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HomeMy WebLinkAbout44677-Z QUO U&F�l'fCpG Town of Southold 12/9/2020 3a P.O.Box 1179 0 C* T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41655 Date: 12/9/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 375 Kayleighs Ct, East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-16.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fled in this office dated 2/4/2020 pursuant to which Building Permit No. 44677 dated 2/7/2020 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: one family dwelling with unfinished basement, covered front porch and rear on grade wood deck as applied for. The certificate is issued to Port of Sag Hbr Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL Ref. #20-00071 12-9-2020 ELECTRICAL CERTIFICATE NO. 44677 11/23/2020 PLUMBERS CERTIFICATION DATED 11/24/2020 W' iam Spoo Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o 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#: 44677 Date: 2/7/2020 Permission is hereby granted to: Port of Sag Hbr Inc 360 Sebastian Cove Rd PO BOX 51 Mattituck, NY 11952 To: demolish and reconstruct a single-family dwelling as applied for per SCHD certification. At premises located at: 375 Kayleighs Ct SCTM # 473889 Sec/Block/Lot# 31.4-16.8 Pursuant to application dated 2/7/2020 and approved by the Building Inspector. To expire on 8/8/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,338.40 CO -RESIDENTIAL $50.00 Total: $2,388.40 Buil ing ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY djy L Sb 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.0 Date. 7,/////�� New Construction: /Old or Pre-existing Building: ,Q (check one) (� Location of Property: 3�,j/�C�y ���1 House No. ,Street Hamlet Owner or Owners of Property: Suffolk County TTax Map No 1000, Section Block Lot ZZ Subdivision �!logwr A�O°,ar Filed Map. 7 a. o Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ � ���, fle' (XI �cJo c Applicant Signature oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® iQ sean.devlin(a)-town.southold.ny.us C UM,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Port of Sag Harbor Inc Address: 375 Kayleighs Ct city East Marion st: NY zip: 11939 Building Permit# 44677 Section- 31 Block 4 Lot. 16.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ridge Hampton Electric License No: 31660ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 97 Ceding Fixtures 18 Bath Exhaust Fan 5 Service 3 ph Hot Water 40Ax3 GFCI Recpt 13 Wall Fixtures 25 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 98 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceding Fan 2 Combo Smoke/CO 13 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 54 4'LED Exit Fixtures Pump Other Equipment DW-2, Fridge-2, W/D, 42 Circuit Main Panel, 30 Circuit Sub Panel, Gas Oven, Hood, Central Vac Notes* New House Inspector Signature: �^ Date: November 23, 2020 S.Devlin-Cert Electrical Compliance Form.xls r3f SQv'6 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11790 ! Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICA TI.O_N NOV 2 5 2020 nth�-S•-1.1!_:.145,1..0 `i.. 11--�'�-�9 / Date: - A F Building Permit No. tz,, 2 // Owner: (Please print) Plumber: -201?/!/�%- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. A- A (Plumbers Signa e) f Sworn to before me this day of 7 20 �Z- ROBERTA MAZZAFERRO - - NOTARY PUBLIC-STATE OF NEW YORK NO.01 MA6207376 QUALIFIED IN CUNTY COMMISSION EXPIRE S OLK JUNE 15,20:21 Notary Public,_S'U / __ __County, f4 - (o -SOF SOUjy # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , ` -r UNDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND- [ ] INSULATION/CAULKING :FRAMING/ TRAPPING [ ] FINAL [ ] "FIREPLACE & CHIMNEY' J [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ,] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PREIC/O c REMARKS: 0�44'T_D fVs DATE ?? INSPECTOR �� �O�aOf SOOlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND _ INSSULATIOWRCO.LKMG f ] 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 (13 INSPECTO ---- ----- - ------- �OE 0 lyo # TOWN OF SOUTHOLD BUILDING DEPT'. 765-1802 INSPEC 10 FRUNDATION 1ST [ H 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: �✓ to VAZ DATE INSPECTOR V. �4D of souryo W 1�� # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INS-PEC O-N FOUN DATION 1 ST - [ ROUGH PLBG. DATION 2ND [ ] INSULATIOWCAUtKING ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O aARKS: c� DATER aqf so L446 7 3 75 KAYLE4 4 ks (,27- * * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�`' 765.1802 INSPECTION [ ] FOUNDATION 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: DATE -INSPECTOR OFSOUTyOIo 11 * * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION- , [ ] FOUNDATION 1ST [ ] " OL PLBG. [ ] FOUNDATION 2ND [- INSU ON/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 INSPECTOR �apF SOUjHO 7 -6'7s�' # # TOWN OF SOUTHOLD BUILDING IYEPT. 765.1802 INSPECTION e' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � 1 ] CODE VIOLATION ] PRE C/O REMARKS. - i6ead 60 I4 hfA 0*2Z 1vt / o / 3 V` ® h e st Le-,-w 1V)a e LM Sftte U10 16 AIAIA � � �S � ti tj 0-14ci 4e ov team hVIA _0 I , DATE 0 INSPECTOR it LA bm77 ��7.�' XA hof pF SO//T # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST v [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: f2 DATE INSPECTOR �rn ''I W laF SOUTyo V`� do �o # # TOWN OF SOUTHOL BUILDINGDEPT. 765-1802 y INSPECTION [ ] FOUNDATION 1 ST . - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ "] I LATIOWCAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: oo✓CIA. lov� .� imDATE o / INSPECTOR .00 g SOGT,yolo H � 67-7 — * # TOWN OF SO UTFfOD BUIL NG D co 765-1802 -1 INSPECTION [ ] FOUNDATION 1 ST- j ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NZ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t�l T,_cr,k� a U,r � on_�L � DATE INSPECTOR Da) COUNTY OF SUFFOLK( D E C - 9 2020 BRING DEFT. TOWN Ol+SOITHOLD STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner December 9, 2020 William Spooner Q P.O. Box 51 Mattituck,NY 11952 Reclaim Our Water SANITARY REPLACEMENT/RETROFIT ACKNOWLEDGEMENT HOMEOWNER: Port of Sag Harbor,Inc. ADDRESS: 375 Kayleighs Ct. East Marion, NY 11939 SC Tax Map Number(s)of the Property: 1000-31-4-16.8 SHIP Reference Number: 20-00071 Please be advised that a licensed liquid waste contractor has completed a sanitary system replacement/retrofit at the subject site in accordance with the Suffolk County Department of Health (SCDHS) Standards for Procedures for the Replacement and Retrofit of Existing Sewage Disposal Systems for Single-Family Residences and Other Than Single-Family Residences. If you have any questions or comments regarding this installation please call 631-852-5459. Sincerely Craig Knepper, P.E. Principal Public Health Engineer, Chief Office of Wastewater Management DIVISION OF ENVIRONMENTAL QUALITY PublicHea Ith 360 Yaphank Avenue,Suite 2B,Yaphank NY 11980(631)852-5750 Fax(631)852-5760 Pre.enr.Promote Frorcc. CALL US:631.398.6906 a� EMAIL US:michael@greenguru.org WEB US:www.areenguru.orq MAIL US:12 Arbutus Ct,Greenlawrn, NY,11740 Careen Guru,LLC,BERS Raters Green Guru, LLC Blowier Door Air Leakage Test Form, 2018-IECC/NYECCC 2020 Version 2019.07.01 Date: 10.24.2020 Clients: Port of Sag Harbor, Inc. CC: Property Address: 375 Kayleighs Court, East Marion, NY, 11939 Cubic Volume Served: 67,336.12 2015-IECC R403.3.4 allowed total leakage: 3 ACH50 2015-IECC R403.3.4 Prescriptive cfm: <3,336.81 cfm 2015-IECC R403.3.4 Total measured cfm: 2,578.68 cfm Test PASS or FAIL PASS jq�� -�,,�� �� 9V, ).,A D�,� Certified RESNET Rater Name: Michael Catalano K. Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 Notes:Test Conducted Per 2018 IECC 403.Blower Door Testing(Mandatory)-Post Construction Blower Door Test conducted with all Wall Finishes Completed. 3 P... .- rV !' j r (Green Guru, LLC)by. Client by: g Sign: Sign: Name: Name: Michael Catalano �i wz� t�af✓� �' LIABILITY DISCLAIMER ADDITION- Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and orfield test. While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers. Builder/ContractodOwner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATIONTm-1993-2023 Version 20190101.Mailing Address-12 Arbutus Ct.Greenlawn,NY,11740 t t • • • � COMMENTS L � joww�olw, am,m rL m," FOUNDATION 1 � • • 1 r?,71ifilik T v - , OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST /�OWN UILDING DEPARTMENT Do you have or need the following,before applying? OWN FALL Board of Health 4�1 SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval MIf FAX: (631) 765-9502 Survey _ South oldtownny.gov PERMIT NO. 77 Check Septic Form -� N.Y.S.D E.C. Trustees A14 ' C.O.Application Flood Permit Examined 2026 _ ` ` ; 's Single&Separate - Truss Identification Form Storm-Water Assessment Form EB '" Q 2020 Contact: 411l1i0U„ _ /,Imd��r�► 1%Q Approved All 20;0 Mail to: Lam, ' Disapproved a/c Phone: Expiration ,20 —4 Building Inspector APPLICATION FOR BUILDING PERMIT 3 2019 Date /01 '1"3Z , 20 INSTRUCTIONS a=-This applictii5ni 4 UST 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. Up�n 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. 57 (Signature of applicant or name,if a corporation) 1-17 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner-of premises (As on the tax roll.or atest deed) If applica is corporation, s' natu e f duly authorized officer (Name and title of corporate officer) Builders License No:.� - > f• Plumbers License°'No.' SCJ, �z'PJ/1�1� Electricians License N�. Ir `'`' •. 4c �� Other Trade's License No. All I 1968 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block o y Lot A�, 8 AdT ;L1 Subdivision 111a, A01 "ObS Filed Map No. ✓ Lot J 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy 7A b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostA5—Loro- &y Fee �(To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwellin units on each floor aL If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. J� 7. Dimensions of existing structures, if any: Front Rear �® Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �� Rear Depth V0 //01%ight _ K Number of Stories / 8. Dimensions of entire new construction: Front _ {F. Rear Depth a 7-g YkA NaP'g Height Number of Stories Ju .� - 9. S.ze of lot: Front '� Q 0/• 02 Rear / �12'/f Depth 10. Date of Purchase 0 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_�_L 13. Will lot be re-graded? YES NO__PWill excess fill be removed from premises? YES NO 14. Names of Owner of premises/Qo�e�' 6A'Sti'4 l#A dd� ,'4"X91 � ���0��Phone No. Name of Architect Address Phone No Name of Contractor ei 071- &I delcai-c Address.65V-,ri AA,07iTa& Phone No. 0j'/ O-077I 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES N * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point-on property is at 10 feet or below, must provide topographical dV survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Naive of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc) i;ONNiE D.BUNCH yy of said owner or owners, and is duly authorized to perform or have performed the Ag1vr%iPibq& i38'& fiT'this application; that all statements contained in this application are true to the best of his knowledge avAlhiiAlfil"dvi"­rkilLI-e performed in the manner set forth in the application filed therewith. Commission Exnlrac Am, r� Sworn t before me th' cp-)( day of 20� {nomL, E) v r Notary Pu is Signature of Applicant _ � . A|_-�/)_ ��y} /�> n� �m � �o�� ' �- ��~—° Mailing Address: �o f��u� 631-901-7p73 95 Krug Place �Im��m� otmai|.cnm Mineola,Y�Y 11501 "151 lill!Michael Verity, Chief Building Inspector � � ^ ` ]8N � M �O�0 AnnandaNunamake� �ansExann�ar ~~'` " " �"�" Town nfSouthold Building Dept Southold, N.Y. 11D58 - ' RE 379KnyaighCourt, East Marion, N�� l1939 ' Greetings: This letter, and accompanying attached paperwork,will serve as documentation that the septic system attheaboveneferancedresdencehaybeenup8mdedtocomplywitbSufho|kCountyDepmrtmentOf Health Services regulations and I have affixed my seal hereto attesting to same. 1. Rump out and removal ufold 1000gallon tank. 3. Installation ofnew 12SO8aUoncylindrical tank. 3. Installation mfnew piping between house,tank and cesspool. ` EW NP � ' � ` ' Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Leave blank any items that are not applicable to the installation Health Department Reference Number: /oti O 2�6 — �)d /S Suffolk Tax Map#:Dist: Sect(s) e�/ 131k(s) Lot(s) . 0 _ Project Name or Addre s: /rl Z--f ' / �` S� ,' fc5 . Applicant's Name: ® Zs/ �✓='� Date of System Installation: /- 2t5—�,O Sketch below the measurements from building I/A 0WTS TREATMENT UNIT corners to the access covers/ports of disposal system, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): Material: [] Concrete [] Fiberglass/Plastic SEPTIC TANK B Volume(gallons): 7 .SO r Material: Concrete [] Fiberglass/Plastic Shape: [] Rectangular [ Cylindrical Top: [ ] Slab Traffic Slab [] Dome Name of Tank Manufacturer: z DISTRIBUTION LEACHING POOLS(I applicable)Number of Pools U l !