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Home My WebLink About45121-Z �o�OSU ek, Town of Southold 2/4/2022 P.O.Box 1179 0 o • p� 53095 Main Rd 4,1 oma.+'` Southold,New York 11971 Qr CERTIFICATE OF OCCUPANCY No: 42762 Date: 2/4/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1500 Beebe Dr,Cutchogue SCTM#: 473889 SecBlock/Lot:' 103.-3-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/10/2020 pursuant to which Building Permit No. 45121 dated 8/18/2020 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: single family dwelling with unfinished basement, front entry deck,rear deck, outdoor shower and attachedag_rage as applied for. a The certificate is issued to Gazza,Darcy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0937 7/20/2021 ELECTRICAL CERTIFICATE NO. 45121 3/29/2021 PLUMBERS CERTIFICATION DATED 10/21/2021 k§ �\ I�aN Piecuch 4. ho r' e Signature frQguFFntKc TOWN OF SOUTHOLD ++ao'' °aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE co �y • o�ry 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#: 45121 Date: 8/18/2020 Permission is hereby granted to: Gazza, Darcy 1 Toms Point Ln Bldg 4 Apt 81 Port Washington, NY 11050 To: construct a new single family dwelling as applied for per Trustee and SCHD approvals, and DEC NJ letter, with flood permit as applied for. At premises located at: 1500 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-3-4 Pursuant to application dated 8/10/2020 and approved by the Building Inspector. To expire on 2117/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,038.40 CO-NEW DWELLING $50.00 Flood Permit $100.00 Tota : $1,188.40 Building Inspector r 1 0f SO!/j,�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 olyOUn�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Darcy Gazza Address: 1500 Beebe Dr city:Cutchogue st: NY zip: 11935 Building Permit#: 45121 Section: 103 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 69 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights 10' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4$ 4'LED $ Exit Fixtures Pump Other Equipment: Car Charger Outlet, Central Vac, Hood, DW, Double Oven, Cooktop, Fridge Notes: New Two Story House w/Attached Garage Inspector Signature: L Date: March 29, 2021 S.Devlin-Cert Electrical Compliance Form.xls Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. March 4th 2020 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1500 Beebe Drive Cutchogue House No. Street Hamlet Owner or Owners of Property: Darcy Gazza Suffolk County Tax Map No 1000, Section 103 Block 03 Lot 34 Subdivision Filed Map. Lot: Permit No. `-FS I a Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S U Applicant Signature i Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) k 1 residing at -E� (Print prope owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's ame) i ` .=.�o��pF SOUI�o�o Town Ball Annex dL Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 F.O.Box 1179 _ �Q Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUMOLD D VIA 0�1 2 9 BUILDING DE�� CERTIFICATION TpWIJ OF SGS Date: Building Permit No. 5 Owner:.Gazes (Please print) Plumber. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. M1 ._Yjz lumbers Signature) S� Sworn to before me this day of / 20_-11 SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Notary Public, r/`L County Qualified in Suffolk County Commission Expires March 17,20 %I Zapf SO//Tyo # TOWN OF SOUTHOLD BUILDING DEPT.- �o�y Dorm N�� 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . r ( o /TO DATE INSPECTOR pF SOUTgolo ✓ # # TOWN OF SOUTHOLD BUILDING DEPT... eourm, 765-1802 INSPECP* N [ ] FO ATION 1ST [ . ROUGH PLBG. [ ] UNDATIODN 2ND [ ] INSULATION/CAULKING: [ FRAMING /STRAPPING [ ] FINAL [ f FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 10, DATE v INSPECTO �o�,pFsoaryo6 ✓�- / Z� S7o d -P,�oe 62 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INS_ULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT..CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: ,DATE INSPECTOR c�� i Y` �aoF SOf/,yo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ .] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] ',FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: eoo� `0A M 2p.nto DATE INSPECTOR TOWN.-OF SOUTHOLD BUILDING DEPT. 765-1-802 INSPECTION FOUNDATION IST ROUGH PLBG� FOUNDATION 2ND-' , ULATION/CAULKING FINA FRAMING/STRAPPING FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: 6� oot -hfV 6y) 0-s ll�Q, k� t� As A6 60A q- F(of 1 m� J4� CPA PATE 3119t2ox INSPECTOR I OF SOUIyO� # # TOWN"OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST `[ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ = ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 'Z . �` INSPECTOR , "' ✓t � �o��0f SO//1�06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NrSPECTI O-N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING. [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ok=m dl� DATE I INSPECTOR ® EC. EFFE Do N E.W YORK. WDB U I'L.D 1.WG NOV 0 8 2021 T EC HN O L O,G'Y a o u P BUILDING DEPT. TOWN OF SOUTHOLD Affidavit Of 2015 IECC Compliance Date: 7/15/2021 Inspection Address: 1500 Beebe Drive,Cutchogue NY 11935 This is to Certify that on 7/1/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate.has been tested.in accordance with ASTM e1827 and meets the minimum standard of: 3ach50 Conditioned Floor Area: 25711 1 Blower Door Test Result: 1 0 Conditioned Volume: 1 23476 Leakage in ACH50: 3 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing:(Duct Blaster Test)The Building duct and plenum system has been tested by pos constn, tion test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area: System 1: Down Leakage CFM@25: 44 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@25: 30 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 77 CFM@25 Leakage Limit: 102.8 CFM@25 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS CW Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 dA accarella Certification #3587347 607-277-6240 . Notice of independent Status.As per.the requirements the 2015 Building Code of NYS, New York Building.Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further,certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg'i Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com e • ' • •-------------- ® ® / EL FOUNDATION(IST ARM! ® � - �► FOUNDATION(ZND) mb ROUGH PLUMBING �• 1 s.� FT_� lel Mal! INSULATION,PEAN..Y. STATE ENERGY CODFv., Plow L �!�� .►.�� - ['►;�' � ;' ILS � its' low W&A t. WJ0.11 f a s P-10- 1 ,, 1 F err � o 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 Survey SoutholdTown.NorthForkxet PERMIT NO. Check Septic Form N,Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved 120 Mail to: rt WllSon Disapproved a/c PO Box 49 Sou old NY 11971 Phone: (631)504-88 Expiration 20 i Building pe t r. .� APPLICA N FOR BUILD ERMIT ` AUG 1 0 2020 Date March 4th , 20 20 BLT ,DING DEPT. INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. s (Signatur pplicant or name,if a corporation) JUN _ PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, I"d'ssee 'ageiit,"dtchitect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Darcy Gazza (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer w C L(-iX v. 7-o46, (Name and title of corporate officer) Builders License No. 41 ZS Z7 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1500 Beebe Drive Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 103 Block 03 Lot 34 ' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential Remove existing 1275sq.ft. house and replace with a new house in same location and of same approximate footprint on the existing foundation as per attached plans. Newhouse to include a b. Iriterided use and Occupancy 14.1 sg.ft. addition on landward side of house as as well as an 80 sg ft addition and 388sg ft. deck on seaward side of the house. 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on,filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 59' Rear 59' Depth 30.3' Height 22' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 59' Rear 59' Depth 30.3' Height 22' Number of Stories 2 8. Dimensions of entire new construction: Front 59' Rear 59' Depth 30.3' Height 22' Number of Stories 1 9. Size of lot: Front 105.43" Rear 104.00' Depth 368.00' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 1 Tom's Point Lane 14. Names of Owner of remises Address Bldg., wApt. hinat n NY 1105oPhone No. (631)504-8842 p Darcy Gazza . 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 V 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 NOS/ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY 0 Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of�'jsaid owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; ttl roll statements-contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to�efore me thi ® day of -b 20� 4GFL.DWYSR YORK (� g,pTARY PUBLIC,STATE OF NEW IyO.01DW 90cDbt4TY Notary Publi pUAtF!F�:!N SUFFO \ coMtutISSIQNi,EXPIRES4144� 30' Sig ture of Applicant ' .' 1i�`T44kk�kt'rt.4 .f� '..�.1�Fb:�?T�.2SL�'L72L- ?��.'�.�''g 'v'�tt�'%�.�1F:��"..� a�{41Ve{�1� ��'Y.'a?'+�+�+'�.'.`ci3C5'��:4 .np�4T•°tro�iL?o}'�CwF '�! .Tf.2a7.• '�T" .Tl,.`T9.A31e�'4�.��!-0',�5'�w,�?li.LF�i.�t.�d X.+>bn•+t%'' BOARD OE SOUTHOLD TOWN TRUSTEES SOUTHOLDj,NEW YORK PERMIT NO. 9628 DATE: JANUARY 15.2020 r z Wyk •ter^' f .p ISSUED TO: DARCY.GAZZA PROPERTY ADDRESS: 1500 BEEBE DRIVE.CUTCHOGUE � '.T SCTM#1000-101:3m-4: a �• " - AUTHORIZATION 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 Januaiv 15,2020, and in consideration'6f application' fee.m.the sum of$250.00 paid by Darcy Gazza and subject to the Terms.and Conditions as stated in the Resolution, the Southold'Town:Board of Trustees authorizes and-permits the following: � Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage.and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on 6 the existing foundation; construct'an additional 14.1sq.ft:addition on-landward side of Y �' dwelling and an 80sq.ft. addition on seaward side of'dwelling• construct a 388 q"A deck attached-toseaward side-of-dwelling;-remove existing septic system and install neve VA sanitary system; and to install and perpetually maintain:a 10' wide non:turf buffer along the Iandward'edge of the wetlands; and as depicted'on the site plan prepared Kenneth M. W. oychuk Land Surveying,,PLL,C,.received on January 7, 2020, and stamped approved on January 15, 2020. '} " IS 3 L IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be axed, r and these presents to be subscribed by a majority of the said Board as of the 15th day of January,2020. Oy r 6 - _ ivJ 5 JI tp"�'g.. '.; .t�cG:Fs'rr`, s64°J,+Y.r.��SE`.,�i3 ..."�i'?fd�su'i3�er�'S3zYikcYs.�Y..IY �d'�fiP•51�3�i�"�'+'�i�.r?r"Y_3Zt�t+uk7i.a�L+ +"+�T"' $et'C�FifiuY�'��ix�9S4£7iw '�i5 K'inY :uau`aL.