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,PF, Town of Southold 11/27/2018 P.O.Box 1179 53095 Main Rd l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40062 Date: 11/27/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 995 Willis Creek Dr., Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-10-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/21/2017 pursuant to which Building Permit No. 41590 dated 5/2/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS INCLUDING DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Downing,Richard&Janet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41590 9-28-18 & 11-2-18 PLUMBERS CERTIFICATION DATED A t d Signature 'f Town of Southold 11/27/2018 P.O. Box 1179 53095 Main Rd O? Southold,New York 11971 1 # CERTIFICATE OF OCCUPANCY No: 40063 Date: 11/27/2018 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 995 Willis Creek Dr., Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-10-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/21/2017 pursuant to which Building Permit No. 41590 dated 5/2/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SWIMMING POOL ADDITION(WITH DECK SURROUND UNDER CO #40062)TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Downing,Richard&Janet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41590 10-05-2017 PLUMBERS CERTIFICATION DATED Aut ignature nal ' TOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41590 Date: 5/2/2017 Permission is hereby granted to: Downing, Richard _ 995 Willis Creek Dr Mattituck, NY 11952 To: construct a deck addition, with swimming pool, to existing single family dwelling as applied for per Trustee and DEC approval. Two COs required. At premises located at: 995 Willis Creek Dr., Mattituck SCTM #473889 Sec/Block/Lot# 123.-10-2 Pursuant to application dated 4/21/2017 and approved by the Building Inspector. To expire on 11/1/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $987.20 SWIMMING POOLS - IN-GROUND WITH FENCE ENCLOSURE $250.00 CO -ADDITION TO DWELLING $50.00 O - S M OOL $50.00 a1: $1,337.20 Building Inspector pF SO!/r,�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 �o roger.riche rt(a-town.Southold.ny.us Southold,NY 11971-0959 Q evufM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Downing Address: 995 Willis Creek Dr City- Mattituck St: New York Zip 11952 Building Permit#• 41590 Section. 123 Block: 10 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor* DBA. Platinum East Electric License No. 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt20a Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 1-bath fan Notes. assorted up grades in bed room,bath room,and kitchen pantry Inspector Signature: Date: September 28 2018 81-Cert Electrical Compliance Form.xls pF SO!/lyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 • Q roper.richert((-town.southoId.ny.us Southold,NY 11971-0959 Q �yOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Downing Address: 995 Willis Creek Drive city Mattituck st: New York zip: 11952 Building Permit#- 41590 Section: 123 Block: 10 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Arelco Electric License No: 3973-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: Inground Swimming Pool to Include: Bonding, Control Panel, 2- GFCI Circuit Breakers, Low Voltage Pool Lights, Gas Pool Heater. Notes: Inspector Signature: Date: October 5, 2017 0-Cert Electrical Compliance Form.xls SO(/lyolo Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1 179 G Q �► • �o roger. Southold,NY 11971-0959 richerti'�town.south old.ny.us Q com,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Downing Address. 995 Willis Creek Dr City Mattituck St: New York Zip 11952 Building Permit#, 41590 Section: 123 Block: 10 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 20KW standby generator with auto transfer switch Notes. Inspector Signature: Date: November 2 2018 81-Cert Electrical Compliance Form(1).xls 415000,10 SOI/lho �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST tpP;*Voo--[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: V DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: V;V�llw �,,AA OK -ttz & c—.0nc�% 3 DATE INSPECTOR Of SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �o��,oF soolyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL 15,P f Q� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RRE RKjl, I/ S: l ri/� lr r✓f 0 V tI Ob✓ r • DATE h-1 INSPECTOR OF SOUtyo� f # TOWN OF SOUTHOLD BUILDING DEPT. coum 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR c v 1/D pE SOU oy►� T�'O �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. ZtUNDATION 2ND [ ] INSULATION A / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &aVerool-u/0 1*� DATE INSPECTOR SOUjyo{o # # TOWN OF SOUTHOLD BUILDING DEPT. N • 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIO [ ] FRAMING /STRAPPING [ FINAL& [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR pf SOUlyo6 # TOWN OF SOUTHOLD BUILDING DEPT. e "comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f ELECTRICAL (FINAL) [ ) CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR n : -- - _ A OA • , o si - STATE BNEROY • r m1rruffin Mc MAWAO, &a' ,�'r. llM, M,f'rf off' �� ,_AE'�' I1i.'r'!"I A' it l i>ro ALAR � �r�l�������a is•w�.is,e��✓.mow-i-�.%:�� +�iaA[��i���ri�.��i��/l�s� I ��� • s•alt/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying" TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survev SoutholdTown.NorthFork.net PERMIT NO. Check _ Septic Form N.Y S.D E.0 D [Ecf�GV[E Trustees C O Application DDMood Permit Examined ?0 Single& Separate APR 2 1 2017 Storm-Water Assessment Form Contact: Approved �'( BUII.DIl�t • MaglatiVe Environmental Design PO PP - OX 160 Disapproved a/c Peet_e,NY 11958 Phone Expiration 10 31 -73N'-?! 3 Buildinz n cctor APPLICATION FOR 13UILD MIT Date �', a� 20ti INSTRUCTIONS a. This application MUS I be completely tilled in b\ 1\peN\riter or in ink and submitted to the Building Inspector w rth 4 sets of plans, accurate plot plan to scale. Fee according to SC11CCIUle b. Plot plan show mg location of lot and of buildings on premises. relationship to adjoining premises or public streets or areas, and waterw a\s c. The wort, covered bN this application may not be commenced before issuance of Building Permit. d Upon approval of this application, the Building Inspector \\ill issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the \\01-1, e. No building shall be occupied or used in whole or in part for anN purpose w hat so ever until the Building Inspector issues a Certificate of Occupancy f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim. the Building Inspector may authorize, in writing, the extension of the permit for an addition six months Thereafter, a new permit shall be required APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk Count}. Nei\ York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described The applicant agrees to comply w ith all applicable laws, ordinances_ hLidding code housin, code, and regulations and to admit authorized inspectors on premises and in building for necessary inspection 1 naturepp or n e, ' a corporation) Creative Environmental Design (MaPQ applicant) Peconic,NY 11958 State whether applicant is owner, lessee. agent. architect. cngineer. general contractor, electrician, plumber or builder Name of owner of premisesY-A _ (As on the tai r 1 or latest deed) If applicant is a corporation. ,i`(,nature of duly authorized officer (Name and title of corporate officer) Builders License No �{.SB jq!�y -- — �l�twyl Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done. �a 5 Lj; a-- House Number Street Hamlet County Tax Map No. 1000 Section Block ho Lot Subdivision I sled Map No. Lot '. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _ A-H D b. Intended use and occupancy_ HP �. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolitions ©ftr Wgrk;&OI— 11 1y13�� � i c- i `v l ' Pot, (Description) -4. Estimated Cost r 1 Fce —SEP_- 4 5 71,fo b4---d on tiling this application) 5. If dwelling, number of dwelling units Number of dwelling units on each I1oor If garage, number of cars 6. If business, commercial or mixed occupancy, specify t1 tl.]