Area Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 Vinyl Clad Weed Vinyl Clad Wood White Yes 39 Eating Area Double Hung 1'10 1/8" 4'9 1/4" Andersen 1846 Vinyl Clad Wood Vinyl Clad Wood White No 10 Eating Ama Fixed Glass 3'11 7/8" 4'8 7/8" Andersen DHP31046 Vinyl Clad Wood Vinyl Clad Wood White No 11 Eating Area Double Hung 1'10 1/8" 4'9 114" Andersen 1846 Vinyl Clad Wood Vinyl Clad Wood White No 12 Bedroom#1 Custom 4'11 13/16" 4'9 114" Andersen (2)2446 ~nyl Clad Wood Vinyl Clad Wood White Ne 13 Bedroom#1 Custom 4'11 13116" 4'9 1/4" Andersen (2)2446 Vinyl Clad Wood Vinyl Clad Wood White No 14 Bedroom#1 Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 V~nyl Clad Wood Vinyl Clad Weed White Yes 15 Bath#2 Awning 2'4 7~8" 1'9" Andersen AN261 Vinyl Clad Wood Vinyl Clad Weed White NA 16 Garage Double Hung 3'2 l/g" 4'9 114" Andersen 3046 Vinyl Clad Wood Vinyl Clad Wood White NA 17 Garage Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 Vinyl Clad Wood Vinyl Clad Wood White NA 18 Bath#4 Custom 6'5 13/16" 4'9 1/4" Andersen (2)3646 Supporting Mulhon Vinyl Clad Wood Vinyl Clad Wood White NA 19 Second Fleer Hall Fixed Glass 2'4 7~8" 2'4 7~8" Andersen CIR24 Vinyl Clad Wood Vinyl Clad Wood White NA 120 Second Floor Hall Fixed Glass 2'4 7/8" 2'4 7~8" Andersen CIR24 Vinyl Clad Weed Wnyl Clad Wood White NA 21 BedroomS4 Custom 6'5 13/16" 4'9 1/4" Andersen (2)3046 Supporting Mulhon I Vinyl Clad Wood Vinyl Clad Weed White Yes i22 BedroomS4 Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 Vinyl Clad Wood Vinyl Clad Wood White Yes i23 Bath#3 Awning 2'4 7/8" l'g" Andersen AN251 Vinyl Clad Wood Vinyl Clad Wood White NA 24 Bedroom#3 Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 , Vinyl Clad Wood Vinyl Clad Wood White Yes 25 Bedroom#3 Custom 8'3 13/16" 4'9 1/4" Andersen (2)3046 Vmyl Clad Wood VinyIClad Wood White Yes 26 BedroomS2 Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 Vinyl Clad Wood Vinyl Clad Wood White Yes 27 Bedroom#2 Double Hung 3'2 1/8" 4'9 1/4" Andersen 3046 V~nyl Clad Weed Vinyl Clad Weed White Yes 28 Cellar Bi-parfing Casement 4'9" 3'5 3/8" Andersen CW235 Vinyl Clad Wood Vinyl Clad Wood White NA 29 Cellar Bi-parting Casement 4'9" 3'5 3/8" Andersen CW235 Vinyl Clad Wood V~nyl Clad Wood White NA 30 Cellar Bi-parting Casement 4'9" 3'8 3/8" Andersen CW235 Vinyl Clad Weed Vinyl Clad Wood White NA 31 Cellar Bi-parting Casement 4'9" 3'5 3/8" Andersen CW235 V~nyl Clad Wood Vinyl Clad Wood White NA CARME HILL ARCHITECTS www. CARMELHILL.com Architecture Firm CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A. RB. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILL.com Emaik EKoenig@CARMELHILLcom Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 rSheet Title PLUMBING RISERS AND SCHEDULES Drawing No. A-10 of 13 2" X 6" P T MUDSILL , Z 2" X 6" P.T. MUDS[LL WITH 5/8" ANCHOR BOLT WITH 3" '~ ~ WITH 0" TO 12" OF EACH END PLATE, ANCHOR BOLTS SPACED ~ 3'-0" C.C. AND SPACED WITH B" TO 12" OF ~--~ > SHALL HAVE A MIN. EMBEDMENT OF 7" ~--~ :~~ ' WITH 5/8" ANCHOR BOLT WITH 3" X 3" 1/8" ~3'-0" C.C. M~ ~ ~.~ ~' WASHERS SPACED ~ 3'-0" C.C. AND SPACED ~ ~/ 17' M~. 3'-0" MIN, 12" M~. EACH END P~TE.,~NCHOR BOLT~ SHALL HAVE A MIN. WITH 6" TO 12" OF EACH END P~TE. ANCHOR = EMBEDMENT OF 7 ~5 REBAR HORIZONTAL AT TOP OF FOUNDATION ~ ~,' BOLTS SHALL HAVE A MIN. EMBEDMENT OF 7" h ~ ~ / ~5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS ~ INTO CONCRETE ~ ~ , ~ ..., . . , .......... .... : .... : . WALL CONTINUOUS AT CORNERS 5 8" POURED CONCRETE FOUNDATION WALL ~ ~ ~' EXISTING GRADE SLOPED AwaY FROM~ 3500 PSI AT 28 DAYS MIN : ~ FOUNDATION WALL ~ ~ ~ ~ : '. , - 4"POUREDCONC. S~BWlTHBX6W1.4XW1AH ~ ~ 3500PSIAT28DAYSMIN.8"POUREDCONCRETEFOUNDATIONWALL ~ ~*'' ~ W.W.F. OVER 6 MIL CONC. RATED POLY VAPOR ~ ~ -- FOUNDATION WATERPROOFING ' ~ ~ I BARRIER OVER 4" CRUSHED GRAVEL OVER .~ --I -- . . -- -z ~' NOTE: SEE FOUNDATION PLAN FOR VERTICAL 1. 5/8" ACHOR BOLTS ~ 3'-0" O.C. COMPACTED EARTH ~ Ii[= ' :llH 4"POUREDCONC. SLAB?~HeX6W1.4XW1.4~~" .' ~ ~ ~ ~ ~ .... W.W.f. DOUBLED OVER 3-0' AT EDGE OVER ~ MIL ~ ~ , ___~_:~. AND HORIZONTAL REBAR REINFORCEMENT 2. MINIMUM 7" EMBEDMENT INTO CONCRETE WITH 3" ' ~ CONC. RATED POLY VAPOR BARRIER OVER 4 ~ ~'~ ~ WALLsIN UNBALANCED CELLAR FOUNDATION ~ ~ SQUARE WASHERS AND END NUT SETUP 35~0 P~I AT 28 DAYS MIN. ~ ~ ~ CRUSHED GRAVEL OVER COMPACTED EARTH 16 X8, POURED CONCRETE FOOTiNG, 3,.O,,2~.~~, ,-~ 16, XS,,POUREDOONC. FOOTiNG 3500 PSi AT 28 ~r '. ~. ~' ~ ~ PSIAT28DAYSMIN. WITH(2),BREBAR16"XS"POUREDCONCRETEFOOTING3500 ~ ~ ORREP~CEDBYHOLDDO~SFORSHEARWALLs3'ANCHORNOTEDHEREINARENOTTOBEUSEDFOR DEEP MIN., 3500 PSI AT 28 DAYS MIN. WITH ( ~1 DAYS MIN. WiTH (2) ~5 REBAR BEARING ON BEARING ON UNDISTURBED VIRGIN SOIL. ~ ~ REBAR BEARING ON UNDISTURBED VIRGIN SOIL.