� PUO/- Diameter and Effective Depth /� aTop: [],Slab [] Traffic Slab [] Dome /�Name of Precast Manufacturer: / /l LEACHING POOLS/GALLEYS el7 U Total Number of Pools/Galleys NoT apL f dAzz Diameter/Dimensions and Effective Depth Top: [] Slab [] Traffic Slab [] Dome []N/A Name of Precast Manufacturer: OTHER LEACHING STR UCTURES Make and Model (if applicable): Total Linear Feet of Leaching Structure(s): COVERS AND LIDS In talled covers comply with current standards(secondary safety device installed if cover weight less than 601bs.) Yes []N/A hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards of the Suffolk County ent of Health Services;and any and all mechanical/electrical components have been tested and are operational. Installer's Signature: Date Installer's Name: z Y14117-?,Io�l Company Name: 57 ��� `.P�JZ*:S Phoney✓'/Pee V—etF691— Company Address: Consumer Affairs Liquid Waste License Number and endorsement(s): THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER WWM-078 (04/18) ° Suffolk County Department of Health Services - Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)552-5700 OR HealthYAVM@suffolkeountyny.gov j CERTIFICATION OF SEWAGE DISP®SAI., SYSTEM ABANDONMENT Health Department Reference Number: /A<& a Suffolk Tax Map#:Dist: j ZW Sect(s) 3/ Blk(sV�/ Lot(s) Project Name or Address: S . ,I.C-;j011'1 G j- Subdivision Name&Lot # / Applicant Name-.4 me,?� E✓ 1""/� I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2. If`'liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to'an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items#2 and #3 were repeated until all parts of sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of- First tank/ l �A�Az_ feet diameter feet deep' precast ( )block ( )other lono QAJ First overflow pool feet diameter feet deep( )precast ( )block ( )other Next overflow pool feet diameter__feet deep( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other__ Company which pumped out sanitary system if different from certifying company: Name of Company: F v,�/1S Address:_ Consumer Affairs Licgi'se Number: Contractor Signature: _,.._-- --"' Date "r Print Name/Company:S,cven M Mezymcski Inc. Phone 631-204-0001 Address:110 N Magee St Southampton NY,11968 Consumer Affairs License Number: 31790-Lw This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) I Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 - (631)852-5700 OR HealthWWM®suffolkeountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Leave blank any items that are not applicable to the installation Health Department Reference Number: R10-00-0151 Suffolk Tax Map#:Dist: 1000 Sect(s)31 131k(s)Q4 Lot(s)16.8 Project Name or Address: 375 Kayleigh Ct East Marion NY 11939 Applicant's Name: Port of Sag Harbor Inc. Date of System Installation: 1-28-20 Sketch below the measurements from building .UA OWTS TREATMENT UNIT corners to the access covers/ports of disposal system, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): NA Material: [] Concrete [J Fiberglass/Plastic SEPTIC TANK Volume(gallons): 1250 rC[2 J�` M,3 Material: [x] Concrete [J Fiberglass/Plastic # Shape: [] Rectangular [xJ Cylindrical Top: [] Slab I] Traffic Slab [J Dome DEC - 3 2020 Name of Tank Manufacturer: DISTRIBUTION LEACHING POOLS(If applicable) BUILDING-DEVA-10 Number of Pools use Exist Pool T OWI Nq C)7 sGU7,iFOLD Diameter and Effective Depth Top: [] Slab [] Traffic Slab [] Dome Name of Precast Manufacturer: LEACHING POOLS/GALLEYS Total Number of Pools/Galleys NA Diameter/Dimensions and Effective Depth Top: [] Slab [] Traffic Slab [] Dome []N/A Name of Precast Manufacturer: OTHER LEACHING STR UCTURES Make and Model (if applicable): Total Linear Feet of Leaching Structure(s): COVERS AND LIDS Installed covers comply with current standards(secondary safety device installed if cover weight less than 60lbs.) [> Yes []N/A .1 hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards ofthe Suffolk County Department of Health Services;and any and all mechanical/electrical components have been tested and are operational. �/�,g Installer's Signature: 1�,� ' Date 12-3-20 Installer's Name: Steve Mezynieski Company Name: Steven M. Mezynieski inc. Phone 631-204-0001 Company Address: 110 N. Magee St. Southampton NY 11968 Consumer Affairs Liquid Waste License Number and endorsement(s). LW-31790 THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER WWM-078 (04/18) �2 16` 38 =Y ? Yll } Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: Suffolk Tax Map#: Dist: 1000 Sect(S)31 Blk(s)04 Lot(s)16.8 Project Name or Address: 375 Kayleighs Ct Subdivision Name&Lot# Applicant Name:William Spooner I HEREBY CERTIFY THAT: 1 r. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler, AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items #2 and #3 were repeated until all parts of sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the,sanitarysystem abandoned consisted of- First fFirst tank/pool feet diameter feet deep (,/)precast ( )block ( ) other 1000 gallon rectangular First overflow pool feet diameter feet deep ( )precast ( )block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block ( )other Company which pumped out sanitary system if different from certifying company: Name of Company:N/A Address: - - ' - --- - - - Consumer Affairs License Number: Contractor Signature: Date 2/5/20 Print Name/Company:Steven M.Mezynieski Inc. Phone 631-204-0001 Address:110 N.Magee St.Southampton,NY 11968 Consumer Affairs License Number: LW-31790 This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead, provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) Suffolk County Department of Health Services 2a ! Office of Wastewater Management 360 Yaphank Avenue,Suite 2C { Yaphank,New York 11980 -' DEC - 3 2020 (631)852-5700 OR HealthWWM@suffolkcountyny.gov - T, CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABAOl Health Department Reference Number: Suffolk Tax Map#: Dist: 1000 Sect(s)31 Blk(s)04 Lot(s)16.8 Project Name or Address: 375 Kayleighs Ct Subdivision Name&Lot# Applicant Name:William Spooner I HEREBY CERTIFY THAT: I.7 The first septic tank/leaching pool,from the foundation,was located and uncovered, AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items'#2 and#3 were repeated until all parts of sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the.sanitary system abandoned consisted of: First tank/pool feet diameter feet deep (,()precast ( )block ( )other 1000 9a"°"rectangular First overflow pool feet diameter feet deep (-.)precast ( )block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block ( ) other Company which pumped out sanitary system if different from certifying company: Name of Company:N/A Address: Consumer Affairs License Number: Contractor Signature: Date 215/20 Print Name/Company:Steven M.Mezynieski Inc. Phone 631-204-0001 Address:110 N.Magee St.Southampton,NY 11968 Consumer Affairs License Number: LW-31790 This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Leave blank any items that are not applicable to the installation Health Department Reference Number: Suffolk Tax Map#:Dist: 1000 Sect(s) 31 Blk(s)04 Lot(s)16.8 Project Name or Address: 375 Kayleighs Ct _ Applicant's Name: William Spooner Date of System Installation: 1/22/2n Sketch below the measurements from building UA OWTS TREATMENT UNIT corners to the access covers/ports of disposal sys em, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): Material: [] Concrete [] Fiberglass/Plastic SEPTIC TANK Volume(gallons): 1200 Gallon Material: [x] Concrete [] Fiberglass/Plastic Shape: [x] Rectangular [] Cylindrical ' Top: [x] Slab [] Traffic Slab [] Dome Name of Tank Manufacturer:Coastal Pipeline products Inc. DISTRIBUTION LEACHING POOLS(If applicable) Number of Pools 1 c Diameter and Effective Depth 8 x 12 Top: [] Slab [] Traffic Slab Dome Name of Precast Manufacturer: LEACHING POOLS/GALLEYS Total Number of Pools/Galleys Diameter/Dimensions and Effective Depth Top: [] Slab [] Traffic Slab [] Dome []N/A Name of Precast Manufacturer: OTHER LEACHI9,G STRUCTURES Make and Model (if applicable): Total Linear Feet of Leaching Structure(s): COVERS AND LIDS Installed covers comply with current standards(secondary safety device installed if cover weight less than 60lbs.) [x] Yes []N/A I hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards of the Suffolk County Department of Health Services;and any and all mechanical/electrical components have been tested and are operational. Installer's Signature: Date 2/5/20 Installer's Name: Steven Mezynieski Company Name: Steven M. Mezynieski Inc. Phone 631-204-0001 Company Address: 110 N Magee St Southampton NY 11968 _ Consumer Affairs Liquid Waste License Number and endorsement(s): LW-31790 THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER WWM-078 (04/18) 5 � 16 96 o .3 , r Scott A. Russell S'7C'�0>R IMM[WAT]Elk- SUPERVISORI��][A\lam A\G]EI��IC]E� r N T SOUTHOLD TOWN HALL-P.O.Box 1179 `�' g 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town oW n of Southold CHAPTER 236 - STORIVIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E,,Site ite preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. L F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT ( rop ty Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. )000 Date District NAME ////// Section Block Lot ""' **** FOR BUILDING DEPARTMENT USE ONLY Contactinformatlon ��'� �J rt.kpna,.v" .i 1 Reviewed By: Date. Property Address % Location of Consthiction Work: VA — — — — — — — — — - — — — 7c/ �/ P/,i l oy-ed for processing Building Permit. - - -yG lam/ water Management Control Plan Not Required. �� water Management Conti of Plan is Required. ard to Engineering Department for Review FORM '" SMCP-TOS MAY 2014 g�1FFrIL��, BUILDING DEPARTMENT- Electrical inspector o`p TOWN OF SfJUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger,richert@town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION Date: p ; REQUESTED BY: �p c Z� �9.� . - �, �d�✓��° i Company Name: Name: �1 /"✓j License No.: email: Address: 'Reg Phone No.: (a - - JOB SITE INFORMATION: (AI( Information Required) Name: Address: 7- Cross Street: Phone No.: , 2 7 O - r B(dg.Permit#: - �{ email:A®•2l-41- '(edy�'L,�+a� <�e Tax Map District: 1000 Section: Block: ,qLot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) A /seal A Ah Circle All That Apply= Final job ready for•inspection?: YES ! N Rough In 4 Do you need a Temp Certificate?: YES /P-09) Issued On Temp Information: (All iriformauon required) Service Size 1 Ph 3 Ph Size: A #Meters. Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground-Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? `E N Additional Information: PAYMENT DUE WITH APPLICATION R-Request for Inspection Form.xis ' 3 0 9.ai BUILDING DEPARTMENT-Electrical Inspector ^ f TOWN OE SOUTHOLD PO Box 1179 Town Hall Annex,- 54375 Main Road = Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 -" rogerrCa7southoldtownny gav_!7!.seand@4southoldtownny.-gov` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: _� �jDil',J �' /G _ _ _ _ -__ Name: - 1 License No.: email: Address: 6z Phone No.: S'S JOB SITE INFORMATION (All Information Required) Address:. S_ - - 11 _ Cross Street: Phone No.: Bldg.Permit#:� � 7 email: ,QIafS�y ovTzoo/� cosi Taxa District: 1000 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Ga,�T /�UcllD Circle All That Apply: Is job ready for inspection?: �/ NO ough n Final -~ Do you need a Tempertificate?: YES /(!.g Issue n Temp Inf6rm tion: (Ali information required) Service Size 1 Ph 3 Ph Size: __ -� -A #Meters Old Meter#,__ ,_,_ New-Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: - - p_AY ItENT DUE.W.I_ThLAPP CAT10hQ.Fl��Ifllcz , - 2020; - - - D O off- �� R�{ �Bt�Fbem.xls W '�R PERMIT# Switches l�k Outlets f- , I GFI's Surface Sconces H H's UC Lts Fans Fridge HW -CII L-- Exhaust Oven �(Jv DryerL/V� Smokes DW Service 2�A Iyu- � Carbon Micro Gener for �j e Combo \� Cooktop raer 1 AC AHS` Mini Special: Comments. 4r �2 4 dC1- ,V w t of F04 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 to Z Southold, NY 11971-0959 Q , BUILDfNG=bEPA1 =TVENT. k NOTICE OF_UTIOZATION OF TRUSS TVP`E.0 RSTRfiJCTION,PRE-EN't-30r FRED-, -�= WOOD CONSTRUCTION`-ANDI.OR.TIMBER CONSTRUCTION rr X�31Z Q K71 Location of Property: P,le"&'take notice that,the;(cli'e'c-applicable r .= New commercatsor:resd`e,"ifial strurtEire:b = ti 1 � v ,: •' _ � , . , �• Addition tb,,p, rig conn ierct`al or residential ;str ct"re . . �. - - x ° Rehabitrta'tian",U an extsf tlgJ 6mmercial or rdside�tial struc�tare `d`..yr,.t�N .J$"Sw,y�`J.� �. e�-sq}i to be con'stc cted orperformed at the.s6bject property refer'e'n`ce a ove�wi(Ertr-All jz (checkapplo0, le): ?�•tt Trust `+k7 construction (TT) construction (,Py ' Pre=en ore, wood, ..Lk.. i;. =�k"°t'f e,`•�+" 'c a��y in th f Ilowing locations) (check applrca(il`e line)' Floor framing, including girders and beams (F) Roof framing (R) falACe -4-2E LdZ 3 Floor and roof framing (FR). �►/L . Signature: - amef(person submitting@vthis form): aci ` (check°ap'plicable li'ne): _ 4 Owner Owner representative �bAr v/sxG TrussReg15.docz Effective`1/1/2015 i N CERTIFIED TO: SCDHS REF# R10—,,,90-0151 SURVEY OF PROPERTY PORT OF SAG HARBOR INC. SEPTIC LOCATION WELL WELL LOCATION A T EAST MARION STEWART TITLE INSURANCE COMPANY BIG OF SOUTHOLD ,C, ,p. BIG APPLE TITLE AGENCY, INC. ,A, ,B.40 14 SUFFOLK COUNTY, N. Y. ST ' 48.1' 47.5' 1000-31-04-16.8 LP 77 4s SCALE: 1'=30 JULY 24, 2019 QED Box AUGUST 13, 2019 (PROPOSED BU/LD/NG) Zg�.52 AUGUST 20, 2019 (REVISE PROP. POOL/GARAGE) AUGUST 29, 2019 (REVISE POOL HOUSE) SEPTEMBER 18, 2019 (SLAB LOCA RONS) BB DECEMBER 2, 2019 (DECK REVISED) �PZl APRON DECEMBER 23, 2019 (PORCH REVISED) 7gQg'40VIE �WCO UD PLAT.UNITS �Ft\J�' NI NOVENBER 18, 2020 (F/NAL) J N POS &W E 40 5. w3 2 GFtP FX W�X�X p N N ILA )C �, DW g7.5' m C) 1 N 444(»>) � T X POOL DW DW 20.1' .7 A WOOD T Q STEP DW O �n W N c0 V 00. 