?'hhd �k fifa '��aLh type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner IL Zone or use district in which premises are situated 12 Does proposed construction violate any /oning laNN, ordinance or regulation'? YES NO�� 13. Will lot be re-graded? YES NO \-/Willlexcess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V'NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below. must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF V LZ being dul\ s�\orn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named. (S)He is the (Contracto . Agent Corporate Oil icer, etc.) of'said owner or owners, and is duly authorized to perform or lime performed the said work and to make and file this application; that all statements contained in this application are true to the best orhis knowledge and belief; and that the worl, will be performed in the manner set forth in the application filed there\\ith TRACEY L. DWYER Sworn to before me this NOTARY PUBLIC,STATE OF NEW YORK S} day of Aurd 2017 NO.01 DW6306900 SALIFIED IN SUFFOLK COTY COMMISSION EXPIRES JUNE 30, Notary Publicignature of pp i I I I kb- i BOARD OF SOUTHOLD TOWN TRUSTEES j SOUTHOLD,NEW YORK r � i � I r PERMIT NO. 8925 DATE: NOVEMBER 16,2016 I ISSUED TO: RICHARD & JANET DOWNING I { PROPERTY ADDRESS: 995 WILLIS CREEK DRIVE,MATTITUCK SCTM# 1000-123-10-2 AUTHORIZATION � I Pursuant to the provisions of Chapter 275 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 November 16, 2016, and in consideration of application fee in the sum of$250.00 paid by Richard&Janet Downing and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: I � i Wetland Permit to remove existing 503sq.ft.attached raised waterside deck and construct in its i place a 1,868sq.ft.attached raised deck addition with steps to grade around a proposed 16'x32' raised swimming pool; remove approximately 100sq.ft.portion of existing stone driveway; and install pool enclosure fencing,pool equipment area,pool drywell,and a generator; and as depicted on the survey prepared by Nathan Taft Corwin,III,Land Surveyor last dated November 22,2016 and stamped approved on December 6,2016. f I f IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. %OFFOj�.c - 4 1 I I Michael J. Domino, President so yolo Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 P.O. Box 1179 Glenn Goldsmithcoo Southold, New York 11971 A. Nicholas Krupski �pQ Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1515C Date: September 26, 2018 THIS CERTIFIES that the removal of existing_503sq.ft. attached raised waterside deck and construct in its place a 1 868sq ft attached raised deck addition with steps to grade around a proposed 16'x32' raised swimming pool; remove approximately 100sq.ft. portion of existing stone driveway; and install pool enclosure fencing pool equipment area pool drywell and a generator,• install an approximately 25'x60' area of sod with access steps within the area seaward of the deck and landward of the 50' setback from the wetlands; At 995 Willis Creek Drive,Mattituck Suffolk County Tax Map#1000-123-10-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 19, 2016, pursuant to which Trustees Wetland Permit#8925 Dated November 16, 2016,was issued and Amended on September 20, 2017 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing 503sq ft attached raised waterside deck and construct in its place a 1 868sq_ft attached raised deck addition with steps to grade around a proposed 16'x32' raised swimming pool; remove approximately 100sq ft portion of existing stone driveway; and install12ool enclosure fencing,,pool equipment area pool drywell and a generator-, install an approximately 25'x60' area of sod with access steps within the area seaward of the deck and landward of the 50' setback from the wetlands. The certificate is issued to Richard &Janet Downing owners of the aforesaid property. oa*�- J Lq--- -o Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION eb Facility DEC ID 1-4738-03246 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: RICHARD/JANET DOWNING DOWNING PROPERTY 995 WILLIS CREEK DR 995 WILLIS CREEK DRISCTM 1000-123-10-2 MATTITUCK,NY 11952 MATTITUCK,NY 11952 (631) 734-7684 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.9 NYTM-N: 4540.3 Latitude: 40°59'12.8" Longitude: 72°30'17.3" Authorized Activity: Construct a swimming pool and raised deck. All work shall be done according to the plans prepared by Nathan Corwin last revised on 10/14/2016 and stamped NYSDEC on 12/27/2016. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03246/00008 New Permit Effective Date: 12/27/2016 Expiration Date: 12/26/2021 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date t!�j/ Z 7/--4A'6 Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION qqw Facility DEC ID 1-4738-03246 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. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Corwin last revsied on 10/14/2016.. 4. 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 75 linear feet from the tidal wetland boundary. 5. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed along the project limiting fence as shown on the aprooved plans prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 6. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. 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. 8. 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. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03246 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 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. 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 lawfully 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. 13. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, 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. 14. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is Page 3 of 5 .NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03246 subject'to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 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 exercise all available authority 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 commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or Page 4 of 5 I gh* .NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' Facility DEC ID 1-4738-03246 another'permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the 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 or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 Fq I- � Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL-P_O.Box 1179 p 53095 Main Road-SOUTHOLD,NEIN YORK 11971 pyo - Town of)S`o u th o l d APR 24 2017 CF.APTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) /4 _— DOES--THIS---PROJ Cr---IIBVO F—THE—FOICLOWINC-i: -—_--------------- Yes I`lo (CHECK ALL THAT APPLY) - ❑jYA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material ,_,/ within any parcel or any contiguous area. ❑D C;. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. : ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. _ El[b/E. Site preparation within the one-hundred-year floodplain as depicted on.-FIRM Map of any watercourse.. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck list Form to the Building Departm_fnLwWiyouur Building Permit Application. APPLICANT_ (Property Owner.Design ProfessionsAge- Contractor,Other) S.C.T.M. 'r. 1000 Date r1 District NAME ` f 1193 t D CT ql a /7 Section Block Lot {{f'" FOR.BU11LDINU DLPF;R 1 t$eNT L4� : vNt.`t` contact Informal orr AP Reviewed By. LJ — — — — — — — — — — — — — — — — — — Date: "y a/` /7 Property Address / Location of Construction Work — — — — — — — — — — — — — — — — — Q ' •l� Approved for processing Building Permit - L IN V69 7A Stormwater Management Control Plan Not Required Gtr IlL iig5�- -__-- Stcrm.vater Mange;,ea; Cct;trcl P ar — IForward to Engineering Department for Review) FORM - SMCP - TOS MAY 2014 I APPLIt:ANT i lrlii .r,-Owner,Design Profession,l,Agent,Contrutor,Other! s.c.T.M. •: l000 aoSLFfQ CHAPTER 236 10'�3 t7) _� Stormwater Management control Plan CHECK LIST NAME Section Block Lot S M C P -Plan Requirements: Provide 01� copy of the Building Permit Application. 4•rr,.M,,,,, ( Date: bio * The applicant must provide a Complete Explanation and/or Reason for not providing V-4 all Information that has been Required by Wie following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES If You answered No or NA to any It m, Please Provide ,Justification Here! Tow all of the following items: NO NA If you need additional room for expl nations, Please Provide additional Paper. a Location & Description of Property Boundaries ID Total Site Acreage, c I7xlsting - Natural & Man Made Features within 00 L.F. of the Site Boundary as required by §236-17(Cu2), CON-1 Ft ota d Test Hole Data Indicating Solt Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance, A Well MaIntallneZYns r c ton Entrance, f Exist ing & Proposed Contours of the Site (Minimum z intervals) W re Backedi enctn , sraloiliz tion g Location of all existing & proposed structures, roads, -Seecling o expose and/or tnacti e driveways, sidewalks, drainage improvements & utilities, I) Spot Grades & Finish Floor Elevations for all existing & 11N\ EJ proposed structures. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s), k Location of proposed Construction Entrance/Staging Area(s). IrD Location of proposed concrete washout area(s). E MPECTIO 7� Location of all proposed erosion&sediment control measures, Contact TOS Engineering 568 t 2. Slo,mwater Management Control Plan must include Calculations showing tsacktill, OR Provide blefore IhaI the stormwater improvements are sized to capture,store,and Infiltrate thilt the drain ion 01-11e the run-off from all impervious surfaces generated by a two(2")inch O Code. rainfall /storm event 3 Delail5& Sectional Drawings for stormwater practices are required for approval. Ilcros requiring details shall include but not be limited to: { a Erosion & Sediment Controls. b Construction Entrance & Site Access. i c Inlet Di alnage Structures (e.g, catch basins, trench drains,etc.) –/ d Leach inq Structures (e.g infiltration basins,swa les,etc.) j)Prkl 'N" l.)SF.� nNLrYAdditional Information is Required. Reviewed & Stormwater Manageme t Control Plan is Not Complete. ;�pprovedBy. I - - - - - - - - - - -Stormwater Managemet Control Plan is Complete, safe —Z — 1 I SMCP has been approvId by the Engineering Department. FORM b SWCP - Tf1(q M AV )n id A i so ~ � *765-1181021 Town Hall Annex V( 54375 Main Road G Q ro e P.O.Box 1179 '�• • �O Southold,NY 11971-0959 Ol�•COU OCT 3 1 BUILDING DEPARTMENT BUILDING DEPT: TOWN OF SOUTHOLD TOWN OF SOUmOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1 1TI-I Date: _ �- Company Name: ,vvM C — _ L VC Name: tl� License No.: _340011 - V Address: 13 0 Cc;Nr.�c�Y °� Phone No.: 1 - 965- 'i 4 a JOBSITE INFORMATION: (*Indicates required information) *Name: -NC, cc-Ts , Q owA.)/ *Address: U *Cross Street: *Phone No.: Permit No.: Lot: Tax Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) Final *Is job ready for inspection: YES / NO Rough In *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION for Inspection Form V 82-Request P C� oF So�lyo Town Hall Annex Telephone(631)765-1802 54375 Main Road H ye �O • O _o (631)76ou 5 P.O.Box 1179 roger.richertiwn.s012 .ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Ike-IT14 Date: _ ►�_ Company Name: AIVI,i E , N( Name: IT14 - - License No.: 3 4 o g 1 _ E Address: 13010 Lelwie`f D o moi Phone No.: G,31 - r)6 S- o(y,2 JOBSITE INFORMATION: (*Indicates required information) *Name: ANG C(JS (o C)W.4 'e s *Address: -- �� S WlUt s C'tre-!C oi,, MOrr!ry ck *Cross Street: *Phone No.: 01 96J_ _ Permit No.: S Tax Map District: 1000 Section: Block: I Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) lh ov S CJ F J 17Ctio vanes ` 1,7-7- (Please (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 4Q rl�� !o Town Hall Annex 41 Teleph 0 54375 Main Road P.O.Box 1179 �c . c roerAchert O 7 \ Southold,NY 11971-0959 a� Y ' SEP 2 0 2017 `---J BUILDING DEPAR'TNTM BUILDLNG DEF'. TOWN OF SOUTHOLD TOWN OFSOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: A zjiL�o 72 t L Name: 4 0 rL,A JJ License No.: Address: / S, J A IL • lL�G U�.�-1 A vl�� .v /l7l Phone No.: Cs/ flys y JOBSITE INFORMATION: (*Indicates required information) 'Name: t�, U w v ;— G- 'Address: QQ S�—l;!-L!LL t S Q TL C-IC b 2 A Tri TJ c !Z _ 'Cross Street: `Phone No.: �c,G rN Fc ji G� Q_ a.lj<�c r;3/ Z,9.k vGi d 'ermit No.: / o rax-Map District: 1000 Section:r I Block:ALL Lot; ^ `BRIEF DESCRIPTION OF WORK(Please Print Clearly) Please Circle All That Apply) Is job ready for inspection: Y / NO Rough In Final Do-you need a Temp Certificate: YES/ emp Information(If needed) Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Mitional Information: PAYMENT DUE WITH APPLICATION 1 W-Request for lnspecUon Form 9.G S�o�� ,0.3 . . \y�o�v NOTES: - EXISTIN6 SLATE WALK$ STEPS �• 7 R pP F TO BE REPLACED WITH NEW x� E n ° 3`'% .,m< G���k����V\p( 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PERMEABLE GRAVEL WALK / C P !\� \J (320 ect. ft.) x71.3 ' 9y. p yule: \\41 p EXISTING ELEVATIONS ARE SHOWN THUS: s.0 ptz�oW F exp EXISTING CONTOUR LINES ARE SHOWN THUS: – — — — — –5— — — — _ p pfLC\o��o�- F FL. - FIRST FLOOR P 0�� G.FL. - GARAGE FLOOR 2' 10.6 0_ \\o G 0 ep \- T.B. - TOP OF BULKHEAD �OJSF' `r ,. °G�y�/ q �,nPpfL� B.B. - BOTTOM OF E3ULKHEAD ac m_ �� 1° FRP��O �E e� �Pc`oQoc�\P` 2. FLOOD ZONE INFORMATION TAKEN FROM: 's„ e oFt� GF �R o PPoo\-�Q��p� FLOOD INSURANCE RATE MAP No. 36103CO482 H o'�� 1 S`GPEtP 290 O ZONE AE. BASE FLOOD ELEVATIONS DETERMINED \a°5 ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 17. ANNUAL CHANCE FL00 b �5' app 0. WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS o a r Rop" % 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE : \ SWI S3 - . .. �8 ' 0 0 �. RO 35,r IMr' ,y � s "�A/std DOSED :. 6' , DE ... ... 32':. ry9oV PROP B' �' �� ,� RoS�oN co�,,T�o1� APPROVED 1 eoGF of� — \) PC06 05 X VED BY ole BOARD OF 1 RUSTEES �� TOWN OF SOUTHOLD x-M $ — -- 7.00 — — — x FEN rNG GT o DATE97.0 x (� 1- - - - - - - - - -- - I -- - - ~fix r-- Lj ��� � LOT 16 x�4\�65 n� — — OGK joNE N z az _ \oE ( FLAG LAG \ / —g/ y � Z ION &SEDIMENT CONTROLS X-- oN ar.N rB P ll include but not be.limited to: 6 FLAG r \ � hFLA - T re 111 FLAG x \� , J�°a�� A well maintained Construction Entrance• AP 5 Se°�s• Wire Backed Silt F ting, stabilization& , D t WOOD BULKHEAD 3 '4 FLAG 1�4 1,�I, .2 1 7'8 13N1GH wqT fR M�Gd�1 II' 4 \\` 61 /� ° (\1 SJ��� Seeding of ex ed and/or inactive soils. _ .f LINE AS tll, y N ,4s IW)'L LO SH0 ON t k `,� ^'3cQ t1.,IT16 ` I O9.,00" w 3i� Bu �EaD ED44P im FLAG �/p'�° ix DRAINAG SPECTIONS ARE REQUIRED rays � W 6 ,,� ,� �� Conta OS Engineering at 765-1560 before nAc i3ackflli,OR Provide Engineer's Certification 5 90 �oit FLAG that the drainage has been installed tq4pA6 ,N ACCORDANCE WITH THE MINIMUM o ti0 37 0 S B4'20 20 16 Yv STANDARDS FOR TITLE SURVEYS AS ESTABLISHED hNYL LOK Q Z 7 BY THE L.I.A.L.S. APPROV AND ADOPTED SIC( BULkN�O ~WOOD PIUNG 48'3/ �� TITLE SASS(LICH �T{tW y4� SATE LAND T.B.1 3 T.B 1 3 CO [ A r�a O —WOOD PILING APPROVAL OF � 57 OR TER MANAGEMENT PILING C01�17'RO�L�PLAN �_T yi, Cod � ILLI S CREEK ADat foAc ,-�- h 6 '�—WOOD PILING T To L E O� � Approved�. � •� DEEP "•'� N Y.S Lic. No. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft C o r v SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED CER TIFIED TO: TO BE A VALID TRUE COPY RICHARD DOWNING CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. JANET DOWNING IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND JPMORGAN CHASE, N.A., TFNnwr IN-ZT1T11T1n1, 1-1— -1- Models: 20RESC WHLER. Power Systems Multi-Fuel LPG/Natural Gas enBuiller O Gre 00� � Standard Features �g; E • RDC2 Controller NATIONALLY REGISTERED _ o One digital controller manages both the generator set and ARCMITCCTURAI RECORD transfer switch functions(with optional Model RXT). o Designed for today's most sophisticated electronics. o Electronic speed control responds quickly to varying demand. o Digital voltage regulation protects your sensitive electronics from harmonic distortion and unstable power g quality. x • Kohler Command PRO Engine Features w. o Kohler Command PRO©OHV engine with hydraulic valve „r. lifters for reliable performance without routine valve adjustment or lengthy break-in requirements. o Powerful, reliable air-cooled performance. o Simple field conversion between natural gas and LPG fuels while maintaining emission certfication. • Designed for Easy Installation The Kohler® Advantage o Polymer base eliminates the need for a concrete mounting pad, reducing installation time and cost. • High Quality Power o Fuel and electrical connections through the enclosure wall Kohler home generators provide advanced voltage and eliminate the need for stub-ups through the bottom. frequency regulation along with ultra-low levels of o Load connection terminal block allows easy field wiring. harmonic distortion for excellent generator power quality to o Designed for outdoor installation only. protect your valuable electronics. 