+�,��+3d " '�•+ e q 1 t + w w. 1 Glenn Goldsmith,President *fsf o(d�� Town Hall Annex A.Nicholas Krupski,Vice President ,�® ��® 54375 Route P.O.Box 11799 John M.Bredemeyer III - Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams ® a® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 18710 Date:November 1, 2421 THIS CERTIFIES that the demolition of existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1 275sq.ft. footprint on the existing foundation- construct an additional 14 1sq ft addition on landward side of dwelling and an 80sg.ft. addition on seaward side of dwelling,construct a 388sq ft deck attached to seaward side of dwelling; remove existing septic system and install new I/A sanitary system;and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the wetlands; At 1500 Beebe Drive, Cutchog_ue Suffolk County Tax Map#1000-103-3-4 Conforms to the application for a Trustees Permit heretofore fled in this office Dated October 4,2019 pursuant to which Trustees Wetland Permit#9628 Dated Januai33 15,2020 was issued and conforms to all of the requirements and conditions of the applicable provisions of law._ The project for which this certificat1 2 e is being issued is for the demolition of existing 75sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1 275sq ft footprint on the existing foundation-,construct an additional 14.1sq.ft.addition on landward side of dwelling and an 80sq ft addition on seaward side of dwelling;construct a 388sq.ft. deck attached to seaward side of dwelling remove existing septic system and install new I/A sanitary system; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the wetlands. The certificate is issued to Darcy Gazza owner of the aforesaid property. Authorize Signature ® E C E 0 V E NOV 2 6 2021 -DD BUILDING DEPT. TOWN OF SOUTHOLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION M*sbn of Emirommmul Remits,-[tion i SUW 0 Shw Brook 50 Orde Road.Stoat'Brook.W 1990 R{6311444o3M 1 F-J"4440360 w.w-le,-w-gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT February`18th,2020 Darcy Gazza 1500 Beebe Dr. Cutchogue,NY 11958 Rei NYSDEC#1-4738-04442/80006 Gazaa Property,15M Beebe Dr., Cutchogue NY 11958 SCTM#1000-103-3-4 Dear Applicant; Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the edge of tidal wetlands as determined by Shaun NL Barron MU2018,as shown on the survey prepared by Kenneth M -- - Woychuck,last revised &28119,is-beyond the jurisdiction of the Article 25 Tidal Wetlands Act.Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661),no permit is required to conduct regulated activities landward of that bulkhead and that stone rip rap. Be advised,no construction,sedimentation,or disturbance-of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit.It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25. jurisdiction which may result from your project.'Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e.a 15'wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: NYSI}EC-MHP EnDeparbustof nmeatat 1 Conservation r 4, Richard A. M. Jones P.O.Box 742 D C E9 Cutchogue9 NY 11935 (516)767-9291 NOV 2 LU11 rionespopQ,gmail.com BUILDING DEPT. November 19, 2021 TOWN OFSOUTHOLD Att: Connie Bunch Town of Southold Building Dept Town Hall Annex 54375 Route 25 P.O.Box 1179 Southold, NY 11971 Dear Ms. Bunch, Ref. CERTIFICATE OF COMPLIANCE For 1500 Beebe Drive, Cutchogue,NY Owner: Darcy Gazza Please find enclosed a copy of the Certificate of Compliance from the Board of Trustees, Town of Southold dated November 1, 2021. It is our understanding that all requirements of the town have now been met, so owner Darcy Gazza looks forward to receiving a Certificate of Occupancy in the near future. She also would appreciate receiving an Underwriters Certificate for the new residence at 1500 Beebe Drive. If you have any questions, or if there is anything further that we need to do to receive these certificates,please let us know. My contact information is shown above, and Darcy Gazza's is as follows: Cell: (516)767-1875 E-Mail: darcygazzaggmail.com T ank you for your attention in this matter, ca- Ri =ardJon�esjf7oi AZZA Enclosure: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE tom_ for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (ONA ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. i gobL% T)D. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ,NEW BUILDING CJS--► OEXISTING BUILDING eA It Q Sym ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) r APPLICATION •. PAGE S of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be fitted out in duplicate_ SECTION 1. GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. b. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance 8. I,THE APPLICANT.CERTIFY THAT ALL STA MENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE T O Y KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S Sf6ATURE) e SE I N 2: PROP SED DALOP ENT c com acted by APPLIC �i - NAME A.DDRES TELEP NE APPLICANT OWtr) ��•�� BUILDER ENGINEER v PROJECT LOCATION• • To avoid delay in processing the application. please provide enou-6 iiaformatioa to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application shov+tng the project location would be helpful. 7 FDP(93) APPLICATION, 4 - • PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT A IVI Y STRUCTURE TYPE J,New Structure Residential (1-4 Family) ❑ Addition. ❑ Residential (More than 4 Family) O Alteration ❑ Non-residential (Floodproofing? 0 Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) lC Demblitioa ' P ❑ Manufactured (Mobile) Home (In Manu- XReplacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading 74 Excavation (Except for Structural Development Checked Above) Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements-(Including Culvert Work) ❑ Road.Street or Construction 0 Subdivision (New or Expansion) ❑ Individual Water or Scr System O Other (Please Specily)" After completing SECTION 2,APPLICANT should submit form to Local Administrator for rcvicw. &Et TION 3 FLOODPfrA1N DETERMINATION (�o be comQlcied by LOCAL ADMIMSTRATO) The proposed development is located on FIRM Panel No. Dated The Proposed Development: . O Is +LfQJ located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)' 0 Is located lin a Special Flood Hazard Area- FIRM zone,designation is Ft. NGVD (MSL) Iloo-Year flood elevation at the site is: O Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION W PAGE 3 OF 4 SECTION 4- ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR] The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lo[ dimensions and proposed development. 0 Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the first floor,details of floodprooftng of utilities located below the first floor and details of enclosures below the first floor. Also fil Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 awes,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofitng protection level (non-residential only) ��Ft:NGVD (MSL). For flood%i-oofed structures, applicant must attach certification from registered engineer or architect. way 0 Ce�eati`o from a registered engineer that the proposed activity in a regulatory data and will not result in an increase in the, height of the 100-year flood. A copy of all data and calculations supporting<fhis finding must also be submitted_ ❑ Other: SECTION 5 DETERMINATION (To DETERMINATIO (To be completed by LOCM.ADMiNISTRATQR) I have determined that the proposed activity.A.❑Is. B.O Is not in conformance with provisions of Local Law tlt . 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. if BOX B is checked- the Local Administrator will provide,a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Heating date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditious SECTION G• S-BUTLT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures" This section must be completed b'y a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in Coastal High Hazard Arca.1, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr.NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. ECTI N 7: COMPLIANCE AMON o be completed bv-WCAL ADMINI TRAT R The LOCAL ADMINISTRATOR will complete this section as applicable based on-inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? OYES ONO DATE BY DEFICIENCIES? OYES ONO SECTION 8 CERTIFICATE OF COMPLIANCE(Ta be toms?leted by LOCAL ADMINISTRATORI Certificate of Compliance issued: DATE: BY: Scott A Russell STO]KNIWATIE]R. SU,PERVISORI�MIA AG]EM]EN T �. SOLtTF30LDTOT-VW HALL-P.O.Box 1179 �Olrt�� y 33095 Main Road-SOUTHOLD,NEFVYORK 11471 �s, 6�3!r'(` 6 STORMWATER MANAGEMENT WORK SHEET AUG 1 0 2020 - ( TO BE CON4PLETED BY THE APPLICANT ) 1. UMDING DEPT DOE& TEES. PROJECT ENWOT.VE A,"�,Y CjI' THE v•4' r ICHEGI ALL THAT APPL1`} T 1 NYc, �N6 OL�'1'I'4.. zk ❑© A. Clearing, grubbing, grading or stripping of :land which affects more 1 than 5,000 square feet of .ground surf ace. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Sitere aration on slopes which exceed 10 feet vertical rise to P A A �. 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal' erosion hazard area. El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. " [_],E] F. Installation of neer or-1-e-stll=faced--impel-v ious 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 Check List Form to the Building Department with your Building Permit application. APPLICANT, 'Propert±:On"ner.Qes17n Profe_nnnal..=gent.Contractor.O:he; S.C'.T.1°I. t. 1000 Darr •� Di,t_ict NME. Robert n 103 3 _4k 3/4/2020 Se.^t1on Blocs. Lot FOR BUILDING DEPARTNIENT USE ONLY Contact lnformatM: (631)504-8842 I Revie�ved Bv: — Date ' Prc�perty Address/ Location cif`Coi�sti-uction Work: — — — — — — — - - - - - _ — _ j 1500 Beebe Drive ?Approved for processing Building Permit. J El Stormwater Management Control Plan Not Required. 1 Cutchogue NY 11935 Stormwater Management Control Plan is Required. ` ® (Forward to Engineering Department for Review.) FORM = SMCP-TOS MAY 2014 . � 7"owri lfaN Annex �f Telephone.(631-1.802. 54375 Main Road Fax(631)734-9502 P, O. Box 1179 CZ), .d' Southold, NY 11971-0959 NI BUILDING D-EPARTMENT- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: March 4th 2020 Owner:, _ Darcy Gazza Location of Property: 1500 Beebe Drive Cutchogue NY Please take notice that the (check applicable line): New residential structure Addition to existing residential sfruc(dre .45 Rehabilitation to an existing 'residential structure to be constructed.or- performed at the subject.pFgPerty r'e erence above'wiil utilize ' (check applicable line): ' ' Truss type construction (TT). Pre-engineered wood construction {P1Nj V Timber construction (TG-), in the following iocation(s):(check applicable.line) Floor framing,.including girders and beams (F) t Roof framing (R) V Fioor and roof feami (FR) Signature. Name_(person submitting this form): Wi %son Robert:_ Capacity. (check'applicable line): Owner _ V := Owner representative ssResReoi5.docx Effec!ive V112015 4 �St13? 4E'r ,T 4Z�F1t 'u37173r5 Y ��„T,- "C1 T,xx s •�ca:.a"" ct4r" ` DIAMETER ZEFLECTIVE RED - " ---ROMAN ALPHANUMERIC Of�[�'�:=--� -.,..-`--�-''' ."_„ ,•. .'.. -'°DE'S"icsF17a7=d'Oitl'OF'CO1zS'T RUCT'1Qi�i ' (PMS) �f1II7 f`r _ TYPE BASED ON SECTION 6e2 OF THE BUILDING CODE OF NEW YORK STATE " «. REFLECT I V E WHITE Te 112" 5TROF�E' CON11'C)I+Ci�@tTS 7HAT ARI OF TRUSS CONST.R C•.TIONf "F" FLOOR F;tAMING,•INCLUDJG- -FR" ICaJRDE.r( r?� �iNd3 9Zvl1Cd1 R RO01?FW MING _ FLOGR ANf D ROOF#RAMd( , NEW YORK STATE DEPART[t ENT 'OF STATS >t DIVISION OF CODE ENFORCEMENT .�. ��f BUILDING DEPARTMENT-.Electrical Inspector TOWN OF SOUTHOLD ,. i. Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New Y Drk 11971-0959 Telephon (631) 765-1802 - FAX (631) 765-9502 rogerr@south 'Idtownny.gov a seand southoldtownn . ov ------- -----.APP-LICAT-10N_F-OR_ELEC_T_RICAL_IN PECTI-ON- ELECTRICIAN INFORMATION (Ail Information hequired) Date: /l Z 2;-0. Company Name: VJ I c Gi C Iw Name: j License No.: 7 Z`� email yJ 1 �ce&, is= ��e �-w, cA Address: -7 Phone No.: /— Z 73 - 6 Z-I'p- JOB SITE INFORMATION (All Information Rego!Ved) Name: -Z,'L,4- ` Address: JS60 �ti� � � v� 1.