4' GPTE O N RIO p iJ WOOD m O 81W PORCH 4 ' cn m m w ST POOL HEATER ®z POOL ® B; CMF 134.0' ON WOOD PLAT. 1 SN m OL 1400 S N/O/F LOT 2 14.1 15$ 28.0' BB f EAST MARION SERVICE PANEL APRON P a ° N POST & RAIL ® � `-� v SCHOOL DISTRICT FEN. W IRe W pRivEwAY � O � D 3' GATE GFZA\/EL C '(," FR. LP EXISTING p' / GAti'GE SANITARY m N O V 2 5 2020 KEY SYSTEM Zh.3co Q = EXISTING � D WELL DW B�L;rN3tE Te REBAR N (^_N �rF gpjjjT�oLD ® = WELL A = STAKE 2,99.30' � w_= TEST HOLE � co , • = PIPE ®F NE yy�o ■ = MONUMENT .5gW'QO" N/O/F S7g TOWN OF SOUTHOLD = WETLAND FLAG = UTILITY POLE U/C = UNDER CONS7RUC770N IV,f"1 tn , LOT NUMBERS REFER TO "HIGHPO/NT WOODS" FILED IN 774E SUFFOLK COUNTY CLERK'S OFFICE ON JULY 25, 1997 AS FILE NO. 10035. x. ' LIC. NO. 49618 PECONR; S •- — � , P.C. ANY AL7FRA77ON OR ADDARON TO MIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK AREA= 43,890 SO. FT. (631) 765-5020 FAX- (631) 765-1797 STA7F EDUCA770N LAW. EXCEPT AS PER SEC770N 7209-SUBDIVISION 2. ALL CER77nCA770NS HEREON ARE P.O. BOX 909 VALID FOR THIS MAP AND COPIES 774EREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET OF 774E SURVEYOR WHOSE SIGNA77JRE APPEARS HEREON. SOUTHOLD, N.Y. 11971 19-039 Nunemaker, Amanda From: Richter,Jamie Sent: Thursday,August 01, 2019 9:31 AM To: Verity, Mike; Nunemaker,Amanda; Rallis, Damon Cc: Collins, Michael Subject: Stormwater Review Follow Up Flag: Follow up Flag Status: Flagged Michael I have been backed up with other town projects and have not given the Stormwater Reviews the attention they deserve. If the plans were sent to Engineering more than ten working days ago and the applicants are calling please release them with the understanding that the stormwater review will follow. I will do my best to catch up and when I do we can terminate this temporary situation. Thank you for your attention to this matter. Jamie If you can please keep a running list of permits issued and include the Tax Map Number and send them to me by E-Mail. That way I have a record of who to contact with the approved stormwater plans. Thanks again! ;60 ,d a KiOl� James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtowmy.gov/index.aspx?nid=l 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. Town OF Southold Building Department Southold, N.Y. RE: Request for C/O's for Building Permit Ws: P� ✓1. Dwelling# 44677 2. Pool House# 44145 3. Acc Garage# 44116 4. Swim Pool# 44117 All necessary paperwork is enclosed herewith and or already in your office. Thank you, C, William E Spooner Jr 516 658 5302 DD [l�I y LM D N 0! 2 5 2020 pp 1"T Mailing Address: Rafi Hamid PE President 95 Krug Place Phone: 631-901-7073 g E-mail: rafi544001@hotmail.com Mineola,NY 11501 F • Engineering Michael,Verity, Chief Building Inspector Amanda Nunemaker, Plans Examiner Townof Southold Building Dept Sout7oId, N.Y. 11958 RE: 375 Kayleigh Court, East Marion, N.Y. 11939 i Greetings: This letter will serve as documentation that the plans and specs as certified by Syed Engineering, P.C., 95 Krug Place, Mineola, New York 11501 comply with the New York Wind Speed requirements of 130 MPH and I have,affixed my seal hereto attesting to same. pF NE Y Rafi Hamid, PE t ` n 3o rit BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr southoldtownnv aov�_seand@southoldtownny.Aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: / Qa Company Name: iffa 0�D�✓ Name: License No.:��� email: Address: aD .�'C-r 4011 roS D -.- l/ Phone No.: JOB SITE INFORMATION (All Information Required) ^" /� Name: ��� �/ � S a� 1/t/61 Cross Street: -- - -= --- - - - -- - -- -- - --- Phone No.:,S S �3aa Bidg.Permit#: J/",,77 email: wio,<sw 6-7 ac1Tzav/l. cdl,r7 TaxMap District:_ 1000 Section: _ Block:_ __ BRIEF DESCRIPTION OF WORK (Please Print Clearly) �e✓c j/p_,�,/ Circle All That Apply: `— Is job ready for inspection?: O/ NO ough n Final Do you need a Tempi Eertfficate?- YES /C�V Issue n Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:._ =a _A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional 16formatiorr -PAYMENT_DUE_WITH_APP_LICATION QD J U L - 6 202 - - - 02- 0� N ou IR0 RIt ole�lrm xis (� ENGINEER: _ DISCLAIMER NOTE y 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, SPED ENGINEERING, P.C. DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL APP QVED AS "77 REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF RAFT HAMID, P.E. SYED ENGINEERING P.C. THE DOCUMENTS AND DATE: !� B.P.# THEIR CONTENTS MAY NOT BE USED, 95 KRUG PLACE PHOTOCOPIED,OR REPRODUCED DIGITALLY, FEE: BY: ELECTRONICALLY,OR IN ANY OTHER MANNER NOTIFY BUILDING DEPARTMENT AT . WITHOUT _, " ' 765-1802 8 AM TO 4 PM FOR THE SYED ENGINEERINGEPSCWRITTEN CONSENT OF MINEOLA, NEW YORK 11501 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.THE CONTRACTOR SHALL CHECK AND VERIFY O W�� R■ 2. ROUGH - FRAMING & PLUMBING ALL CONDITIONS AND DIMENSIONS AND REPORT 3. INSULATION ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 4. FINAL - CONSTRUCTION MUST START OF WORK. BE COMPLETE FOR C.O. 3. IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW ALL CONSTRUCTION SHALL MEET THE FOR ANY PERSON,UNLESS ACTING UNDER THE REQUIREMENTS OF THE CODES OF NEW DIRECTION OF A LICENSED ARCHITECT OR YORK STATE. NOT'RESPONSIBLE FOR ENGINEER,TO ALTER THIS PLAN IN ANY WAY. DESIGN OR CONSTRUCTION ERRORS. 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. PORT O F SAG HARBOR, INC g 11 NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. THE CONTRACTOR SHALL CHECK AND VERIFY ALL 360 SEBASTIAN COVE CONDITIONS AND DIMESIONS AND REPORT ANY g; COMPLY WITH ALL CODES OF DISCREPANCIES TO THE ENGINEER PRIOR TO MATTITUCK, NY 11952 _.. NEW YORK STATE & TOWN CODES . I AS REQi.�IFED AND CONDITIONS OF REVISIONS: p. 631 -276-0771 ` ` `�ya t'��-T9-., No. Description Date s _ I :i L�TGWi BOARD SCOPE OF WORK: " "SaCI HOL JSTEES PROPOSED RENOVATION OF AND ADDITION TO EXISTING STRUCTURE 4AOCCUPANCY OR USE IS UNLAWFUL 9 WITHOUT CERTIFICATE LIST' OF DRAWINGS OF OCCUPANCY DRAWING TITLE NO. A1.00 TITLE SHEETIlk A1 .01 FIRST FLOOR PLAN m ., ._ . ' A1.02 SECOND FLOOR PLAN DRAINAGE INSPECTIONS ARE REQUIRED A1.03 EAST AND WEST ELEVATIONS a" ;•, _ Contac TOS Engineering at 765-1560 before .. � � Co Engineer's Certification ., ,,�,... .,. , . ;�'.::>a�: :.�=w•�<�.<.,., vim. .,�.,.,s� �:• Backfill OR Provide NORTH ELEVATIONS . A1.04 SOUTH AND NO ° ,�• <� � installed to Code. as been drainage h that the d ' .. .. .. y= .t•r 7� apt , , FOUNDATION PLAN A1.05 OU '� s.. Ak% E Yse � ��... ".x i,• €e-�b.' €:.5�, ,i:.^",�.b> Y.. %.. .dY;:;.' . p .a s .w _ , 'Yd '..,, ',: ..; .. ;. .� 3< ,,, � qFs' ,a, „. .,gym,,, .a�,,,' is A1. ROOF PLAN - �` .. ^ ^ -MG REQUMEM . �, �': :, , ARCHITECT I ENGINEER OF RECORD: A1.07 SECTIONS - SYED ENGINEERING, P.C. A1.08 EXISTING FIRST AND SECOND FLOOR PLANS _ E. ,� ;: IDs.. RAFT HAMID, P E s 95 KRUG PLACE A1.09 GENERAL NOTES . m. p, .. .., EL.ECTRICA�. ” ..< �. _.. ,:,.`.� MINEOLA NEW YORK 11 1 K, �' :=' 9r INSPECTION REQUIRED 50 ' AND � �., a. °� _ . . P1.10 PLUMBING RISER DIAGRAM - .�• REQUIREMENTS a - LANDLORD/OWNER'S Q � o„ RS INFORMATION .' m�. . a '� a 'a. .. d < S1.11 STRUCTURAL HOLD DOWN DETAILS N • P AWL � `°�' M ` , �` °' " M . PLUMBER CER T OF SAG HARBOR, INC. • �'�� p,- �w- � ON LEAD CONTENT BEFO 360 SEBASTIAN COVE , > $� . y, CERTIFICATE OF OCCUPA Y MATTITUCK, NY 11952 LIP r, y ...._ � . ( 631-276-0771 ' „_._, ` g• :.tea zzz r- . ; . . _• SOLDER USED /N WA TE p. SUPPLY SYSTEM CANN LEA SEED V, 4 PLUMBING 100F1 �g err »,w-wee' � j"�f� .. � Y'�' •'tea.,' � ,m a , ,� a .�✓': g=si $ t'= mom' Hivziii,.m<,,,<- u. .. ,• ALL-PLUMBING WASTE PROJECT ADDRESS: r e &WATER LINES NEED", ! TE''TING"EEFORE GOVERIING' .- 375 KAYLEIGHS COURT, EAST a>' .....' .� '~ � �r .. . ,seg° �a •"'"�.°'"•s^"' "" .. - n:. .nw� m .. n +� ''°< ``'°�.% " ,, n MARION, Y 11939 � N, N ' ��" i •€,. ..,. "'"' .� 8 � ,e. "' � ., <.;::.h•.r:,,�' - a )k4. .'Aoz'aw' ., SHEET TITLE: ; , 0.�. « AlTITLE SHEET �.� �� � .. . .. R. �� �,°� ..•� si���� e:�terior1ig11tin� ���: m•,f a® �� �'. � . ,� ^ � � - ; .,� Installed,replaced or e " • � ,��.� �, ��:� �. 4 ;•� �.,. _ ,,. 1 conform to 172 of the To�.m Code SEAL: DATE: Rte; �` e } � :. . a 11GE 11-25-2019 IHAggjo�O� PROJECT# .x� -' �., A g 010.09.25.19 ;� Y �..�;o� �. � ro Plywood ,, � DRAWN BY: PT ShCA.-Wr5 Pvrnew � DRAWN BY: t $ ' Ivo SCALE: 1/4 — 1 -0 NYC DOB BSCAN: �r Must provide Manuals t�,J and S as per NYS Energy Code DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES Wyk a Elovmr door and ductmrorh testing required. �� pp 000 DRAWING NUMBER: r A1 . 00 SHEET: 1 OF 12 a �$ DISCLAIMER NOTE 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, ELECTRONICALLY,OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF NEW PELLA WINDOW NEW PELLA WINDOW NEW PELLA WINDOW SYED ENGINEERING,P.C. 34 3/4 W x52 3/4 H 34 3/4 W x52 3/4 H 3@ EQ.TO 7'-0"W x 37"H 2.THE CONTRACTOR SHALL CHECK AND VERIFY 2 x 12 WOOD JOISTS 1 „°..., _ ALL CONDITIONS AND DIMENSIONS AND REPORT �. ANY DISCREPANCIES TO THE ENGINEER PRIOR TO (AT 12"O.C.) O I START OF WORK. i 3.IT IS A VIOLATION OF NYS EDUCATION DEPT. LAW FOR ANY PERSON,UNLESS ACTING UNDER THE ISIQ CT DIRECTION OF A LICENSED ARCHITECT OR 4-1 1/2" x 14"GLULAM BEAM(TYP.), O SECURE TO POST WITH CLIP ANGLE ENGINEER,TO ALTER THIS PLAN IN ANY WAY. D-0 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. 6 x 6 WOOD POST(TYP.) y - _ g s A 1.07 NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. I-.-6. = `�` �- _ �; THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMESIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO . .. REVISIONS: @4 No. Description Date lit NEW PELLA WWD0V_— IF 1 cii NEW PELLA EGRESS WINDOW 34 3/4"W x 36"H _j4 __ 0 34 3/4"W x52 3/4"H C) ell_1111illil M f Cq LO O {7" 121 d I 0 w � } l i LM �- z aft p 4 y { I y ej "_ 11�JAST�fa B.E.Q800MA2 I 4' 7H 54T 1= �_ =nr� "ll=( � I Lu NEW HSS 31/2"x 1/4" _ =� it C� I a HARD WIRE COMBINE CARBON wM il . X k I Z Z MONOXIDE AND SMOKE , `" g0 a � NEW I J U ''�. / U"' DETECTOR (TYP.) 1x } t, r{� � �r; = , 5E I E O wI I rLu ' ' ARCHITECT/ENGINEER OF RECORD: Z Cn M ti: `".I ri.U��I �: '� A1.08 3 tx — r; I ' SYED ENGINEERING, P.C. I �(jj A - 0 I I �.- 'rRAFI HAMID, P.E. 2a"^- �!u ,- c r L. EXISTING I I 95 KRUG PLACE 1 0 - I MINEOLA, NEW YORK 11501 PROVIDE BEAM POCKET TO � eta RECEIVE 2 x 10 FLUSH HEADER — _ — '� — — — — — — —1— o LANDLORD/OWNER'S INFORMATION: C� AND(2)1 3/4"x 91/4"LVL 2.0E I �, . 1. z r - 04I < M PORT OF SAG HARBOR, INC. W X 360 SEBASTIAN COVE 1r i I n. � MATTITUCK, NY 11952 I _ =' ,s-' BJ s I I I • CO e A b �®! � .� � w z � p. 631-276-0771 al L) X M = = 0 O O ► 'w _ �' r`4 v "' yd I 1 z ,°r .� ' 1 f NEW PELLA WINDOW LO PROJECT ADDRESS: Ld � 4 @ EQ.TO 12'-0"W x52 3/4 H �" �- _u f I i q 375 KAYLEIGHS COURT, EAST w "� MARION NY 11939 NEW PELLA WINDOW NEW PELLA WINDOW M 34 3/4 W x52 3/4 H 34 3/4 W x52 3/4 H SHEET TITLE: NEW PELLA WINDOW NEW PELLA WINDOW NOTE: FIRST FLOOR PLAN 58"W x 37"H 34 3/4"W x 52 3/4 - 1. ALL EGRESS WINDOWS:PROVIDE PELLA"R"LIFESTYLE SERIES-34 3/4 W x(52 3/4 H. 2. HIGH IMPACT WINDOWS TO BE PROVIDED OR USE OF PLYWOOD PANELS FOR ALL + tfI " "� ) T1 tJ -LI-1- -[, P `141NEW GLAZING PER IRC 2015. OF NEW 11-25-2019 ° ..� .�, .... .I :. j�T!h � WL A,LL TO �E I�``E-; j-,�YVEC � FI H �0-0 6 x 6 WOOD POST(TYP.) � PROJECT # CO f� 010.09.25.19 4-11/2" x 12"GLULAM BEAM(TYR), ' z°'r DRAWN BY: PT P2 SECURE TO POST WITH CLIP ANGLE •, x 2 ,p0. ® DRAWN BY: LP 2 x 8 WOOD JOISTS_ _ Mo. pgg5�a SCALE: (AT 12"O.C.) NYC DOB BSCAN: c(y C' u' FIRST FLOOR DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES f NOTE: 1 SCALE : 114 � 1' .0' 1. INSTALL SIMPSON STRONG-TIE HTT5-3/4 HOLD DOWN WITH 3/4"DIAMETER ANCHOR BOLT AT 16"O.C.ON SILL PLATE ATTACH TO STUDS DRAWING NUMBER: A1 . 01 SHEET: 2 OF 12 TECHNICAL SPECIFICATIONS AND REQUIREMENTS CATEGORY SPECIFICATION/REQUIREMENT DISCLAIMER NOTE VAULTED CEILING INSULATION Hot Roof: R-30-9"open cell spray foam(Sealed Attic) 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, ABOVE-GRADE EXTERIOR ALL: R-19 batt in 2x6 wood studs(picture frame&top plate air sealing required) DRAWINGS,SCHEDULES,AND SPECIFICATIONS, WINDOWS/SKYLIGHTS U::5 0.30, SHGC:5 0.30 AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY O FLOOR ABOVE CRAWL R-30 Fiberglass Batt SYED ENGINEERING, P.C.THE DOCUMENTS AND HEATING SPECIFICATIONS: z 85%AFUE Boiler THEIR CONTENTS MAY NOT BE USED, COOLING SPECIFICATIONS a 13 SEER AC equipment PHOTOCOPIED,OR REPRODUCED DIGITALLY, ELECTRONICALLY,OR IN ANY OTHER MANNER WATER HEATING Fired water heater WITHOUT THE EXPRESS WRITTEN CONSENT OF MECHANICAL VENTILATION Mechanical Ventilation z 150 CFM""must use 6"hard pipe. SYED ENGINEERING, P.C. Panasonic WhisperGreen bath fan model#FV-0511 VKS2 INFILTRATION (BLOWER DO �air changes per hour 2.THE CONTRACTOR SHALL CHECK AND VERIFY DUCT LEAKAGE 5 4% leakage for ducts outside of thermal envelope ALL CONDITIONS AND DIMENSIONS AND REPORT LIGHTING 100% high efficiency lighting (CFL's or LED's) ANY DISCREPANCIES TO THE ENGINEER PRIOR TO APPLIANCES: All appliances must be Energy Star certified START OF WORK. 3.IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMESIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO I START OF WORK. I I REVISIONS: I No. Description Date I 20 I I I — I I I I I NEW PELLA NEW PELLA NEW PELLA I I WINDOW EGRESS WINDOW WINDOW 34 3/4" X 36"H 34 3/4 W x52 3/4 H 34 3/4 W x52 3/4 H I I ARCHITECT/ENGINEER OF RECORD: SYED ENGINEERING P.C. I BATH CL ' RAFT HAMID, P.E. 95 KRUG PLACE L0 II E, I MINEOLA, NEW YORK 11501 �'-O: KNEE WALL(TYP.) I I p p ^IN I(D LANDLORD/OWNER'S INFORMATION: PORT OF SAG HARBOR, INC. Z I I 7- 0 Q- I 360 SEBASTIAN COVE m X I I Q HALL1114Y0 LU o MATTITUCK, NY 11952 m W N -� I I U p. 631-276-0771 ? 6 o BEDRO01"f N � Ln X quI I %= °o N IlalO BEDROOI"i 4 0 j _ P CLX I I N I � IIS � II PROJECT ADDRESS: I - 375 KAYLEIGHS COURT, EAST — MARION, NY 11939 I I I I L- - - - - - - - - _ - - _ SHEET TITLE: NEW PELLA NEW PELLA 0 EGRESS WINDOJH EGRESS WINDOW I SECOND FLOOR PLAN 2x 34 3/4 W x52 3/ 2x 34 3/4 W x52 3/4 H I I - ---- - - - - - - - - - - - - - - - - - - - - - SEAL: DATE: '(SOF NE�y 11-25-2019 �pF1 HAgq OPROJECT# LF_vF;N: 010.09.25.19 DRAWN BY: PT er_-TINS WALL TO RE'lAN i n 1-4111 i_ a -1_8�� P; Off • FC- NZID I.;�"_'•.L: rri_5•.r;..., DRAWN BY: LP 1 _ .