9 y • Extraordinary Reliability • Certifications Kohler is known for extraordinary reliability and o Meets emission regulations for U.S. Environmental performance and backs that up with a 5-year or 2000-hour Protection Agency(EPA)with both natural gas and LPG. limited warranty. Note: CARB does not regulate emergency standby generators with outputs less than 50 HP • Powerful Performance o UL 2200/cUL listed(60 Hz model). Exclusive Powerboost' technology provides excellent o CSA certification available(60 Hz model). starting power. o GOST certified(Russia). • Corrosion-Proof Enclosure o Accepted by the Massachusetts Board of Registration of The bold new Kohler design is completely corrosion proof, Plumbers and Gas Fitters even in harsh seaside environments, and is impact- • Approved for stationary standby applications in locations resistant even at-34D C(-30D F). served by a reliable utility source. • Fast Response • Warranty Kohler generators restore power to your home quickly and o Standard 5-year/2000-hour limited warranty for on-grid reliably. (standby)applications in locations served by a reliable utility source. D OCT 3 1 X018 BUILDING jDEpT. TOWN OF SOUMOLD G4-246 (20RESC) 3/170 Generator Ratings Standby Ratings Line Circuit Natural Gas LPG Breaker Alternator Voltage Phase Hz kW/kVA Amps kW/kVA Amps Amps Poles 120* 1 60 18/18 150 20/20 166 175 1 110/220 1 60 18/18 81 20/20 90 100 2 120/240* 1 60 18/18 75 20/20 83 100 2 2F7 100/200 1 50 15/15 75 16/16 80 80 2 115/230 1 50 15/15 65 16/16 69 100 2 2201 1 50 15/15 68 16/16 72 80 1 230 1 50 15/15 65 15/15 65 80 2 240t 1 50 13/13 54 13/13 54 80 1 120/208* 3 60 17/21 58 17/21 58 70 3 110/220 3 60 17/21 55 17/21 55 80 3 127/220 3 60 17/21 55 17/21 55 80 4 120/240* 3 60 17/21 51 17/21 51 60 3 2G7 220/380 3 60 17/21 32 17/21 32 40 4 277/480* 3 60 17/21 26 17/21 26 30 3 100/200 3 50 14/17 50 15/18 54 63 3 220/380$ 3 50 14/17 26 15/18 28 32 4 230/400 3 50 14/17 25 15/18 27 32 4 240/416$ 3 50 14/17 24 15/18 26 32 4 * UL listed. t 50 Hz single-phase models are factory-connected as 230 volts.Field-adjustable to 220 or 240 volts by an authorized service technician. $ 50 Hz 3-phase models are factory-connected as 230/400 volts.Field-adjustable to 220/380 or 240/416 volts by an authorized service technician. Note: The line circuit breaker is automatically selected based on the generator set model and voltage configuration. RATINGS:Standby ratings apply to installations served by a reliable utility source.All three-phase units are rated at 0.8 power factor.All single-phase units are rated at 1.0 powerfactor.The standby rating is applicable to variable loads with an average load factorof 80%forthe duration of the power outage.No overload capacity is specified at this rating.Ratings are in accordance with ISO-3046/1, BS5514,AS2789,and DIN 6271 GENERAL GUIDELINES FOR DERATING:ALTITUDE:Derate 4%per 305 m(1000 ft.)elevation above 153 m(500 ft.).TEMPERATURE:Derate 2%per 5.5°C (10°F)temperature increase above 16°C(60°17.Availability is subject to change without notice.The generator set manufacturer reserves the right to change the design orspecifications without notice and without any obligation or liability whatsoever. Contact your local Kohler Co.generator distributor for availability. G4-246 (20RESC) 3/17c Alternator Specifications Alternator Specifications Alternator Features Specifications Alternator • Compliance with NEMA, IEEE, and ANSI standards for Manufacturer Kohler temperature rise. Type 2-Pole,Rotating Field . Self-ventilated and dripproof construction. Leads,quantity 21`7 4 • Windings are vacuum-impregnated with epoxy varnish for 2G712 dependability and long life. Voltage regulator Digital • Superior voltage waveform and minimum harmonic Insulation: NEMA MG1-1.66 distortion from skewed alternator construction. Material Class H • Digital voltage regulator with±1.0%no-load to full-load Temperature rise(60 Hz) 130°C Standby RMS regulation. Temperature rise(50 Hz) 150°C Standby • Rotating-field alternator with static exciter for excellent Bearing:quantity,type 1,Sealed load response, Coupling Direct • Total harmonic distortion(THD)from no load to full load with Amortisseur windings Full a linear load is less than 5%. Voltage regulation,no-load to full-load RMS -1.0% One-step load acceptance 100%of Rating Peak motor starting kVA: (35%dip for voltages below) 240 V,1 ph 2F7(4 lead) 41 (60 Hz) 230 V,1 ph 2F7(4 lead) 28(50 Hz) 240 or 480 V,3 ph 2G7(12 lead) 69(60 Hz) 208 or 416 V,3 ph 2G7(12 lead) 55(50 Hz) G4-246 (20RESC) 3/17c Application Data Engine Fuel Pipe Size Engine Specifications Minimum Gas Pipe Size Recommendation,in.NPT Manufacturer Kohler Natural Gas LPG Engine:model,type CH 1000 4-Cycle Pipe Length, 281,000 340,000 Cylinder arrangement V-2 m(ft.) Btu/hr. Btu/hr. Displacement,cm3(cu.in.) 999(61) 8 (25) 1 3/4 Bore and stroke,mm(in.) 90 x 78.5(3.54 x 3.1) 15 (50) 1 1 Compression ratio 8.8:1 30 (100) 1 1/4 1 Main bearings:quantity,type 2,Parent Material 46 (150) 1 1/4 1 1/4 Rated RPM 61 (200) 1 1/4 1 1/4 60 Hz 3600 50 Hz 3000 Fuel Requirements Max.engine power at rated rpm, Fuel System kW(HP) Fuel types Natural Gas or LPG LPG,60 Hz 23.0(30.9) Fuel supply inlet 1/2 NPT LPG,50 Hz 20.0(26.8) Fuel supply pressure,kPa(in.H2O): Natural gas,60 Hz 20.2(27.1) Natural gas 0.9-2.7(3.5-11) Natural gas,50 Hz 16.8(22.5) LP 1 7-2.7(7-11) Cylinder head material Aluminum Fuel Composition Limits* Nat.Gas LPG Valve material Steel/Stellite® Methane,%by volume minimum 90 min. - Piston type and material Aluminum Alloy Ethane,%by volume(maximum) 4.0 max. - Propane,%by volume 1.0 max. 85 min. Crankshaft material Heat Treated,Ductile Iron propene,%by volume(maximum) 0.1 max. 5.0 max. Governor:type Electronic C4 and higher,%by volume 0.3 max. 2.5 max. Frequency regulation,no load to full load Isochronous Sulfur,ppm mass(maximum) 25 max. Frequency regulation,steady state ±0,5% Lower heatingvalue, Air cleaner type pry MJ/m3(Btu/ft ,(minimum) 33.2(890) 84.2(2260) * Contact your local distributor for suitability and rating derates based Engine Electrical on fuel compositions outside these limits. Engine Electrical System Operation Requirements Ignition system Electronic, Capacitive Discharge Fuel Consumption Starter motor rated voltage(DC) 12 Fuel Fuel Consumption,m3/hr.(cfh) Battery(purchased separately): Model Type %Load 60 Hz 50 Hz Ground Negative 100 8.0 (281) 6.4 (225) Volts(DC) 12 75 6.9 (243) 5.4 (189) Battery quantity 1 Gasural 50 4.6 (161) 3.9 (139) Recommended cold cranking amps: 25 3.6 (127) 2.9 (103) (CCA)rating for-18°C(0°F) 500 20RESC Exercise 2.0 (71) 2.0 (71) Group size 51 100 3.9 (136) 2.9 (102) 75 3.1 (109) 2.4 (85) Exhaust LPG 50 2.3 (82) 1.8 (63) Exhaust System 25 17 (59) 1.3 (47) Exercise 1.0 35 1.0 35 Exhaust temperature exiting the � ) ( ) enclosure at rated kW,dry,°C(°F) 260(500) Nominal fuel rating: Natural gas: 37 MJ/m3(1000 Btutft.3) LPG: 93 MJ/m3(2500 Btu/ft.3) Lubrication LPG conversion factors: 8.58 ft.3=1 Ib. Lubricating System 0.535 m3=1 kg 36.39 ft.3 =1 gal. Type Full Pressure Oil capacity(with filter),L(qt.) 1.9(2.0) Oil fitter quantity,type 1,Cartridge Oil cooler Integral G4-246 (20RESC) 3/170 RDC2 Controller • Front-access mini USB connector for SiteTech- or USB Utility connection von�e 2aov ®n • Integral Ethernet connector for Kohler©OnCue©Plus Freq: 60.0 Hz • Built-in 2.5 amp battery charger 9) • Remote two-wire start/stop capability for optional connection O®®Os of a Model RDT transfer switch • Diagnostic messages: t —� o Displays diagnostic messages for the engine,generator, Model RXT transfer switch, programmable interface The RDC2 controller provides integrated control for the module(PIM),and load shed kit generator set, Kohler©Model RXT transfer switch, o Over 70 diagnostic messages can be displayed programmable interface module(PIM),and load shed kit. • Maintenance reminders The RDC2 controller's 2-line LCD screen displays status • System settings: messages and system settings that are clear and easy to read, o System voltage,frequency,and phase even in direct sunlight or low light. o Voltage adjustment o Measurement system, English or metric RDC2 Controller Features • ATS status(Model RXT ATS required): o Source availability • Membrane keypad: o OFF,AUTO,and RUN pushbuttons o ATS position(normal/utility or emergency/generator) o Source voltage and frequency o Select and arrow buttons for access to system • ATS control Model RXT ATS required): configuration and adjustment menus ( q ): • LED indicators for OFF,AUTO,and RUN modes o Source voltage and frequency settings • LED indicators for utility power and generator set source o Engine start time delay sfer time delays o Transfer availability and ATS position(Model RXT transfer switch o a calibration required) g o Fixed pickup and dropout settings • LCD display: o Two lines x 16 characters per line • Programmable Interface Module(PIM)status displays: o Backlit display with adjustable contrast for excellent o Input status(active/inactive) visibility in all lighting conditions o Output status(active/inactive) • Scrolling system status display: • Load control menus: o Generator set status o Load status o Voltage and frequency o Test function o Engine temperature o Oil pressure Generator Set Sound Data o Battery voltage Model 20RESC 8 point logarithmic average sound levels are o Engine runtime hours 64 dB(A)during weekly engine exercise and 69 dB(A)during • Date and time displays full-speed generator diagnostics and normal operation. For • Smart engine cooldown senses engine temperature comparison to competitor ratings,the lowest point sound levels • Digital isochronous governor to maintain steady-state speed are 62 dB(A)and 67 dB(A)respectively.