~I I -- I I--~-' UN~,STUR.~D VIRGIN SOIL. REBAR ~ONO. ~ ~ --~ REGAR CONCRETE COVERAGE TO BE 3" MIN ~ 4. ONE ANCHOR BOLT IS TO BE LOCATED B"TW.EN 6" REBAR CONCRETE COVE~GE TO BE 3- MIN ~ ~ -- I ~q'- - Hi, COVERAGE TO BE 3. MiN , -- ~ MIN. AND 12,, M~. FROM ENDS OR CORNERS ~ GARAGE FOUNDATION ~ CELLAR FOUNDATION DETAIL ~ FOUNDTION WALL REINF. - ELEVATION ~ ANCHOR BOLT SPACING REQ. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" NOT TO SCALE ~ SCALE' NOT TO SCALE CS20 COIL ST~P (UPLIFT CONNECTOR - ~ ~ , TYPICAL) WITH 12" MINIMUM BEARING ON TYPICAL) WiTH 12 MINIMUM BEARING ON STUDS NAILED TO UNDERSIDE OF SILL ',' ~ I I~ ~1~HdU5 (UPLIFT CONNECTOR) WITH 518" DIA. ~ ~S20 co,g ~TRAP (UPU~ OONNECTOR- TYPIOAL) ~'' I ', ~ THR~ADE~ ROD ~'~, 12-%'Z' '"'O ~ ~ ' ~~ ~U TOP P~TE~ OF RRST FLOORAND~~ , ~ UNDER SILL AND NAILED TO BOSOM OF 8ILL ,' OF FIRST FLOOR DOUBLE STUD TYPICAL) > ~ ~ ~. ~ ]GTHI EPOXY ADHESIVE) AND FOR I I I I "' ~ BP WITH SQUARTE WASHER (UPlift ANCHOR ~ ~ ~ ~ SON" AT (HIGH STRENGTH ACRYLIC"'. ' IN.18 GAUGE PLATE CONNECTORS ~ 12" MTS12 (UPLIFT ~ ~J,~ ~ll ST~P~IN~ TO BE INSTALLED 16" ,SPACING) ,, ~ [I ' ' / BUILDING AND AT ENDS OF SHEARWALLS) ~YPICAL AT ~CH //. ~ ) ' ~ ~ I : ~HDUB(UPLIFTCONNECTOR)WIT,~/8 DIA. ALLS'~PPI~TOB. ~ ~BP WITH SQUARE WASHER UPLIFT , ~, ~PHDC(UPLIFTCONNECTOR).SEENOTEA~OVE JOIST) -- ~/~ ~AOHWALLSSTUDSHALLBE %(.~ I ~ THREADED RO~,EMBEDDED 12-1/2 INTO CONCRETE INST~ -LED 16 O.C. ONLE~ - ~ANCHOR BOLT-SEE FOUNDATION DETAIL ~' /~ ALL ST~PPING TO BE INSTALLED 16" C.C. ~ '~[~ %~¢~N~;~H~G~ CONNECTED TO THE GIRDER BELOW ,. UNLESS OTHERWISE NOTED 2 4/6/1 1 Revised for final permit ~[ ~ ADHESIVE) AN~ FOR TEMP.'S 0 TO 4o DEGREES F ABOVE. A CONTINUOUSLY CONNECTED CTED ~ ~ -- A35F MIN.18 GAUGE,,PLATE - A CONTINUOUSLY CONNECTED PATH MUST BE , ' PATH MUST BE PROVIDED FROM THE 1 8/26/10 Issued for permit. ~ I-~ USE SIMPSON AT(HIGHSTRENGTHACRYLIO ACO~¢~ PROVIDEDFROMTHESTUDTOTHEGIRDER ; ~ ~ STUDTO~HEGIRDERBELOW. Ii ~ ~ ADHESIVE) CYPICAL AT CORNERS OF BUILDING PATH MUST BE PROUD ~ ~ CONNECTORS ~ 12 C.C. M~. Mark Date Description FROM THE STUD TO TH AND AT ENDS OF SHEARWALLS) Gird (SHEAR CONNECTOR) PS418 ALL STRAP.~TOOK NUMBERS SHOWN ALL STRAP STOCK NUMBERS SHOWN ARE FROM (UPLIF ON STRONG TIE Issue/Revision Revised for final permit review. ALL STRAP STOCK NUMBERS SHOWN ARE "SIMPSON STRONG TIE CONNECTORS" FROM"SIMPSONSTRONGTIEOONNEOTORS" SHO~%~1~%~%%~/ TYPICAl SECOND FLOOR TO FIRST WALL TO GIRDER CONNECTION DETAIL CAD File NameKOENIG 10FINAL.