�. �� I .1 fi Cross Street: Phone No.: / - Z3 b • 6 Bldg.Permit#: S / z I i email: �1 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print [early) AP Circle All That Apply: ' ' Is job ready for inspection?: CiO NO �ghln' Final D ax reec ifcate?: �O/ NO Issued On Temp Information:�� (All information required) Service Size 1 Ply 3 Ph Size: 2-0 0 A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-SeNice Reconnecte Undergroun Overhead #Underground Laterals 1 2 H Frame PolbE Work done on Service? Y N Addltlon�d,'--hf;.om�a�tldn �; ► r `� ' _ f w �f - f ! I PERMIT# Address: Switches \ Outlets �I GFI's --Surface_- - 1 ------ ---- ------= ---- - ------— - Sconces f �� I . . (« I H H's ` � r UC Lts � 'Led Fans I Fridge HW Exhaust l Ove4,,brf _Dryer Smokes I I DW 1 Service Carbon Micro Generator Combo I f , Cooktop Transfer I AC AH I Mini Special: cpy^ fi - 17 Comments: Oil ANTLER LANE 118' PROPOSED VACANT PROPOSED 6o EL 10-8 DRY WELL 100' STAGING AREA I \ DIAx4 DEEP AND CONSTRUCTION o.) o EXISTING FIRM. DWELLING TO BE DEMOLISHED. DWELLING ENTRANCE 1- 4�- \ EXISTING FOUNDATION TO REMAIN. NEW 2 W/PUBLIC WATERz 40110p ,► ` t 1 STORY FIRM. DWELLING TO BE BUILT IN PLACE. I 100' ,QO' _ I ` a � t EXTERIOR GARAGE WALLS TO REMAIN. U' 36a +�/ I DWELLINGS LAND OF I =y,/� S t � l W/PUBLIC WATER U ELIZABETHTH EXISTING PATIO BLOCKS TO BE REMOVED CHOE 150 0) PROPOSED UNDERGROUND \ �p0 \ ` •� I PROPANE TANK I N SILT FENCE ALONG 100-O'SETBACK 6 w_ I P� \ W v PROPOSED (3) LIMITS OF DISTURBANCE SETBACK - 1- �� ,` \�`N �J' 2i 8' DIA x 2' HM COMPRESSOR 20,750 S.F. r OR tj1 k>• O I�'Z \ \ W DEEP EXPANSION C z EL 7. / GrtP� R SER C o o\ go v: \ POOLS - _- - \ `� PROPOSED ( 3 Xt 11� �5� mos - . 9�. 0 �� EL 7 22.2 �. t ADDITIONAL g 2 \lam -- -- \ AGE cr { 3'x4.7' / 16 EXP\ �9� ?' GAR g II1NG •- LPIXP/ F� .. .• ��X /j SON �'�_ \ L P 3 6 WJOOD STO Z41 ` ` � TO BE cr_ LP LP (EXP �� 9i I /�// / � 6\ \\ i REMOVED .�`� LP LP ��'- �`� �iyEL 11.2 N I- a r ��'-• ///// .� PR OSED \\ ti ��G 1 t G 0 9 W00 DECK \\ EXis 'j-1 M� /t . 33$ 8'MIN LP �• / / h F BE 1G= DR TIDAL WETLAND BOUNDARY / / � � I G C`Aj0 12.1' 8' q. 8� O NG r�f/:, gyp,_,;, � EL - _ / f \\ REMN 5 COV REA ZO N G?,PISS (INDE ENDENT- \-�~ FRM• 0 �� Z. ` < - M�N.L �P \ `''r AS DELINEATED BY N P ZC \ #15001 f l _ 8.5 PROPOSED (6) \\ SHAWN M. BARRON /j Lr_ � \\REMO`tE-O'�1�N SWC FREE �TANDING) \ � Fes- 11• - ILEANO � �_� �, 8' DIA x 2' \ JULY 13, 2018 /// n �LAN�EO , \ W 50 \ - DEEP LEACHING \ kp / \ EXISTINi WOOD pgol p \ �_ ) POOLS DECK TQ BE - CORE 8.1'X6 G° i i REMOVED, pORCN -� AD,,.� r - v: 10 WIDE 10.0' VOLUNTARY NON-TURF `4\ L \ \ o 'r 0 1 601 X i \ PROPOSED �" 7�g r i EXISTING OVERHEAD I. 40112 5-6" NON-DISTURBANCE\+ / / fi , BUFFER \ ADDITIONAL 0 3 r t ` ' �; VEGETATIVE BUFFER /// o , \ W/CRAWL `� / 372 g3' WIRES TO REMAIN LABOR RATE TIMES w • \ CONCRETE WASH OUT AREA LABOR RATES PROOLCTIONTIME rr SPACE 4 x20 ' EL 6 � OVA PROPOSED J �1 O {N BED OF GRAVEL DRIVEWAY. PER3ON1 s>!sso IoMlM. � O �fi 13N y HYDROACTION AN40 PERSON .60MIN. Z LL PROPOSED SOIL 0). TO p�(EO A� PROPOSED TRENCH FOR bf- TEST HOLE PERSONA aSM,N U) w STOCK PILE \\REM 00 R OVERHEAD TOTAL TIME CONTROL PANEL AND VENT w U) G / / AREA \ALp�1G Lids PROPOSED DRY WELL EXISTING CESSPOOL TO BE ABANDONED BILL OF MATERIALS ER SCDHS STANDARDS FOR APPROVAL LTEM PIN DESCRIPTION OTY: o / \ � '\� 6 8 DIAx4 DEEP AND CONSTRUCTION FOR SEWAGE DISPOSAL 06 �• O 'Q PROPOSED CONTROL HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 W CD Imo/7 ��'3 \� SYSTEMS FOR SINGLE FAMILY RESIDENCES A 180052 TANK,PRE/PUMP 400 a L" 2 PANEL AND VENT - ui 0 LOCATION VENT DATED 12_/29/17 SECTION 5-120 B 130002 KIT,SNC 2 TANK CONNECTING STANDARD 1 t] o C 100110 ASSEMBLY,RECIRCULATION 245 COMPLETE 1 �1Bo TERMINATION TO D AN400-P AN400 W1 PLATFORM COMPLETE 1 Q ^ 000 4i mac,'` `I` c`ll \\, +b BE 18 ABOVE GRADE E ECSO-30-L-E0-PLC OPS,ECSO-30-L-80-PLC 1 z o ( , slopLAND > �► �� \ W/PUBLIC WATER OF DWELLINGS �� qFRICHARD JONES _-- CD PILINGS �o �.�� 150' sJ o' ,,/�" -16'43'30~ \ -- - --- - ---- a m" S \ ------- v (9to 0 0 m rr SCTM 1000-103-3-4 z z m LOT AREA : 37,042.79 SQ FT GENERAL NOTES_ J OZ W 1. COVERS SHALL BE 20"DIAMETER WATERTIGHT AND INSECT-PROOF LOCKING THERMOPLASTIC COVERS AT FINAL GRADE. Q 0 Z w 0 Z SITE PLAN COVERS AND CHIMNEY RISERS SHALL BE IN ACCORDANCE CONSTRUCTION OF WAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES,DATED DECEMBER 29 2017 S SECTION 5-111. to cTH SCDHS STANDARDS FOR APPROVAL OF PLANS AND (L = 0 m 0 SCALE:Vim 20'-0' w w W (9 A SECONDARY SAFETY LID SHALL BE PROVIDED. C7 Q Ln m w ELEV.8.5 } O � OQoI 0 DR BROWN � w � O N o H • OL LOAM w 0 0 fL w L (D 0 t4jA2 - �hh��i BROWN -0 5' "o 0 Ir� . ... r i Z -1 ML SILT t r � k+ O W HYDROACTION AN400 DETAILS S114.t`1t.K COUNTY nEPAR17t�N't'Oi•FtCALTH SERVt -3-0'C - PALE r r>�'r��Js rcn�,Ptt2av,eT t�F O�DNS'T7tUCTiI'JN R SCALE:3!8'=1'-(" Q.V A BROWN a'1 wmr;rAhSS:.Y ItI':.STI)Fr'CE QNLY SP FINE w�..r�.... . . . kA SAND DATE n_l 7.1' , l GROUND WATER ELEV.1.4 I.., F co m o At'PRG%F_?i WATER IN r� w Ft�Tt i�At?11IJ!�OF� PALE tn o ?V Z FIFI? OyBROWN or FINE wZLLo EXPIRES THREE SEARS FTO'4 DATE OF APPROVAL SAND HOUSE Qz 9 `wz W W ; o ego Z `t -`o" �� I��I Q g v LL<71 � .s..-wwRw•.*s...- �r�ea_;,,... ..fir+i.".,.*"'t"7�...'"k'.3. s .1 ` .- YJ =w M a Cav 4 a �y ¢ O w --- 1 JULY 19,2019 LP INLET E _j m McDONALD GEOSCIENCE EL-6.59 aILL o .� tNNUECTION REQUIRED AUG 1 0 2020 TYPICAL LEACHING POOL I/AOWTS OUTLET EL-6.70 �I��,VATI€}1v SOIL BORE LP LOCATION FF EL-11.10 FOR uANITARY SYSTEMSCALE:NTS GRADE EL-8.09 1/A OWTS COVER EL-8.07 o w rim, P 71G,=.r>;-17. BY HEALTH DEPARTMENT ,ru r' ' FINISHED J/ ;V _ rI/AOWTS LOCATION GRA EL-8.74 GRADE ----------i---- ---- _ ------------------- GRADE EL AT HOUSE-7.80 SINGLE LINE DIAGRAM INLET MIN.4'DIA HOME OUTLET EL-7.50 d3�Ni APPROVED PIPE- LP TOP OF PITCHEDY'/1' COVER EL-7.09 L• P• 11 A OWTS tI/AO20A 6"MIN.,r MAX INLET PITCH OF 218"(2/8" PER FOOT MINIMUM REQUIRED) L`O`GO ,62 r MIN. WTS su o •.. TREATMENT ELEVATION-6.77 z �, u, LP BOTTOM EL-4.59 u► Q r MAIN CONTROL UNIT �_ I/A OWTS BOTTOM EL-1.40 LL y $ rz O O PITCH OF 118" FOOT(1/8"PER FOOT MINIMUM REQUIRED) Ehv!NcERf S CSR TG�IF{CnT10N R>=aUIRED. U) Sllalr"1T P.E. 0.':I�.`�• CE?Tlr'Id.nTiOt CONCRETE COVER U3 w U ALLRTiQoI AND Co .5 O 20• _ � FOR I2eT o HIGHEST EXPECTED GROUNDWATER EL-1.40 --------------- 4- pw T - , H ❑ 0 � = ® Y '� _ LLJ Fay Fsr1p.�A?2RVIAt.. Usli FoRIM tNWM-473. _ M Q [] j / g • THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION TO A POINT A MINIMUM \ \ � OF TWO FEET BEYOND THE FOUNDATION WALL. � o COLLAR r-0• \�\� 12 AWG MIN. LEACHING THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND TO THE LEACHING POOL SHALL MEET ° PI-EASE~ NOTE IW � OR EXCEED COMMERCIAL STANDARDS CLASS 2400 SEWER PIPE, OR"ASTM"STANDARDS FOR PLASTIC SEWER PIPE WITH 0 ASsr 'onmen!of existing.s.nita syst-rn must be in c o - I \\\ /�� Sanitary System not to b e installed �� 1 SECTIONS ��\ A MINIMUM SDR 35 RATING. IN THE TOWN OF HUNTINGTON, CAST-IRON PIPE IS REQUIRED BETWEEN THE BUILDING U o FOUNDATION AND SEPTIC TANK INLET COt71fUR1:it1TCC t:'1;}t tl:i 3Ttliie:lt i.gli;I'=lTifilt Submit Urdu'(ji�VC'V'!c'-.y'. � 8' L completed ferny WN't'P�I�_as proof. r f 3'M,IN. CL • ELEVATIONS ARE BASED ON NAVD88. W W N 6'MIN.PENETRATION 0 CCD U LL NOTICE I HEREBYHIGH CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY INTO A VIRGIN STRATA z ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THROUGH STUDY OF THE SOIL, SITE AND GROUNDWATER H SEASONAL GROUNDWATER �'�` OF SAND AND GRAVEL PROPOSED INVERTS 06 Q CONDITIONS ALL LOTS. AS PROPOSED, CONFORM TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONSTRUCTION AND ELEVATIONS THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT STANDARDS IN EFFECTS OF THIS DATE." BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL INDICATED. IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF PACIFICO ENGINEERING PC. INFRINGEMENT OR SCALE:N.T.S. Q ANY USE OF THIS DRAW'NG FOR ANY OTHER PROJECT IS PROHIBITED. ANY ALTERATION OR REPRODUCTION OF THIS LEACHING POOL w 11 DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN H W m W CONSENT OF THE ENGINEER. RA( ACIFICO, P.E. LICENSE NO. 066182 SCALE:318'=1'-0• w rF_ Q w m a � w ^ O O-5 0 w ANTL5R LANE 118^ DRY WELL VACANT PROPOSED �o EL 10.8 s \ 100'- - STAGING AREA I ! /+`-_ DlAx4 DEEP AND CONSTRUCTION p \ EXISTING FRM. DWELLING TO BE DEMOLISHED. DWELLING IWTRANCE. ` EXISTING FOUNDATION TO REMAIN. NEW 2 V' � 11 W/PUBLIC WATER ,.. -) STORY FIRM. DWELLING TO BE BUILT IN PLACE. 100• "' 1 ?y NGS 0 LAND N/F EXTERIOR GARAGE WALLS TO REMAIN. 36g'OO ..+� ; I+y/pUB IC WATER y m EXISTING PATIO BLOCKS TO BE REMOVED �Y"'� ELIZABETH CHOE � 1 �. t � 150' PROPOSED UNDERGROUND PROPANE TANK ` 65 SILT FENCE ALONG A( PROPOSED (3) " u LIMITS OF DISTURBANCE 100.0 SETBACK r r' .\ / �, N � �i DIA x 2' O 2Q750 S.F. r'.AA \ " EL 9 CIA, R C r,\P1.tA• I, POOLS LSEXPANSION l� \\ PROPOSED 3 a 1Q t3�� p --- - - / r 9j0 \\ 4• •� EL 7 `~22.2 ADDITiOtfAL + $ 2 �l6 •► // / \' \\ � �� k GABA g 1 3'X4.7 .✓'� LP EXP''Kxp �c _ 7- �' a. �✓ '�+/// / Za� + �t GF 3 TpAK ` NG 70 N``" d tP LP !EXPt l \ lr_ 2 ��' G� t tii EL 11.2 45"30• � ./'�• i - � � EbfiOVED' • �-' .er LP �(-• `at- 7fi r r % /ry f'ROSED \ 5 f11NGY j ip cs \ N / h\ R pfN flFt}R 10 �E f>R SS (NDE ENDENT- �= p tdG 4 7 !tD L Et TIDAL WETLAND BOUNDARY / / BY, / \ E NQS CO pREI 1�CN P \ X1500 (- - _ 8.5AS PROPOSED (6) \ SHAWN ME BARRON /! 4 \\R 0 S FREE ±TANDING) t \\ FFL 11 - ,`, EANO r r -`� N DEEPLEACHING \ - JULY 13, 2018 // 1 R1 i POSED t t \ / EXISTINIy WDod t pR0 � \ } ! � � POOLS DECK TQ BE COQT- 10 REMOVED i � .PQRG� 9 I-� "I�' �� I• �- ` u's` tO' WIDE - 10.0' �jz � VOLUNTARY NON-TURF. `�\ - }PROPOSED L"�`� _�� 7ri3'\ >,o ! �� } EXISTING OVERHEAD - - 40'1C2 - g�^ - NON-DISTURBANCE BUFFER + ��+�, rt \ ;- 1 3" "RES TO REMAIN -� i ao RAM 9 TRIES VEGETATIVE-BUFFER , ADDITIONA - 0- / $ ` , \ W/CRAWL \ y 13 pn x gATes PROD X N TPAE �'7� CONCRETE WASH OUT AREA , is \ SPACE 4`x20 - 6yp0N PROPOSED IN BED OF GRAVEL DRIVEWAY. PERSON, siaso NIH z o BAYgE HYDROACTION AN40 P RfiONl wain a o PROPOSED SOIL m� TO D TEST HOLE PERSONa .suav +n w O'1E PROPOSED TRENCH FOR _ a,ni.rNS w STOCK PILE OVERHEAD _ cONTRoL PANEL AND VENT SILL OF MATERIALS NE "RES - ------------- � _ /f AREA -- LONG PROPOSED EXISTING CESSPOOL TO BE ABANDONED DRY WELL ER SCDHS STANDARDS FOR APPROVAL -- --'--" -- ___1 o // j \ �► / B^AIAx4'DEEP ANb CONSTRUCTION FOR SEWAGE DISPOSAL �� Y - - PROPOSED CONTROL Na-181/05a ANsoo,243 NITROGEN REDUCTION COMPLETE __— 1 H N / T/7-J SYSTEMS FOR SINGLE FAMILY RESIDENCES taoo�z TaNK,P+erovraP abo" - — 1- a 'R /\/ ~/ f '7+',l/ /j//j t _ \.�O PANEL AND VENT DATED 12/29/17 SECTION 5120 6 ,.'!30002 KIT,SN0 2 TANK CONNECTING STANDARD i LOCATION VENT - -- - -- // C 1O0Ii0 AssEMBLY,RECIRCOUTION 245 COMPLETE t �/y�— l^ �j TERMINATION TO D 71N400 P ANA00 Wf PLATFORM COMPLETE 1 O N pt i j r 4 ti G spy � BE 18" ABOVE GRADE E ECso-so-L-80-PEc`- OP`S,IIEaso•ao-iso-PLC— t ® r \ 6 F \gyp LAND N/F OF - --- r \ DWELLINGS ooh' ��r� RICHARD JONES > r .+�'' W/PUBLIC WATER ! --- ---- - —--- 00 PtINIGS o _./� 150' S/ -- ----- ao �aa la LL rD SCTM :. 1000-103-3-4 * ¢ f». LOT AREA 37,042.79 SQ FT oENERALNOTEs: I- U _ r 1_ COVERS SHALL BE 2(Y DU1MM—R WATERTIGHT AND INSECT-PROOF LOCKING THERMOPLASTIC COVERSAT FINAL GRADE. 0 Z _ 4 W p SITE PLAN COVERS AND CHIMNEY RISERS SHALL BE IN ACCORDANCE WITH SCDHS SI ANDAR DS FOR APPROVAL OF PLANS AND L id _ CONSTRUCTION OF SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES,DATED DECEMBER 29,2017,SECTION 5-111. ` a� cry D � [wc1 SCALES 1•=20'-0• A SECONDARY SAFETY LID SHALL BE PROVIDED. O '� Q ua LY W p " ELEV.8.5 i F F I I LCOPY lni V a rg g c�> OL DR BROWN �F�^price pI�+ only ► (r o O a U 0 a ^U Ut U !AAM Vt ( I(.� quote purposes Ili t� I EC ve W 0 � `�' "� �.�� ML BROWN f � y HYDROACTION AN400 DETAILS , , o a SWOLK Wtfk`�d�" DVA]1 OF`HTt,4.L'tHSRR'VI —3.0' a cs PALE SCALE:3B<1'-0 ' I a u M '�6°d�12,6f"4°�d$'IT'.9.11.Q�`t":OIa`,�'te �F4°*;3�CEA BROWN r wa t e r ,.M Se TC.rr3,EYAA•MYtdrTM••'sME?lC�iOhirR,y SP FINE - rK J' BUFF,F~C; tic.:iLl"H'• (rr+ SAND www'FCCtaiMOUrwv(�S".Rn 0 CbF ` fJA'I8 HSM, a -�(7 —7.1' r L5lB.y,#xA✓R ��.