* at all loads All sound levels are measured at 7 meters with no load. • Digital voltage regulation: ±1 0% RMS no-load to full-load • Automatic start with programmed cranking cycle * Lowest of B points measured around the generator. Sound levels at other points around generator may vary depending on installation • Programmable exerciser can be set to start automatically on parameters. any future day and time,and run every week or every two weeks • Exercise modes: o Unloaded weekly exercise with complete system diagnostics o Unloaded full-speed exercise o Loaded full-speed exercise(Model RXT ATS required) G4-246 (20RESC) 3/170 KOHLER CO.,Kohler,Wisconsin 53044 USA Kohler Power Systems Phone 920-457-4441,Fax 920-459-1646 Asia Pacific Headquarters For the nearest sales and service outlet in the 7 Jurong Pier Road US and Canada,phone 1-800-544-2444 Singapore 619159 KOHLERPower.com Phone(65)6264-6422,Fax(65)6264-6455 Generator Set Standard Features Available Options,Continued • Battery cables Literature • EPA certified fuel system ❑ General maintenance literature kit • Corrosion-proof polymer sound enclosure ❑ Overhaul literature kit • Critical silencer ❑ Production literature kit • Field-connection terminal block Maintenance • Fuel solenoid valve and secondary regulator ❑ Maintenance kit(includes air filter,oil,oil filter,and • Line circuit breaker spark plugs) • Multi-fuel system, LPG/natural gas,field-convertible Warranty • Oil drain extension with shutoff valve ❑ Optional Extended 5-Year/2000 Hour Comprehensive Limited • Premium 5-year limited warranty Warranty • RDC2 generator set/ATS controller Automatic Transfer Switches and Accessories • Rodent-resistant construction ❑ Model RDT ATS • Sound-deadening,flame-retardant foam per UL 94, ❑ Model RXT ATS class HF-1 ❑ Model RXT ATS with combined interface/load management board Available Options L] Load shed kit for RXT or RDT Approvals and Listings ❑ Power relay modules(use up to 4 relay modules for ❑ CSA approval each load management device) ❑ Communication Accessories Other Kohler®ATS ❑ OnCue©Plus Generator Management System Concrete Mounting Pads ❑ Concrete mounting pad,3 in.thick ❑ Concrete mounting pad,4 in.thick (recommended for storm-prone areas) Electrical Accessories ❑ Battery ❑ Battery heater, 120VAC ❑ Battery heater,240VAC ❑ Cold weather package, 120VAC ❑ Cold weather package,240VAC Generator Set Dimensions and Weights ❑ Emergency stop kit ❑ PowerSync©Automatic Paralleling Module(APM) Overall Size,L x W x H: 1216 x ss. x 72 x 29 9 in.) mm (48 x 26. (single phase only) ❑ Programmable interface module(PIM) Shipping Weight: 243 kg (535 Ib.) (provides 2 digital inputs and 6 relay outputs) Fuel System Accessories L ❑ Flexible fuel line(included on Quick-ship[QS]models) ❑ Carburetor heater, 120 VAC ❑ Carburetor heater,240 VAC H Carburetor heater is recommended for reliable starting at temperatures below 0°C(320F) ❑ Fuel regulator heater pad 120VAC ❑ Fuel regulator heater pad 240VAC W Fuel regulator heater is recommended for reliable starting NOTE. Dimensions are provided for reference only and should not be used for planning installation.Contact your local distributor for more detailed information. at temperatures below-18°C(0°F). DISTRIBUTED BY: ©2015,2016,2017 by Kohler Co. All rights reserved. G4-246 (20RESC) 3/17c '01 #3 REBAR cn J CERAMIC TILE m uj uj2 � \1 III � J III Q 3" CLR z Q w III o CD z #3 @ 12" O.C. VERT o III � IIS LU 3' CLR O 16 I #3 @ G" O C VERT RADIU5 VERIES FROM 12" @ 4' DEPTH TO 5'=0" @ 8'-6" DEPTH III ISI WALL DETAIL D C�p�ED AFR?L+'y/ 11 _ I 1_011 41 yOQ� NE`N DOWNING Rob r rown POOL Architect, P.C. 995 WILLIS CREEK DRIVE 20 Bax Ave. Greenport NY info@rlbrownarchitect.com MATTITUCK, NY 11952 631-477-9752 January 30, 2017 SURVEY OF LOT 16 MAP OF HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21 , 1987 SITUATED AT MATTITUCK �S � TOWN OF SOUTHCi i✓ R SUFFOLK COUN "Y, NEV'�; YOLK S.C. TAX No. 1000- °, 0-02 SCALE 1 "=30' MARCH 31 , 2003 4p MAY 2, 2003 ADDED CONTOUR LINES JANUARY 6, 2008 UPDATE MAP 1 UPDATE SHORELINE FEBRUARY 13,NOVEMBER212 LOCA 8, BUOLKHEAD ALONG WEST PROPERTY LINE APRIL 30, 2012 UPDATE TOPO AT S.W. COR. DECEMBER 18, 2013 UPDATE SURVEY JANUARY 27, 2016 UPDATE SURVEY OCTOBER 14, 2016 ADD PROPOSED POOL NOVEMBER 22, 2016 REVISE PROPOSED POOL DEPTH TOTAL AREA = 40,553 sq. ff. (TO TIE LINE) 0,931 ac. UPLAND AREA = 36,662 sq. ff. EXISTING IMPERVIOUS LOT COVERAGE PROPOSED IMPERVIOUS LOT COVERAGE OVER N. Y.S.D.E.C. ADJACENT AREA (36,662 sq. ft.) OVER N. Y.S.D.E.C. ADJACENT AREA (36,662 sq. ft.) 00 w F� o DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 3,559 sq. ft. 9.7% HOUSE 3,559 sq. ft. 9.7% REAR DECK 503 sq. ft. 1.4% WEST SIDE DECK 690 sq. ft. 1.9% WEST SIDE DECK 690 sq. ft. 1.9% WOOD WALK 441 sq. ft. 1.2% / SLATE WALK 352 sq. ft. 0.9% PROPOSED POOL 512 sq. ft. 1.4% / WOOD WALK 441 sq. ft. 1.2% PROPOSED DECK & STEPS 1,868 sq. ft. 5.1% gym{ TOTAL 5,545 sq. ft. 15.1% TOTAL 7,070 sq. ft. 9.31 MAXIMUM LOT COVERAGE: 20% OF UPLAND AREA = 7,332 sq, ft. MAXIMUM LOT COVERAGE: 20% OF UPLAND AREA = 7,.° _ ft. EXISTING LOT COVERAGE OF TOTYN P.• "POSED LOT COVERAGE :.'F _r'r Tl BUILDABLE LAND (36,662 sq. ft.) UILDABLE L.1VD (36,662 sc� DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AF:..'. X LC; (OVERAGE Xzz ,X °. J -Q, P,B.7 2 HOUSE 3,559 sq. ft. 9.7% HOUSE 3,559 sq. ft. 9.7% R=60.00 'ell, &� a x Oy�� REAR DECK 503 sq. ft. 1.4% WEST SIDE DECK 690 sq. ft. 1.9% wl FOUND 7 °"vA�yEa ° WEST SIDE DECK 690 sq. ft. 1.9% PROPOSED RAISED 512 s ft. 1.4% MON o4NE. X a aQa X-7•Z ISO J SWIMMING POOL q TOTAL 4,752 s ft. 13.0% PROPOSED RAISED WOOD 1 868 s ft. 5.1% ` q DECK & STEPS q• XB.z TOTAL 6,629 sq. ft. 18.1 Nt qr. Cq 'e" IN a a a a. I 0 9:0 �oaE ,0.3 a Pp,�SE°a NOTES: ---- - EXISTING SLATE WALKd STEPS "�• a S 5ti �� p COQ TO BE REPLACED k4ITH NEW X n' I ' . a' �.a :c ��pGoey? V'P 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PERMEABLE GRAVEL WALK X11.3 ': 9 �� P� �� EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 (320 sq. ft.) 11.3 g�� (�N�'' ;-• a gG�v��� of��p EXISTING CONTOUR LINES ARE SHOWN THUS: �G� 4., OFLOOR P P� EFL. - FIRST RAGELOOOR 16.2' ,0.6 29Z oo " o_ G o o E� T.B. - TOP OF BULKHEAD s. I f) JSF n'a' a �jti.i ,QpQ�CZ� B.B. - BOTTOM OF pULKHEAD H PP, QPPp�Q� a 2. FLOOD ZONE INFORMATION TAKEN FROM: �Pop FLOOD INSURANCE RATE MAP No. 36103CO482 H �000�roJ��s �° ooTy g( PRP �� O 2go Y Pfz��p� ? pNE`t W �G LA s eo gee ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZOO ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1 ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 3 �3.T$' `�. \ SW I Ml LAVED':.:.:::;•.. -.3 1............... 7. APPROVED FY - - epG f p OF OL 5 D� /// XBj va- 7_ _ - pM�NG FD PROJEG o7.2 7.0 0 W LOT ��-- X .I 06i i / AGK 6..s \ - ----� EL(6) \ ° II--�� // c 3.2 C� �.. - - - �O`E X ( - / 1 \ ti-8 \��ryo g D 1 !::^a 9] E Ll / FLAG_, �� 1 \ o _ N fix/ all, X11-- _ " � \ l 1 �y"O2 7 N T B .5- = FLAG _ ' } \ �' ro PS e- i FLAG M \\ \ \ DEC FLA ti•.y \\ �\ 5 °� - 5 2016 PP�_ \ Z FLAG7,?, FLAG �C� 4.9 _� Xn WOOD BULKHEAD 3 >_ T/f U ?O1.3rGH WAr£R all, 1 C k ` } -i/ 61CQ// P��Go�S 1_4 NE As MgRjc.: .} / Scuthuld Town all, alr, Al V//yyL SHOWN ON k � 1I, k �� T fe 0 �4°O LOW s1CL F/C� Atigp RrA ._ .. -�_ }c T,Q 0 00" BULKHEAD ' FLAGS 4.7x v 1 Q ` - ,� �. 28 C Fl AG FLAG ov VIN J 90'�V �O�TO�P�I „' PREPARED IN ACCORDANCE WITH THE MINIMUM A6 W STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ? p ,11� 0 16 BY THE L.I.A.L.S. NyBµAi'PRyO�V AND ADOPTED ooh LOW SIC( eUCkN�D -WOOD PILING 37. lO� U�48'J7 4� TIOTLRE SA SH U T e �y ARK, ATE LAND Te 1 T \ ."-WOOD PILING �� *"-WOOD PILING r WILLISCR �'E �7 'K ]j To OR ~`WOOD PILING DEEP.P ¢-� e 7 N.Y.S. 'c. W, 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF ' "� SECTION 7209 OF THE NEW YORK STALE lt a h ar y ft ��1 mrd., , vvr rj 1; EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT'BEARING THE LAND SURVEYOI 'S, INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ;. CER TIFIED TO: TO BE A VALID TRUE COPY. RICHARD DOWNING CERTIFICA110NS INDICATED HEREON SHALL' RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successo- , 'Sto ley J Is_': .S. JANET DOWNING IS PREPARED, AND ON HIS BEHALF TO THE _.S• TITLE COMPANY, GOVERNMENTAL AGENCY AND JPMORGAN CHASE, N.A., LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - S,t& -,,,ns - Loyout IT'S SUCCESSORS AND/OR ASSIGNS AS THEIR INTREST MAY APPEAR TO THE ASSIGNEES OF THE LENDING INSTI- REGAL TITLE AGENCY TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (6 )727-1727 STEWART TITLE INSURANCE COMPANY THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENT% OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32' m 3' 68' 61 3' TIMBER PILE-CONCRETE GRADE BEAM NOTES 1. ALL PILES SHALL BE PRESSURE TREATED TIMBER IN ACCORDANCE WITH A.W.P.A. C-1 FOUNDATION MARINE 1.0 CCA-C.PILES SHALL BE DRIVEN TOAMINIMUM 20 TON CAPACITY AS DETERMINED BY THE ENR FORMULA.PILE HAMMER TO HAVE A ° MIN.RATED ENERGY OF 8000 FT.LBS. • 2' ® e •®• ,� . •� ° 2. PILES SHALL HAVE A MINIMUM BUTT DIAMETER OF 10 INCHES W/8'TIP. LENGTH TO BE DETERMINED BY BLDG. ELEVATIONS & SOIL CONDITIONS. A MINIMUM • • PENETRATION OF 15.0 FOOT IS REQUIRED INTO VIRGIN SOIL.THE PILE TIP SHALL • '" REACH AN ELEVATION OF -10.0 MSL. AS A MINIMUM. POOL PILING SHALL BE EMBEDDED A MINIMUM OF 15 FOOT INTO VIRGIN SOIL AS MEASURED FROM GRADE • ° •n ° OR BOTTOM OF POOL,WHICHEVER IS LOWER,WITH-10.0 MSLAS A MINIMUM. • ° , °` 6' 3. PILE CERTIFICATION REQUIRED FROM LICENSED ENGINEER TO CERTIFY PILE Z ° CAPACITY AND TIP ELEVATION. O e, 4. ALL PILE HANDLING,SETTING,AND DRIVING SHALL CONFORM TO THE N.Y.S. > SHALLOW DEEP DEPARTMENT OFTRANSPORTATION CODE REQUIREMENTS. DAMAGEDPILES � END END 16 SHALL BE REPAIRED OR REMOVED AS PER INSTRUCTIONS OF THE RESIDENT ° �� °®• • (04 • ' ARCHITECT. ® e S. PILES SHALL BE DRIVEN TO WITHIN 3 INCHES OF THE DESIGN LOCATIONS.PILES e OUT OFTOLERANCE SHALL REQUIRE REMEDIALACTION AS PER THE RESIDENT ARCHITECT. LU • 4 , • ° , 6' 6. NO CONCRETE SHALL BE PLACED UNTILTHE PILE LOCATIONS HAVE BEEN p ° • APPROVED. a • , 7. ALL CONCRETE SHALL BESTONE AGGREGATE WITH AMINIMUM STRENGTH OF e ° 3000 PSI AT 28 DAYS.PORTLAND CEMENT SHALL CONFORM TO A.S.T.M.SPEC �/� ° e C150.CONCRETE AGGREGATE SHALL CONFORM TO A.S.T.M.SPEC C33,314-MAX. V .