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HomeMy WebLinkAbout45669-Z o�S�FFOL oy Town of Southold 3/17/2022 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42920 Date: 3/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 245 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/24/2020 pursuant to which Building Permit No. 45669 dated 1/12/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front masonry patio, rear masonU patio, partially covered rear masonrypatio, second floor balcony and finished bonus room over attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1758 1/7/2022 ELECTRICAL CERTIFICATE NO. 45669 11/4/2021 PLUMBERS CERTIFICATION DATED 10/1/2021 ac rove Plu ing ut or' e Signature °�SofFo�K�o TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "oy • �� SOUTHOLD, NY sol �a° s 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#: 45669 Date: 1/12/2021 Permission is hereby granted to: 55 Cox Neck Road Realty LLC 9 Colonial Dr Upper Brookville, NY 11545 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 245 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 11.3.-7-19.30 Pursuant to application dated 12/24/2020 and approved by the Building Inspector. To expire on 7/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,592.00 CO-NEW DWELLING $50.00 Total: $2,642.00 Building Inspector �o�suFFnc,r�oTOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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 #: 45669 Date: 1/12/2021 Permission is hereby granted to: 55 Cox Neck Road Realty LLC 9 Colonial Dr Upper Brookville, NY 11545 To: construct a new single family dwelling as applied for per SCHD approval. * 1N4'l�2 ,"Al tien'd permit to include finished room, with egress window, over garage. At premises located at: 245 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.30 m Pursuant to application dated 12/24/2020 and approved by the Building Inspector. To expire on 7/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,592.00 CO-NEW DWELLING $50.00 ELECTRIC $225.00 AMEN,L)IYIETTT�C.O PEVtLI - $105°00!. Total: $2,972.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 165-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. 'Certificate of Occupancy_New dwelling$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 $15.00 Date. December 15, 2020 New Construction: X Old or Pre-existing Building: (check one) Location of Property. 245 Cox Neck Road Mattituck House No. Street Hamlet Owner or Owners of Property: Constantino Marra Suffolk County Tax Map No 1000, Section 113 Block 07 Lot 19.30 Subdivision c Filed Map. Lot: Permit No. ,�p I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, Constantino Marra residing at 71 15th Avenue Sea Cliff, NY 11579 (Print property owner's name) (Mailing Address) do hereby authorize AMP Architecture (Agent) to apply on my behalf to the .Southold Building Department. 12/14/2020 (Owner's Signature) (Date) Constantino Marra- Marratime Capital LLC (Print Owner's Name) o��OF SOUT�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinl-town.southold.nv.us Southold,NY 11971-0959 `'oUNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maratime Cap LLC Address: 245 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 45669 Section: 113 Block: 7 Lot: 19.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 390 Operating.Corp License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic . X Garage X INVENTORY Service 1 ph X Floor Heat 4 Duplec Recpt 60 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 24 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 7$ CO2 Detectors Transfer Switch 200A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer 6QW UC Lights 7' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect 3 Switches 4$ 4'LED 4 Exit Fixtures 11 Pump 11 Other Equipment: Micro, Gas Oven, Fridge, DW, Hood, W/D, Mini Fridge, 200A Whole House Transfer, Septic Disconnect, 200A 40 Circuit Panel /47 Used Notes: New Two Story Unfinished Basement Inspector Signature: '� Date: November 4, 2021 S.Devlin-Cert Electrical Compliance Form �I�x�rn Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ay j CQ�CO �f� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.—Lc- — 4562 Owner: (Please print) MACCARONE PLUMBING 10 Sea CIIff Avenue Plumber: Glen Cove,New York 11542 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. umbers ignature) Sworn to before me this day of dC , 20�_ MICHELLE A MATTIA. NOTARY PUBLIC-STATE OF NEVNI YORK No.01 MA6308321 \, Qualified in Suffolk County Notary Public, ! -J �t� CO LIilty My Commission Expires 07-21-2022 F/ J LA 57V L4 9- ���otl-)o_ OF SOUIyOIo � # # TOWN OF SOUTHOLD BUILDING DEPT. courm; 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ `] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OfSOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. courm `' 765-1802 INSPECTION [ -] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: � � V�/ DATE V INSPECTOR � 0 OF SO(lT,�o� l # TOWN OF SOUTHOLD BUILDING DEPT. `ycnu765-1802 INSPEC 1ON [ ] 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: c dD kmv 191 - V4 [AWL4 �s ov �Orvrtow;e DATE Ia INSPECTOR a0E SOUry * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1NSULATIOWCAULKING [ ] FRAMING /STRAPPING [FINAL Nt> [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l 4q�.GV oN New\ L'�"" V1 IV\/ o I---- I hoe, (o p V1 rpv� n�p av�iyk& lit =! r nc.. ,L c Kohwk--e, .2.