~x ALL STRAP STOCK ~UMBERS CONNECTORS" Project ID KOENIG ~ STRONG TIE CONNECTORS"' ~ TYPICAL FOUNDATION TIE-DOWN DETAILNoTTO SCALE ~ TYP. FOUNDATION TIE-DOWN METHODNoTTO SCALE ~ FLOOR TIE DOWN METHODNoTTOSCA,~ ~ JOISTS ABOVE BEAMNoTTO SCALE IssueCheckedDrawn BYDateBY EE KOENIGKoENiG PIct Date: ~eviewed by E KOENIG Designed by E KOENIG Submi~ed By E KOENIG ~ ~ Drawing Code Drawin~ Code MIN.18 GAUGE P~TE CONNECTORS -~ <~ % FRAMING SPACES AT EACH END % ~ 12" C.C. U~, A35F ~. ~ ~ ~% Architect's Seal ~ 0828 (UPL'~ .... ~ ~ ~FbOOR F'AMJN~/ _ _ i ~ C816 CS20 COil ST~P WITH 12" ~ ~ ~ ~ I FLOOR ~ 16" O,C.) WlTF 1:" / ~ ~ ~ MINIMUM BEARING ON STUDS ~ _ C.C. UNLESS OTHERWISE NOTED ALL ST~PPiNG TO BE INSTALLED 16" C.C. ~~~ ¢ ' WALL STUD SHALL BE CONNECTED UNLESS OTHERWISE NOTED ~,~m .u~~~ EACH WALL STUD SHALL BE O fE GIRDER BELOW WITH BY ANY OF CONNECTED TO THE GIRDER BELOW STRAPS SHOWN ABOVE. A EACH WALL STUD SHALL BE CONNECTED TO THE WITHBYANYOFTHESTRAPSSHOWN ]V~ ~ ~~, 8CAL ~INUOUSLYCONNECTEDPATH~UST GIRDERBELOWWlTHBYAN¢~RI~~ ~ ~ ~j~ ~ / ~' --~; ~ ~~l' CONNECTOR ~PICAL AT, ABOVE. A CONTINUOUSLY CONNECTED STUD TO THE GIRDER BELOW. PATH MUST BE PROVIDED FROM THE IAA/,Y , ' A~ J IST) GIRDER BELOW. 'E-~~ ' ¢ ~418 % ' ;ILt~OVIDED FR'OM THE STUD TO THE THE GIRDER BELow.PATH SHOWN ABOVE. A CONTINUOUSLY CONNECTEDMusT BE PROVIDED FROM THE STUD TO ~o ~ _ _ I ~/I] I I ~ DEPTH OF JOIST2"X BLOCKING FULL T~p STOCK NUMBERS SHOWN ARE ~ 5,8" MIN. T & G PL~OOD FLOOR AREco. NECTO.s,,F"O" 'IS'" '~O' STRO" ~ T'E CONNECTORS....SIMPSON STRONG TIE CONNECTORS" WITH STAGGERED JOINTS FLOOR JOISTS LAPPED WALL TO GIRDER CONNECTION DETAIL WALL TO GIRDER CONNECTION DETAIL CEILING AND FLOOR ~', ~ OVER BEAM DETAIL ~ JOISTS FLUSH WITH BEAM ~ JOISTS FLUSH WITH BEAM ~ B~CING AT END WALLS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ROOF FRAMIN~ ~ ~ CS20 COIL STRAP (UPlifT OONNECTOR- ~PICA1 AT ALL STRAPPING TO BE INSTALLED 16Ii O.C, DOOR ANDWINDOW HEADER ARC H iTE CTS ~ ~ BEARIN~ ON S~UDS /~/ "MST BE PROVided FROM TH~ STUD TO ROUgh OPENINg FRAMINe REQUIREMENT8 fO~ ~ ~ A CONTINUOUSLY CONNECTED PATH THE GIRDER BELOW ~NDOW OPENINGS (IN ACCORD~CE ~TH ~O9 ~ MUST BE PROVIDED FROM THE STUB ~ ALLSTRAPSTOOKNUMBERSSHOWN ~NOTATION A B ; D E F _ ~ [ADER FROM"SIMPSON STRONG TIE CONNECTORS" b CS20COILST~P(UPLIFTCONNECTOR-,~YPICALAT " ' ~~, 77~ ~ ~ ¢~10AL)(12 MIN. BEARING ON STUDS) ~.