� ® •�°• � .•�.° SIZE. LW 8. STEEL REINFORCEMENT SHALL BE GRADE 60,CONFORMING TO A.S.T.M.A615. f ° 2' WELDED WIRE REINFORCENENT SHALL BE COLD DRAWN,CONFORMING TO Q A.S.T.M.A185.ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 9. ALL WORK SHALL BE W CONFORMANCE WITH THE LATESTACI CODE. L (p Q� 10. LOCATION OF CONSTRUCTION JOINTS AND SPLICES FOR STEEL REINFORCEMENT U) N SHALL BE APPROVED BY THE RESIDENT ARCHITECT.MINIMUM SPLICE SHALL BE 40 '^ .0 v- BAR DIAMETERS FOR ALLREBAR. U) POOL PILE PLAN 10" 0 TIMBER PILING Q c' .cu z 11. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAP TIES AND W C SET IN 2'x 2' P.C. GRADE BEAM WALL PENETRATIONS SHALL BE CLEANED AND GROUT REPAIRED TO PRECLUDE Q O SCALE: 1/4"=1'-0" CORROSSEE SECTION 1 FOR REINFORCING DETAILS POURED.I ALL RENFORCEMENTAND FABRIC FOR CONRCEMENT SHALL BE TIED IN CRETEPOURED ONCE BEFORE NGROUNCRETE D V'^ � i m SHALL BE SUPPORTED ON PRECAST BRICKS OR CHAIRS. V) +' CO ti 12.LOCATION OF PILE FOUNDATION ON PROPERTY IS NOT THE RESPONSIBILITY OF W N O CL THEDESIGN ENGINEER. ALL SETBACK LINES AND PILE LOCATIONS TO BE C co N LOCATED AND STAKED BY OTHERS PRIOR TO CONSTRUCTION. O r = 13. PLEASE BE ADVISED THAT THIS PILE FOUNDATION HAS BEEN DESIGNED FOR ALL V REQUIRED ENVIRONMENTAL LOADS WITH THE EXISTING SOIL LEVEL ANY LOSS OF SOIL BELOW THIS ELEVATION WILL BE DETRIMENTAL TO HE STABILITY OF THE PILE GROUP. IF THE SOIL ELEVATION ERODES BELOW THIS POINT, REMEDIAL ACTION J WILLBE REOUIRED. 14. PILE CUTOFF ELEVATION TO BE DETERMINED BY CONTRACTOR t/J 15. DETAILS OF POOL REINFORCEMENT,CONCRETE THICKNESS,MECHANICALAND a ELECTRICAL COMPONENTS BY POOL CONTRACTOR A. 32' TEPS DESIGNED BY OTHERS POOL DESIGN AND CONTINUOUS ( , GUNITE SHELL REINFORCEMENT BY w v z A4 REBAR STIRRUPS @ 1T O.C. Q O #4 REBAR STIRRUPS @ 12"O.0 z OTHERS PROVIDE 15"PENETRATION INTO PILE CAPLLI , J 2' — WQ w MAIN DRAIN �• s � > Z _ 44REBAR a z O 3'CLR. (_n Y Q I Q .i 5 4-#4 REBAR EACH WAY a –� F-' z p a 18"LONG OVER EACH PILE e ° d tt Lo Q O 3-#5 REBAR I a I LL 3" LR c I I 6"PILE EMBED f r � o 10'0TIMBER PILE O a' POOL SECTION 4 PILE SCALE:X"=T-O" 4-CAP POOL PILE CAP SECTION (TYP.) DRAWN BY: KM I $CAI F•314-=1'0" DATE: 02.07.17 SCALE: AS NOTED SHEET go � OF 1 SHEET DAT F, r-)TIFY ATi s U N,L AN;NT U L j� THOUT CERYL IC[JE 1. F01, F,"--, or- OCCUPANCY 2. -",CLIGH - 3. 1`1 J L A T 1011 4. FINPIL - C.O. ALL. C0,",'S T 1-!1 T ;.-ET THE T Hl E C CIL7, "S 0 F INELV R L;I R, NTS Cl": "IrAMEDIATELY :', YORK r''A'[E. f" 1 E cI "PON"!CI-1 FOR ENCLOSE POOL TO CODE UPON COMPLETION DESIGN OR) CONSTRUCTION E,RRORS. BEFORE "WATER" � � . 1 i I { 17 7-�17 7 L 1 -=j SJ T AND 8 U, TE R 1)) E S-11G NLANDSCAPE D )qqc P. 1, T E C-T---U--R-'-E- LA N-b SX A P 'E 4(t' � 0.' BQX 1709 124 JESSUP-AVENUE QUOGUE , NY 11959 6 3 1 6 5 3 3..8 7.7- 078 N r/ a _ I 1 s _ i lef 11 lei oil JL rF-. (4 l � I NII s QN i i I S J T E R AND S U Tt — ✓ ''�`'� DESIGN ARCH ITEGT-URE - "- •- --- LANDSCAPE P. O: BOX 1709 124 JESSUP AVENU� QUOG.UE, NY 1 1959 631 . 653 . 38.77 i -411 . -- -- _ _ .'6:31 S 3 . a 7.3 W-mv.sttoran \ ti - . S - 9, Where a walIola dwelling serves as part of the barrier ane of the following conditions shall be met: 9.1 The pool shall be equipped with a powered safety cover in compliance with ASTM F1346; or j OVr 9.2 All doors with direct access to the pool through that wall shall be equipped with an alarm which - produces an audible warning when the door and its screen,if present,are opened. The alarm shall . `` sound continuously for a minimum of 30 seconds immediately after the door is opened and be - � I^ ••GS�N. ,. ��.. . (- ;'�"'G capable of being heard throughout the house during normal household activities. The alarm shall --- -" - - -- --- - - t automatically reset under all conditions. The alarm system shall be equipped with a manual means, C� ---------~ `�--�`-`--�--"-"-••-•", _--"--•_• � such as a touchpad or switch,to temporarily deactivate the alarm for a single opening. Such ���..--1--• -- �C�-����--•z-•l.�- -.�L�,•..- ..._..---___._.-_______ - ' ••-'"`-`- -'- '`- _'_._ -- _ deactivation shall last for not more than 15 seconds. The deactivation switch es shall be located at - t ( ) .C.tifJ�:�l'1 _ ..,......._._..-._..-..._......____....___.__ _-.. least 54 inches (1372 mm)above the threshold of-the door;orQ. 9.3 Other means of protection,such as self-closing doors with self-latching devices,which are approved by the governing body, shall be acceptable so long'as the degree of protection afforded is not less l than the protection afforded by Item 9.1 or 9.2 described above, ' RO Q E 'k Z t?M-o Vt S7 IJ:(A-:- ( ��.. : iQ��. : �: t :__. . _ .._ .. ____ ......__ ._.. _ .._. .__ - _ � :'t•�f� c�t�1 f �c��-r�}t ' ` i _ ell ig C _ 77 SECTION 8326.5 BARRIER RE,QUIRE,AIEh1TS --- - -_ _ --- _-__ _. ._.. - .. . . - - _..... R��6.5.1 Application. The revAL isions of this section shall control the design of barriers for PP P residential swimmingpools, spas and hot tubs. These design controls are intended to provide --.- ----•-- - _ -__..__._.___ .. _.-.--_-_..-- -.--_-- ---------•-`-_--_---__. .... . .. _ �\ protection against potential drowning and near- drowning by restricting access to swimming pools, spas and hot tubs. --�C _.__.. - c .•. ___._ -..-----___ '� , 8326.5.2 Temporary barriers. An outdoor swimming,pool, including an in-ground,above- _.. ground of on-ground pool, hot tub or spa shall be surrounded by a temporary barrier during installation or construction and shall remain in place until a permanent barrier in compliance provided. with Section 8326.5.3 is p - Exceptions: Above-ground or on pools where the pool structure is the barrier inA. ! - -- compliance with Section It326,5.3. 2. Spas or hot tubs with a safety cover which complies with ASTM F.1346,provided °J"J that such safety cover is in place during the period of installation or construction of .._.._._-_._ _. ._-.._..._.-__..__...___._..__-__-.-___� __..__. • such hot tub or spa. The temporary removail of a safety cover as required to P P Y 1 facilitate the installation or construction of a hot tub or spa during periods when at g � X � -�} , least one person engaged in the installation or construction is present is permitted. ]Ft326.5.2:1 Height.The top of the temporary barrier slltail beat leapt 48 inelies(1219 mm) 'I`�' 4r-'7C�{ Ccs above grade measured on the side ofthe barrier which faces away from the swimtningpool. 8326.5.2.2 Replacement by a permalient barrier..A.temporary barrier shall be replaced \\ � � :����•� `'� �� '`!���1� �� � by a complying permanent barrier within either ofthe following periods: 1. 90 days of the date of issuance of the building permit for the installation or construction ofthe swimming pool;or 2. 90 days of the daty of commencement of the installation or construction of the swimming pool. \ i T2326.�.2.2.1 Replacement extension.Subject to the approval ofthe code enforcement official,the time period for completion of the per ra'ianent barrier may be extended for -.-.. goad cause, including, 'out not limited to, adverse weather conditions delaying. - \� construction. present, are opened.The alarm shall be listed in accordance with UL2017.The 6. Maximum mesh size for chain link fences shall be a 2t/a-inch(57 mm)square unless S\ \ ���Ci / -- audible alarm shall activate within 7 seconds and sound continuously fora the fence has slafs fastcned:at the'top or the bottom which reduce the openungs to not ,�C \ �' \ In than la/4 inches 44 nim). 