-. _ =Xi,-TiNCs WALL TO eE RE-1:`./F_U� 0866�� SCALE: NOTE: SS 1/4" = 1'-0" 1. ALL EGRESS WINDOWS: PROVIDE PELLA"R" LIFESTYLE SERIES-34 3/4 W X52 3/4 H. NYC DOB BSCAN: 2. HIGH IMPACT WINDOWS TO BE PROVIDED OR USE OF PLYWOOD PANELS FOR ALL NEW GLAZING PER IRC 2015. DOB APPROVAL STAMP NYC DOB STAMPS &SIGNATURES 2YSSECOND FLOOR CALE :: 1/4" = 1' -0" DRAWING NUMBER: A1 . 02 SHEET: 3 OF 12 DISCLAIMER NOTE 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING,P.C. THE DOCUMENTS AND PHOTOCOPIED,OR REPRODUCED DIGITALLY �- ym " ELECTRONICALLY,OR IN ANY OTHER MANNER WITHOUT THE EXP WRIT EXPRESS WRI N CON SENT OF .......... � SYED ENGINEERING, P.C. 7 1 X6 VERTICAL. SHIPLAP 511DING�) 2.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ,� m t � -�_ .a�»-`� °. «- 4. .. �- -�- -•• ... --- � _ ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF WORK. 3.IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. g 77 NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. '< .; � _�„ z 7 .. THE CONTRACTOR SHALL CHECK AND VERIFY AL CONDITIONS AND DIMESIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO REVISIONS: No. Description Date I"Xro" HORIZ. SHIPLAP 50ING (TYR.) 1 I I I I I I II I 1 I III I II III I I — III= = III= 11 I _ = i = mi II II I iIIII I III - - - � II - I — — — — — — — _ _ _ =1 II III 111111 I-I - - _ � I 111111- - .III � _ — — — _ _ — _ _ —Ilial IIII itI I ( IIII II I - I I I I II �-III ' I II =1 = =1 = - = - _ - _ -, , _ I I I III 1IIII-I I I I I I I I I I i-IIII I I II , IIII11 I 1 -1 =1 - 1111=I I I =IliiI I ► ►-►iii=I IIII � I �-' III � � � : . EAST ELEVATION 3SCALE 1/4" = 1'-0" ARCHITECT/ENGINEER OF RECORD: :: SYED ENGINEERING, P.C. RAFT HAMID, P.E. 95 KRUG PLACE MINEOLA, NEW YORK 11501 LANDLORD/OWNER'S INFORMATION: PORT OF SAG HARBOR, INC. 360 SEBASTIAN COVE MATTITUCK, NY 11952 p. 631-276-0771 PROJECT ADDRESS: 375AST KAYLEIGHS COURT E _.- ,... . .. _. . ,.... MARION, Y 11939 SHEET TITLE: EAST AND WEST ELEVATIONS ELJ --: � .._. _°� --=M �_-•-�_��� �-� w"�- .__,.�..,""�.� �"..�......,..� SEAL: DATE: F NEW 11-25-2019 PROJECT# 010.09.25.19 DRAWN BY: PT DRAWN BY: LP No. 0866�� SCALE: - NYC DOB BSCAN: e e 1"X�o" HORIZ. �1"X(o" HORIZ. SHIPLAP SIDING 5HIPLAP SIDING (TYR.) (TYP.) DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES --- - --- -- - — _.-- — _ — —1 -ILI ( IIII II III -111= tl II I I- I I -1 � i = I � ► I I_ � � I I � � � i- 1= = 1 1= =1 I = 1 I 1IILI I II IIII _II I -IIII-� � � � IIII IIII IIII Iill III IIII RR WEST ELEVATION DRAWING NUMBER: SCALE :: 1/4" = 1 -01, A1 . 03 SHEET: 4 OF 12 DISCLAIMER NOTE 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES, PLANS,STUDIES, „ DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, ELECTRONICALLY,OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. 2.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF WORK. 3. IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMESIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO WORK. "< REVISIONS: No. Description Date x S SOUTH ELEVATION `3(DALL: :: 1.14' . 1'-D„ ARCHITECT/ENGINEER OF RECORD: SYED ENGINEERING, P.C. RAFI HAMID, P.E. 95 KRUG PLACE MINEOLA, NEW YORK 11501 LANDLORD/OWNER'S INFORMATION: PORT OF SAG HARBOR, INC. 360 SEBASTIAN COVE MATTITUCK, NY 11952 p. 631-276-0771 .1 x,t••w-'.Y..a,. e � .,..... ..,.."@�• SffiN,� .<w+. .. < , :yya'i+-... ww<..; C 'aWM >...<,w F'•we«e, <w ..:.. .>. , a .c.>u.....<...m ,; -a, ea ..<a.,.vMT<•,.. -: .,+<.,<:.w «,v-w .n« .,m tm-».<,.<.,<.".._m, ......,a ^^<' „a... .... .w.,,w, .m»,,. .«w. ..w a., „ ..,< „a. ua wa«r,^qw"-rrw,,, .<,., ..«..._ .>a. ,'••< .,. mswv a. ..<x«., .xr,-<row.w vum, r«ww. .. •e�., wm•• ,,. .ww,.+u, a.w+-a.+.<. ,..<,. w�•� %.wm<w•w <,w-m, ,w« ..,..,,...8,ub..., .,.m< .< .>..<. ,. .., -,w "rax•m« .n_<...,,. .<.m+--. ..v.,,.s..rc..,. ,, r n.,.. .. <w ,u.,,"..3....u, xi,. �>..:.... i w.<.w,e.. -!.+>a,`c+„gE <,....n ,. .,•, rn ... ,, ::>�,'�y.,...\ , ,. ..tk ,� r ,...ew,<,,.<..�. , ,"^t.• ,e `` t,.W �+a .._. ;,,.,qee<w e..<eg?3s.'%,F-.,....., ...<.'%ea .., .u, ..- , PROJECT ADDRESS: �'"•,j, w ,. ca. ��.e. ..-.,a«...,w . ,-».w<. ^w. MF$ r v...,< ...«.ss ., ,« Pa .,n .. ., :.Sari P.'�:<S>....�. ..1 aq,....w.,_ ..e .,.P'........P, e,, su�,<,y>M., .., @'t§'�: >va, ,. >,^i ...,, .�'�.�d„`mami... "........?o:� .,a:.... ....., •f:., ..«".,,.: '>lafll�i3%.8 .. , a?'f+�. <.R^u'^w•m^' 375 KAYLEIGHS COURT, E AST MARION NY 11939 .�.�. ,• �. �.<,�«„ .,� .,�..>.> ..�:a<.�.>. �. . .b..�:,,...�,e�.e , .. -�� .>�<,�....�„_ . ,,. .� �,..._ _<�..�,,,d � .,w.wn.«. � ..ter ��,, .,. . _.< �"... .a< •i, aa>,,.,.�: SHEET TITLE: q�„.m«.s, a„a3yggq.�^ <..« <,1`y.'�si.» _ .w. .,.« .». emwy„<,� �mm.+.apw.,,,.u.,, .. ... .,m<m..».u• ._.•,. ww�> ..»., .-..bs<a>... ,_..., ..,_e. mm¢S..y„x.,„ �•,«xx:\. .....a .... ...tea'-....e«..�.,sw.....d;;�,.-.. , SOUTH AND NORTH .�. , . •<�w :, .. _ .-M,:..• :��::...�” � : ..,�� ELEVATION S ;<�•. ..,"�.-=„.ate, a,.,.> .,.-a��.�. .� ..>�� <.,s.. ,,A„ .�.. :•.: w . >, , �,. ,. ar.�.,�. :,,» . .�..�. ��.. < ... �,,.......”�, .< ,.<�.<�_,��� . . .a�..�R�.._..�.,. ....«�».,, ;.<.,.a� . ..�...., ,a SEAL: DATE: .._., a,. .<,._ ;.;�,<, ,..,>,s.�, <,�.�, a .,.�;..-,. >.>��,,.,�..�;`„ .. •?ate, �aµ . ..�< , -.nr.,<«F<c,.w.. +E.^�<.,<: �, ...,..a-<,., ..� � ...�., ��.a~....,,.� .,.�.�y.,...,�..m,�.aa.w.,,_..,..a�.�.<. ,.... ,_ F NES 0 d1rY� 11-25-2019 • .< ., <.. . ; ,. .. w e ".., ,.�. . ,. _... .®_ �u.:. .,, ...gar:,.:, < µ ,.: a< .. . ,_., ., u. w �m C-3 �pFl Hggq/p 0,� PROJECT# ... . ". „ 010.09.25.19 .,�.,..<m'o. .aF:m .,.:a;^�"•.�. ,y.>. _ ^• •ama:.�<. saw .•�.,»,� a.. -.<,,:. ,.cen:,�, ,a ww<^va�wao,> .<,. _• a�.:.0>. _, .<:sa.�s..,»: „'.ro..au„> 4 .,.,� „,«�<�:-s«.;<n�:<,• a.s,� �a� �,e. •en �...„..,p,w:..,....,,.»,«,..�,.<.« -„.,.,.m .«;-.rM:a......w, a.,.<,. .<.»,w• ,.e.,.,. a>ww�,.,^, ..�....�...<.,.... `; �<..,:,.�,,.., .r»- .,< ,.. .� � ., �«-. .�.. ., ,,< ««. _, w� ,�...,�,<.....,,„, .'� .:, >..�.mss«.:.....,.»,as,rs•�<> DRAWN BY: PT ,;+a >'rmw,r...,�a^,w.,,. •' i.e�: ,a...r..e. a�av„, u'^s,s=er�maas<>�.uaa..s.;•_,�ra'.�x�:..<.:.:«w>,:. *.,.a.a•<. 'J, me .., ..-H.. .ria,.« e'wn ..a«..� a.,.+^+ e •«..3w«`. m:m...�., v.. «..M.r, s•«a- ..,..w<, s< ,,aau ,. ,n f ,-rsrcrr„xr&y`•�,«.<;<...<�^s'> ,m„<�,:p..xwr.�*�:...a<,.,:..tie�« .,...haw«—+'m z.,.;r'»e w«r.. ..�oa�.%<s>*�+u ....darvx:...y�,,.`.:. .<caa«. � .„y..�m DRAWN BY: LP ” o � 0666 SCALE: 1/4” = 1'-0" NYC DOB BSCAN: F DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES 77-7 W < NORTH ELEVATION 04 SCALE :: 1 Jq' = l'-0" DRAWING NUMBER: A1 . 04 SHEET: 5 OF 12 rm�, DISCLAIMER NOTE 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, _ INCLUDING ALL SKETCHES,PLANS,STUDIES, -r DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, ELECTRONICALLY,OR IN ANY OTHER MANNER 1 I WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. I Sim 2 2.THE CONTRACTOR SHALL CHECK AND VERIFY A1.08 ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF WORK. C 3. IT IS A VIOLATION OF NYS EDUCATION DEPT. LAW — FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ! Sim ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 2 I A1.08 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. 4 _ , c �,� �',.�. ..�.� a'�"„'�4tom` :... -•"'" :� < _'.,{'"ii 21%'I21 P._ay`a'.r-°m• f; ; 3 � w• (-yp) --� ° - - ` r�- NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. ` `" (T* r-) THE CONTRACTOR SHALL CHECK AND VERIFY ALL 3 CONDITIONS AND DIMESIONS AND REPORT ANY . DISCREPANCIES TO THE ENGINEER PRIOR TO . . a REVISIONS: No. Description Date Sim F OEM A1.08 � Sim r m 2 oil i w-d Sim � d� 2 0 ' t NEW HSS 31/2"x 1/4" __rte [; :+;iT,'+.15. ri�.:cg;Z—k Shy= — ! Sim �� ' `�,�:'°��•.� 'v ! F— P-7,O',/Wig' .4 j —J lz °_ a* 1# :Z= 71 Sim ? 2 * t ARCHITECT/ENGINEER OF RECORD: f s A1.08 SYED ENGINEERING, P.C. RAFI HAMID, P.E. 95 KRUG PLACE 4-jz •` � I ��d,r , NEW YORK 11501 LANDLORD/OWNER'S IN PORT OF SAG HARBOR, INC. 360 SEBASTIAN COVE LA %` •`' MATTITUCK, NY 11952 p. 631-276-0771 PROJECT � I t ADDRESS: M. 375 KA UR AST YLEIGHS COURT, E MARION, NY 11939 ---�- -- SHEET TITLE: L---j WALL FOUNDATION PLAN SEAL: DATE: OF NEW 11-25 1'_3� - ---- °-9`` °_ 7-13" -1 _, �,�P�NF1 HAA4, PROJI 010.E DRAWL' l DRAB �0. 0866'o FOUNDATION �11 IO �'LA NYC DOB BS ALC 1` DOB APPROVAL STAMP NYC DOB DISCLAIMER NOTE 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, i ELECTRONICALLY,OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. 4 Sim 2 2.THE CONTRACTOR SHALL CHECK AND VERIFY A1.08 ALL CONDITIONS AND DIMENSIONS AND REPORT ° ' ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF WORK. 3. IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW — i FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR Sim 1 ENGINEER,TO ALTER THIS PLAN IN ANY WAY. ti�1 2 A1.08 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. I I. c Cr Ty F) -� - ��- NYS LOCAL LAW 48/2010&LOCAL LAW 112011. °"' } a THE CONTRACTOR SHALL CHECK AND VERIFY ALL — CONDITIONS AND DIMESIONS AND REPORT ANY 3 DISCREPANCIES TO THE ENGINEER PRIOR TO WORK. REVISIONS: s ° °,moo° SLS+ ,°..: ,�.....�� ':.r��.'`•..�`�1:+ � L Sim — _ No. Description Date 00 -� � A1.08 Sim _ s Al 08 4 ��• pmt t 11 Sim Al?08 NEW HSS 3 1/2"x 1/4" _4a t' } il1r, 1` "� r= — < ,1C, ski # Y,,,,r'� --w S s-•+'�`'°.! Akc ] Sim F- iT I►a;"€, Fes»-Ll► „,�;..,� , Ha�.w.1r.��!�3r^• :-L.:`�t��� ,: .;�:-i' - i � A1.08 �' r�O ,J�°�TI:;�F.I � L '���i�=� ��',1� �• °may! t,I , i }° - �'��•'�'�� ;��•:�,�% .`s�•�, �. "��� I,:..r�� ;�i...'s�,:k:�� Sim 2ARCHITECT I ENGINEER OF RECORD: i A1.08 SYED ENGINEERING, P.C. ° y € RAFI HAMID P.E. 95 KRUG PLACE MINEOLA, NEW YORK 11501 _ °Tui LANDLORD/OWNER'S INFORMATION: ' ;.. _.w.... ' — PORT OF SAG HARBOR INC. 360 SEBASTIAN COVE MATTITUCK, NY 11952 i � d + _._• . �._. � ;.�� �`,%� p. 631-276-0771 {__.^,.,.. Y_- 3 ��� I✓'l�f�'';t` i ,��,�`t'''1,�'`,t' ,f,�,r r, . .� <f� , / .� �`�d" 's`. �t'`.�' �r'.t`.f .r�`.��`. .� a t , i b } � PROJECT ADDRESS: _ ,.' a, 3' 375 ST ��'' KAYLEIGHS COURT, EA MARION, NY 11939 M I.� FSHEET TITLE: �`� i✓aUlvy`I ', � FOUNDATION PLAN �a 7—' CIA ;-� = GaZ pF NEW 11-25-2019 ' CLQ. �pF1 HAA4, O PROJECT# 010.09.25.19 DRAWN BY: PT DRAWN BY: LP N0. 08661 SCALE: 1/4" = 1'-0" FOUNDATION PLAN NYC DOBBSCAN: SCALE V-1` = 1' - P. DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES DRAWING NUMBER: A1 . 05 SHEET: 6 OF 12 DISCLAIMER NOTE 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, ELECTRONICALLY,OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. 2.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO START OF WORK. 3.IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. SURVEY OF pRgPERTY �- NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. r� __ __' _ _ - _ THE CONTRACTOR SHALL CHECK AND VERIFY ALL CERTIFIED TO. T �, ST � „�.� ,. _._= a.. CONDITIONS AND DIMESIONS AND REPORT ANY "msµ= '" DISCREPANCIES TO THE ENGINEER �.� �'- ;,.�-�-;:: .��'p��, �-�......... .,�..'--- PRIOR TO PORT OF SAG HARBOR INC. - » STEWART TITLE INSURANCE COMPANY TOWN qF S'gUTHOLD REVISIONS: BIG APPLE TITLE AGENCY, INC. SUFFOLK Date Cq Ulil"T� N. Y. No Description 1000--31-04-10.0' JULY 24, 2019 =..�.�-- .�= . .,�...�.-�• -.w_� ... --� ��; ,,,� ,..:,.......,. LOT 3 TEL AUGUST 13, 2019 (PROPOSED BUILDING) Box AUGUST 20, 2019 RFW/SE PROP. POOL GARAGE ...----�'"•" 29 .52 ( AUGUST 29 2019 (REVISE POOL HOUSE) '«.-. ,„�,,..""."'•..�`�....-, «... '...�.�.». ..»... `""`.".� ��,.'""' ern'"„,„�»� SEPTEMBER 18, 20119 (SLAB LOCA710NS) DECEMBER 2, 20119 (DECK REVISED) DECEMBER 23, 2019 (PORCH REVISED) 9, O» as IN RUINOFF OC NTAINMENT N 'Tg X X aoo /30, o- HOUSE 2912 r�E-TO a rs GARAGE 384 SQ.FT. X SMA Ml Ott D pR04OSED ,� EXIORPORA�OSN. AOo1� s � � POOL HOUSE 350 SQ.FT. °.:•....°.,�,-...,��..�..- -�" _�- -""` `�,,�--�-�-.:� t ��� § oti _ ;t P pO5VD to 1 R/0 PORCH + 2'57 SQ.FT. DW 12.5' ► - .7� SQ.FT. a„.,..,.�✓ "...�: "' `-" µ,^T; _-' , t. E t t }y,. 3903 X 1 X .17 = 664 CU.FT. . X Z POOL OW ' � o Q � PEVOfJS DRVEWAYa 2551 SQFT. — i -' -° 2551 X 1 X .17 = 434 .CU.FT. Od X 'O -U c 664 CU.FT + 434 CU.FT. = 1098 CU.FT. � �1 ARCHITECT/ENGINEER OF RECORD:OR o 0 1098/42.2 = 26.1 V.F.CE 0 SYED ENGINEERING P.C. cMF PROVIDE (5) DRYWELLS 80 x 6 DEEP - RAR HAMID, P.E. CONN£CiFD BY GU77ERS do LEADERS � � 4 95 KRUG PLACE ,�/� � ,�' � o: , ;/ -.► � � MINEOLA, NEW YORK 11501 SE 4 O X 28.0 ,ps t ; OOL HOU �a.a 0 D N/O/F LOT 2 1p S� .' " ,' {'ql LANDLORD/OWNER'S INFORMATION: Ilk EAST MALP RION ?< LOCA�ON PROPOSED o ,. '' ; ¢ I SCHOOL DISTRICT 1-1/2 snr Ex15TING � �q ��.� ,� � � ,,t�� � �,t PORT OF SAG HARBOR, INC. (TION SAN ITARY 1 1 t a } i ,,,,,� 360 SEBASTIAN COVE C j ADD SYSTEM m 4 _ �� q x GW- MATTITUCK, NY 11952 PROP. POOL 4.1' 2 r ` ;1 # ': p. 631-276-0771 COMPLIANT 6 7 g KEY ' ? EXISWELL® FENCEG£ OO - REBAR >J PROP. LOCATION N 74,-GATE ;' q L l 1 � � - } k .LL it 4 9 `$ t ® WE30 W ` 7c � 299• A = STAKE � — rFsr HOLE ® = PIPE - } PROJECT ADDRESS: = MONUMENT 9 00 / / $ ® 575 TOWN OF SOUTH01-D ty 4 375 KAYLEIGHS COURT, EAST = WE'7LAND FLAG w'r w �� 1 { 3} 3, MARION, NY 11939 unuTY POLE 9 if t 1 1 U C = UNDER CONSTRUCRON 1►` t _ i � tIt j � � g. I �t�� � t � SHEET TITLE: w i .a ° HIGNPOINT WOODS FILED IN THE SUFFOLK N. LIC. NO. 49618 ,' 'k LOT NUMBERS REFER TO �� '' s £ .. ROOF PLAN ON JULY 25 1997 AS FILE NO. 10035. P.C. l 1 , COUNTY CLERKS OFFJCE PECONIC SUR VFYORS, fi31 765-5020 FAX 631 765-1797 ;' �i`'` SURVEY IS VIOLATION OF SECTION 7209 OF THE NEW YORK AREA= 43 894 SO. FT. (6,31) ( ) , $ q � ANY ALTERA710N OR ADD1770N TO THIS SUR , STATE EDUC'A710N LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERI7FICA710N5 HEREON ARE P.O. BOX 9091 q � �q ��� � h VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 171E IMPRESSED SEAL 1230 TRAVELER STREET — ! ; OF THE SURVEYOR KNOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.,Y. 11971 19 X39 SEAL: DATE: 11-25-2019 oF NEW), PROJECT# �Fi HA��o A,A� 010.09.25.19 DRAWN BY: PT DRAWN BY: LP ""c- SCALE: �0 086J (3 1/4" = 1'-011 - NYC DOB BSCAN: SURVEY PLOT ROOF PLAN 6 SCALE: :: NTS SCALE :: 1/4" = 11'- O" DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES DRAWING NUMBER: A1 . 