~.~%~:..RIll ALLHEABERTOJACKCONNEOTIONS 12 "IN B~RING MTS,0UPLIFTCONNECTOR CypICAL, ~--~ .... ALLSTRAPPiNGTOBEiNSTALLED16. % ~ %~ (12 MIN. BEARING ON RAFTERS) :'III Il iiL~..~j~ TYPICALAT ALL HEADEe. TO JACK ¢),"x,' '' '' ~W ALL STRAPPIN~ TO BE INSTALLED 16 KI G : II ~ H ~ CS20 COIL STRAP UPLIFT CONNECTOR) ~PICAL AT ALL CONNECTIONS) WITH 12 MIN. BLEARING ON ~ -- ~ / ~ / C.C. UNLESS OTHERWISE NOTED ~ STUD WITH 12" MIN STUDS BEARING ....... ql[ /11 ~HDUB(UPLIFTCONNEOTOR)WlTH5/8 DIA. THREADEB HDU5(UPLI~CONNECTOR)WlTH~/8' DIA. ~2'-a' ~ (2)2'x~ L~ "~ . - TOTHEGIRDERBELOW. Architecture FIrm ~~ ~ t'/ ~.i IIIJl[ / "CONCRETEWITH"SIMPSON"ET(HIGH A-NU.aB, eF'~"AI~S.~*CH~"~OFS'"*PPI~eS¢*'~' ''% ~ * "5/8. ANCHORBOLTWiTHJ. X3.1/8.. SIMPSON ET (HIGH STRENGTH EPOX~ADHESI~E) AND ¢,~fo, '""~"'~*"""*"*~'"" OARMELHILL ARCHITECTS ~'~;~'~% i ftt~ FORTEMP.'S 0TO40 DEGREESF USE SIMPSON AT '%--~..'~L'tl~ cdSTRENGTH EPOXYADHESIVE) A B-NUMBEROFBILLSTUBB-ONF~T(DQESNOTAppLyTO %. t~ '~: ' // ~¢'//' SPACEDW[TH 6" TO12" OF EACH END ~EMP. S0~O40DEGREESFUS C..UUa~.O~FU~H~,e'HT~.~STU~SeEACHS,O~OF EDWARD KOENIG - R.A., N.C.A.R.B. ~ ~~L (HIGH STRENGTH ACRYLIC ADHESIVE) CYPICAL AT ~" E Uee,S),TA,~,Sa.,a. ~*e.,,,} '%. ,' - r.-¢/ PLATE. ANCHOR BOLTS SHALL HAVE A ARE FROM "SI"PSON STRO.G TIE ~ ~ CORNERS OF BUILDING. AT ENDS OF SHEARWALLS. "" ADHE VE P CAL AT CORNERS OF ~.,uu~B~ of ~sd NAILS. 6ND~AILBB THROUGH ADJAOENT 16 William Avenue FRAMING AND UPLIFT CONNECTION WINDOW AND DOOR OPENING "*"~'"'",~*~"""~"~"~"~*"~" TYPICAL WALL CONNECTIONS - STUD TYPICAL RAFTER TO WALL 631-277-3337 ~ FOR WINDOW AND DOOR OPENING ~ CONNECTION TYPES ~P~LY TO ~OO'S) 'T~B~S '"' P~'~ 1 ~'J ' ~BLE ~'.*~..,., ~ SPACING DIFFERENT AS RAFTER SPACING ~ STUD CONNECTION DETAIL Emaii: EKoenig~CARMELHiLL.com NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Project Title Koeni~ Residence ~ ALL STRAPPING TO BE INSTALLED 16" c.c. UN~ESS OTHERWiS~ NO~ 610 JACKSONS ~NDING ~ ~ CONTI.UOUSLY CO~N~CTE~ ~ATH MATTITUCK, NY 11952-2055 MUST BE PROVIDED FROM THE STUD ~ 631-864-741 8 TYPICAL) WITH 12" MINIMUM BEARING ON STUDS, ~ A35F MIN.18 GAUGE P~TE CONNECTORS ~ 12 ~ ~ ~ ALL STRAP .~TOCK NUMBERS SHO~ ~ ~APPING UNDER SILL AND NAILED TO ~ ~ ~ ~ C.C. M~. (SHEAR CONNECTOR) ~ .