8326.5.3 Permanent barriers. Ari outdoor swimming pool, including an in-ground, above- minimum of 30 seconds after the door and/or its screen, if present, are opened ( ground or on-ground pool,hot tub or spa shall be surrounded by a barrier which shall comply and be capable of being heard throughout the house during normal household 7. Where the barrier is composed of diagonal members, such as a lattice fence, the �, ti, activities. The alarm shill automatically reset under all conditions. The alarm maxirxlurn opening formed by the diagonal members shall not be more than L3/4 inches with the following: u Y , 1. The top of the barrier shall be at least 48 inches (1219 mm)above grade measured on system shall be equipped with a manual means, such as touch pad or switch,to ( mn=)• �� ��`� \ c temporarily deactivate the alarm for a sin leo emir Deactivation shall last fo; S. Gates shall comply with•the requirements of Section R3265.2,Items 1 throat h•7 and the side of the barrier which faces away from the swimming pool. The maximum P y g P g l; \3 �, vertical clearance between grade and the bottom of the.barrier shall be 2 inches (51 not more than 15 seconds.The deactivation switch(es)shall be located at Ieast with the following requirements: mm) measured on the side of the barrier which faces away from the swimming pool. 54 inches(13 72 incl)above the threshold ofthe door;or 8.1. All gates shuIl 6e seifclosing.In addition,ifthe gate is a pedestrianacccess gate, 9.3. Other means of rotection,such as selPclosing doors with self-latchin devices the gate shall open outward,away from the pool. Where the top o f the poo 1 structure is above grade, such as an above-ground pool, the i, + P�P c 8.2. All gates shalt be self-latching, barrier may be at ground level,such as the pool structure,or mounted on top ofthe pool shall be accep,alole so long as the degree oa protection afforded is no. less than g _ g, with the ,atch handle located within the enclosure i,e on the pool side of enclosure) �' < structure, Where the barrier is mounted on top of the pool structure, the maximum the protection afforded by Item 9.1 or 9.2 described alcove. ( P )and at least 40 inches(1016 l0.Where an above-ground pool structure is used as a barrier or where the barrier is mm)above grade.In addition, ifthe-latch handle is located less inches vertical clearance between the top of the pool structure and the bottom of the barrier . �' l" � � shall be 4 inches(102 mm)_ mounted on top of the pool structure, and the means ofaccess is a ladder or steps: (1372 mm)from the bottom ofthe gate,the latch handle shall be located at least 2. Openings in the harrier shall not allow passage ofa 4-inch-diameter(102 mm)sphere. 10.1. The ladder or steps shall be capable of being secured, locked or•removed to 3 inches(76 mm)below the top of the gate,and neither the gate nor the barrier Solid prevent access;or shall have any opening greater than 0.5 inch(12.7 mm) within 18 imlies \ t. 3. ,olid bt,rriers which do not have openings, such as a masonry or stone wall,shall not P w (457 contain indentations or protrusions except for normal construction tolerances and 10.2. The ladder or steps shall be surrounded by a barrier which meets the mm)ofthe latch handle. 'r R re uirements ofSection 8326.5.2,Items 1 through 9.When the ladder or steps 8.3• Ail gates shall be securely locked with a ke combination or otherchild roof tooled masonry joints. q . g P Y� p 4. Where the barrier is composed of horizontal and vertical members and the distance are secured,locked or removed,any opening created shall not allow the passage lock sufficient to prevent access to,the swimming pool through such gate when between the tops of the horizontal members is less than 45 inches (1143 mm) the of a 4-inch-diameter(102 mm)sphere. the swimming pool is not in use or supervised_ horizontal members shall be located on the swimming pool side of the fence.Spacing i 9. Where a wall of dwelling serves as part ofthe barrier,one of the following cond it ions 40- � - � �'_ IA- between vertical members shall not exceed 1'14 inches (44 mm) in width.Where there R326.5.4 Indoorswrmrning pool.Walls surrounding an indoor swimming pool shall comply shall be met: r C` �-- ;- ••- ,� ��1 _ . with Section 8326.5. Item 9. 9.1. The pool shall be equipped with a powered safety ' are decorative cutouts within vertical members, spacing within the cr-o is shall not pP y cover in compliance with exceed is/.: inches 44 mm in width. � ASTM F 1346;or �� _1A (f � ,� 5. V4'Iiere the barrier is composed of horizontal and vertical members and the distance 8326.5.5 Prohibited locations. Barriers shall be located to prohibit permanent structures, 9.1 Doors with direct access to the pool through that wall shall be equipped with an \4 f _._.._... .._. between the taps of the horizontal members is 45 inches(1143 mm)or more,spacing equipment or similar objects from being used to climb them. alarm which produces an audible warning when the door and/or its screen, if -- -- - - - --- --- ---- - - between vertical members shall not exceed 4 inches (102 -mm). Where there are decorative cutouts within vertical members,spacing within the eutoutsshall not exceed 8326.5.6 Barrier exceptions.Spas orhot tubs with asafety cover which complies with ASTM 2016 Supplement Publication Date: March,2016 _ la/4 inches(44 mm) in width. ti F 1346 shall be exempt fr;,m the provisions of this appendix. 7Z TAU # AND ►� _ - .- . ._. _ . ....�_ _ . _... _.._ _ _ ... .. ... _............ ...... ....... coo �� �rC, l t^ [=7 D.E- S--I_C N . . _.__ . . . ARCH _.r-. -E_.C.T,U-R E,-- _.._... - - L A N. D S C• A P E: -- - -- -- �- "� - �,r 'l � �GL' 12E"I` ti:." '41 TEX2 �. G �N (L � G t - i -:�/ -44 >-V : rJ_ E at::. •c ._- Q i --, (�.. .�. �,� i R- ., _ P .. c a - - _ __ .. �,ep!...- t,._. -___,.___ _., 1-- -. _. .. ..... ....w L.._. f-. `•' -..__ f 14� /�� '�1 `•'^ ram �F`•' ��_ �C �q�+ - ,� .. �!( �oc•.'�1 G p�c��. �'� '��� ��"l,.,l /-�t`1�.�-•�o `�� c� �i L4V�9tJ 2�'� 0.�5 „� ' E NY 11959 ±� P. O. BOX 1709 124 JESS 'UP AVENUE. QU.O.GU .�T�� p74�.tp . 6 3 I ..6 5 3 3 8 7 7 : .' www.stiteradsutet.cotn'__.:.`:.---...__.... _._....._.S'A'X' 6 3 1•. 6 5.-3 3 8 7 8 _- _ -- _ _ - - - - - - - - - L.. _f - - --��••-.=i tc:..._: i ,4�.;5...� _�Ad _T L L.'Ef� - -- - - -- -Cmc '-� _09t_ _- _ ;/�- X21 � '�t�.--���.��'_ .�S ..... ��::.�i<�S_j��.1 CTS c31t(� ���'� , I • I i �-- .._ __ - -- —._._ _._..____.__. _. .. ...---•-•----- --- -- • __:G'.�'. ��l.l.t�11l+��1�c.�i`l �,�Ccs c]�1 -� Po ........................................ .................... ----------- - ------------------- ' — �-._ _���:-Soffit-p,.•_����'.--31�,� rc�`'. - .__ . - .... ........... .------ . t ' E T7:n A4 f i • �C,�T - ,L. ---��.�-�-'�C�'�Q _ ....µ.Vi---- ----..._ .. z 1 U, T AND IS U T E R � ►�.....{ i�-fZ� 2 ..�_. �--$ .S 'T�. ��` - D E S I GN AI? CH ITECTURE LANDSCAPE- (* � P. O. BOX 1749 124 JESSUP•AVENUE QUOGUE, N" I 1 959 �•,,CO) 1 ' 6.3 1 . 6 5 3 . 3 8 7 7 www.stiterandstiter.com FAX 63 1 : 653 . 3 8 7 8. ��—' � Tabic 3 Prescriptive Design Limitations CONSTRUCTION NOTES •• �' Reference 1) ALL FOOTINGS TO REST ON VIRGIN SOIL&BEA MIN.V-0"BELOW FINISHED GRADE. 2) ALL CONSTRUCTION TO CONFORM TO ALL STATE&TOWN BUILDING CODES INCLUDING 2001 Attribute Limitation Section figures -CHANGES. BUILDING DIMENSIONS 3 -' GAg(�6 r 9 Building Mean Roof Height(MRH} 33 2.1.3.1 I 1.2 ) ALL CONCRETE TO BE MIN..3,000 P.S.I.28 DAY STRENGTH. 4) ' ALL FRAMING LUMBER TO BE DOUG.FIR#2 UNLESS NOTED OTHERWISE. r Number ofStortes 3 1.1.3.13 - 5) BRIDGING MAX.8'-0"ON CENTER. Building Length and Width 80' 1.1.3.16 - 6) DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. L =flOOq SYSTEMS-:= ".i;••: :., i 7) DOUBLE.TACK STUDS UNDER HEADER OF ALL SPANS OVER 4'-b'.MIN.HDR SIZE(2)2X10 UNLESS - Lumber Joist Span 26' 3.1,3.2a - NOTED.:' C Joists Joist Spacing 24"o.c. 3.1.3.2b - 8) ALL FRAMING NAiLS TO BE GALVANIZED NEAR SALTWATER EXPOSURE. ------ -•------ --w_�.-_ Cantilevers-Supporting Ica dbearingwaits' d 3.1.3.2c 2.1a 9) RELATIONSHIPS OVERRIDE DIMENSIONS,DIMENSIONS OVERRIDE SCALING. -- Setbacks-Loadbearing walls' d 3.1.3.2d 2.1d 1 10) ALL BUILD UP GIRDERS TO BE GLUED&NAILED.-ALL LUMBER TO BE CONTINUOUS LENGTHS. Floor Vertical Floor Offset d 11) ALL BUILT UP FLITCH BEAMS TO HAVE Y2"DIA.BOLTS 16"ON CENTER ON BOTTOM&24"ON CENTER r 3.1.3.2 z.11 Diaphragm Floor Diaphragm Aspect Ratio Tables 3.166 and 3.16C 3,1.32 f ON TOP,ALL TO BE 2"FROM EDGE. MIN.37371/4"STEEL BEARING PLATE AT EACH END: - 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 5/8"FIRE PROOF G.W.B. Floor Diaphragm Openings Lesser of 12'or S0%of Building 3.1.3.2g 2.1k Tb CODE., f_ Dimension ;:WALLSYSTEMS ) 13 FIREPLACE TO BE SUPPLIED WITH FRESH AiR VENT AND GLASS DOORS PER 2003 ENERGY -. : ..'. .' :; :.-•..:: :�::.::. ` :. ,..;:,� .•..:.•:.:.. ..,,,.. .; ,:,.:;.; . CONSERVATION CODES AND FIRE PROOF'HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR • wail studs Loadbearing Wall Height 10' 3.1.3.33 - Nan-Loadbearing Wall Height 20' 3.1.3.33 JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12"THICK - AND EXTEND 6"BEYOND FIREPLACE POUR. WELDED WIRE MESH 2"FROM BOTTOM TO BE iN THE Wall Stud Spacing 24"o.c. 3.1.3.36 - FOOTING. . � • Shear wattr Walls shear Wall Line Offset' 4' 3.1.3.3c 2.11.3.26 rr 14) T� DENOTES 4X4 ti:'+'�..POST ON 4"X8"X16"CONCRETE BLOCK T-0" �'-'-"-" ---•�'--- -- - - .... „_._,.