06 SHEET: 7 OF 12 DISCLAIMER NOTE AEF-Iol 12- 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, Y;;Z 0 Jm G 112- 12- INCLUDING ALL SKETCHES, PLANS,STUDIES, G= 5TU1;' W-'-LL A%1D -M!7j:r -,rj' T DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF R"r,G E V re!',"T 5 RE SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, ELECTRONICALLY,OR IN ANY OTHER MANNER A';! 12- WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. RIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 3/4"PLYWOOD 3. IT IS A VIOLATION OF NYS EDUCATION DEPT. LAW UNDERLAYMENT AND FOR ANY PERSON, UNLESS ACTING UNDER THE ASPHALT SHINGLES ROOF DIRECTION OF A LICENSED ARCHITECT OR ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 2"x 7" WOOD PLANKS 74R W;Z-'-P 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. -Hit NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. rr, ivCeL_ T��;)D THE CONTRACTOR SHALL CHECK AND VERIFY ALL 2X7WOOD CONDITIONS AND DIMESIONS AND REPORT ANY RAFTERS @ 12"O.C. DISCREPANCIES TO THE ENGINEER PRIOR TO REVISIONS: 'Ell 6"x 6"WOOD 2 X 8 WOOD LEDGER,SECURE WITH No. Description Date E5 POST HITI HIT-HY RE 500 3/4"DIA.ADHESIVE 2 X 8 WOOD�,,0 ANCHORS TO FOUNDATION AT 12" JOISTS @ 12 O.C.STAGGERED 2@ 2"x 8" 11- - - - - - WOOD PLANKS 6"x 6"STEEL POST SIMPSON STRONGTIE BASE,SECURE JOIST HANGER WITH 3/4"HOOKED J ANCHOR 8"EMBED 2 rwc,� 12"DIA.4,000 PSI CONC.PIER ff- - - - --- - - - - - - - --- - - - - - - - - - - - - - SECTION A-A SECTION 13-B ARCHITECT ENGINEER OF RECORD: SCALE W 0' SCALE f4l" I*- W SYED ENGINEERING, P.C. NEW 13/4"x 14 LVL RIDGE BEAM RAIFI HAMID, P.E. 95 KRUG PLACE MINEOLA, NEW YORK 11501 LANDLORD/OWNERS INFORMATION: PORT OF SAG HARBOR, INC. 12 360 SEBASTIAN COVE 12- 12- MATTITUCK, NY 11952 a-1/21 0 112 p. 631-276-0771 =4-C. I' e 7T IXI 5F .4, PROJECT ADDRESS: 375 KAYLEIGHS COURT, EAST 9 104 MARION, NY 11939 'M-7. SHEET TITLE: SECTIONS ------------------- SEAL: DATE: OF NiE�V), 11-25-2019 PROJECT# a 1HA 0 010.09.25.19 j DRAWN BY: PT M DRAWN BY: LP SCALE: -_4 �o 086r-\3 1/411 1`-0" .............. DOB BSCAN: J, - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - ­- - - - - - DOB APPROVAL STAMP NYC DOB STAMPS &SIGNATURES L I - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - d I - - - - - - - - - SECTION C-C SECTION D-D DRAWING NUMBER: SCALE :- 114"= j'-Q' SCALE -: 1f4' = 1" -0" A1 . 07 SHEET: 8 OF 12 \ NEW(2)13/4"x 91/4"&(1)2 x 10 WOOD JOIST NEW 2-1/2"ASTM NEW(2)1 7/8"x11 3/4" A325 BOLTS(TYP.) LVL 2.0E(TYP.) rn NEW 2-1/2"ASTM DISCLAIMER NOTE co A325 BOLTS(TYP.) 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, o T INCLUDING ALL SKETCHES,PLANS,STUDIES, 0'- 11" o 1 DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL 3 Sim qu REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF NEW SIMPSON STRONG-TIE JOIST HANGER NEW HSS 3112"x 1/4" I � 0'-9 3/4" SYED ENGINEERING P.C. THE DOCUMENTS AND SECURE WITH 16D DOUBLE-DIPPED A1.08 (TYP.) NEW STEEL PLATE 1/2"x 8"x 11" 01 THEIR CONTENTS MAY NOT BE USED, GALVANIZED NAILS(OR STAINLESS STEEL) 3/16" I WELDED ALL AROUND TO NEW PHOTOCOPIED,OR REPRODUCED DIGITALLY, (TYP.) - HSS 31/2"x 1/4"LOLLY COLUMN ELECTRONICALLY,OR IN ANY OTHER MANNER _ (TYP.) NEW STEEL PLATE 1/2' x 8'x 9 3/4 WITHOUT THE a0, 0'-8 3/16" WELDED ALL AROUND TO NEW SYED ENGINEERINGEPSCWRITTEN CONSENT OF 0'- 1 1/2" HSS 3112 x 114' LOLLY COLUMNNEW HEADER BEAM SEE PLAN2.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ' NEW 4-3/4"ASTM A490 ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 0 ANCHOR BOLTS WITH MIN.9" START OF WORK. o EMBEDMENT(TYP.) 3. IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW o NEW 4 3/4"ASTM A490 0 NEW HSS 31/2"x 1/4" I I ANCHOR BOLTS WITH MIN.9" R THE SON,UNLESS ACTING UNDER FOR ANY PER LOLLY COLUMN I I NEW STEEL PLATE 1/2"x 8"x 8" EMBEDMENT(TYP.) DIRECTION R A LICENSED ARCHITECT E NEW STEEL PLATE 1/2"x 8"x 8" WELDED ALL AROUND TO NEW NEW HSS 31/2"x 1/4" I ENGINEER,TO ALTER THIS PLAN IN ANY WAY. WELDED ALL AROUND TO NEW 11-8.1 -8 (TYP.) HSS 3 1/2 x 1/4 LOLLY COLUMN HSS 31/2"x 1/4"LOLLY COLUMN - 3/16" \ LOLLY COLUMN NEW STEEL PLATE 1/2"x 8"x 8" PROVIDE 1"NON-SHRINK WELDED ALL AROUND TO NEW 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. NEW 2 X 10 OR 2 X 12 AT 16 O.C.AND SIMPSON I GROUT (TYP.) - HSS 31/2"x 1/4"LOLLY COLUMN NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. STRONG-TIE JOIST HANGER SECURE WITH 16D 01-311 3/16" THE CONTRACTOR SHALL CHECK AND VERIFY ALL DOUBLE DIPPED GALVANIZED NAILS(OR 0 - PROVIDE 1"NON-SHRINK CONDITIONS AND DIMESIONS AND REPORT ANY STAINLESS STEEL)(TYP.) 2 COLUMN DETAILS M - 0.-3" GROUT DISCREPANCIES TO THE ENGINEER PRIOR TO m > START OF WORK. O REVISIONS: (� 6 3-#5 REBAR @a o w ih 0 EQ.SP. s ° v `0 m No. Description Date 3-#5 REBAR @ w 0'-3' COV. - HANGER DETAIL Q' T C 1 1/2" = 1'-0° � o EQ EQ _ N��� 0'-3"COV. b A - PROVIDE 4,000 PSI CONCRETE P� O 4 e ° ' °V AT 28 DAYS STRENGTH co _ EQ ` EQ — 3-#5 REBAR(T&B)@ EQ.SP, o PROVIDE 4,000 PSI CONCRETE l' -8" AT 28 DAYS STRENGTH '} 3-#5 REBAR(T&B) @ EQ.SP. COLUMN SECTION A \\ COLUMN SECTION B 111 = 1 -0 11 BlItC,10 DOOR ARCHITECT/ENGINEER OF RECORD: SYED ENGINEERING, P.C. 95 KRUG PLACE RAFI HAMID, P.E. q MINEOLA, NEW YORK 11501 0 t. 4 LANDLORD/OWNER'S INFORMATION: ��li.'"����'•�., PORT OF SAG HARBOR, INC. 360 SEBASTIAN COVE MATTITUCK, NY 11952 p. 631-276-0771 I �AQL�f"TL PROJECT ADDRESS: I i r -iZ4 0`c ' I 1 375 KAYLEIGHS COURT, EAST MARION, NY 11939 8_d SHEET TITLE: EXISTING FIRST AND SECOND FLOOR PLANS SEAL: DATE: OF N��ry 11-25-2019 i �pF1 HA�tq PROJECT# tip 010.09.25.19 DRAWN BY: PT DRAWN BY: LP SCALE: 4 As indicated NYC DOB BSCAN: to 3 1 DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLA ud�Ai rr t''»td' wcpjF . 161` � � di} DRAWING NUMBER: U8 A1 . 08 SHEET: 9 OF 12 GENERAL NOTES SMOKE DETECTOR NOTES VENT NOTES 1. SMOKE ALARMS,AND CARBON MONOXIDE ALARMS,THROUGHOUT DWELLING, SHALL BE INSTALLED AS PER SECTION 2.54-2015 IRC APPENDIX"J"OF THE 2017 NEW YORK 1. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING DETAILED,TRADE BY TRADE,SCHEDULE OF THE COMPLETE PROJECT INDICATING A COMPLETION. STATE UNIFORM CODE SUPPLEMENT.. 1. ALL NEW VENTS AND AIR INTAKES TO BE PROVIDED WITH CLASS I 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITION AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD VERIFYING QUALITY OF WORK. NO ALLOWANCES SHALL 2. DETECTORS SHALL BE WITHER IONIZATION CHAMBER OR PHOTOELECTRIC TYPE AND TO COMPLY WITH SECTION 2.54-2015 IRC APPENDIX"J" OF THE 2017 NEW YORK STATE MOTORIZED, LEAKAGE-RATED DAMPER WITH A MAX LEAKAGE RATE DISCLAIMER NOTE BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. UNIFORM CODE SUPPLEMENT. OF 4 CFM/SF AT 1.0 IN. WG. 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, 3. ALL WORK SHALL CONFORM TO THE:RULES AND REGULATIONS OF THE NEW YORK STATE RESIDENTIAL CODE,AND THE NEW YORK ENERGY CONSERVATION CODE. INCLUDING ALL SKETCHES,PLANS,STUDIES, 3. UNITS TO BE HARD WIRED WITH INSTALLATION TO COMPLY WITH SECTION 2.54-2015 IRC APPENDIX"J"OF THE 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT. FIRE STOPPING DRAWINGS,SCHEDULES,AND SPECIFICATIONS, 4. DIMENSION FIGURES SHALL ALWAYS BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS,ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BEFORE AND COPYRIGHTS THEREIN,ARE AND SHALL ORDERING MATERIALS. 4. UNITS TO BE APPROVED BY BOARD OF STANDARDS AND APPEALS,ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER OR LISTED BY 1. FIRESTOPPING SHALL COMPLY WITH CHAPTER 7 OF THE 2015 IBC AND NYS BUILDING CODE.NONCOMBUSTIBLE REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF AN ACCEPTABLE TESTING LABORATORY SUCH AS(A)UNDERWRITERS LABS,NORTHBROOK,ILLINOIS. MEA LAB#1-69-L;(B)CANADIAN STANDARD ASSOC.,ONTARIO,CANADA.MEA FIRESTOPPING MAY BE MASONRY SET IN MORTAR,CONRETE,1"THICK MORTAR OR PLASTER ON SYED ENGINEERING,P.C. THE DOCUMENTS AND 5. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION,INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. LAB#881-8CL. NONCOMBUSTIBLE LATH,PLASTERBOARD AT LEAST 1"OF AN INCH THICK,SHEET METAL AT LEAST NO.14 US THEIR CONTENTS MAY NOT BE USED, STD GAGE THICK,OR EQUIVALENT RIGID NONCOMBUSTIBLE MATERIAL.MINERAL,SLAG,OR ROCKWOOL MAY BE PHOTOCOPIED,OR REPRODUCED DIGITALLY, 6. ALL ELECTRICAL WORKS HALL BE UNDERWRITER'S APPROVED AND COMPLY WITH ALL STATE AND LOCAL CODES. 5. POWER SUPPLY TO BE DIRECT FROM BUILDING WIRING WITHOUT SWITCHES IN CIRCUIT SO THAT UNITS IN CONTNUOUS OPERATION. USED WHEN COMPACTED TO A DENSITY OF AT LEAST 3.5LB/CUBIC FOOT INTO A CONFINED SPACE OF AT ELECTRONICALLY,OR IN ANY OTHER MANNER 7. CONTRACTOR TO VERIFY ALL WORN;WITH MECHANICAL AND ELECTRICAL CONTRACTORS TO COORDINATE LOCATION OF SLEEVES,PIPING, DUCTS,CONDUIT AND ELECTRICAL 6. UNITS SHALL BE INSTALLED IN AREAS DESIGNATED ON PLANS THEY SHALL BE LOCATED ON OR NEAR THE CEILINGS AND WITH IN 15'-0"OF ANY ROOMS USED FOR LEAST DIMENSION NOT MORE TH CCVDSAN 1/3 ITS SECOND DIMENSION. WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. OUTLETS. SLEEPING PURPOSES:FOR DWELLING UNITS WITH MULTIPLE LEVELS. WHEN ANY LEVEL HAS ONLY ONE MEANS OF EGRESS,UNITS SHALL BE PROVIDED ON ALL LEVELS. 8. CAULK AND SEAM ALL JOINTS PROVIDING A POSITIVE BARRIER AGAINST THE PASSAGE OF AIR AND MOISTURE. 7. CEILING MOUNT-CLOSEST EDGE OF UNIT SHALL BE MIN.4"FROM ANY WALL. (B)WALL MOUNT-CLOSEST EDGEOF UNIT SHALL BE A MIN.OF 4"AND A MAX OF 12"FROM 2.THE CONTRACTOR SHALL CHECK AND VERIFY 9. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY OWNER,BUILDING MANAGEMENT AND GOVERNMENT AGENCIES CEILING. ALL CONDITIONS AND DIMENSIONS AND REPORT HAVING JURISDICTION AS WELL AS STATUTORY REQUIREMENTS FOR DISABILITY BY JOB CONDITIONS AND/OR OWNER'S REQUIREMENTS. INSURANCE SHALL PROTECT OWNER, ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ARCHITECT,AND ANY OTHERS FRO LIABILITY DUE TO CONTRACTOR'S NEGLIGENCE. CERTIFICATES OF INSURANCES SHALL BE SENT TO OWNER AND DEPARTMENT OF BUILDING START OF WORK. PERMIT PRIOR TO COMMENCEMENT OF:ANY WORK. CARBON MONOXIDE NOTES DEMOLITION NOTES 3.IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW 10. ALL CONTRACTORS SHALL CHECK CONDITIONS AND TEXT ALL ELEMENTS UNDER THEIR JURISDICTION WITHIN WORK AREA. ANY ITEMS FOUND INCONSISTENT,FAULTY OR 1. HARDWOOD CARBON MONOXIDE DETECTORS SHALL COMPLY WITH SECTION 2.54-2015 IRC APPENDIX"J"OF THE 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT. 1 COMPLY WITH APPLICABLE LOCAL,STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF FOR ANY PERSON, UNLESS ACTING UNDER THE DAMAGED DUE TO DEMOLITION OR ACCIDENT SHALL BE REPAIRER,PATCHED OR REPLACED AT DISCRETION OF ARCHITECT AND AT CONTRACTORS EXPENSE. PERSONS,PROPERTY AND ENVIRONMENTAL PROTECTION DIRECTION OF A LICENSED ARCHITECT OR 2. SHALL BE PROVIDED IN EVERY DWELLING UNIT WITHIN 15 FEET OF THE PRIMARY ENTRANCE TO 2. PROVIDE AND MAINTAIN BARRICADES,LIGHTING,AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND ENGINEER,TO ALTER THIS PLAN IN ANY WAY. 11. CONTRACTOR IS TO PROVIDE PROPER PROTECTION OF EXISTING AREA AND NEW WORK AND WHERE INADEQUATE PROTECTION IS PROVIDED. THE CONTRACTOR IS TO EACH BEDROOM,AND ALSO IN MECHANICAL ROOMS OVER 5 SQUARE FEET IN GROSS FLOOR AREA. REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. REFURNISH SURFACES AT HIS OWN EXPENSE. 3. ERECT AND MAINTAIN DUST PROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST,FUMES,AND SMOKE, N THIS LAYOUT COMPLIES WITH THEYS LOCAL LAW 4812010&LOCAL LAW 1/2 1/2 E.C.C.C. ETC,TO OTHER PARTS OF THE BUILDING.ON COMPLETION,REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO N011. 12. CONTRACTOR SHALL BE RESPONS113LE FOR REMOVAL OR DEBRIS PRODUCED AS A RESULT OF ALL WORK BY SUBCONTRACTORS OR THEIR OWN INSTALLATIONS SHALL LEAVE STRUCTURAL NOTES MATCH ADJACENT SURFACES. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMESIONS AND REPORT ANY AREAS BROOM CLEAN AFTER COMPLETION OF WORK. 4. IF DEMOLITION IS PERFORMED MORE THAN THAT REQUIRED,RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. DISCREPANCIES TO THE ENGINEER PRIOR TO 1. ALL STRUCTURAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NEW YORK REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE,DEBRIS,RUBBISH,AND OTHER MATERIALS RESULTING 13. ALL UNSATISFACTORY WORK SHALL.BE REMOVED AND RE-EXECUTED AT NO COST TO THE OWNER OR ARCHITECT. STATE BUILDING CODE AND WITH ALL RULES AND REGULATIONS WITH ALL AGENCIES HAVING 5. JURISDICTION. FROM DEMOLITION OPERATIONS. REVISIONS: 14. ALL CHANGES WHICH RESULT IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER. EXTRA PROPOSALS SHALL BE SUBMITTED TO OWNER FOR APPROVAL. 2. SOIL BEARING VALUE IS ASSUMED TO BE TWO(2)TONS PER S.F.SUBJECT TO FIELD VERIFICATION, No. Description Date SOIL SHALL BE EXAMINED AND APPROVED FOR BEARING CAPACITY BEFORE FOOTINGS ARE LAID. 15. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO FULLY GUARANTEE THEIR WORK AND ALL MATERIALS FOR A MIN.1 YEAR STARTING FROM THE COMPLETION OF THE BEARING RESULT TO BE SUBMITTED TO BUILDING DEPARTMENT FOR THEIR REVIEW. JOB AND ACCEPTANCE OF THE COMPLETED PROJECT. 3. CONCRETE WALK SHALL CONFORM TO ACI 318 LATEST EDITION AND THE NEW YORK STATE 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE. COLLAPSE, RESIDENTIAL CODE,IN CASE OF CONFLICT.THE NEW YORK STATE RESIDENTIAL CODE SHALL DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODE STANDARDS AND GOOD PRACTICE. GOVERN. 