« m APt'�"{t OVED ^„ WATER INPALE GROUNDWATER ELEV. 1.4 o xP POR h1fs.Xt7t3(INI OF� BROWN �� o EMM rdITEE MRS",OM DAn OrAP ROVAL SAI.D HOUSE W .�� a ( , -M —1.4' LP INLET 4 JULY 19,2019 McUONALD GEOSCIENCE EL-B•59 AVATION INSPECTION REQUIRED SOIL BORE TYPICAL LEACHING POOL IfAOWTS 0Lm>=TEL-6.7o � LP LOCATION FF EL-11.10 •'y ,,�. �`, FOR SANITARY IT pt� S+ r p - GRADE EL-8.09 - I/A OWTS COVER EL-8.07 yy I~kdtlANITAtIY t"YST>wP SCALE:NTS , HEALTH DEPARTMENT FINISHED ,V �V � �IlAOWTS LOCATION G EL-8.74 GRADE ---_-----_ -_— ---- - ------------------ GRADE EL AT HOUSE-7.80 SINGLE LINE DIAGRAM INLET MIN.4^DIA. LPTOPOF -a C-M F,0UT,LET"t:'_-71.F^ APPROVED PIPE- PrrcHEDY"/1' COVER EL-7.09 L.P. 11 A OWTS a PITCH OF 2/8 (218"PER FOOT MINIMUM REQUIRED) z- M�..r I I A OWTS INLET 3 ' 20A 1'MIN LP BOTTOM EL-4.59 LU TREATMENT ELEVATION-ti.77 a MAIN CONTROL UNFF S I/A OWTS BOTTOM EL-1.40 O o E?dC�ifllFEt$8 C�RTIFiGA713P1 RE�d13iRECP. --- PITCH OF 118"FOOT(118"PER FOOT MINIMUM REQUIRED) $UBtdATP.E.01{RJa.CER1trECATt 9 _ eoNCRET> covERco w bs tv, 1 T B `� 0 & l 0 2s HIGHEST EXPECTED GROUNDWATER EL-;1.40 _-__ 0. OAw wTRUcTm C1 CI �� C, y W ------------------ FQR Foo P,P'MMAL- USEFORMWWI'a4'473• 0 THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION TO A POINT A MINIMUM MIN• OF TWO FEET BEYOND THE FOUNDATION WALL. Q $ r COLLAR 12AwG MIN. - LEACHING SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND TO THE LEACHING POOL SHALL MEET I j $ PLEASE NOTE ,; SECTIONS \ OR EXCEED COMMERCIAL STANDARDS CLASS 2400 SEWER PIPE,OR`ASTM"STANDARDS FOR PLASTIC SEWER PIPE WITH U Comfo mwice D€e&pan sanitary system must be in Sarlit� System LIQ to be InStaaVed `\ �� A MINIMUM SDR 35 RATING,IN THE TOWN OF HUNTINGTON,CAST-IRON PIPE IS REQUIRED BETWEEN THE BUILDING o com- plele,d f C v�itil department n premsrat E�bcnit FOUNDATION AND SEPTIC TANK INLET H cDrnplet�ti furan V�'�'dl�-„„ as proof. under drlv�t+�y. � a Q 3'MIN. 0 ELEVATIONS ARE BASED ON NAVD88. W o LL Q 6'MIN.PENETRATION V) Z U NOTICE I HEREBY CERTIFY THAT THE WATER SUPPLY(S) ANO/OR SEWAGE DISPOSAL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY INTO A VIRGIN STRATA 9 ME OR UNDER MY DIRECTION, BASED UPON IA CAREFUL AND THROUGH STUDY OF THE SOIL,SITE AND GROUNDWATER H1t9EASONALGROUNDWATER OF SAND AND GRAVEL PROPOSED INVERTS 06 CONDITIONS ALL LO S. AS PROPOSED,CONFORM TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES COt1STRUCTION - - -ANDELEVATIONS Z STANDARDS INEFF•CTS OF THIS DATE.- THIS DA*NG•PREPARED FOR THE SPECIFIC PROJECT BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL SCALE;N T.S. INDICATED, IS AN INSTRUMENT OF SERVICE AND THE - - PROPERTY OF PACD'ICD ENGINEERING PC, INFRINGEMENT OR J PROHfBITED, ANY ALTE ALTERATION OR REPRODUCTION OFANY USE OF THIS DRAWING FOR ANY OTHER CTHIS -- F- m W LEACHING POOL a W DOCUMENT Is ALSO PROHIBITED WITHOUT THE WRITTEN F— W z LU CONSENT OF THE ENGINEER. R PH AG�ICO,P.E. LICENSE NO.066182 - &CAtE"z a t-0` 2 U Q w lC'j - - Z mo ° DI'l 3 5 1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 3 LOT(S):4 #R10-19-0103 D 15 U ANTLER LANE OCT 2 7 2021 RECEIVED _ °cb EL 10.8 BUILDING DEPT. p-I TOWN OF SOUTHOLD OF JU .��N 3:® 2 ELIZABETH BETHF368-001 CHOE 0SUFF � OtH tri n� UE� I I j,g. W. �^®,fes• ! CURB \\ \ �---100' SETBACK N B"• r ` 41 EL 7.7 EL Lp 'No�:,' �\ f N� F 6.4.:$:................... .. . \ \, EL 11.2 \ 1476 :.:........ \ �� z LP :•.:•• \\\ i �o iv .r:rr.,-rrr' E .4.6; � Lp TIDAL WETLAND BOUNDARY // \ xo N 2 11500 Pol s 1/A SANITARY \ x� SHAWN BARRONEATED N i \\ py1EW - 4 BEDROOM \ `. JULY 13, 2018 I// \ ::::{ :::::: o. \ HYDRO ACTION AN400 \ �. \ \ \- \ TREATMENT TANK (440GPD) \ N ..........•: :.} \ (6S'0x2'DEEP LP. \ U.P. ! :::: ................ GUY p // n :vvti::: i:$::•::i$: :•. POINT A\ 1 10' WIDE ,� VOLUNTARY NON-TURF \ = NON-DISTURBANCE 10 " BUFFER \ i 1� �........... :is,4,{:$:i:ci:'.:. \ 1.0 \ 00� VEGETATIVE BUFFER EL 7.8 \\ EL 4.5 \\ 372.831 U.P. SEPTIC LOCATION \ S.T. 1 44 40 OFW�FE D.P.2 51 7.5 .� : \ RCAUONG UN `„ .6 L.P.3 62.559.5 !///iv%f %%//////�•. F kN 1 LAND N/F OF L.R4 62.5 57 cF y //////�� ,�, •$G RICHARD JONES A 6043`30�� 1pp� S7 \ •� FINAL SURVEY 05-05-21 THE WATER SUPPLY, WELLS, DRYWELLS AND IDOL. FEMA MAP#36103CO163H AND OR aT OBTANED FROM 07HER VAnoNs AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 26,220 S.F. S FFOLK COUNTY I)EPARTMENTOF R TH S�� AREA: 37,042.79 SQ.FT. or 0.85 ACRES EzEuanoN Da7L/M NAVD88 1/NAU7HOR12ED AL7ERAAON OR ADDIAON 70 THIS SURVEY 1S A WOLA77ON OF SECAQN 7209 OF THE NEW YORK STATE EDUCA77ON LACK COPIES OF 7HIS SURVEY APPROVAL OF Cot,;,'Fr��jCTEDWORKS FOR MAP NOT BEARING THE LAND SURVEYDRS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN SINGLE 1=v•>�'V�ES�flENC� ONLY 70 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF'70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSA7UAON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777U770N, GUARANTEES ARE NOT 7RANSFERABLE Datej� T O �q� NYSDEC LOT COVERAGE THE OFFSE75 OR DINEhISIONS SHOWN HEREON FROM 7HE PROPERTY LINES 70 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE INMEFORE THEY ARE ZUL./ ti.S.Rer,No- I NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMEN79 EASEMENTS -� BASm ON UPLAND LOT AREA 26,220 SF. AND/QR SUBSURFACE SM07URES RECORDED OR UNRECOROW ARE NOT GUARANTEED UNLESS PHYSICALLY'ENDE NT ON THE PREMISES AT THE THE OF SURVEY DWELLING W/COVERED PORCH The 5C,10ge.d i 2dl:3 vtatt r +✓ • Y r� cl 09S k=60a have been REAR DECK, OUTDOOR SHOWER & CONC WALK: 22401S.F. or 8.57. SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DARCY L. GAZZA• ed arrttii►ot tried by tnlr Cr "rt(s� e es d*lser agencies andPecltb�tnd to 1 MAP OR be Satisfactory FOR/A MAY MU16WF BEDROOMS, FILED: TOWN OF SOUTHOLD LOT COVERAGE BASED ON UPLAND LOT AREA 26,220&F'' saumm AT:EAST CUTCHOGUE v DWELLING W/COVERED PORCH Tom on SOUTHOLD PPUCSi18VEYING. REAR DECK & OUTDOOR SHOWER: 2152 S.F. or 8.2% KENNETH M 1f0YCHIJg LAND SUFFOLK COUNTY, NEW YORK professional Land Surveying and Design uttCraig Kriepperr PE., Chief I /K- X* 4 P.O. Ho: 159 Aquebogue; New York 11991 fCe O as erwa.er . FILE r 19-127 SCALE: 1."=30'DAT-AUG. 28, 2019 N.YS, LISC: NO. OS08B2 PHONE(681)288-1668 FAX(661) 298-1688 - .�-ir.+Lv.:sawXGa.:aa^..w%�:r>.m:.a.+�:.L•.itiivJ_ .:d:.`.�w„^'N4:a*fKb.'�A`ti*.`.:'K'.S+w°3.".�aaA:ari&iw.iwse'`P i3.e�td1^� s.4aat?aS'S.av:'titlssA'R<•.s Z"roY Y��Y^�.Ytw.�ia'_*=tS?yke^iit3iiC".iryaYm3;tiTc-LY:.tYEkAt:+ik+a' tT+r:'�*'dd{�5a`<L�d1A:D.XY.a�tYkV.hXEwttESa yl�9'�'.vr�+2�3A'2115.1c� �a�n1�:i•33s 4E�L°idatl.. 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RD pry Tapt'Latealkgame ms(F- ) 4f. lWmeasda StndtD6tW(Fac22t6d 2 as Hwaci vwadr(iamfl" T&d i aca�gt Top of act=Flab(oStud(erdmuo) 2i6d Per D0PW e 3-1w Pas Stud w ( 4164 Pff ( ` l�f�rlafjp�:Haed ;En�Jd�Hf�(FYatifj:. ate- s Fa'Fci�° - t L3? j a � 0 N togas t oetd3 } ESM - [.tom 5� �g lodast(Cmtad) 6d ErtC- N x -v2 I s� ; on Udguron(Toe ltiosed) 38d Phi (.5Q.� ( ,r ) Ruid JW toJast ftd tdta7E$) 3t Pt Q r3. r Bad jow tosior.Top Pla-w(Toe,. ) 2t G�fml LCA QLD m FWswffflg Q r y + Dd C)r ) ''.�'`�•�� '/` �' # � � 6 BeadlShsaYing 'TEegett:'r�ta ; 2-sd PaSep,'�od ::. . f , yPsumY'la 5dtoolers 7'Edgelt0'FwJd t WE ( g RGaigdRtPa�sts i 7'Sdgl13FV4 i O f i l S Edpi iT field Nd f :l 't F €E # y'xto mara�r 38d Psrsuppmt O r � s_ _ v s a w 3ef�' "4 } �gabcd an r 16d 114.1 O re s2 � _ a!d 1'07orwidx Bloc 3 °'ROOF SHINGLES # - FASTNERS FOR ALL ROQF$HMIG1 ES SHALL SE GALVANIZED STEEL STAINLESS STEEL,ALUMINUM I - --�- - .� OR COPPER ROOFING NAILS Mild.OF 12 GAUGE SHANK WITH,A MIN.OF 3rHEAD ATMFI667 OF,A LENGTH TfhPoV"�ftfiET}fR#Il1q-kTHE,RQQe1N�SMPTEFiIALS1�Id(3A1�1t�QF 314 ItTNE.R6?G1F MTHING;L�iE2ETHEROOF SHEATHINGiS;LECZIT*iar4'%CKTi3EFMNERt4AU j « PENEMATETHROUGH THEROOFSHEATHIN6 i qq 3 ASP T.R©OFSh%GLESSK-LP VEAMWI;IkCl OF 6 FAMEM PEIZ-SKwQ E. y DESIGN CRITERIA: LIVE LOAD DEAD LO z GROUND SNOW LOAD 25 PSF. 15 PSF. (D LIVING AREAS AND DECKS 40 PSF. 15 PSF_ f. W O . . PSF. 15 PSF. SLEEPING AREA. . 30 ATTIC 20 PSF. 15 P � NW>_Z WIND-SPEED 140MPH �" �� SEISMIC DESIGN CATEGORY B th® ` (6 a) Qj ; j 1 WEATHERING SEVERE ? O FROST LINE DEPTH 36" RQ ,a �� 06 OO TERMITE MOD.-HVY. - m O --�*-- —f DECAY SLIGHT a)O i E ICE SHEILD REQ. YES O I �rC) amo sv. SiN :GPOS �EMOHS Ueld GIS DAI�JCI DOE139 009 ,�_J :71MZZ, W_�Ilmwfflq 7-7-7 'Alow", tj "K W N W, Wnzi m M\, 20�2 a "w" "a, lzM`L 0 h glll, k INk"', im W h mmgw "Mm" AM, W l"kl� M, 71 NO 4 RR"', ..0 .9/c :01 OS A zl zl� ,zf C M41 lz, A N'S IWANNIZI m J, W a W 'Q _3 M "M 01\2 1, S" #0 5 offil 1,51R EIAI�JG 39339 0 U01leAG131SO MAN"I'll % ON11 N M �ft A M Mf M K f ��t'.z"', b 10 Q ,V%�11'111 l A 4z. C, IN T 4! K" Q 0, A a "n, 21 M_ I Y4 R, x A I a w e, RM, Z2:4M:G31_AV'dC1 n h N JA '0 i - M WS W 'M V= A pl�, ow A Am Q\ N NX jfp\\�\ W, 0\0 MIV F iits fw IV- R\ Q 'M� V" MW R -LO9(9 L 9) �10iOV�UNOO'Hi0i'1119 960V-9 17(9t,9) NVVYS_L=1�C)'HOS&H>ionH jhk4i �:"Atzl�,,`l, M, J A 1, w I, LV Z P 777,77, '8DNMO'S'3Nor MJVHON S owAw'7, 'A WM-L9L(M) A4� M m -L9L(9 9) �:GNMO'VZZV0,kO'c1V(1 SM & lzvN*N jg g, zI A lkmmi AN V, ,s T IR� :z\,\\ k, WRI NOUVMO_�Nl 103rM:Jd OP k, kl�l 0 m A, tow 7,44 a� AAMP t� 1w 4 CD FA oleo + f L _;7. ....... ow jr iino SV,. �OMOHS�tjooaj.no 74T L 7: 113Mk�](] ONUSIX3 4 �7, ...... .......0 L 9/c I S U01jeAG13 WON 3AI�JCI 39D=19 009 113M A�JG Ueld �JgMOHS �joocino 3ANG 39339 00 = .S/c :@I OS CIC �13MOHS �joociino 3ANC1 39EIDO 0 113M A�JCI 01 3d1d GIORJ 7 NNW]�13JLN30.3,IVOIdAi .0-1 -7 7 7 .040 t, sjiq uEs�,94 tt 9 ........... .......... . 4 Pp j q ............ L-000 I MLOS 9M� N '3n9OHoino ILL og � 3ANG =19339 009 � ,' " r i sv, �>iii:_��, ..,;'F;;; s;:::.;/;/'i;;;;G;:f - �-� - — 71 - -- hi KEHL DESIGN ASSOCIATES r�c residential & commercial design . consalting P0.Box 1615 phone: (631)433-9084 Southold,New York 11911 E-Mal: ssbn654@optonine.net Kehl Design Associates,LLC®formerlyD A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2x10 Rafters 16"oc. Simpson Hurricane Stropping These drawings and specifications including the New Ridge Vent New Ridg° Vent ideas, design tand he arorangteme s rep went d flew 13" 1" Lu Ridge are Simpson Hurricane Strapping New 14"x92' LVL ASSOCIATES, p p y , LLC. No part thereof shall be 200 Rafters 16"oc. copied, disclosed to others or used in connection upporls @16oc� CDX Roof Sheathing" ooeathing with any work or project other than for which New " COX Roof Sheathing New 2x8 Rafters - 1 °C' they have been prepared without written consent. 