--t ,:-,—, '•' �__,__,�� Shear wall Story Offset' No offset unless per Exception 3.1.3.3d I-='! BELOW GRADE. ALL DECK FRAMING TO BEA C.C.A.PRESSURE TREATED LUMBER. Shear Wail segment Aspect Ratio Table 3.17D I 3,1.3.3e I DENOTES 3%eDIX LALLY COLUMN ON 24"X24"X12"THICK POURED CONCRETE -ROOF SYSTEMS i FOOTING. LALLY COLUMN TO BE FILLED WITH POURED CONCRETE. Lumbar Rafter Span(Horizontal ProJectlon)2 26' 3.1.3.43 16) --� DENOTES 8"X16"CONCRETE PiERS ON 16"X24"X12"POURED CONCRETE l '-~ FOOTING. OTING. t r p g z4' o.c. 3.1.3.46 17) BASEMENT SLAB TO BE 4"POURED CONCRETE. Rafters Rafter 5 acin t Eave Overhang Lengthi Lesser of 2'or rafter span/3 3.1.3,4c 2.1f 1$ CRAWL SPACE SB TO BE 2"POURED CONCRETE. Rake Overhang,length Lesser of 2'or purlln span/2 3.I.3.4c 2.1g 19) TA GARAGE SLAB TO B6"X E 4"POURED CONCRETE WITH 6"X6/6 STEEL MESH REINFORCING ON i _ I Roof Slope Flat-12:12 3.1.3.4d - COMPACTEQ SAND&GRAVEL. PITCH SLAB TO DOOR MIN.'/"PER 1'0". t i l Roof Roof Diaphragm Aspect Ratlo1 Tables 3.15A and 3.160 3.1.3.4e - 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. I 1 I ! Diaphragms 21) INSTALL FiRE STOP BLOCKING iN ALL-LOAD BEARING WALLS. I, tions. See exec p -22) FiRESTOR PREFAB.FLUE SHAFT TO CODE. MAX.8'-0"ON CENTER WITH 1 HOUR RATING USE 5/8" , __- �____ _ i __� - --•• •----- � ._w._ .__.-__._�_ _ For roof snow loads,tabulated spans are limited to 20 ft. TYPE'X'GYPSUM BOARD: �- - ) SEPARATE OUSE AND ATTACHED 45 MIN. RATED WALL,DOOR-&JAMB. DOOR TO .`._..._ _-___,__- �- -- - •-____.....� _ y_.,..._.._ .... ._-. .,.�_....._._...__ ^� - - _._ _ .-- 23 E H N AHED GARAGE TO CODE - :- ---- �. . _{_ , '...: •: • �...•� _.._.-. _ -- -� ... �`...,_ _. � - BE SELF CLOSING. • 24) IF A SWIMMING POOL IS INCLUDED IN THE PROJECT, IT MUST BE ENCLOSED WITH A 4'H IGHFENCE& ._... _... _._ ' ...-._ _ SELF-LATCHING GATES,TO NYS CODE. `1_ .:_::�:: � _._ ._ _._._. __..._-.�.i I 25).NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT EQUILIBRIUM` CONDITIONS El.GIRDERS FL.JOIST TRI 26) INSTALL GALV,RAFTER TiE DOWNS TO TOPPLATES IN ALL FULL HGT.CLGS.(CATHEDRAL)&ALL RAFTERS AT SEASHORE. SEE HIGH WIND NOTES) 2 BUILDING FELT OR TYVEK OR EQ. TO COMPLETELY COVER SHEATHING. ' 28) IF WOOD'.,'BEAMS,MICROLAMS OR EQUAL ARE USED,FOLLOW ALL MANUF.SPECS.FOR SITE , -�- -- i STORAGE, INSTALLATION,DRILLING,BLOCKING,&.LOADING. ' `�`,`�`� '�',','�, ., � .�-=-- r _ i 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. . - .:..,��.'.,�-. _.._ - -- .,_...! .. -..�.,., ...�..- .. DBY . -- .. - d. •_- - -. -. .,. 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVE BY-THE ARCHITECT OR THE _. ._ ARCHITECT IS NOT RESPONSIELE FOR THE ENTIRE PROJECT. 31)•THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THEPLANS. ANY ROCK FORMATIONS,BEDROCK, UNDERGROUND STREAMS, ETC. MUST BE SITE INSPECTED BY A LOCAL' ENGINEER&ANY STRUCTURAL-CHANGES THAT OCCUR THAT CHANGE THE'PLANS ARE NOT THE' RESPONSIBILITY OF THE ARCHITECT. 32) COPYRIGHTED:ARCHITECTURAL WORKS COPYRIGHT PROTECTION.ACT PER UNITED STATES'CODE ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1, 1990,INCLUDING THIS SET OF PLANS,IN TERMS OF OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF.SPECS AND ELEMENTS IN THE DESIGN,FOR A PERIOD OF 75 YEARS.' ' l_ l , 1 Wood Frame Construction Manual \ for One-and Two-Family Dv*- llings 20115 FEID0790H - - -•_._.--_._ - _. __---_.-_�-_.___.___._��- ...._._.._ ,-_---_.____._..__.------.._._.-.... .-..._._.._____..__----..._...__...- __.______- - .. .. _... . ... . - _....._......._.._....._..... ..._._............., .-._.. _.. ..., ...__..-------- -- ---._.._..._ .._.. .. . ... _ ..__..........,..._...���._�.`.�.�_.�.._._._._ Table 3.1 NalllngSchedule -------._.. [ff Numberof Numberof I! Joint Description Common Nails Box Nails Nail Spacing I i ' Rafter to Ta Plata Toe-nailed ROOF FRAMING P ( ) (see Tabic 3.4A) (see Table 3.4A) per rafter ¢ I Ceiling Joist to Top Plate (Toe-nailed) (sec Table 3.4A) (see Table 3.4A) per jolst !I ii Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) {see Table 3.9A} each lap ._-• - _,__-_ ~- I i f Celling Jolst Laps over Partitions(Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Collar Tie to Rafter(Fare-palled) (sec Table 3.61 {sae Table 3.6} per tie BlockI 2-10d each end ! ' i Rim Board to Rafter(End-nailed) 2-6d -16 3 d each end FRAM NG I tE ___ -.____. _......-__..._- -r_•__ To Plate to Top Plate(Face-nalled)i L 2-16d 246d' f ---• � -- _ »- --- - ----- - - �...,._.,._-..__._......�..__ f... . ..-• ••,•-'----- .._... .. ......�._.....-....�--_.__.._...; Top Plates at intersections(Face-palled) 4-16d ) - de _ __ _ per foot - f olnts each sl Stud to Stud (Face-nailed) 2-16d 2-16d 24"o -nailed). i6d 16dHeader to Heade[(Face16"o.e.along edges Top or Bottom Plate to Stud (End-nailed) see Table 3.5A see Table 3.5A Ed ( ) ( ) per stud --_____.__. Bottom Bottom Plate to Floor Joist,IIandjoist,FndjoTst 2-16d = 2-16dsa per foot orBlocking(Face_nai:ed) FLOOR FRAMING `r r Joisttoslll,Top Plate or Girder(Tae-nailed) 4-8d4-10d perjolst Bridging to Joist(Tac-nalled) 2-8d 2-10d each end ' Blocking to Joist(Toe-nalled) 2-8d 2-10d each end Blocking to sill arTop Plate(Toe-nulled) 3-16d 4-16d each black Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each foist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Band Joist to Joist(End-nailed) 3-16d 4-16d per jorst Band Joist to sill or Top Plate(Tae-mailed) 2-16d' 3.16d perfout ROOF SHEATHING Wood structural Panels Ed 10d (see Table 3.10} Otago not Board Sheathing 1"x6"ctrl"x8" 2-8d 2-10d per Support 1"x10"orwider 3-8d 3.10d per support CEILING BREATHING Gypsum Wallboard Sd coolers Sd coolers 7"edge'/10"field WALL SHEATHING -- _• Wood Structural Panels 8d 10d (see Table 3.11) Structural Fiberboard panels it ga.galy, roofing nail 3"edge/6"field (0.120"x1-1/2"long x 7/16"head) Y. 25/32" 11 ga.galy. roofing nail - 3"edge/G'field (0.120"xl-3/4"long x 3/8"head) r r"2.5Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"fleld •COMPLIANdE tf#Ir 0fC0D 'i c,�, Hardboard 8d 8d BY SRTG .C.M:WOOD FRAME CONSTRUCTION MANUAL.2of EDITtON' USING Particleboard Panets eseeTable3.11) ed 8d (see manufacturer) Diagonal Board sheathing PRESCRIPTIVE DESIGN METHOD: �j, :[7IAMETER "J",BOLT. PER TABLE- 3.2A & 3.2B .� ���, W 1"x6"or1"x0" 2_8d 2.20d In per support CENTER SPACING INTO FOUNDATION.`N'�ITH " x�" x% " B.P. PLATE OVER SILL PLATE. 1"x113"arwider 3-8d 3.10d per support i' FLOOR SHEATHING USE 1 I" X 20 GAGE STRAPS l� EP,eI-i JOINT SILL PLATE TO FIRST FLOOR WALL ST �� WALL WoadStructurolPanels STUDS, 'I -FLOOR WALL- STUDS TO 2 -FLOOR WALL STUDS, t=,TALI.: STUDS AND TC P• -+ 1"arless Ed 103 6"edge/1r'fTeld PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2X4 COLLAR TIE IN. M Diagonal Board Sheathing greater than 1" 10d 16d 6"edge/12"field 0 1"xG"or 1"xa" 2-8d 2-10d per support -16" p N 1"x10"orwider 3-8d 3-10d per support UPPER-THIRD I4I dI EATTIC LL 1�t 09�! CENTER. r Nailing requirements are based an wall sheathing nailed 6inches an-center of the ane!edge.Alternative nailing he PER P C gsc schedules shall . ASPHALT SI•-1!NCt_I=S FOLLOt,��� NAILING SCHEDULE Rgp5,2.6 MIN FASTENERS z be used wherawall sheathing na0linglsreduced.For example,'ifwall sheathing lsnaeed3inches on-centeratthe panel edge to SHINGLE, BLDG. FELT, INSTALL.PER R90rJ ,7 PG � ��e obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be (ICE SHIELD. REQUIRED-FOR ,IST 24" ABOVE START OF INTERIOR WALL) BLDG i used to maintain the load path. When wall SheathingIs continuous over connected members,the tabulated number of nalls shall be permitted to be reduced to ;CODE-TABLE R301.2 (2) WINDOW'S TO MEET D.P. RATING OF MIR. 40 � '• - Co 1-iGdnall crfooc hrirfzed. t2i IIT AMERICAN WOOD COUNCIL _. TABLE R301.2(l) j. �T T. • `- �. AND S• � ..[T• .� • _. , ....;. • : ,y { t { - _. CLIMATIC AN13 GEOGRAPHIC t]E�ICN CRITERIA - ' '. ;: .. •:;.. . - � BASEMENT WALLS$�S�BS—3000 PSi GARAGE SLAB 3,500 PSl �PIt=(�j• .� -- -- - - - -- _ ... .���4����-:,�4.-.�� J WIND DESIGN SUBJECT TO DAMAGE FROM - - - -._-/� +' `--""=--- --- __ --- L GROUtR SEISMIC WINTER ICE AIR 'MEAL! - � 7S',/�, D E S I G I`1. . . o .;_ A It.C.-H -1 'T. E-C-.T•-U-••R-•E_. .._.__.._-..o_.-__-----•L-A-N D S C• A P E SNgav �eedpoO[aphi SpaclaT wind Wlnd-borno DESIGN Frost line , DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL - C7� ��l� �k•$/�^_�_.. _.,:.___ _: LOADk , CATEGORY' eathering' b Termite TEMP' RE:OUIREDb AZ DSa INDEX' TEMPI / � �`1.xiGfieffects region debris zone" W depth H AR �S r • _ 5 _ -• ___ -__.__.___-_ ._--_w_... - .__.._ ....._...__._ _ _..__ __. t fl � `Z'�S � � S z ,.. .�., Q_D OX 1709 124 JES;SUP AVENUE- QU,OGUE , NY 11959 631 . 653 : 3877.. ----------__-_-'_RAX -6 3 lS53 3 3 7S �� 1 1 i + -� --- ,� M arch--24—32al-T. - . 1 A ..ll .J. _. 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