~ '] ARE FROM SIMPSON STRONG TIE ~ ~ UNDERSIDE OF SILL / ~ CS20 COIL STRAP. ~.PLIFT CONNECTOR ON ~ ~ ~ i ~ . ~ ~ A35F MIN.18 GAUGE p~TE CONNECTORS ~ 12" ~ EACH STUD WITH 12 MINIMUM BEARING ON SON CS2~ 1-1/4" SECURE EACH RAFTER TO ~heet Tdle ~ STRAP WRAPPED UNDER SILL AND OVER ~ ~ SIMPSON LSSU210 ,' ALL STRAPPING TO BE INSTALLED 16" O.C. WITH (3) 8d COMMON NAILS ~ DETAILS ~ STUD WITH 12 MIN. STUDS BEARING UNLESS OTHERWISE NOTED ALL STRAPPING TO BE INSTALLED 16" O.C ~CH END QF STRAP . . RAFTER HANGERS ~ ~ ' ~ ~ (UPLIFT CONNECTOR)5/8" ANCHOR BOLT ' ~ A CONTINUOUSLY CONNECTED PATH MUST BE - PROVIDED FROM THE STUD TO THE GIRDER ~ ' . WITH 3" X 3" 1/8" WASHERS SPACED ~ .,' PROVIDED FROM THE STUD TO THE GIRDER ~ EACH ~FTER ' ~' 3L0" O.C. AND SPACED WITH 6" TO 12" OF BELOW. ~ BELOW. I ' ~, I ' - r ALL STRAPPING TO BE EACH END P~TE. ANCHOR BOLTS SHALL ALL STRAP STOCK NUMBERS SHO~ ARE HAVE A MIN. EMBEDMENT OF 7" ALL ST~P STOCK NUMBERS SHOWN ARE FROM INSTALLED 16" O.C. ,, ~ "SIMPSON STRONG TIE CONNECTORS" FROM "SIMPSON STRONG TIE CONNECTORS" Drawin9 N~. ' TYPICAL MUDSILL TO FOUNDATION TYPICAL CONNECTIONS DETAILS TYPICAL SECOND FLOOR STUDS TO FIR5 ~ ,oTWALL CONNECTION DETAIL~o sc,~ ~ AT FIRST FLOOR LEVEL, ctTO SOAL~ ~ NoTFLOORSTUDS CONNECTION DETAILSTo sc,~~ .oTROOF RIDGE STRAPPING DETAILTo,CALE A-11 (2) 1Od NAILS ~ ~ -- -- '~ __ (10) 8d NAILS ~ STUD WALL ABOVE · ~ STUD WALL ABOVE 1-1/4" X 20 GAUGE STEEL COILED / , Z 2"X FLOOR JOISTS 5d COOLER ~ ' ~ ~// / BLE -- ~ STRAP ~C820 AS MFG'D BY~ ' -- END RIM SIMPSON (12" MIN. SEARING ON ~ o COILEDSTRAP¢CS2OASMFG'D. ~ NO ST~PPING REQUIRED GYPSUM BOARD~ JOIST ~~ >] STUDS) ~ ~ ~ BY SIMPSON (12" BEARING MIN.)~~ COILED STRAP ~C820 AS MFG D. ;;~~ ? ONEH2.5aSTRAP~OHSIDEOF -- '~ 16"O.0 MtN. 2" X BLOCKING AT ~ST TWO , ' JOIST WITH (3) 8d COMMON NAILS ~ - C.C. CEILING JCl ~ ~ ONE H2.5a STRAP EACH SIDE OF 1/3 DOWN BE~EEN RIDGE BRACE WITH (4~ 0d N~LS ~ ~ b ~ MTS30 - UPLIFT CONNECTOR .... AS MFG'D. BY SIMPSON - AND CEILING JOISTS 5d COOLER N~ILS ~ 7" O~. INTO BLOOmNG ~ ¢ ~ ENDWALL ~ (M~IMUM HEIGHT ABOVE STUDS g ~YPtCAL) 8" 1-1/4" X 20 GAUGE STEEL ~ - ~ A~IC FLOOR NOT TO 1-1/4" X 20 GAUGE STEEL COILED STRAP ~ ALL STRAPPING TO BE INSTALLED <~ ~ EXCEED 4L5'') ¢CS20 AS MFG'D. BY SIMPSON WITH MIN. 16" O.C ~ BY SIMPSON (12" BEARING MIN.) 12" BEARING ON STUDS 2"X FLOOR JOISTS ~ ' ALL STRAPPING TO BE F~TCEIMNGRIDGE I CEILING BRACING AT % -- ~ -- INSTALLED16" O.C. ~ ROOF RIDGE DETAIL ~ GABLE END WALLS ~ OFFSET WALL AND FLOOR DETAIL ~ CANTILEVERED FLOOR DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ~ AC4 STRAP A8 MFG'D. BY S'MPSON EACH SIDE OF SHEATHING AS PART OF SHEARWALL SEGMENT (S.W.S.) WHERE NOTED ON FLOOR ~'A: --~rr~~( ALL STRAPPING TO BE INSTALLED 16" O.C. ~ ~~ ',__ S/DE OF POST AND BE AM / /' ~ P~N SHALL BE CONTINUOUIS FROM SILL TO~/~ TOP P~TE OR ADEQUATELY BLOCKED ATNoTED. SEE CONSTRUCTION DETAIL UNLESS OTHERWISE NOTED JOISTS 8d COMMON NAILS ~ 6" C.C. EDGE W~%~ AND FIELD. 2 4'6/11 Revised for fi,al permit review AND TYPE %~ ~ MFG B. BY SIMPSON J I[ HOLD DOWNS REQUIRED AT ALL FOUR o HOLD DOWNS REQUIRED AT ALL FOUR ~ ~ Mark Date Description 'SIMPSON' ~' ~ AC4 STRAP AS MFG'D. BY SIMPSON EACH ' NOTED. SEE CONSTRUCTION DETAIL ' / ~/~ ~SOILD BLOCKING Issue/Revision Revised for final permit review. ~ ." ~ 7...o~ --PLYWOOD SHEATHING WITH 8d COMMON ~ ~ PLYWOOD SH~THING WITH 8d ~ ' '~ L/ ¢' ~ ~ ~-~ COMMON NAILS ~12" O.C. INTHEFIELD CAD FIle Name KOENIG 1OFINAL.vwx I I FOUNDATION P~N FOR SIZE AND : ALL ST~PPING TO BE INSTALLED le" O.C. / ~ ~~ Drawn By E KOENIG [~___J~ ,O~OU OF PIER ,EARING ON -- ~ UNLESS OTHERWISE NOTED --~' Il II 'I ~HOLD DO~~--HOLD DO~ PORCH FLOOR POST SUPPORT DTL. RIO PORCH POST SUPPORT DTL. SHEARWALL SEGMENT DETAIL SHEARWALL SEGMENT DETAIL Demgned byE KOENIG Submi~ed By E KOENIG ~Drawing Code Drawing Code I I I I I I I I , :~ OI O JO ~! O lO 1. TABU~TEDF~MINGLOABSSH~LBEPERMI~EDTOBEMULTIPLIEBBYO,85FORF~INGNOT I ' ~ LOCATE' 'TH'N 3L0" Of CORNERS FOR BUILDINGS L'88 THAN '0*-OI' IN '"T" (~' O" "THIN W'1" ~F 2 TABULATED FRYING LOADS AR, SPECIFIED IN POUNDS PER LINER FOOT OF WALL, TO DETER'INE ARCHITECTS I NoTROOFTo SCALEAND WALL SHEATHING NAILING SCHEDULE ~ SCA..,TOPNoTPLATETo SCA,~ SPACING DETAIL = = 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. CARMELHILbcom Email: EKoenig@CARMELHILL.com Project Title Koeni.q Residence 610 JACKSONS LANDING MATTITUCK, NY 11952-2055 631-864-7418 Sheet Title DETAILS Drawing Ne. A-12 ef 13 ®', o ',o ®', o ',® Ol ® I0 ! 0 !0 PLYWOOD SHEATHING NAILING SCHEDULE ROOF SHEATHING WALL SHEATHING ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 FIELD 12" C.C. 12" C.C. 6" C.C. 12" C.C. 12" C.C. EDGE 6" C.C. 6" C.C. 6" C.C. 8" O.C. 6" C.C.