8 " 2x10 / 2x4 Strongback New Ice and Water Shield New Ice and Water Shield CDX Sheathing New GAF Architectual Roof Shingles New GAF Architectual Roof Shingles V: 2x8 - 16"oc. 2x8 9 16"oc. 2x10 Rafters 16"oc. New 1x8 Azek Fascia's R-49 Insulation R-49 Insulation R-49 Insulation—/ R-49 Insu New 12" Beaded Azek Vented Soffits 00 12" Beaded Azek Vented Soffits Closed Cell Spray Foam (8"= R-52) (2)2x6 Top Plate 12' Air Channels 2x6 Studs - 16"oc. 2x10 Rafters 16"oc. g' COX Exterior Shecthing New Ridge Vent �h Shower —h CI Simpson Hurricane Strapping New Grace House Wrap or Equal R-21 Insulation Master Bedroom �12" Beaded Azek Vented Soffits Ex. 2x8 Ridge New Hardi—Plank Siding I — 1 —R-21 Insulation Ex. 2x6 Rafters 4 Seat Ex. z' COX Roof Sheathing New Ice and Water Shield 14"z 92 LVL Boz Beam TJI230 x 9" Floor Joists @ 12 oc, TJI230 x 9;" Floor Joists 012 New CAF Architectual Roof Shingles New 2x4 vertical Ties 16"oc. (2)2x4 Top Plate 2x4 Studs — 16"oc. R-30 Insulation R-30 Insulation R-30 Insulation R-30 Insulation Ex. 2x8 — 16"oc. e" COX Exterior Sheathing R-21 Insulatio R-21 Insulation 1 New Grace House Wrap or Equal Closed Cell Spray Foam (3.5"= R-21) g" Typ New Hardi-Plank Siding e "X" Closed Cell Spray Foam (3.5"= R-21) �� 28(18 12 Hr Fire—Ra ed Existing Sheetrock on WORK NOTES: 2x6 Shoe Kitchen I CI Laundry Room Ex. Studs — 16"oc. Dor and Assembl Garage All Ceilings and with Self—Closing Hi ges Wal's 2x8 Boz Beam 2x6 ACQ Sill Ex. Exterior Sheathing Ex. Anchor Bolt New Grace House Wrap or Equal , Match Existing Subfloor Match Existing Subfloor New Hardi—Plank Siding House Deck R-15 Insulation Ex. 2x8 Floor Joists @ 16"oc, x, x oor Joists 0 16 oc. 2x8 — 16"oc. R-25 Insulation is ered with xFloor Joists 0 16 oc.R-25 Insulotlon Ex. Anchor Bolts R-21 Insulation R-21 Insulation NOT FOR New Monolithic Poured C®NSTRIJCTIO 8" CMU, Foundation Damp Proofing T PC. Slab i„ Grade Apron with W/6x6 10/10 WWM Ex. 3g Stl. Gal. as Necessary USE UNLESS r !rode Basement Basement CERTIFIED BY PROFESSION L Ex. 4"r'C. Slob Ex. 4"PC. Slab — 2x Keyway ENGII'mrE1ER Ex. 16"x8" Conc. Ftg. Min. 3'-0" Below Final Grade Ex. 2'z2'xl' Conc. Ftg CROSS SECTION- ("-A CROSS SECTION B SCALE: 1/4"=1'-0" 30 SCALE: 1/4"= V-0" 3 2 'PROJECT: i J ikI ; GAZZA "ESIrc 1500 BEEBE DRIVE, Hurricane Strapping 2x8 Ridge C UTC H OG U E, N Ew YORK 2x6 Rafters @ 16"oc. g' CDX Roof Sheathing 30# felt SCTM # 1000-103-3-4 GAF Architectuol Roof Shingles DRAWING lIILE: Hurricane Strapping ' ( 2x4 Soffit Framing 2x6 Ceilina Joists @ to"oc. 1x8 Azek Fascia (2)14"z 92" LVL Hdr AS NOTED 12" Azek Beaded Soffit Azek Girder Wrap 10" HB&G Permocosl Column Wrap NOTES: THESE PLANTS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 4x4 ACO Post Bozell out with ACO DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. IHFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2' Bluestone UNFORESEEN! FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. "x12" Anchor Bolt SEAL: DATE: October 11, 2016 2" Bluestone 4 Rebar Stirrup OF 8" Sona Tube �� PROJECT N 07-2017 (3) 4 Rebar E.W. RAWN BY: BDK 1'-4"x 1'-4"x 8" Conc, Ftg—e, NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Porch Detail Cj CODE UPDATED WITH TI-[E 2017 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �p 0 1BC,8 �� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �dFESS1oNP� 302 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 302 SCALE: 1/4"=1'-0" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �� /l -s DOB NUMBER: OF —) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KEHL-DIESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. a TR'JF5 PIAQARd DNI `Ii R1:QUIf3! U " r "t-777,T,,. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 N T C T 0 R T E General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK 2015 INTERNATIONAL r/ RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. _Mff '_,:,II li Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: T ��r 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KER DESIGN ASSOCIATES LtC INTERNATIONAL RESIDE CODE WITH THE 2017 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B• LOCKED AREA. `� residential & commercial design . consulting 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a, All trusses shall be "shaped" as shown on architectural cross sections. phone; (b31)433 9084 4. Pre-manufactured trusses. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: SSbn654@opton1ine,nel 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. P: /,717/71-..7,is ; 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. `OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications, CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5 b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g p g p y pp CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be ec copied, disclosed to others or used in connection 6 with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better 7 E 1,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR = PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. DEBRISDIRTAN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 , , EA . , 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): (�J�DIZd 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: Jl THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B, EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE 1 1 . CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO i CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS ' f RESOLUTION. 6 SPECIAL SAFETY NOTES IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FGR COSTS AND PROBLEMS ARISING FROM 13• THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE I ' HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR ;LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE r`QF;1HE.SE cALOUMFiQif�"l�Tfr6N ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER 'HIS AGREEMENT. -)N L.AD CONT ENT BEFOR NOT FS R 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS ". :-I,;;,'-ICATEOF'OCCUPANC CONSTRUCTION CONSTRUCTIONSINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE S UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. `:OLDER USED IN WATER r�! USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 20154�.;CER lR> ,60�,L)F1%LCAD. CERTIFIED pV GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. ®® ® �i��jj SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE 1 PROFESSIONAL LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATE WIT T 2017 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VEN,ILATIJN REQUIREMENTS. t'LUIVI9INg 1 TABLE 16N.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo. __ ALL PLUMBING WASTE AND,MINIMUM CONCENTRATED LIVE LOADS g ALL STRUCTURES TO CONFORM WITH THE 2015 INTERi4,',TIONAL RESIDENTIAL CODE &WATER LINES NEED PRESCRIPTIXE DESIGN --- --. -. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENTTESTI °JG B K�_- U c UNIFORM CONCENTRATED SECTION 1609 WIND LO,.DS C;(;; SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF �� l u :% /,ii /__. r•' TWO 8d NAILS THIS MTS 2 0 L T S 2 0 NE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADSDOUG-i R LARCH SO. PI 2 LOAD SIDE OF CEILING JOIST FASTENERS - — - MODEL GA UPLIFT UPLIFT CODE 8d NAILS — 1 " LATERAL WITH TOTAL FOUR ° AND ON SIDE OF RAFTER N0. TO TO TO AVG (133/160) 8dx1�" REF. / NAILS INTO TRUSS. 11 RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& r /r I ' L STU "- TRUSS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES y residential & commercial design ° consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 -- -- DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ•x12 ° ° (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o P0.Box 1675 phone: 1631 433 9084 AVG INTO ,° o Soulhold,New York 11911 E-Mai!: sslon6545optonline,net MOODEL GA MAX. LEF�R ULT. LFTA2 LFTA REF. ° PLATES °p° ° •, '• WIDTHSPAIJ L QTY DIA 14" 2" 24" 3" 3S" 1I" 2" 21" 3" 34" EIGHNT; T •° ° 8d NAILS 77 INTO S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17' 38J"16-10d — 420C 1205 1400 5, 44, 85 STUD 1 1 °° OWNERSHIP & USE OF DOCUMENTS: S 2 DOUG-FIR LARCH / so. PINE FASTENERALLOWABLE UPLIFT LOADS °° These drawings and specifications including the ° MODEL L AVG 10d 1 O x 14" CODE eas, design and arrangements represented REF. LFTA N0. ULT, L S T A 21 ° idtherein, are the P P Y ro ert of KEHL DESIGN 1od 1od x 1�" (133 / 160) (133) (Iso) X ASSOCIATES, LLC. No part thereof shall be 00 Simpson Strong—Tie MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° HGA10 copied, disclosed to others or used in connection °° ° with any work or project other than for which 0 DETAIL "K" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 AR TJN 12 00 0 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- DETAIL °° 5" COUPLER NUT _ �� STU 8 DOUG-FIR-LARCH/ Equal number of °° �SIMPSON OF DIRECTION SO. PINE CODE specified nails In ° TAKE—UP WASHER TYPE MODEL TYPECONNO- DI LOAD ALLOWABLE LOADS REF. each end TION FLOOR ROOF (133/ Simpson Strong—Tie NO. (100) (125) 160 G 515 645 670 CS16 ART5"x12 LTP4 5 515 645 670 6, 39, 97 DETAIL "H" J PH 515 645 670 j, MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2.3 AT HIGHEST N0. AVG AT HIGHEST REF. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o° HB SB W H B SO CL DIA5•° DESIGN LOAD DESIGN ° CA CA QTY DIA " WHEN RAISED OFF o JA 1}" 2" 2j" 3" 32 5}' LOAD THE SILL PLATE o 0 HD2A 16 12 4{�" 2�" 2 " 8" 2 1 IT 2 Z' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STUD PLATE ULT, (133)2 DF / SP (160) RODE SP4 3f" 7J" -10d x 11" 2917 735 885 7, 40, 127 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. CA WL NAILS FLOOR (133) (160) REF. °O WORK NOTES: LSTA21 20 11" 21 1 -1 d 905 1205 1 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. W L NAILS (133) (160) REF. CA 'L0000R Simpson Strong—Tie STU 8" MSTA24 18 1 14" 1 24 18-101d 1025 1,370 1640 7, 40, 90 LUS46 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SIMPSON L SPACING REF. HD2A �� ®� TAKE—UP WASHER N0. (LENGTH ELD GA CUT LENGTF (TOTAL) (1 00) (133 / 160)2 oo• CONSTRUCTION 0 ��t ,��I®�y' OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie v V �'6`` CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 40, 90 ARE D. AI TOP MOUNTED UNLESS OTHERWISE �� UNLESS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. —FIR AR H IN WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION "1'��++ HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES " N0. GA W H B 10d 16d JOISTS ULT. (133)(160) 10d DETAIL,16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— CERTIFIED BY A LUS45 18 34" 4J" 2 4-16d 4-16d 6076 1140 1160 1-11000 — 1150 — 1250 7, 40, 127 DETAIL 14 3A" 9�" 2 COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 STU 5'_ DOUG-FIR AR H PIN ALLOWABLELOADS FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TAKE—UP WASHER TO RAFTEf2S TO PLATES TO STUDS (133) (16 0) F F2 160 HGAIOKT 14 4-SDS "x12" 4-SDS "x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS COW- SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 SIMPSON STU - LSTA21 SIMPSON ANCHOR BOLTS ' TOTAL FOUR �. O TAKE-UP WASHER 8d NAILS HD2A LSTA21 Strong—Tie o, INTO TRUSS. HUS21 0-2 ' ROJECT: W TO J 0ES A AILS i o F 8 PLATES °p° ° EIGHT-" ° 8d NAILS 8d NAILS D Simpson Strong- PLAT ES ° RESIDENCE® STUD INTO DETAIL "A" H7 IN NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" 1500 B E E B E DRIVE, STUD Simpson Strong-Tie ° H7 Simp Sim son Strong—Tie LFTA SYSTEM DETAIL "L" CUTCHOGUE, NEW YORK LFTA LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NO SUBSTITUTIONS 1 _ Ridge Strapping ''; SCT 1000-1 ®3-3-� All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA30 No substitutions are approved or authorized. DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. Due to the relationships of framing hardware to the other components of the structure, any framing SIMPSON WINDLOAD V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. P g P V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer contractor V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS / STRONG - TIE DETAILS NOTE: & ROOF DRAINAGE ROOF AREA = 2401 sq/ft ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE LTP4 CALCULATIONS AND I ' ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS LTP4 V = A x R x c ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES PLUMBING RISER DIAGRAM LTP4 A = 2401 sq/ft R = 2" RAINFALL = ,17 ft �rwoTEs: DETAIL "C" / 3" THROUGH ROOF 3" THROUGH ROOF31" THROUGH R O O F THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I C = COEFF. = 1.0 3„ 3,• 2nd FLOOR ROOF DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE 2PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie V = 2401 X 1 X .166667 = 400 C.f. 3" FIELD CONDITIONS AND DII,4ENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE Floor—t o—F l o o r Connections 3" 3 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 400 42.25 VERTICAL FT, FT — 9.47 V.F. MASTER 2•• 2" 2 2" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT / / - Ridge Strapping 3' BATHROOM FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. USE (4) 8' DIA. POOL 3'-6" DEEP = 14 V.F. Detail 2 BATHROOM BATHROOM :SEAL: DATE: LTP4 DETAIL "D" 2" 3"2" 2" 2 2" 3" 2 3 2" 3" 2 October 1 1, 2016 POOLS TO BE PLACED ON OPPOSITE SIDE OF 3' ��pF NEW r PROJECT No: 71 LTP4 HOUSE AND/OR LEADERS TO BE PIPED TO 2' 2nd FLOOR �� O. g4,4, 1007-2017 2•• 3., 2" 2,. 