17. ALL PARTITIONS AND JOINTS ARE TO BE TAPED,SPACKLED AND POLISHED SMOOTH AND READY TO RECEIVE PAINT OR WALL COVERINGS. ALL CORNERS TO RECEIVE METAL 4. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL,OR WHEN TEMPERATURE IS 40 DEGREES CORNER BEADS. AND IS DROPPING. 18. ALL WALLS TO BE PAINTED SHALL BE TAPED SPACKLED AND PAINTED WITH TWO COATS OF PRIMER AND TWO COATS OF FINISH PAINT. 5. ALL FRAMING LUMBER SHALL BE HEMLOCK(OR APPROVED EQUAL),STRUCTURAL GRADE WITH MINIMUM FX-1200 PSI,AND SHALL BE GRADE MARKED AT THE MILL PRIOR TO DELIVERY AT THE SITE. 19. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OF DIMENSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES OR AGENTS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 6. NO JOINTS OR RAFTERS SHALL BE CUR OR NOTCHED,BETWEEN SUPPORTS WITHOUT CONSULTING THE ARCHITECT. REMOVAL NOTES 7. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. 8. FABRICATION AND ERECTION OF ALL NEW STRUCTURAL STEEL WORK SHALL CONFIRM TO THE FINISH NOTES 1. CONTRACTOR SHALL REMOVE ALL EXISTING WORK WHICH ARE NOT REQUIRED OR WILL INTERFERE WITH NEW WORK EVEN IF NOT SHOWN ON THE DRAWINGS. AISC SPECIFICATIONS FOR THE DESIGN. 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,TRUE,AND FREE OF IRREGULARITIES.DO NOT PROCEED WITH WORK UNTIL 2. ALL REMOVAL OPERATIONS TO BE PERFORMED ACCORDINa TO NEW YORK STATE BUILDING CODE AND LOCAL AUTHORITIES. 9. ALL NEW STEEL SHALL CONFORM TO ASTM-36 UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. DEMOLITION AND REMOVAL OF REFUSE SHALL BE CARRIEC ON PROGRESSIVELY AND SYSTEMATICALLY,MATERIAL SHALL NOT BE PERMITTED TO ACCUMULATE. 10. ALL CONNECTIONS SHALL BE WELDED USING E70XX ELECTRODE BY CERTIFIED WELDER,OR 2, REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. CONTRACTOR TO PROVIDE DROP CLOTH AND OTHER DEVICES TO KEEP ADJACENT SPACES IN BUILDING AS CLEAN AS POSSIBLE,CONTRACTOR TO RESTORE A PORTION ON HOUSE BOLTED USING COMMON BOLTS,3/4"DIAMETER,ASTM A-307(OR AS APPROVED BY ENGINEER),IF REQUIRED. 3, UNLESS OTHERWISE NOTED,PROVIDE MINIMUM THREE COAT PAINT SYSTEM FOR EACH SUBSTRATE.REFER TO ELEVATIONS,DOOR TYPES FOR DAMAGED DURING ALTERATION. ADDITIONAL INFORMATION. 11. FOOTING TO BEAR ON UNDISTURBED SOIL OR CONTROLLED STRUCTURALLY COMPACTED 4, REFER TO RELECTED CEILING PLAN FOR CEILING MATERIALS AND FINISHES. CONSTRUCTION NOTES GRANULAR FILL HAVING A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT. 5, UNLESS OTHERWISE NOTED,ALL SURFACES EXPOSED TO VIEW WITHIN INTERIOR WORK AREATO BE FINISHED WITH A PAINT FINISH TO BEST ARCHITECT/ENGINEER OF RECORD: MATCH THE ADJOINING WALL SURFACES IN ACCORDANCE WITH PAINT TYPES AS SPECIFIED IN THE PROJECT MANUAL.ALL SURFACES INCLUDE, 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN,SIMILAR DETAILS OF CONSTRUCTION 12. THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF T-0"BELOW OUTSIDE GRADE BUT NOT LIMITED TO EXPOSED PIPES,CONDUITS,DUCTWORK,ACCESS PANELS,ETC. SYED ENGINEERING P.C. SHALL BE USED(SUBJECT TO APPROVAL B`(THE ARCHITECT). OR AS INDICATED ON DRAWINGS&SOIL REPORT. RAFI HAMID, P.E. 2. ALL ASTM AND OTHER REFERENCE;)ARE PER THE LATEST EDITIONS OF THESE STANDARDS. 13. NOTES:SEC 322.22,SEC.322.2.1,INS,IBC 2015 OPENING SHALL BE INSTALLED @ FOUNDATION WALLS 95 KRUG PLACE ANY ENCLOSED BELOW DESIGN 1100 ELEV.SHALL MEET 322.3.4 INS,IBC 2015 3. ALL CONCRETE WORK SHALL CONFIRM TO THE REQUIREMENTS OF ACI 301 SPECSF(CATrOUS FOR STRUCTURAL CONCRETE. MIN EOLA, NEW YORK 11501 FOR BEARING PADS IN WALL POCKETS USE 3000PSI CONCRETE MINIMUM. PLUMBING NOTES REFLECTED CEILING NOTES _ LANDLORD/OWNER'S INFORMATION: 1. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NYS BLDG.CODE AND LOCAL PORT OF SAG HARBOR, INC. 4. ALL STRUCTURAL STEEL SHALL CONFORM T THE LOAD AND RESISTANCE FACTOR DESIGN(LRFD). MANUAL OF STEEL CONSTRUCTION OF THE AISC. AUTHORITIES RULES AND REGULATIONS. 1. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS GOVERN.IN CASE OF CONFLICT,CONSULT THE ARCHITECT. 2. ARCHITECTURAL DRAWINGS SHALL INDICATE LOCATIONS OF ELECTRICAL,MECHANICAL,AND FIRE PROTECTION DEVICES.FOR 360 SEBASTIAN COVE HA 5. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATION: 2. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUMBING AND HEATING UNITS, SPECIFICATIONS AND DESIGN HA THESE SYSTEMS,REFER TO THE ENGINEERING DRAWINGS. MATTITUCK, NY 11952 WHICH INTERFERES WITH NEW CONSTRUCTION. 3. VERIFY FIELD CONDITIONS AND LOCAITONS OF ALL PLUMBING,DUCTWORK,STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS. p. 631-276-0771 STRUCTURAL WIDE FLANGE BEAM END ANGLES-A36(36 KSI) ARRANGE AND MODIFY NON-VISIBLE ITMES TO INSURE ADEQUATE CLEARANCES FOR CEILING 3. HEATING DESIGN SHALL COMPLY WITH A.S.H.R.E.STANDARDS,THE NATIONAL ELECTRIC CODS, 4. MOUNT STANDARD SWITCHES AS INDICATED ON THE STANDARD MOUNTING HEIGHT ELEVATIONS,UNLESS OTHERWISE NOTED. CONNECTION BOLTS-A325(92 KSI) LOCAL MUNICIPALITIES,AND REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS. 5. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF CLUSTER OF SWITCHESUNLESS OTHERWISE NOTED. ANCHOR BOLTS/THREADED RODS-(36 KSI) 4. ALL WATER PIPES IN NONINSULATED SPACES TO BE INSULATED WITH 1"INSULATION FOR PIPING 1" 6. INSTALL SWITCHES ON OPPOSITE SIDES OF PARTITION IN SEPARATE STUD CAVITIES,UNLESS OTHERWISE NOTED. OR LESS AND 1-1/2"INSULATION FOR PIPING 1-5/8"TO 2-1/2". 7. PROVIDE ONE-PIECE,GANG TYPE COVER PLATES,UNLESS OTHERWISE NOTED SPRINKLER HEADS,SPEAKERS,RECESSED FIXTURES,AND 6. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED SHALL BE COVERED WITH PROTECTIVE COAT IN ACCORDANCE WITH ASTM A153. SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS,UNLESS OTHERWISE NOTED. 5. TEMPERATURE CONTROLS MAY NOT EXCEED 78 FOR HEATING EXCEPT AS OTHERWISE DIRECTED AS 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED,FIRM NATURE SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF 2 TONS,ALL FOUNDATION SPECIFIED BY MECHANICAL ENGINEER. 8. ARCHITECTURAL DRAWINGS ARE SCHEMATIC IN NATURE.ELECTRICAL CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING ALL EXCAVATIONS SHALL BE EVALUATED BY TF,E ARCHITECT OR ENGINEER PRIOR TO POURING FOUNDATION CONCRETE. EXISTING CONDITIONS,FOR COMPLYING WITH ALL APPLICABLE CODES,FOR PROPER SIZING AND CIRCUITING OF WORKAND FOR 6. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY N.Y.S. PROVIDING RECORD"AS BUILT"DRAWINGS. PROJECT ADDRESS: 8. ALL FOUNDATION CONCRETE SHALL OBTAIN A 28-DAY COMPRESSIVE STRENGTH OF 3,000PSI. CODE,CAST IRON PIPE SHALL CONFORM TO LOCAL CODE REQUIREMENTS WITH APPROVED JOINT,PIPE 375 KAYLEIGHS COURT, EAST SUPPORTS AND CLEANOUTS. MARION, NY 11939 9. CONTRACTOR SHALL ADVISE ARCHITECT/ENGINEER OF ANY CONDITION DIFFERENT THAN ASSUMED DESIGN CRITERIA. 7. CONTRACTOR TO PROVIDE EQUIPMENT USE PERMIT IF REQUESTED BY THE AUTHORITIES HAVING .ELECTRICAL NOTES JURISDICTION OVER THIS PRODUCT. SHEET TITLE: 1. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE FEDERAL,STATE AND LOCAL AUTHORITIES ELECTRICAL CODES. 8. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY LICENSED PLUMBING CONSTRUCTION PLAN NOTES GENERAL NOTES CONTRACTOR.PLUMBING TO SUPPLY ALL NECESSARY INFORMATION FOR CUTOUTS TO BE PERFORMED 1. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS GOVERN.IN CASE OF CONFLICT CONSULT THE ENGINEER 2. NO WIRING SHALL BE LEFT EXPOSED. BY CABINET CONTRACTOR. 2. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE,UNLESS OTHERWISE NOTED.MAINTAIN 3. ALL OUTLETS,TELEPHONE JACKS AND SWITCHES SHALL BE MOUNTED VERTICALLY. 9. ALL CHANGES IN THE SIDE OF"RUN"ON DRAINAGE PIPING SHALL BE MADE WITH REDUCING FITTINGS. DIMENSIONS MARKED"CLEAR"OR"HOLD".ALLOW FOR THICKESS OF FINISHES. ALL WATER SUPPLY PIPING SHALL BE SIZED TO PRODUCE VELOCITY NOT TO EXCEED 8FT/SECOND AND 3. COORDINATE AND PROVIDE BLOCKING FOR ALL MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR 4. TYPICAL DIMENSION FROM CENTERLINE TO CENTERLINE OIF ADJACENT OUTLET BOXES SHALL BE 6'-01'. SHALL HAVE A MINIMUM OF 8 P.S.I.PRESSURE AT EVERY FIXTURE. CEILINGS. SEAL: DATE: 4. UNDERCUT OF DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4",UNLESS OTHERWISE NOTED 5. ALL ELECTRICAL OUTLETS SHALL BE V-6"ABOVE FINISH FLOOR(AFF)UNLESS OTHERWISE NOTED. 10. EXPANSION COMPENSATORS AND ANCHOR SHALL BE PROVIDED FOR EXPANSION IN HOT WATER 5. ALL INTERIOR GLAZING TO BE SAFETY GLAZING IN ACCORDANCE WITH APPLICABLE CODE. OF NE�V 11-25-2019 PIPELINES. 6. CONTRACTOR SHALL MARK ON SLAB THE LOCATION OF ALL PARTITIONS AND DOORS FOR REVIEW BY THE PROJECT# 6. ALL BACK TO BACK OUTLETS IN ADJOURNING ROOMS SHALL BE STAGGERED. ARCHITECT PRIOR TO INSTALLATION.REVIEW SHALL BE FOR DESIGN INTENT.CONTRACTOR TO VERIFY ALL co 1 HAM/ O 11. PROVIDE SHUT-OFF VALUE ON ALL BRANCH LINES TO EACH FIXTURE INCLUDING BRANCHES FROM CONDITIONS TO ENSURE PROPER FIT. `_ 010.09.25.19 7. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RUNNING OF AND INSTALLATION OS THE THERMOSTATS AND LINES AS CALLED FOR ON THESE MAIN AND RISERS. 7. ALL PARTITIONS SHALL BE PERPENDICULAR OR PARALLEL TO BUILDING CORE WALLS,UNLESS OTHERWISE NOTED. DRAWN BY: PT DRAWINGS. "8. ALL DOORS SHALL BE LOCATED 6TO INSIDE OF EDGE OF JAMB(HINGE SIDE 12. ALL WATER PIPING SHALL BE TYPE"L"COPPER TUBING. )OFF ADJACENT WALL,UNLESS OTHERWISE NOTED. DRAWN BY: RH 8. ALL MATERIALS SHALL BE NEW AND CONFORM TO THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND REGULATIONS. �i - w�. '�`��� 13. NEW HEATING AND HOT WATER UNITS SHALL BE MODIFIED TO SUIT NEW USAGE. 9. ALL RECEPTACLES TO BE GROUNDED AND TO RECEIVE STANDARD 3-PRONG PLUG,UNLESS VOLTAGE AMPERAGE OR SPECIFIC NOTATION CALL FOR A DIFFERENT ��• 086SCALE: RECEPTACLE. NYC DOB BSCAN: 10. ALL LIGHT SWITCHES SHALL BE GANGED TOGETHER WHERE EVER POSSIBLE. 11. PANEL LAYOUT TO CONFIRM TO NEW POWER REQUIREMENTS. 12. CONTRACTOR SHALL CONNECT,DI;iCONNECT AND PROVIDE ANY NECESSARY RUNS TO CONFORM TO REQUIREMENTS. 13. ELECTRICAL CONTRACTOR TO INSPECT THE EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TO ENSURE THE ELECTRICAL SUPPLY IS ADEQUATE CODES AND STANDARDS SUMMARY FOR THE NEW INTENDED USE. 1. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE 2105 INTERNATIONAL RESIDENTIAL CODE,AND THE 2017 DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES 14. CONTRACTOR SHALL RE-ROUTE AS REQUIRED ALL EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TO ENSURE THE ELECTRICAL AND HEATING NEW YORK STATE UNIFORM CODE SUPPLEMENT. LINES,WHICH INTERFERES WITH NEW CONSTRUCTIONS. 15. INSTALL AS PER OWNER'S DIRECTION ANY AND ALL TELEPHONE WIRING IN WALL PRIOR TO SHEET ROCKING ALL TEMPERATURE CONTROL WIRING SHALL BE SO RUN CONCEALED IN WALL,FLOOR AND OR CEILING. 16. ELECTRICAL WORK TO BE BOARD OF FORE UNDERWRITERS APPROVED. THIS APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR. RECESSED LIGHTING NOTES 17. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING ELECTRICAL BOXES,SWITCHES,OUTLETS,FIXTURES,ETC.AND MODIFY THE EXISTING ELECTRICAL SYSTEM TO SUIT 1. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO NEW USE,ALL IN ACCORDANCE WITH NEW YORK STATE ELECTRICAL CODE AND LOCAL AUTHORITIES REGULATIONS. MAXIMUM AIR LEAKAGE 2CFM. 18. INSTALL ALL WALL SWITCHES AT 4'-0"ABOVE FINISH FLOOF TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED. PLANS CODE COMPLIANCE DRAWING NUMBER: PLANS SHALL COMPLY WITH CHAPTER 3 AND UPDATED R301.2(1)OF THE INTERNATIONAL RESIDENTIAL CODE (2015)AND ALL APPLICABLE SECTIONS OF THE 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT. A1 . 09 SHEET: 10 OF 12 NOTE LICENSED PLUMBER TO VERIFY ALL EXISTING LINES SIZES AND CONDITIONS DISCLAIMER NOTE FOR PROPER INSTALLATION 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, INCLUDING ALL SKETCHES,PLANS,STUDIES, DRAWINGS,SCHEDULES,AND SPECIFICATIONS, AND COPYRIGHTS THEREIN,ARE AND SHALL NEW VENT UP THRU ROOF REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF NEW VENT UP THRU ROOF NEW VENT UP THRU ROOF SYED ENGINEERING,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, EXISTNG EXISTNG ELECTRONICALLY,OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SYED ENGINEERING,P.C. ROOF ROOF ROOF 2.THE CONTRACTOR SHALL CHECK AND VERIFY _ ALL CONDITIONS AND DIMENSIONS AND REPORT 2" ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 2" 2„ i i 2" 2" START OF WORK. 3.IT IS A VIOLATION OF NYS EDUCATION DEPT. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE — _ 2" DIRECTION OF A LICENSED ARCHITECT OR T _ _ I ENGINEER,TO ALTER THIS PLAN IN ANY WAY. r _ _ I I I "1 2" I 2" 1 1 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. NYS LOCAL LAW I 1 48/2010& THE CONTRACTOR SHALL LOCAL CHECK AND VERIFY ALL NEWCONDITIONS AND DIMESIONS AND REPORT ANY LAV. NE1 NEW i DISCREPANCIES TO THE ENGINEER PRIOR TO W.P.1-v TUB I I REVISIONS: SECOND FLOOR SECOND FLOOR 2 SECOND FLOOR I No. Description Date I77:1 I I 2 3" 2, i I 2" 1 C.O. 2.. NEW 3" I I � I I I I 2.. 2° 1 2„ 12„ I I I 2" 2,. I I 2 I 2" 1 2„ 1 1 1 I I I l I 2, I 3 I NEW „ I I I 1 I I KITCHEN NEW 1 I NEW 3 1 NEW NEW I NEW I 3 I NEW WA�HING I SINK LAV. I LAV. LAV. LAV. I I LAV. MA HINE DW N1=W NEW N�W N W 1 I NE I NEW 1 — N W I FT N WS OWER T B 11/2'C. SHJWER I . SHMER W.1 . W C. I 2"2" 1 2" 2" 1 2" FIRST FLOOR FIRST FLOOR FIRST FLOOR FE II 2- FIRST 2� 2� 4" I 311 21 2" I 3" 2" 2.. i 3" 2" 2.. 