2.. 2., ti 'Q D RAW N BY: Simpson Strong—Tie 3 2,.2 2 ' 3 3 C) y POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 3" 3" 2 � ,� � BDK Floor—to—Floor Connections POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC NOTE: HOMEOWNER IS REQUIRING THAT 3KITCH� LAUNDRY CHECKED BY: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION , 8' DIA, X 4' DEEP POOLS 3 -'MASTER BATHROOMS 2 2 2 2' 2' 2 2 .DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL (3) GUEST BATHROOM c� C R�ai� �� CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. ,„ F1 �s SHEEI NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE BE NSTALLED. ( 1 POOL AT EACH OF " 1 st FLOOR 081868 tG�' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2' 2" 2" 2 2" 2' 2.. " 2•. AR�FESSIOV�P� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA THE REAR CORNERS OF THE HOUSE 2 3 WHERE TRAFFIC IS TO BE PRESENT. 2 3" 3 ' G 2 •• �,•��.,---� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) AND 1 POOL AT THE FRONT 2 3 3 4" F.A. /ENT 6" DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — IF MULTIPLE POOL SYSTEMS ARE USED EASTERN CORNER OF THE HOUSE C.O. C. ABO E GRADE ,�/�7/r4 C.O, C.O, i i C.0, C.O.C.0, C.O C.0,-- 4'C.O. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN 4 4" 4 4" App rn��p 4" Cl SOEWEORaGEASPSTOENA D ,Q UMDESIGN'ASSOMTES, ILC THEY ARE TO BE CROSS-CONNECTED HOUSE 3, ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) RAP M Ell KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting P0.Boz 1675 phone: (631)433-9084 Deck Southold,New York 11971 E-Molt ssbn654@optonline.net Kehl Design Associates,LLC®formerly D A K Associates,LLC "7T'T7777'n/ //%/:%% OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: Dining Kitchen � n g Bathroom Master , Room Bedroom =CL WORK NOTES: Living Garage Room MCL CL Office / Library NOT FOR _ _ _ _ _ _ _ _ = CONSTRUCTION USE UNLESS Foyer CERTIFIED BY CL PROFESSIONAL ENGINEER EXISTING FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" Bathroom PROJECT: JOKES ESIDEHCE Master '1500 EEEBE DRIVE, Bedroom Master CUTCHOGUE, NEW YORK Bedroom SCTM 1000-'103-3-4 CL CL DRAWING TITLE: AS NOTED NOTES: THHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED 10 THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL _ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR IL UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OF NEIV October 11, 2016 �, O•.fjgni 0��,� PROJECT NO: '117 'Qy 1007-2017 -ADRAWN BY: BDK CHECKED BY: © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ��,, Og1 6R ��\ SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �'OFESSk EXISTING SECOND FLOOR PLAN- WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �,^�r�.�------- Al 01 SCALE: 1/4"=1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN-ASSOCIATES,uc agencies prior to construction. PROVIDE HURRICANE STRAPPING PROVIDE HURRICANE STRAPPING IN1- III ACCORDANCE WITH THE ; ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. 2015 PITERNATIONAL RESIDENTIAL CODE New Self-Supporting Deck KEHL DESIGN ASSOCIATES a NOTE: VERIFY ALL DIMENSIONS TO NOTE VERIFY ALL DIMENSIONS TO residential & commercial design . consulttng INSURE FLOORS OF NEW ADDITION Independant of the House INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS III EXISTING ALINEWITH FLOORS IN EXISTING HousE, HOUSE. P0.BOX 1675 phone: (631)433.9084 28' Southold,New York 11971 E-Mail: ssbn6548optonine.nef ALL HEADERS ARE TO BE ALL HEADERS ARE i0 BE 3" 2)1 a X 9%" LVL UNLESS Kehl Design Associotes,LLC a formerly D A K Associates,LLC (2)1/,X 9Y LVL UNLESS (3 _ _ OTHERWISE: NOTED x10 ACO Girder _ I _ (312x10 ACO Girder _ l _ ( 2x10 ACQ Gomer - 6x6 ACQ Post on ��-�� 6x6 ACQ Post on I / -�� 6x6 ACQ Post on i ,- OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: 12" Sona Tube on 12" Sona Tube on 5- 12' Sona Tube on 5- EEIEALL DIMENSIONS 2'-0"x 2'-O"x l'-0" 2'-0'z 2'-0'z 1'-0" 2'-0"x 2'-O"x 1'-0" These drawings and specifications including the JF NEW ADDITION �Conc. Ftg. Min. S-0" �• \Conc. Fig. Min. 3'-0" o�� \Conc. Ftg. Min. 3'-0" ff° NOTE VERIFY ALL DIMENSIONSideas, design and arrangements represented below Finol Grode. ' Below Final Grade. \a0 'Below Final Grade. \0 INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be I o o LINE-UP WITH WALLS IPJ HOUSE. copied, disclosed to others or used in connection CD WALLS IN HOUSE. `(See Detail) `(See Detail)�.,'� `(See Detail) �¢ 20' A ,Q�o2 o ,Q�o, w any work or project other than for which Provide Solid Blocking ��y - - Provide Solid Blocking - - ��x Provide Solid Blocking - - _•pyx- Provide Solid Blocking I N theyhavebeen prepared without written consent. NOTE: PROVIDE FIRE BREAKS s� � aJ NOTE PROVIDE FIRE BREAKS AS PER - - - 3 �/ -8 -4 °c�\ -8� ER °c�\ -8a°��.\ 1' THE 20151NTERNATIONAL THE 2015 INTERNATIONAL - - - - - - -� - - - - - - - - - 1§14/ -5'9.\ 09.E 0� � REV: RESIDENTIAL CODE UPDATED I �o �5 '( RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM 2 1" PC. Slab lab WITH THE 2017UNIFORM SUPPLEMENT I - -� - New New I - f - u Stone SUPPLEMENT N N J (3 2x10 ACQ Girder - I _(3)2x10 ACQ Girder - = _D)N10 ACQ Girder •_ Crawl • Crawl x FUnexcavoted 6x6 10/10 WWM Space Space �� ® J LJ L J c° mpacted Fill 2" PC. Slab 2" PC. Slab Jg"� 3'-8 - - - i - - - 3'-74.. Hurricane Tyclown 2'-8"-� — — — SEE BLUESTONE a"x6" Trex or Equal Decking PROVIDE PROVIDE , DETAIL A101 2x8 Floor Joists -16'oc. 32"W x 24"H 32"W z 24"H 1xB Atek Box Wrap ACCESS TO ACCESS TO (3)2x10 Girder CRAWL SPACE CRAWL SPACE o 0 Hurricane Tydown y N N Unexcavated , 6x6 Post Anchor Cr) - - Compacted Fill 6x6 ACQ Post on Grade o - - 12" Sona TubE on w ox ox 2-0 x 2-0 x 1-0' 92 co`V x N N N Conic. Ftg. Min. 3'-0" Below Final Grade. (2) #4 Vertical Rebar Stirrups -04" 7'-2' -1 1 3'-64" 5'-104" -14" -1 1 -2'-104" IT Blue Stone WORK NOTES: (See Detail) Ex. (3)2x8 Girder Ex. (3)2x8 Girder (3) 15 Rebar Equally Spaced E.W. Sistered with (1 1 'x 9" Ex. (3)2x8 Girder _ - -Ex-(3)2x� it r - stered with 1)14"X 9' E Ex. (3)228 Girder Ex_(3)2z8 Girder e- Slab Details LVL on Each Side. Thru Sistered with (1)14"x 92" I istered with (1)1 " 9' on Each Side. Thrum Sistered with (1)14"x 9 Sistered with (1)14"z 9j" Bolted 2'-0"oc, w/2" bolt . r��LVL on Each Side. Thru \ VL on Each Sid . I ed 2'-O"oc. w/2" bol LVL on Each Side. Thru LVL on Each Side. Thru SINK SINK L.,-_uAB Ited 2'-O"oc. w/2" bolts. fed 2'-0"oc. w/ ' bolt. _ Bolted 2'-0"oc. w/2" bolts. Bolted 2'-O"oc. w/2' bolts. ABOVE ABOVE WG , N x 4" A101 Detail D 1 BO SHOWER � c , , ABOVE E E o N m m o s. NOT FOR 1 m m L 5'-74" 15'-94" CONSTRUCTION Al 0 ti SHOWER 8 E X. E ABOVE o `o h , 17; o o S N - o � m o � Ex. o � L � o Ex. o Gara�ce USE U��LESS Li W �] d O ^ K c0 N N N 3 [3asement Basement N CERTIFIED BY � � � PROFESSIONAL W � I � Tc O Oxo I N 3 N 3 Ex. C!') +� +� p7x O N N ; ; N `� `� EI1lGINEER i Possible f DE;ck W k 7 Stair Platform if- -- House � � V N Hurricane Tydown \ Ex. Access. Ex. Access. SD BOA WASHER 4"x6' Trex or Equal Decking SINK SINK ABOVE 2x8 Floor Joists -16"oc. � ABOVE ABOVE - - - _ L 2x8 Floor Joists -16"oc. E x i s t i n g Existing PROVIDE HURRICANE STRAPPING IN Hurricane Tydown x18" Anchor Bolts w/ "o o o g I ) ACCORDANCE WITH THE 3x3 washers and �" nuts, 32"oc. Max. C r a w I Crawl F J PROVIDE DROPPED FOUNDATION FOR 2015 INTERNATIONAL RESIDENTIAL CODE 00 000 x ® -,3'-64 - _ 12' X 8' GARAGE DOOR- - UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. 6x6 ACQ Post on Space W Space 12" Sona Tube on 2'-0"x 2-0"x 1'-0" a - - - 12 -6 - - - Grade— 27'-9�„ Ln -3-] � L , Conic. Ftg. Min. 3'-0" � NOTE: VERIFY ALL DIMENSIONS TO Below Final Grade. _ INSURE FLOORS OF NEW ADDITION 7 -10'� 7—7'-101 ALINE WITH FLOORS IPI EXISTING PROJECT: (See Detail) 18 -8 o 15'-1 1" 15'-9' HOUSE. (2) #4 Vertical Rebar Stirrups 4 I (3) #5 Rebar Equally Spaced E.W.- 4" PC. Slab ALL HEADERS ARE TO BE _g Orap Proofing (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED ' L- - - - a- Detail D2IDEK NOTE: VERIFY ALL DIMENSIONSES C E ��I I INSURE WALLS OF NEW ADDITION 1500 B E E B E Al 01 I - I LINE-UP WTH WALLS IN HOUSE. DRIVE, E, L - - - - - - - - - - - - J CUTCHOGUE, NEW YORK NOTE: PROVIDE FIRE BREAKS ANTER SCTM 1000-103-3-4' FOUNDATION PLAN RTHE 2015 I CODE TIO^JAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM DRAWING TITLE:: SCALE: 1/4"= 1'-0" SUPPLEMENT PROVIDE HURRICANE STRAPPING IN AS NOTED ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 201T UNIFORM CODE SUPPLEMENT, NEW FOUNDATION NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NOTE: VERIFY ALL DIMENSIONS TO DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE INSUREFLOORS OF NEW ADDITION PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALLININ E WITH FLOORS IN EXISTING FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE HOUSE. FOUNDATION TO B E REMOVED (DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR (UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT (FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EAI�ADES ARE TO BELVLUNLESSSE NOTED S AL: DATE: of NEVV October 11, 2016 �p 04 PROJECT NO: NOTE: VERIFYEAL MENSIONS �� `�� RAWN BY;007-2017 NSUREWALLS ADDITION * Q 'LINE-UP WITHIN HOUSE. BDK G " �'4 � w NECKED BY: 0 , DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL R NFEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NOTE: PROVIDEDEmksL� '' G�� CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE F� n813�� SHEET NUMBER: ASFIRE BREAKS �R , PER AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UOfiESStON THE 2015 INTERNATIONAL LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �� RESIDENTIAL CODE UPDATED THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WITH THE 2017 UNIFORM PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SUPPLEMENT 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization /�o�/nom PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such Q KEHL-DESIGN-ASSOCIATES,u,c 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 01 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT, 59'-54" KEH7 L DESIGN ASSOCIATES zT c residential & commercial design . consulting 4" 15'-42° NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION 20' 24'-14" ALINE WITH FLOORS IN EXISTING HOUSE. P0.BOX 1675 phone: (631)433.9084 Southold,New York 11971 E-Mail: ssbn654Qoptonline.net ' -53 92 2' —13'-41 10 10' -10" 12' ALL HEADERS ARE TO BE ( ) 3 » Kehl Design Associates,LLC®formery D A K Associates,LLC 21Ya X 9Y LVL UNLESS OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the New Self-Supporting Deck ideas, design and arrangements represented NOTE: VERIFY ALL DIMENSIONS 9 9 P INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN Independant of the House LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which 32" 27 -82 they have been prepared without written consent. N NOTE: PROVIDE FIRE BREAKS AS PER TW3046 M' TW3046 SM'TW3046 SM' M TW3046 STW3046 THE 2015 INTERNATIONAL REV: Ln S RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM M 9'-5" SUPPLEMENT N �p 00 Go N �3,-74., , — — — — —SEE REAM 'Z ON PLG1=30] — — — — — — — — ;� FWG80611 ;� CX135R* M CX135R* M CX135L* 52,E N MIS Living M�� Dining Kitchen o Room Room O O 2668 N 'n WORK NOTES: N Co 31 21 -102„ -44„ 16' z2 Q _ N 286 i 2 1 3/4"x 9 1 2" LVL — (3)1 3/4"x 9 1/2' LVL w/(2)1/2" Stl. FI. PI. Flush Beam — M O O .� w/(1)1 2' DX Filler Oven - �-2 I © „ -1 „ 32 M �� T 1 1'-7 3068 Poc. IN O FOR Master Bathroom 3' WI / CL 312'- 32 =Ln CONSTRUCTION Ln CLI 2 L NC Ex. Garage N USE UNLESS 2068 3'-1 1" N N 28682868 - 32„ SID o CERTIFIED BY 3'-6" 5 -4 Hi fire Rof 4 Powder Dor A sem ly PROFESSIONAL La ndry Room I wth Self Closng Hnges 0 Room C ENGINEER Master M Foyer � - Bedroom -1(N 32" © A r f ° 5" �2" � V) I o .o. R TO nom PROVIDE HURRICANE STRAPPING IN Cz 32 AW251 AW251 ' ACCORDANCE WITH THE CDE I-3' 64" UPDATEDO15 YITH THEN20I7UrdRORIDENTIALM CODE SOPPLEMENT. 7 LL 00 12' x 8' Garage Door 27'-94„ INSURE VERIFY ALL DIMENSIONS MONS 10 Il PROJECF: AW251 SM AW251 SM AW251 �� 1068 3068 1068 ALINE WITH FLOORS IN EXISTING `� 7J„ 7._94 78 HOUSE. Covered ALL HEADERS ARE TO BE Entrance (2)1 3/4% 9 1/2" LVL Girder 3 (2)1OX 9WI LVL UNLESS J O Iq E OTHERWISE NOTED ESQ D ECE NOTE: VERIFY ALL DIMENSIONS � C INSURE WALLS OF NEW ADDITION 1 500 E E E B E DRIVE, LINE-UP WITH WALLS INHOUSE. 7g" CUTCHOGUE, NEW YORK -1 NOTE: PROVIDE FIRE BREAKS AS PER SCT # 1000-103-3-4 THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017UNIFORM DRAWING TITLE: SUPPLEMENT -14" 15'-2" —4'-62" -922" -6" 7'-10DIP"� 7'-1AS NOTED 27'-94" 16' 15'-8" 9'-5a NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN! PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE FIRST FLOOR PLAN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAY CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE soLEY RESPONSIBLE FOR HELD FIT, THE DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR 00.11SIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"= 1'-0" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: ��OF NE(V October 11, 2016 NEW WALLS Acceptance of these drawings does not authorize the right to build without the authorization �.P v�, PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building "' �� 0� 811R 1007-2017 EXISTING WALLS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such y z c �� DRAWN BY: agencies prior to construction. BDK x 6 _� CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL � — CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. �,o. 0818(,9, SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE `'�°FESSIONP� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ®� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Al 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) i DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ©KEHL-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) rM PROVIDE HURRICANE STRAPPING INEh__— — �,.. ACCORDANCE WITH THE l 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT, KEHL DESIGN ASSOCIATES roc residential & commercial design . consulting INSURE FLOORS OF NEW ADDITION New Self-Supporting Deck ALINE WITH FLOORS IN EXISTING HOUSE. P0.Boz 1675 phone; 1631)433-9084 Independant of the House Southold,New Yolk 11971 E-Mal: ssbn654@optonrine.net ALL HEADERS ARE TO BE Kehl Design Associates,LLC®formerly D A K Associotes,LLC ® ® ® ® ® (2)1/a„X 9/ LVL UNLESS i r.. OTHERWISE NOTED 'OWNERSHIP & U5E Of- DOCUMENTS: These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented HSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. ® NOTE: PROVIDE FIRE BREAKS AS PER THE 2D15 INTERNATIONAL REV: RESIDENTIAL CODE UPDATED WITH THE 2017 UH!FORM N SUPPLEMENT N N U O O O C GD C cD C cD '1 a0 W W N N N SEE BEAM "C” ON PAGE 301 DW ° VU O O O O O O O Living Dining g Kitchen O s Room N Room S x x x x x p O O O O� N 'WORK NOTES: h a a r 2 1 3/4"x 9 1/2" LVL _ (3)1 3/4"x 9 1/2" LVL w/(2)1/2" Stl. Fl. PI. Flush Beam OO ® WI/CL w/(1)1/2 X Finer Oven NOT FOR Bathroom N CONSTRUCTION EeD Ex. Garage USE UNLESS a> ARm y N Laundry 21>< H Fire Rol d CERTIFIED BY A x Powder x D or nd A sem ly PROFESSIONAL H o Room with Self Closng Hinges 14 n Room ENGINEER Master x -� o Bedroom o o � 21 0;" LVL s Flush Beam O x PROVIDE HURRICANE STRAPPING IN o o ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. =T NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION PROJECT: M ALINE WITH FLOORS IN EXISTING Covered HOUSE. Entrance 2x6 Ceiling Joists ALL HEADERS ARE TO BE @ 16 oc. (2)13/,"X 9Y" LVL UNLESS ' " E `AZZA OTHERWISE NOTED J 0' 5 I NOTE: VERIFY ALL DIMENSIONS ECCE p INSURE WALLS OF NEW ADDITION 1 500 E E E D E DRIVE, LINE-UP WITH WALLS IN HOUSE. CUTCHOGUE, NEW YORK NOTE: PROVIDE FIRE BREAKS AS PER SCTrV1 1000103 3-4 THC 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM 'DRAWING TITLE: SUPPLEMENT AS NOTED FIRST FLOOR REFLECTIVE CEILING PLAN_ NOTES: SCALE:1/4"= V-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUITED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION 10 THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: October 11, 2016 Acceptance of these drawings does not authorize the right to build without the authorization P�FoJ�NEwyo PROJECT No: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 4, 0-O. Bq,� .f 1007-2017 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �J �,� ry DRAWN BY: agencies prior to construction. A BDK HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. 081806 C, SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE - SIO THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Al 04 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — DOB NUMBER: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ©KEEIII.•DFSIGN•ASSC+C7AT'ES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /� s ri. ./„l/ „v.,.,%/tui/: m�i�t/.,,,,.,,.;'i,:/a �✓' ,;: UL KEHL DESIGN ASSOCIATES,�c residential &commercial design . consviting P0.Boz 1675 phone: (631 433-9084 Southold,New York 11971 E-Mal: ssbn654@optonrim.net Kehl Design Associates,LLC%formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 4'-11" 15 -42 therein, are the property of KEHL DESIGN 4 ASSOCIATES, LLC. No part thereof shall be 8'-41" 13'-8g" 13'-8" 8'-42" copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: ;n TW3046 SM. TW3046 SM' TW3046 �I' AW251 TW3046 M TW3046 SM', TW3046 15'-72 3 „ Guest 15'-10" ]�BathrooM Tub —84CD „ I N I N N m N 3' 00 � 00 C L 0 I I C Bedroom 5 CD L Master FF 14'-12" 6° 2' 2868 iv 32 i, I Bedroom `n WORK NOTES: CD 32„ ® N SD ai w F- "� 32 3'_82" 2868 I I I M J SD I io iii 2868 N NOT FOR 32"X32" 2868 C®NSTRUCTI®�� sD ,��I: Attic °° I I � 10 O USE UNLESS '311, 0 V 17' Master CERTIFIED BY A —11" 3'—1 1 ° 5' I A I I WI / CL =,� Bathroom PROFESSIONAL � 32' i 64„ 3,_9�„ 3,_84„ ENGINEER 264ODD Bedroom I 3„ =� -� 3'-44" o —54 31 -04„ 32 v 3�V oid or, 51 M I �� CL Possible Bench TCloSet C4 L C14 F — — — 7 � AW251 3" AW251 4 M 3�„ 32- I I 2 52" 15'-72„ 2' —84 PROJECT: �� AW251 SM. AW251 SM' AW251 -K AW251 SM, AW251 JO ES RESP E14CE 1500 BEEBE DRIVE, 1�--4 �4 .6, l CUTCHOGUE, NEW YORt: 2 iI 2 —4" 13 -1 1 - 4 -62„ _14" _14„ SCTM 1000-103-3-4 4 DRAWING TITLE: 27'-94" 16'-3Z" 44'—14" 115'—42" AS NOTED t NOTES: THESE. PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL NEW SECOND FLOOR PLAN a FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COM"BENTS NOT SCALE: 1/4" 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. = SEAL: DATE: October 11, 2016 NEW WALLS CE OF NEwYpf PROJECT NO: O. 8,1� 1007-2017 EXISTING WALLS �" �� +F;jl YJ, DRAWN BY: !� CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AREsF ��1a�a SHEET NUMBER: CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �'Ok �P�� AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE OFESSIO� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF , Al 0� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �0 1. AF&PA WOOD FRAMED CONSTRUCTION MANUALWFCM ( ) W/,el DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such m ©KEHL-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 0 r,, r U] E r%%•!LLI!I — _, �al��I G;h I• - -- — tet, BENE DESIGN ASSOCIATES c residential & commercial design . consulting P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonrne.net �^ 7 Kehl Design Associates,LLC®formerly D A K Associates,LLC %� r/��/�%la��/....f,,:°/i/'/rte,. .,y:-,: /,ii/r' ,�iir.oiirr rii"ir•r'r:,•.' OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: o © Tub L 0Guest ® Bathroom N - , Bedroom � Master IL 92N N Bedroom WORK NOTES: SD SD 9 N N O 4 L� L� SD °� Oxo 2)1'�x9�° LVLT Flush Beam OT F® o 32 x32" Col"MISTRUCTIOINJ i Access © L(D O V< USE UNLESS Master CERTIFIED BY A WI 1 CLBathroom PROFESSIONAL y i ENGINEER Bedroom , Void or U U CLao N N I o+ Possible Bench Closet CL _ _ — _J cQ N S =PROJECT: JOKES GAZZA ESIDEIN'CE 1500 BEEBE DRIVE, CUTCHOGUE, NEW YOR C SCTM 9 1000-103-3-4 DRAWING TITLE: SECOND FLOOR REFLECTIVE CEILING PLAN- AS NOTED SCALE: 1/4"= V-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORWALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DA-1 E: October 11, 2016 -OF NIC PROJECT N0: �. �N O, rq� 1007-2017 DRAWN BY: y - * BDK NECKED BY: ry lit DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ��, = �� SHEET NUMBER: P R NDEFEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UF� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FES St �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. /114 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) � 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization 513DOB NUMBER: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KEHL-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. i Mii Q�—qj F KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbr16549optonlinexet Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: 1 - 1 1 Ih I I I I I Tub III I l i III I I i�� Guest it Iii i 1 � II CSL 1 1 ��llBathroom��J� I l Bedroom U i — — — — — — — — — — — — — — — — — — -� IN I IIII I "CIL I ' Master I r _ JLLJ L "h _ _JII Bedroom IIII I l I I 1 :WORK NOTES: IIII II �� SD I 1 I I II _ fl II I FT I I \ �L_ ilk I I 1 1- - - - - - - - - - - - - - — — — — I I I I 1 r- - - - - - - - - - - - - — z — � I I (— ��-1 � — II 1 32x32 I - - - - - - I G% I — I _ I 1 I Attic 1 �� ;� 1 CONSTRUCTION I I I Access L _ _ J I I T _�� I I I I I t.�dfCer Header � USE UNLESS Illi � � - - - �i i1 I II \ I I I CERTIFIED BY II i FF T — i I I WI / CL I o \ i I PROFESSIONAL 1111 11 I I — — � II JI Ma ter - - I I I �I� 1 i ENGINEER Bedroom II I I � -111 ► I Bathroom 1 1 IIII Ih I Ir — � — � II I itCL 1 _ - - - - - - I I II — Vo�dorI I I I I I 1 Possbl Bench 3'; set I I 11LLI y I CIL I 1 — — — 1 '— — _ - - — - 1 — J J I I II I I I f� � — _ — 1„ 3„ 11 ARafters �� U 1 II I I I 1 1 I F1I 1 2x6 Rafters @ 16°oc. 1 I 11 I II - - - - - - - - - - - - - - - - - - - � J- _J J - - LL PROJECT: I I I I I I ' J ES : GAZZA - - - - - - - - - - E iDECE L - - - - - - - - - - - � 1500 BEEBE DRIVE, CUTCHOGUE, NEW FORK SCTfA # 1000-103-3-4 DRAWING TITLE: ROOF PLAN_ AS NOTED SCALE: 1/4"=V-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIDN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVSION TO THESE PLANS. SEAL:: DATE: OF NEW October 11, 2016 O PROJECT NO: Os $,q'Q,p�� 1007-2017 DRAWN BY: " BDK n4 � NECKED BY: DESIGN I IA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2017 UNIFORM CODE SUPPLEMENT. T COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AREn8186� � SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 'O�i'pFESJ10NP�'� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) S�7c��/� DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL°DESIGN°ASSOCIATES,me 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. .. J❑J a i, H L❑t KEHL DESIGN ASSOCIATES �c �I I��I 11 LI ISI ILEI I�II_II residential & commercial design . consulting 1 UL LLL1 LLLI � IIIIIIIIIIII P0.BOX 1675 phone: 1631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC®formerly D A K Associates,LLC i-rrrr-r— i� OWNERSHIP & USE OF DOCUMENTS: IT 11 1 These drawings and specifications including the o ideas, design and arrangements represented F121- therein, are the property of KEHL DESIGN u 1 ASSOCIATES, LLC. No part thereof shall be - 1111 