2.. i C.O. C.O. i I C.O. C.O. 1 i C.O. I T —NEW 3" I NEW 3" NEW 4" NEW 3 SOIL I NEW 3" SOIL NEW 3" SOIL i 1 I EXISTNG 3" SOIL ------ I 1 I I I ARCHITECT I ENGINEER OF RECORD: SYED ENGINEERING, P.C. RAFT HAMID, P.E. 95 KRUG PLACE PLUMBING RISER DIAGRAM PLUMBING RISER DIAGRAM PLUMBING RISER DIAGRAM MINEOLA, NEW YORK 11501 LANDLORD/OWNER'S INFORMATION: PORT OF SAG HARBOR, INC. 360 SEBASTIAN COVE MATTITUCK, NY 11952 p. 631-276-0771 PROJECT ADDRESS: TECHNICAL SPECIFICATIONS AND REQUIREMENTS 375 KAYLEIGHS COURT, EAST CATEGORY SPECIFICATION/REQUIREMENT MARION, NY 11939 VAULTED CEILING INSULATION Hot Roof:R-30-9"open cell spray foam(Sealed Attic) ABOVE-GRADE EXTERIOR WALL: R-19 batt in 2x6 wood studs(picture frame&top plate air sealing required) SHEET TITLE: WINDOWS/SKYLIGHTS U::5 0.30,SHGC:5 0.30 FLOOR ABOVE CRAWL R-30 Fiberglass Batt PLUMBING RISER HEATING SPECIFICATIONS: >-85%AFUE Boiler DIAGRAM AND COOLING SPECIFICATIONS 13 SEER AC equipment i WATER HEATING Fired water heater REQUIREMENTS MECHANICAL VENTILATION Mechanical Ventilation>150 CFM ***must use 6"hard pipe.Panasonic WhisperGreen bath fan model#FV-0511VKS2 Panasonic WhisperGreen bath fan model#FV-0511VKS2 SEAL: DATE: INFILTRATION(BLOWER DOOR): <_3 air changes per hour DUCT LEAKAGE <-4%leakage for ducts outside of thermal envelope SOF NE11-25-2019 t�y LIGHTING 100%high efficiency lighting(CFL's or LED's) CO �pFl HA/ 0� PROJECT# APPLIANCES: All appliances must be Energy Star certified ,t%" 010.09.25.19 DRAWN BY: PT RAWN BY: RH �0�. OoO SCALE: 1/411 = 1'-011 NYC DOB BSCAN: DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES DRAWING NUMBER: P1 . 10 SHEET: 11 OF 12 SHEAR WALL CL STUD OR POST PER PLAN. PER PLAN, PROVIDE SHEAR WALL TYP. BOUNDARY NAILING INTO POST. DISCLAIMER NOTE I PROVIDE SOLID BLOCKING AS I RAFTER(S)PER 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, REQ'D FOR FULL BEARING BETWEEN POSTS. PLAN(2x MIN) INCLUDING ALL SKETCHES,PLANS,STUDIES, DRAWINGS,SCHEDULES,AND SPECIFICATIONS, � SILL PLATE � SIMPSON H1,H10, �2x TOP PLATES AND COPYRIGHTS THEREIN,ARE AND SHALL 13/4" 1111 Z OR HS24 JOISTS OR BLK'G REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SYED ENGINEERING P.C. THE DOCUMENTS AND FLOOR SHEATHING MIN PER PLAN A AS OCCURS 000&O gp � JOIST OR BLK'C; I ° THEIR CONTENTS MAY NOT BE USED, PHOTOCOPIED,OR REPRODUCED DIGITALLY, PER j e ELECTRONICALLY,OR IN ANY OTHER MANNER TIE BOLT PER PLAN WITHOUT THE EXPRESS WRITTEN CONSENT OF J. SYED ENGINEERING,P.C. I - CONTINUED RAFTER W/ o CEILING JOIST FRAMING o o p° ° 2.THE CONTRACTOR SHALL CHECK AND VERIFY O AS OCCURS ALL CONDITIONS AND DIMENSIONS AND REPORT DBL TOP PLATE. ° ANY DISCREPANCIES TO THE ENGINEER PRIOR TO SHEARWALL EDGE �SIMPSON HDA PER PLAN NAILING AS ° START OF WORK. STUD BOLTS W/STANDARD 0 OCCURS,TYP. a / WASHERS.PROVIDE SIMPSON BP ° o e 3.IT IS A VIOLATION OF NYS EDUCATION DEPT. LAW BEARING PLATES FOR DEFLECTION o °o CRITICAL APPLICATIONS,TYP. �1�� \ 8 9 a J \/\\ \ FOR ANY PERSON,UNLESS ACTING UNDER THE F A LICENSED ARCHITECT OR SIMPSON H10-2 O g OD TRIMMER STUD �G 'o: a ENGINEEDIRECTIR,TOO ALTER THIS PLAN IN ANY WAY. AS OCCURS B o a SECTION ELEVATIONa NOTE:BLOCKING BETWEEN RAFTERS P a LAYOUT4.THIS 12 1 AND ADDITIONAL SHEAR TRANSFER NOT � o°° _ ,� a a a SHOWN FOR CLARITY.SEE APPLICABLE THE CONTRACTOR SHALL CHECK AND VERIFY ALL NYS LOCALLAW 48/2010&LOCAL LAW 101 . E.C.C.C. HD TIE BETWEEN FLOORS DETAILS AS REQUIRED. ° a 0 CONDITIONS AND DIMESIONS AND REPORT ANY FASTENERS RAFTER TIE TO TOP PLATE H2,5 ° p . .. o DISCREPANCIES TO THE ENGINEER PRIOR TO SIMPSON MINIMUM DIM FOR BOLT o� MODEL POST OR TIE BOLT STUD BOLTS ° o o ° REVISIONS: NO. STUD SIZE PLACEMENT CL' DIA OTY DIA FASTENERS NAILS DETAIL SIMPSON o � o two H4 ° No. Description Date HD2A 2x 17/16 5/8 2 5/8 MARK PIECE RAFTER TOP PLATE HD5A 2x 23/16 5/8 OR 3/4 2 3/4 A H1 6-8d x 1 1/2 4-8d MTS20 HD6A 2x 21/16 7/8 2 7/8 B H10,H10R 8-8d x 1 1/2 8-8d x 1 1/2 MAS ° HDBA 2x 21/16 7/8 3 7/8 C H11Z 6-16d x 2 1/2 6-16d x 2 1/2 O o 0 0; HD10A 2x 21/16 7/8 4 7/8 D H10-2 6-10d 6-1Od THA218 HD14A 4x6 23/16 1 4 E HS24 2-8d SLANT 8-8d Simpson Strong-Tie MAS H10 HD20A 4x6 23/8 11/4 4 1 Sill Plate to Foundation H8 Simpson Strong-Tie Truss and Rafter Connections to Masonry/Concrete WIND AND SEISMII3P' NOTES THIS IS TO CERTIFY THAT THE BUILDING COMPONENTS HAVE BEEN COMPLETED AS PER SPECIFICATIONS IN ADDITION TO THE DEAD LOAD (D) OF THE BUILDING COMPONENTS. THE MEMBERS ARE DESIGNED ON THE FOLLWING DESIGN BASIS: COLLATERAL LOAD (C) 5 psf ON ROOF MEMBERS 5 psf ON SUPPORTING FRAMES ARCHITECT/ENGINEER OF RECORD: ROOF LIVE LOAD (Lr) SYED ENGINEERING, P.C. 20 psf ON ROOF MEMBERS WITH REDUCTION ON SUPPORTING FRAMES AS PERMITTED RAFI HAMID, P.E. BY CODE 95 KRUG PLACE SNOW LOAD (S) MINEOLA, NEW YORK 11501 14 psf ROOF SNOW LOAD ROOF EXPOSURE CONDITION = PARTALLY EXPSED LANDLORD/OWNER'S INFORMATION: THERMAL CONDITION = ALL STRUCTURES THAT DO NOT OTHERWISE QUALIFY ASS PORT OF SAG HARBOR, INC. EITHER " STRUCTURES KEPT JUST ABOVE FREEZING AND OTHER " OTHERS OR "UNHEOTED STRUCTURES AND STRUCTURES INTENTIONALLY 360 SEBASTIAN COVE TTITUCK, NY 11952 KEPT BELOW FREEZING" p. - 7 - 771 20 psf ROOF GROUND SNOW LOAD THERMAL FACTOR = 1.0 SNOW EXPOSURE FACTOR = 1.0 SNOW IMPORTANCE FACTOR = 1 .0 WIND LOAD (W) EXPOSURE (SURFACE ROUGHNESS) CATEGORY = C 120 mph BASIC WIND SPEED (3 -- SECOND GUST) ENLOSURE CLASSIFICATION = ENCOLSED BUILDINGS PROJECT ADDRESS: INTERNAL PRESSURE CONEFFICIENTS = + 0.18 AND - 0.18 WIND IMPORTANCE FACTOR = 1.0 375 KAYLEIGHS COURT, EAST DESIGN PRESSURE FOR WALL COMPONENTS AND CLADDING = + 32.20 psf AND -43.12 psf MARION, NY 11939 SEISMIC LOAD (E) EQUIVALENT LATERAL FORCE PROCEDURE SHEET TITLE: 20 %g 0.2 SEC SHORT PERIOD SPECTRAL RESPONSE ACCELERATION S (s) STRUCTURAL 6 %g 1.0 SEC SPECTRAL RESPONSE ACCELARATION S (1) SITE CLASSIFICATION = D HOLD-DOWN DETAILS SEISMIC IMPORTANCE FACTOR = 1.0 SEISMIC DESIGN CATEGORY = B SEISMIC DESIGN SHORT PERIOD ACCELERATION, sds = 0.213g SEAL: DATE: SEISMIC DESIGN 1 sec PERIOD ACCELERATION, sd1 = 0.096g eSOF IN 11-25-2019 TRANSVERSE DIRECTION OCBF (X --BRACING) Q. FI HA O BASE SHEAR. V = PCSW P = 1.00 CS= SDS / (R/1) = 0.0711 R=3<3.25 PROJECT# TRANSVERSE DIRECTION OMF (RIGID FRAMES) °` 010.09.25.19 k 14`1 BASE SHEAR. V = PCSW P = 1.00 CS= SDS / (R/1) = 0.0711 R=3<3.25 DRAWN BY:AUthor LONGITUDINAL DIRECTION OMF (RIGID FRAMED) rr.;a-w DRAWN BChecker BASE SHEAR. V = PCSW P = 1.00 CS= SDS / (R/1) = 0.0711 R=3<3.25 CLASSIFICATION OF BUILDING = II. ALL BUILDING AND OTHER STRUCTURES EXCEPT „N0 0866,\” SCALE: THOSE LISTED IN CATEGORIES I, III, AND IV. - ° - As indicated NYC DOB BSCAN: NOTES : 1. ROOF DESIGN IS BASE ON THE LARGER OF LIVE LOAD OR ROOF SNOW LOAD. DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES DRAWING NUMBER: S1 . 11 SHEET: 12 OF 12 SUR V. .11),.FlY OF PROPERTY IN CERTIFIED T0: A T EAST MARION PORT OF SAG HARBOR INC. STEWART TITLE INSURANCE COMPANY TOWN OF SOUTHOLD BIG APPLE TITLE AGENCY, INC. SUFFOLK COUNTY, N. Y. 1000-31-04—.16.8 SCALE: 1 D=30 JULY 24, 2019 LOT 3 - TES. AUGUST 13, 2019 (PROPOSED BU/LD/NG) ' 29' •52, eox (REVISE PROP,AUGAUGUST 29,UST 20, E 2019 (REVISE P00� HOUSE) GE) SEPTEMBER 78, 2079 (SLAB LOCA i10NS) DECEMBER 2, 2019 (DECK REVISED) N DECEMBER 23, 2019 (PORCH REVISED) �9. 44"E � RAW ffi&j2E--C-0-NTAffij4d0T ,�� BE � n � HOUSE 2912 SQ.FT. ow GARAGE N C GARAGE 384 SQ.FT. PRppOSED J �10 os DT10�OAppIT�ON � � �'G P001. HOUSE 350 SQ.FT. x � �, PROP � R/0 PORCH 257 SQ.FT* os r ow �2.$ �� 3�3 sQ.Fr. 3903 X 1 X .17 = 664 CU.FT. Z x POOL DW -73 � o DW 0 J� PERVIOUS DRIVEWAY = 2551 SQFT. to (p 2551 X 1 X .17 = 434 .CU.FT. vz/ m � 1098 CU-FT- ?POP• O . . . oo 100 °w Nr � P�RCN -�z �< 11"1 1098/42.2 = 26.1 VF �0 CE Z o oo o r GMF C PROVIDE (5) DRYWELLS 80 X 6' DEEP pOsE � o11 p �' CONNECTED BY GUTTERS & LEADERS t34.o' x �. :o_ N T 28.0 Q N�p�F LOT 2 `P�oS�He SE j4.A' 0 N p EAST MARION �G LOCA���N � ' SCHOOL DISTRICT PROPOSED � 1-1/2 STY. oasnNc ADDITION SANITARY m GW- U/C SYSTEM 1 KEY PROP. POOL COMPLIANT ` i EXISTING � V---FENCE G� DW G Q = REB,AR x P. PROP. � WELL GATE D = STAKE � = TEST HOLE N D = MONUMENT ! 5g'00� N/0/F $7� TOWN OF SOUTHOLD � O = WEAND FLAG TL CID = uncrrr Poco A` RpAD U/C = UNDER CONSJRUCnON �A11� LOT NUMBERS REFER TO "H/GHPO/NT WOODS" FIXED /N THE SUFFOLK N. LIC. NO. 49618 COUNTY CLEI?K'S OFFlCE ON JULY 25, 1997 AS FILE N0. 10035. PECONIC SUR l/EYORS, P. C. ANY ALTERA110N OR ADD/710N TO THIS SURVEY IS A V10LA77ON OF SEC71pN 7209 OF 7HE NEW YORK AREA= 43o890 ,sQ. FT. (6%51) 765-5020 FAX (637) 765- 1797 P. O. BOX 909 STATE EDUCA714N LAW. EXCEPT AS PER SEC710N 7209-SUBDIVISION 2. All CERT/FlCATIONS HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL 7230 TRAVELER STREET 19-039 OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 DISCLAIMER NOTE REScheck Software Version 4.6.5 REScheck Software Version 4.6.5 Section 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, # Foundation Inspection Complies? Comments/Assumptions INCLUDING ALL SKETCHES,PLANS,STUDIES, meg toI I DRAWINGS,SCHEDULES,AND SPECIFICATIONS, inspection Checklist 303.2.1 A protective covering is installed to Ucomplies :Exception:Requirement is not applicable. Compliance Cert"Ificace [FOI 112 protect exposed exterior insulation :Oboes Not AND COPYRIGHTS THEREIN,ARE AND SHALL and extends a minimum of 6 in.below � i REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF Energy Code: 2015 IECC ;grade. :C]Not Observable: SYED ENGINEERING,P.C. THE DOCUMENTS AND Requirements: 100,0% were addressed directly in the RESCheck software EINot Applicabl.e 403.'3-'Snow-and ice-melting system controls:ElCom plies :Exception: Requirement is not applicable, THEIR CONTENTS MAY NOT BE USED, Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen, For each [FO12)? :installed. LIDoes Not PHOTOCOPIED,OR REPRODUCED DIGITALLY, Project requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception ELECTRONICALLY,OR IN ANY OTHER MANNER is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided, :oNot Observable! WITHOUT THE EXPRESS WRITTEN CONSENT OF Energy Code: 2015 IECC -Section UNot Applicable SYED ENGINEERING,P.C. Location: Southold, New York # I Pre-inspection/Plan Review Plans Verified Field Verified les? Comments/Assumptions Additional Comments/Assumptions: Construction Type: Single-family Req.10 Value Value Project Type: Addition 103.1, :Construction drawings and '17-1complies :Requirement will be met. 2.THE CONTRACTOR SHALL CHECK AND VERIFY Climate Zone: 4 (5572 HDR} 103.2 :documentation demonstrate 'L]Does Not i ALL CONDITIONS AND DIMENSIONS AND REPORT Permit Date: for the (PRIJI ;energy code complianceONot Observable ANY DISCREPANCIES TO THE ENGINEER PRIOR TO t building envelope.Thermal Permit Number: ;envelope represented on ONot Applicable START OF WORK. construction documents. Construction Site: Owner/Agent., Designer/Contractor: 1031, :Construction drawings and ;®Complies :Requirement will be met. 3. IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW 375 Kayleigh Court William Spooner Syed Engineering 103,2, documentation demonstrate ODoes Not FOR ANY PERSON,UNLESS ACTING UNDER THE East Marion,NY 403.7 energy code compliance for DIRECTION OF A LICENSED ARCHITECT OR [PR3]1 ,fighting and mechanical systems. ONot Observable ENGINEER,TO ALTER THIS PLAN IN ANY WAY. :Systems serving multiple 'nNot Applicable :dwelling units must demonstrate :compliance with the IECC 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C.C.C. 'Commercial Provisions. NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. Compliance: 5.2%Better Than Code Maximum UA. 479 Your UA: 454 Maximum SHGC: 0.40 Your SHGC: 0.30 - 302.1, Heating and cooling equipment is: Heating: Heating: :Ocomplies :Requirement will be met. THE CONTRACTOR SHALL CHECK AND VERIFY ALL Tile%Better or Worse Than Code Index refle�ts haw close to corrDfiance the house is based on Code trade-Offrule$. i It OOES NOT prowde an estimate of er erjy tse of cost relative to mise-m-code home. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :E]Does Not CONDITIONS AND DIMESIONS AND REPORT ANY (PR2F ;on loads calculated per ACCA Cooling: Cooling: []Not Observable DISCREPANCIES TO THE ENGINEER PRIOR TO ;Manual)or other methods Btu/fir Btu/hr DISCREPANCIES Applicable Envelope Assem 11-ke-S, :approved by the code official. REVISIONS: 7 l 15 Additional Comments/Assumptions: No. Description Date - 7 Ceiling 1: Flat Ceiling or Scissor Truss 1,359 30.0 0,0 0.035 48 Ceiling 2:Cathedral Ceiling 1,506 30.0 0.0 0.034 51 Wall 1:Wood Frame, 16"o.c. 3,007 19.0 010 0.060 152 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 359 0.300 108 SHGC:0.30 Door 1:Glass 110 0.300 33 SHGC:0.30 Floor 1:All-Wood joistrrruss:Over Unconditioned Space 1,869 30.0 0.0 0.033 62 Compliance Statement, The proposed building design described here is consistent with the building plans,specifications,and other calculatons submitted with the permit application,The proposed building has been designed to meet the 2015 IECC requirements in REScheck� rslon 4.6,5 a to compi with thT mandatary requirements listdod in the REScheck Inspection Checklist Name-Title Signature J Date/ I [High impact(Tier 1) 12]Medium Impact(Tier 2)---- 3 ?r 3) Impact(Tier 2) 3'.1 Low Impact jft:e:r:=3) ARCHITECT ENGINEER OF RECORD: Project Title: Report date: 12123/19 Project Title: Report date: 12/23/19 Project Title: Report date: 12/23119 SYED ENGINEERING, P.C. Data filename- C:\tjsers\MATTHEW\Desktop\REScheck\375 Kayleigh Court.rck Page I of 9 Data filename: C:\Users\MATTHEW\Desktop\REScheck\375 Kayleigh Court.rck Page 2 of 9 Data filename: C:\Users\NIATTHEW\Desktop\REScheck\375 Kayleigh Court.rck Pane 3 of 9 RAM HAMID, P.E. 95 KRUG PLACE MINEOLA, NEW YORK 11501 LANDLORD/OWNER'S INFORMATION: PORT OF SAG HARBOR, INC. 360 SEBASTIAN COVE Section umptions # 'I Framing Rough-in Inspection ed Field Verified Complies? Comments/Assumptions MATTITUCK, NY 11952 Value A li�eq. D -276-0771 Ll�,e �e p. 631 402.11, :Glazing U-factor(area-weighted U- UW :[3complies :see the Envelope ASSeMblieS 402.3.1, :average). UlDoes Not :table for values. TECHNICAL SPECIFICATIONS AND REQUIREMENTS 402.33, 402.5 :ONot Observable 1 :ONot Applicable CATEGORY SPECIFICATION/REQUIREMENT [FR21 VAULTED CEILING INSULATION Hot Roof:R-30-9"open cell spray foam(Sealed Attic) ABOVE-GRADE EXTERIOR WALL: R-19 batt in 2x6 wood studs(picture frame&top plate air sealing required) 303.13 W-factors of fenestration products' FIComplies :Requirement will be met. [FR411 :are determined in accordance 171Does Not WINDOWS/SKYLIGHTS U:50.30,SHGC:50.30 i with the N FRC test procedure orFLOOR ABOVE CRAWL R-30 Fiberglass Batt :taken from the default table, nNot Observable 1 ONot Applicable HEATING SPECIFICATIONS: 85%AFUE Boiler PROJECT ADDRESS: 402.4.1.1 Air barrier and thermal barrier 000mplies Requirement will be met. COOLING SPECIFICATIONS 2:13 SEER AC equipment [FR23]1 installed per manufacturer's 0Does Not WATER HEATING Fired water heater 375 KAYLEIGHS COURT, EAST :instructions, MARION, NY 11939 .0Not Observable MECHANICAL VENTILATION Mechanical Ventilation�:150 CFM ***must use 6"hard pipe.Panasonic WhisperGreen bath fan model#FV-W1 1_VKS2 E]Not Applicable Panasonic WhisperGreen bath fan model#FV-051 1 VKS2 402.4.3 :Fenestration that is not site built F]Complies :Requirement will be met. INFILTRATION(BLOWER DOOR): :5 3 air changes per hour SHEET TITLE: [FR20]1 :is listed and labeled as meeting 17113oes Not :AAMA/WDMAICSA lol/I.S.2/A440, DUCT LEAKAGE :5 4%leakage for ducts outside of thermal envelope 42) :or has infiltration rates per NFRC ,[:]Not Observable LIGHTING 100%high efficiency lighting(GEC's or LED's) ENERGY ANALYSIS 1 OF 2 :®Not Applicable 1400 that do not exceed code :limits. APPLIANCES: All appliances must be Energy Star certified 402.4.5 JC-rated recessed lighting fixtures, r1complies ,Requirement will be met. [1`11161' :sealed at housing/interlor finish ©Does Not ;and labeled to indicate s2.0 cfm :ONot Observable :leakage at 75 Pa. DATE: :ONot Applicable eu 4033.1 'Supply and return ducts in attics .