11 1111 11 1111 11 El EU 1711:1 F= F F1 copied, disclosed to others or used in connection with any work or project other than for which -110 they have been prepared without written consent. I NH111 LL11 L�L1 L I ILTLll 111LLL11 REV: iLL1LLLLJIL I LI III L I I I L ISI I_I I f —LLW L111T1 1J1❑ LJ I Ill Lll U II H U II U U ILM-LI aU D L-U-J1 LALLUT N �iN LLn I ' � - El o 'fD AW 51 AW 51 PAW 51 =1 nil =1 i' ED HE L - L WORK NOTES: FRONT___(EASTERN ) ELEVATION_ a SCALE: 1/4"=V-0" NOT r O R CONSTRUCTION! USE UNLESS CERTIFIED BY PROFESSIONAL 11—urill fill 11 fill 11 lilt I liffil fill 11 IIIHJ 111 [111 111111 HHII 111111 11 fill I 1 11 IT IT 11 111111 111111 111111 1111 11111 IIH 11 111111 111 IIHII ILIHII IIIIJ11 IIIII fill 11 111111 Illill 111111 fill 11 fill 11 fill 11 111 ENGINEER 11 1111 if 111111 111111 1111 111111 111111 1111111 11 11 111111 111111 11 IT 11 111111 111111 I 1 11 111111 Id U 11 11 If 11 111111 111111 11 If III 11111 fill 11 11 fill fill 11 fill 11 111111 LIIJII 111111 fill 11 HIT If 11 If 11 11 11111 1 11 If 11 1111 11 1111 11 if 11 11 1111 111111 fill 11 111 H 1111 111111 11 It 11 111111 HII 111111 111111 111111 ld [III 11111 1 ITII 1111 11 llltll 111111 111 I IIIIII fill 11 111111 IIJ 11 fill 11 fill 11 Hill 11 111111 111111 1 1111111 111111 ILILI.11 ill 11 111111 11))) fill ill I 1 11 ill] 11 111111 111111 ill 11 fill 11 1 11 111111 111111 111111 1111 if 1111 11 11 11 111111 fill 11 111111 IT IJ 11 LI I 1 11 111111 111111 1 111111 fill 11 111111 111111 111111 111111 111111 111111 Ill] 11 fill 11 fill 11 111111 111111 11111 fill fill 11 111111 Jill 11 liltil ill] 11 111111 Ill] 11 ILIH 11 1111 11 If I 111 11 IT 11 111111 1111 11 11 HIT 11 1111 11 If 1111 11 if 11 111111 111111 11 if 11 11 1111 11 if 11 111111 11 If 11 111141 1111 11 111 -"Jill] 11 fill IIIIII 111111 11 11 HIT 11 ill 11 1111 if 111111 111111 111111 1111 11 111111 111111 1111 11 111111 IT IT 11 1111 11 11 Ill 11 111111 1IT'"JIT"JIT"J 1 11 If 11 11 if 11 11 It if 11 IT 11 If 1111 1111 11 111111 111111 111111 11 fill 111111 11 if 11 111111 11 11 11 if 11 1 1111 1111 11 11 IT 11 111111 111111 111111 111111 1111 11 1111 1 1 PROJECT: 1 1111 11 11 H 11 11 11 11 1111 11 1111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 11 11 ❑ ISI �- ❑ A 51 f n'ill I IIIJIl 111111 111111 111111 111111 111111 111111 Ill TIl 111111 IIITI --- �� I111111 111111 111111 111111 111111 111111 111111 111111 II1TII Ill IIITI1 IIITII 3046* 3046* 3046*111111 IIITII 111111 HIT 11 IIITII 111111 lilt 11 IIITIl 111111 3046* 3046* 3046* -- JU" ' ES & : ZZAvwo 11 11 IT 11 111111 111111 11 IT 11 11 IT 11 11 It 11 11 It 11 11 IT 11 11 If AM111111 111111 111111 111111 111111 11 ITIl IIITII 111111 Ill -1 11 111111 111111 111111 111111 11 IT 11 11 If 11 11 It 11 11 It 11 11 N 00 111111 11 IT 11 111111 111111 IT 1111 H 1111 IT 1111 EE C '- �a SUNSETTER AWNING 20' WIDE X 11'-8" OUT FROM THE HOUSE 15O® B E E�E DRIVE, .` I Jill 11 U U 11 Ill 11 JIUII HUII 111 Jill 11 1,11111 111111 111111 HIIII 1] - 11 111111 IIITII 11 IT 11-11[111 JIM JIJTJI JIM41[p��JIT"JIWWT[[?jjl�� 14 N -- JIITTI TCHOGUE, KIEW YORK ❑ ❑ u SCTM # 1000-103-3-4 ;DRAWIING TITLE: CX1 5L* CX1 5R* CX1 R* 3046* 3046* 3046* 3046* 3046* FWGP9 11L - _ ELEVATION -- - AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OF OPT REAR (WESTERN ) LEVATION October 2016 hdEw ,�� r0 PROJECT N0: C) ap'f 1007-2017 SCALE: 1/4"= 1'-0" DRAWN BY: 7k B D K 41µ � o NECKED BY: DESIGN CRITERIA AN CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITFTHE 2017 UNIFORM CODE SUPPLEMENT. c-.:��,� C COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �� 0,1£'6$ �� sHEET NUMBER: � AS AN ALTERNATIVETPROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PE S1 LIMITATIONS OF THE-HIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF / A201THESE STANDARDS, HIE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FR4ED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization 5"/3--.:V/ PRESCRIPTIVE METOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C ,.DESIGN-ASSOCIATES,uc 3. ICC STANDARDS)N THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. q Z KEHL DESIGN ASSOCIATES, residential & commercial design * consulting J I LlLii PO.BOX 1675 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@opfon1r)e.nei Kehl Design Associates,LLC o formerly D A K Associates,LLC (-)WNLkSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection C) with any work or project other than for which they have been prepared without written consent. REV: —110 2846- FE-11 F0 ------14- WIORK NOTES: RIGHT NORTHERN ) ELEVATION SCALE: 1/4" 1'-0" NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER EEPROJECT: 3046* 3046* 3046* 3046* G I I T I I I I I T I I I I I T I I I I I T I I I I I I I I 11 IT 11 11 It 11 111111 11 IT 11 11 IT JUBIE S 1`00 R E 013"ho I EI I T 1500 BEEBE DRIVE, El CUTCHOGUE, NEW YORK F-1 AVh51 3046* 1 3046* SCTM # 1000-103-3-4 DRAWING TITLE: ELEVATION AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Of THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � LEFT (SOUTHERN ) ELEVATION ,SEAL: DATE: October 11, 2016 SCALE: 1/4" NEW PROJECT NO: 0 �v V-0" 0 1007-2017 DRAWN BY: BDK CHECKED BY: DESIGN CRITERIA A�i 1 CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL (1) COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE - SHEET NUMBER: CODE UPDATED WITITHE 2017 UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT x, 081 P'C8 AS AN ALTERNATIVEO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FE S1 LIMITATIONS OF THEHIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,`IE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE X1.202 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FR4ED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AISI STANDARD F; COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE MEI)D FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such T)KEHL-DESIGN-ASSOCIATES,ur 3. ICC STANDARDSN THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. /;/il.,z;,.,ii:,,,..;Li': <�r..;i�//ii;/.✓ i.;? :{:,- ;y IV KEHL DESIGN ASSOCIATES Lw residential & commercial design . consulting PO.Boz 1615 phone: (631)433-9084 Southold,New York 11911 E-Mol: ssbn654@optonrir)e.net flew Ridge Vent Simpson Hurricane Stropping New Ridge Vent Kehl Design Associates,LLC o formerty D A K Associates,LLC Hew 13a"x94'" LVL Ridge 11-1 New2x6 Rafters New 14"x9z" LVL Ridge � ? %%/%/" � / / New gs" Simpson Hurricane Strapping CDX Roof Sheathing OWNERSHIP & USE OF DOCUMEN f S: Simpson Hurricane Strapping - New 2x8 Rafters These drawings and specifications including the New 2x8 Rafters - i6 oc. New Ice and Water Shield - 16 cc g p g New g" CDX Roof Sheathing New " CDX Roof Sheathing ideas, design and arrangements represented New GAF Architectuel Roof Shingles New Ice and Water Shield therein, are the property of KEHL DESIGN New Ice and Wafer Shield ASSOCIATES, LLC. No part thereof shall be New GAF Archltectual Roof Shingles 20 Supports @16" cc, New GA-_ Architectuol Roof Shingles 20 Supports @16" cccopied, disclosed to others or used in connection with any work or project other than for which 2x10 / 2X4 Strongback 2x10 / 2X4 Strongback they have been prepared without written consent. 91 �" CDX Sheathing /—"" CDX Sheathing / REV: 2x8 - 16"oc. X8 - 16"0c.1 2x8 - 16"oc. 2x8 - 16"oc. -000 N 2x8 - 16"oc. New 1x8 Azek Fascia's R-49 Insulation R-30 Insulation R-49 Insulation New 1x8 Azek Fascia' R-49 Insulation R-49 Insulation R-49 Insulation New 12" Beaded Azek Vented Soffits R-19 Insulation New 12"Bended Azek Vented Soffits (2)2x6 Top Plate (2)2x6 Top Plate s 2x6 Studs - 16"oc' �" COXXExterorsShea6thng �+ g CDX Exterior Sheathing �� R-21 Insulation Bathroom Hall Walk-fin Closet �,� R-21 Insulation — New Grace House Wrap or Equal R-21 Insulation Bedroom Bedroom New Grace House Wrap or EqualR-21 Insulation New Hardi-Plank Siding New Hardi-Plank Siding i New 2x8 Rafters " CDX Subfloor " CDX Subfloor 3" CDX Subfloor 3" a a 4 CDX Subfloor New g" CDX Roof Sheathing New Ice and Water Shield New GAF Architecfual Roof Shingles TJI230 X 91" Floor Joists @ 12 oc. TJI230 x 9 Floor Joists @ 12 oc. 14"z 9 LUL Box Beam �- — — — -r .— — — — — — — TJI230 x 9 Floor Joists @ 12 oc. TJI230 x 9Floor Joists ®12'oc.— — R-30 Insulation R-30 Insulation R-30 Insulation (2)2x4 Top Plate — — — — — — New 1x8 Azek Fascio's 2x4 Studs - 16"oc. R-30 Insulation R-30 Insulation R-30 Insulotion New 12" Beaded Azek Vented Soffits R-49 Insulation�� / See Beam A301 �"CDX Exterior Sheathing New Grace House Wrop or Equal (2)2x6 Top Plate Closed Cell S ra Foam 3.5"= R-21 2x6 Studs - 16"oc, � I p y ( ) New Hardi-Plonk Siding e" CDX Exterior Sheathing III 0J Master � Foyer 3WORK NOTES: �� Livm Room ming nom New Grace House Wrap or Equal I Closed Cell Spray Foam (3.5"= R-21) New Hardi-Plank Siding R-21 Insulation) l(II Bathroom Master Bedroom W a VIII Azek Railing or Equal Match Existing Subfloor Match Existing Subfloor 2x10 ACO Blocking Match Existing Subfloor a"x 6" Trez Decking or Equal 2x10 ACQ Box Beam 2x6 Shoe Trex Skirt Board 2x10 ACQ Blocking 2x8 Box Beam EX. 2x8 Floor Joists 0 16" Ex. 2x8 Floor Joists @ 16 . (2)2x10 ACQ Girder (2)2x10 ACQ Girder Ex. 2x8 Floor Joists @ 16"oc. Ex. 2x8 Floor Joists @ 16 oc. Pitched Header Ex. 2x8 Floor Joists 0 16"oc 2x6 ACQ SIII Sistered with 2x8 Floor Joists @ 16 oc. istered with x Floor Joists s c Ex. Anchor Boli New R-25 Insulation ACQ 6x6 Post ACO 6x6 Post R-25 Insulation R-25 Insulation NOT FOR R-25 Insulation Ex. (3)2x8 Girder Simpson 6x6 Post Anchor Simpson 6x6 Post Anchor R-25 Insulation CONSTRUCTION 2" PC. Slab Crawl Sistered with (i)1�"x 9�° EX. raw Grade 8" CMU. Foundation LVL on Each Side. Thru Ex Crawl Grade Damp Proofing Space Bolted 2'-0•oc. w/" bolts. Space Ex. Basement Ex. Basement Grade I Ex. Basement Ex. Basem Space USE UNLESS Grade i� 'x18" Anchor Bolt g"x18" Anchor Bolt CERTIFIED BY Ex. 3z' Sfl. Col. Rebar Rebar Ex. 32"' Stl. Gal. 2x Keyway PROFESSIONAL 12" Canc. Filled Sonon a Tube 12" Conc. Filled Son a Tube Ex. 16"x8" Conc. Ftg. Min. Ex. 4"PC. Slab Ex. 4"PC. Slab12" Thick Footing 12" Thick Footin Ez. 4"PC. Slob Ex. 4'PC. Slab ENGINEER 3'-0" Below Final Grade 9 Ex. 2'x2'xl' (4) #4 Rebar Equally Spaced E.W. (4) #4 Rebar Equally Spaced E.W. Ex. 2'x2'xl' Conc. Ftg, Conc. Ftg. CROSS SECTIO__N ( A '- CROSS SECTION SCALE: 1/4"= 1'-0" �3 J01 SCALE: 1/4"= 1'-0" 301 PROJECT: JO SGA= NOTE: GIRDER TO BE ESQ ECCE GLUED AND SCREWED 1500 BEEBE DRIVE, AS PER MANUFACTURES CUTCHOGUE, NEW YORK SPECIFICATIONS ' SCTM # 1000-103-3-4 DRAWING TITLE: 2X6 SHOE AS NOTED 13"x 118" LVL 13"z 18 LVL 3° NOTES: ' CDX Wall Sheathing a CDX Girder Packing THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE CDX Girder Packing PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SDWS2280ODB FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE TIMBER SCREWS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SDWS22800DB SEAL: DATE: TIMBER SCREWS October 11, 2016 OF NEWyo PROJECT NO: 14"x 118" LVL ' C:b O. Bq,Q 'pf- 1007-2017 DRAWN BY: BDK :CHECKED BY: DESIGN CRITERIA AN CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL �`2 �" e`� ' CODE UPDATED WITI THE 2017 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SOA 08186a LIMITATIONS OF THETHIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R�FESSt00 BEAM THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A301 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SCALE: 1/4"= 1'-0" 301 1. AF&PA WOOD FRMIED CONSTRUCTION MANUAL (WFCM) ,S./3��/C�' 2.AIS1 STANDARD FR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF � PRESCRIPTIVE METO® FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p IEEI,.DESIGN•ASSOCIATES,uc 3, ICC STANDARDSDNI THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.