[]Complies Requirement will be met. [FR1211 ;insulated >=R-8 where duct is '[:]Does Not 11-25-2019 >=3 inches in diameter and > 0, ICA, R-6 where<3 inches. Supply and 'C]Not Observable CO PROJECT# return ducts in other portions of ;ONot Applicable 010.09.25.19 :the building insulated >- R-6 for ;diameter>= 3 inches and R-4.2 'for< 3 inches in diameter, bRAWN BY: PT 403,15 ,Building cavities are not used as ClComplies :Requirement will be met. DRAWN B61 h ec ke r (FR1513 ducts or plenums. UDoes Not i 0. 08roro� FINot Observable SCALE: �ONot Applicable I I I.-.......... 403.4 HVAC piping conveying fluids R- R- :E]Complies :Requirement will be met. (FR1712 above 105 QF or chilled fluids UDoes Not NYC DOB BSCAN: !below 55 QF are insulated to?R- V; 3. !ONot Observable ONot Applicable 403.4.1 Protection of insulation on HVAC 0complies :Requirement will be met, [FR24]1 piping. CIDoes Not ONot Observable -ONot Applicable 403,5.3 Hot water pipes are insulated to R- R_ :E]Complies ;Requirement will be met. [FR1811 2�R-3. !E]Does Not I DOB APPROVAL STAMP NYC DOB STAMPS&SIGNATURES []Not Observable ;ONot Applicable 403,6 Automatic or gravity dampers are l7lComplies ;Requirement will be met. (FR1912 ,installed on all outdoor air .[]Does Not Intakes and exhausts. :[]Not Observable ';ONot Applicable t Additional Comments/Assumptions: 11 lHigh Impact(Tier 1) 1 2) 13 Low lrnpact�(�Tier3) [flHigh Impact(Tier 1) J2 Medium Impart(Tier 2l 3 Low Impact(Tier 3) Project Title: Report date: 12/23/19 Project Title: Report date: 12/23119 DRAWING NUMBER: Data filename: C.,\Users\P4ATTHEW\Desktop\RESclieck\375 Kayleigh Court.rck Page 4 of 9 Data filename: C,\Users\MATTHEW\Desktop\REScheck\375 Kayleigh Court.rck Page 5 of 9 EN1 . 12 SHEET: 13 OF 14 DISCLAIMER NOTE Se ion Section d -Section P ed 1.THE ENTIRE CONTENTS OF THIS DOCUMENT, It Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Final Inspection Provis aon-splans Verified Field Verified Complies? Comments/Assumptions # Final Inspection Provisions Plans Verified Complies? Comments/Assumptions Value Value Value value Value INCLUDING ALL SKETCHES,PLANS,STUDIES, I&Fteq.IDI 1—-......-., I I I & Re I L71;__ ___!1C77rr & Re .ID 1, 1 DRAWINGS,SCHEDULES,AND SPECIFICATIONS, 303,1 :All installed insulation is labeled ocomplies :Requirement will be met. 402.11, 'Ceiling insulation R-value, 1 R- R- ,®Complies :See the Envelope Assemblies 403.6.1 All mechanical ventilation system' CJComplies :Requirement will be met, (IN13]2 ;or the installed It-values C3Does Not 402.2.1, El wood C] Wood ;E]Does Not table for values JH25]' fans not part of tested and listed AND COPYRIGHTS THEREIN,ARE AND SHALL I .[]Does Not provided. 402.2.2, ❑ Steel Steel �[]Not Observable HVAC equipment meet efficacy REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF '[-]Not Observable 402,2.6 and air flow limits. C]NoL Observable 1 SYED ENGINEERING,P.C. THE DOCUMENTS AND ONot Applicable :[]Not Applicable [Fill' []Nat Applicable THEIR CONTENTS MAY NOT BE USED, 402.1.1, !Floor insulation R-value. R- 1 R- ;®Complies See the Envelope Assemblies 4012 Hot water boilers supplying heat OComplies Requirement will be met. a table for value& PHOTOCOPIED,OR REPRODUCED DIGITALLY, I ,[] Wood ;®Does Not iC]Dops Not 402,2,6 Wood 1. — [r12611 through one-or two-pipe heating 303-1.1.1,!Ceiling insulation installed per �OCornplies Requirement will be met. ELECTRONICALLY,OR IN ANY OTHER MANNER [INIII systems have outdoor setback Steel D Steel ;,[]Not Observable 303.2 []Does Not []Not Observable WITHOUT THE EXPRESS WRITTEN CONSENT OF �manufacturer's instructions, control to lower boiler water 'ONot Applicable 13Not Applicable (F1211 Blown insulation marked every ®Not Observable temperature based on outdoor SYED ENGINEERING,P.C. 300 W. C]Not Applicable temperature, 303.2, Floor insulation installed per OComplies Requirement will be met. 403.5.1.1 Heated water circulation systems [Complies :Requirement will be met. 102,23 Vented attics with air permeable DComplies Requirement will he met. C]Does Not 402.2.7 manufacturer's instructions and [1`1221� :Insulation Include baffle adjacent ;13Does Not [F12812 have a circulation pump.The '[Does Not 2.THE CONTRACTOR SHALL CHECK AND VERIFY [IN211 :in substantial contact with the ONot Observable :to soffit and save vents that system return pipe is a dedicated underside of the subfloor,or floor, TINot Observable return pipe or a cold water supply, C]Not Observable ALL CONDITIONS AND DIMENSIONS AND REPORT I ONot Applicable :extends over insulation. []Not Applicable pipe.Gravity and thermos- ONot Applicable ANY DISCREPANCIES TO THE ENGINEER PRIOR TO :framing cavity insulation is in -contact with the!top side of syphon circulation systems are START OF WORK. 402.2.4 :Attic access hatch and door R- R- ElComplies !Requirement will be met. :sheathing,or ccntinuous not present,Controls for :circulating hot water system :insulation is installed on the (F1311 insulation ztR-value of the Tboes Not :adjacent assembly. 3.IT IS A VIOLATION OF NYS EDUCATION DEPT.LAW :underside of floor framing and :[]Not Observable pumps start the pump with signal ,extends from the bottom to the :[]Not Applicable for hot water demand within the FOR ANY PERSON, UNLESS ACTING UNDER THE top of all perimeter floor framing occupancy,Controls DIRECTION OF A LICENSED ARCHITECT OR ,Members. 402.4.1.2 ;,Blower door test @ 50 Pa.-5 ACH 50 ACH 50 :©Complies Requirement will be met, automatically turn off the pump ENGINEER,TO ALTER THIS PLAN IN ANY WAY. :C]Complies :See the Envelope Assemblies when water is in circulation loop 402.1.1, :Wall insulation R-value.If this is a', R- R [FI1711 ich in Climate Zones 1-2,and ;®Does Not <=3 ach in Climate Zones 3-8. 402.2.5, wall with at least 1/7 of the Wood d :IJDoes Not table For values, is at set-point temperature and :FlNot Observable : 402,2,6 �mall insulation on the wail 0 woo no demand for hot water exists. 4.THIS LAYOUT COMPLIES WITH THE 2016 E.C,C.C. ❑ Mass :[3 mass TINot Observable tlNot Applicable NYS LOCAL LAW 48/2010&LOCAL LAW 1/2011. PN311 :exterior,the exterior insulation 403.5A.2 Electric heat trace systems ®Com lies Requirement will be met, n Steel Applicable cfM1100 :requirement applies(FRIO). E] Steel e 4033.4 Duct tightness test result of<=4 cfm/100 t �Dcomplies Requirement will be met. [F129P 'comply with IEEE 515,1 or UL THE CONTRACTOR SHALL CHECK AND VERIFY ALL [F1411 ;cfrn/100 ft2 across the system or —ft= ft2 1ODoes Not 515,Controls automatically 1710oes Not CONDITIONS AND DIMESIONS AND REPORT ANY <=3 cfm/100 ft2 without air :E]Not Observable adjust the energy input to the FlNot Observable DISCREPANCIES TO THE ENGINEER PRIOR To 303.2 :Wall insulation is installed per ClComplies Requirement will be met. handier@ 25 Pa, For rough-in ![]Not Applicable heat tracing to maintain the PNot Applicable tests,verification may need to 8 1 AR I OF WORK. I desired water temperature in the [IN4]1 ;manufacturer's instructions, FIDoes Not i !occur during Framing Inspection. i piping. REVISIONS: []Not Observable �E]Complies :Requirement will be met. — 403.3.3 :Ducts are pressure tested to cfm/100 cfm/IOO 403.5,2 Water distributions ystems that ©Complies Requirement will be met. Tt_2 ONot Applicable [F12711 :determine air leakage with Tt= []Does Not No. Description :either:Rough-in test:Total [F13012 have recirculation pumps that 'C]Does Not Date Additional Comments/Assumptions: :,leakage measured with a [Not Observable 1 pump water from a heated water ONot Observable UNot Applicable pressure differential of 0.1 inch supply pipe back to the heated ;w,g, across the system including water source through a cold ONot Applicable :the manufacturer's air handler water supply pipe have a :enclosure If installed at time of demand recirculation water Jest, Postconstruction test:Total system,Pumps have controls Jeakage measured with a :that manage operation of the -pump and limit the temperature :pressure differential of 0.1 inch o :w.g,across the entire system f the water entering the cold :including the manufacturer's airwater piping to 1049F, handler enclosure. Drain water heat recovery units EComplies ;Exception: Requirement is ! 403.3,2,1 !Air handier leakage designated ocomplies ;Requirement will be met. (F13112 tested in accordance with CSA ElDoes Not not applicable. 855.1,Potable water-side [F124]1 by manufacturer at<=2%of []Does Not 01,40t Observable i ,pressure loss of drain water heat design air flow. []Not Observable recovery units <3 psi for oNot Applicable ONot Applicable individual units connected to one or two showers. Potable water- 403.11 Programmable thermostats ocomplies :Requirement will be met. side pressure loss of drain water ]2 installed for control of primary []Does Not [F19 heat recovery units<2 psi for heating and cooling systems and 'EINot Observable individual units connected to 'Initially set by manufacturer to 'three or more showers, ,code specifications. ONot Applicable 404.1 :75%of lamps in permanent [complies ;Requirement will be met. 403.1,2 Heat pump thermostat installed ECompties ;Exception: Requirement is [F1611 'fixtures or 75%of permanent 0Does Not [F11012 on heat pumps. ;®Does Not :not applicable, :fixtures have high efficacy lamps.; oNot Observable :Does not apply to low-voltage CDNot Observable : EINot Applicable ;lighting, i 0Not Applicable 403,5.1 Circulating service hot water 17Complies Requirement will be met. Fuel gas lighting systems have [3complies :Requirement will be met, : (FI1112 systems have automatic or "®Does 404.11 no continuous pilot light.Does Not nDoes Not i accessible manual controls. ONot Observable ONot Observable ❑Not Applicable Medium Impact(Tier 2) 13 Low Impact(Tier 3) []Not Applicable 11 High Impact{Tier i�1) 2 Medium Impact(Tier 2) Low Impact p a�ct(T i I er�3) El High impact(Tier 1) 2 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(I ler 3) ARCHITECT ENGINEER OF RECORD: Project Title: Report date: 12/23/19 Project Title: Report date: 12/2?119 Project Title* Report date,. 12123/19 SYED ENGINEERING, P.C. Data filename; C:\Users'kMAT7HEVI\Desktop\REScheck\375 Kayleigh Court.rck Page 6 of 9 Data filename: C:\Users\MATTHEW\Desktop\RESctieck\375 Kayleigh Court.rck Page 7 of 9 Data filename: C:\Users\MATTHEW\Desktop\REScheck\375 Kayleigh Court,rck Pzigels of 9 RAFI HAMID, P.E. 95 KRUG PLACE MINEOLA, NEW YORK 11501 LANDLORD/OWNER'S INFORMATION: PORT OF SAG HARBOR, INC. Section Verified 360 SEBASTIAN COVE Plans Vered Field Verified# Final Inspection Provisions Complies? CommentslAssumptions MATTITUCK, NY 11952 value Value & ReqAD I I I 1 1 4013 'Compliance certificate pasted. ZIComplies Requirement will be met. p. 631-276-0771 [FI712 ®Does Not 2015 IECC Energy []Not Observable ClNot Applicable Efficiency Certificate 303.3 Manufacturer manuals for C31-omplies Requirement will be met. IF11811 mechanical and water heating C3 Does Not ;systems have been provided. ONot Observable ®Not Applicable Above-Grade Wall 19.00 Additional Comments/Assumptions: Below-Grade Wall 0100 PROJECT ADDRIZIS- Floor 30.00 Ceiling / Roof 30.00 375 KAYLEIGHS CO&RT, EAST MARION, NY 0939 Ductwork (unconditioned spaces): 7-7. 7 777W i97717w] _77 SHEET TITLE: Window 0.30 0.30 ENERGY ANALYSIS 2 OF 2 Door 0.30 0.30 ........... 77!"`7�, Heating System: Cooling System: SEAL: DATE: Water Heater; OF Nie&V 11-25-2019 -1 Name: Date: CO I HA 0 PROJECT# Comments010.09.25.19 VMA P, RAWN BY: PT RAWN BY: RH SCALE: C DOB BSCAN: DOB APDVAL STAMP NYC DOB STAMPS&SIGNATURES Cl High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 11-ow Impact(Tier DI Project Title: Report date: 12123/19 Data filename: C:\Users),MATTHEMDesktopXREScheck\375 Kayleigh Court.rck Page 9 of 9 DRAWING NUMBER: EN1 . 13 rSHEET: 14 1 OF 14