-. \o (/gbl �Sv 'on,S I-Arml cp -V&V64� ,ato 6(dwkbw g �rv) ham! DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. cnoxn 765`1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFEWINSPECTION [ ] --FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -W6 <--Wk LN SUM T745 DATE INSPECTOR I BUILDING,DEPARTMENT- Electrical Inspector �d TOWN OF•SOUTHOLD; f Town Hall Annex- 54375 Main Road i'FO:Box 1179 ` I Southold, New.' York 119.7.1-095,9 Telephone '(631)'165-1802 - FAX (631) 765=9502 ` rogerr(aD_southoldtownny.gov seand(a�southoldtdwnny.gov .. :l APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: Company Name; 390 OPERATING CORP i Name: License No.: 35594-ME email: 3900PERATINGC0@0PT0NL0INE:NET Phone No: 6315890535 ZI request an 'email copy of Certificate of Compliance Address:: 245 ROYALTON ROW, MATTITUCK ', JOB SITE INFORMATION (All Information Required). Name: MARRA Address: T Cross Street: CFO- Phone No.: 63158905'35 Bldg.Permit#: by 45669 email: 39ooPERAThNGC0@0PT0NL0INE NET Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION.OF WORK (Please Print Clearly) NEW CONSTRUCTION OF HOUSE -NEW CONSTRUCTION OF HOUSE NEW CONSTRUCTION OF HOUSE 'y Check All That Apply: ------- Is.job.ready for inspection?.: DYES ❑NO ❑✓ Rough.In ❑Final . Do you need a Temp Certificate?: DYES ❑NO Issued On ' orfV Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 X # Meter''s :,Old Meter:# 0 New Service ❑ Service Reconnectnderground.❑Overhead. # Underground Laterals 02 ❑H Fr me ❑Pole Work done on Service? ❑Y []NJ Additional Information: r\r)-) PAYMENT DUE WITH APPLICATION Q�O� Electrical Inspection Form 2020.xlsx I PERMIT# A dr Switches Outlets •. ..''i! I L�l'I f��+'� I h'f�J��'y 1 -. �'f� �" l GFI's r 4 1 r Surface Sconces I r� vt- HH s UC Lts Fans Fridge �r HW CN.Yv Exhaust. Oven Dryer 64,r �m� s 5eYOce Carbon Micro Generator Combo f. . 1 Cooktop ,.Transfer 1 AC ' I . AH Mini r -Special:- - ..-. .._.._.. --�--=-.-- .__ ._._ _ - Comments:' , L�✓ ��Ur otit.Atc:�W 26 � h J Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 245 Royalton Row,Mattituck NY 11952 Test Date 1/4/2022 Building Permit#: 45669 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space lst 0 ❑ Sealed Attic 2nd 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 0 ft' CFM @50 pa Air changes/hr@50 pa Code Compliance: Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 2019 Leakage CFM @ 25pa 79 CFM/10 CFA 3.91 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: m Date: 1/4/2022 Christopher Silvia,Home Eftergy-Solutions ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 ® C E DEC 012021 December 2, 2021 BUILDING DEPT TOWN OF SOUTHOLD _ RE: Royalton Row-Lot 1 245 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 245 Royalton Row,the foundation,framing and strapping, insulation and caulking, and rough plumbing,were all completed and installer per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED APS ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 LLC Brooklyn Office:450 951h St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 E C fliDEC 0.3 2011 December 2,2021 BUILDING DEPT. TOWN OF SOUTHOLD RE: Royalton Row-Lot 1 245 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Enclosed please find the sign offs and PAA for 245 Royalton Row. Please contact our office if you have any questions. Thank you, Anthony Portillo ,A4� 5"��7 RcRITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 u.c Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 15,2021 RE: Royalton Row-Lot 1 245 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 245 Royalton Row,the thermal barrier and fire protection assembly for the floors were installed per NYS Building Code. Please contact our office if you have any questions. Thank yo , Anthony Portillo, RA,LEED AP 1�—�Qlt F r ' i N JUN 2 2 20222 BUILDING Otp-I i, ? •;..�: - _ ;,i — r--� TOWN OFSOUTNIOLD JJII 1_ 1�'SS tj JUN 2 2 2022 t✓ 7psi�1X.'` L-5��� Royalton Row— Lot 1 Tax Map #: 1000-113-07-19.20 Foundation: Framing: �' � � �� fir. �•��� �� s rr #i II rult Strapping: tt 17 1 Insulation & Caulking: d � _ o 1 f 3, i{ Rough Plumbing: of I�►^s =a�R��<�fN N rA 2 of #R r l • 1 • Rig �_1/ / I ' 7 i1'il)>i1 �I / Ia'o 'ROUG]. .e: 1 -I�'..7�1I!.1f��s-•:L17li:�Ji �' i... 1- `= M- 1 Mir WOO EXSULATION ST ATE ENERGY CODE pol- - ADDM- ONALCOAMENTS , lip W11 - MIUMM r ' OOME al ROMMMU11,801© . . �a TOWN OF SOUTHOLD' BUILDING PERMIT APPLICATION'CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check ' Septic Form N.Y.S.D.E.C.' Trustees C.O.Application Flood Permit Examined - '20 Single&Separate Truss Identification Form Storm-Water-Assessment Form. ?j r Contact: Approved 20 Mail to: 1075 Franklinville Rd. Disapproved a/c Laurel, NY 11948 Phone:516-214-0160 Expiration ,20 ;,' ::, ; ; i mg I pector APPLICATION FOR BUILDING PERMIT 2 4 2020 Date December.-15 ' 20 20 INSTRUCTIONS a:Thff'application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule.: b.-Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or`public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every,building permit shall expire if the work authorized has not commenced within-12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations,affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (AMP Architecture) (Signature of applicant or name,if a corporation) 1075 Franklinville Rd., Laurel, NY 11948 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Constantino Marra (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No., Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 245 Royalton Row Mattituck House-Number, Street Hamlet County Tax Map No. 1000 Section 113 Block 07 Lot 19.30 Subdivision Filed Map No. Lot t. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant Residential Lot b. Intended use and occupancy vacant Residential Lot. 3. Nature of work(check which applicable):New Building x Addition Alteration Repair. Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor NIA If garage, number of cars 1 6. If business,.commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 0' Rear 0' Depth 0' Height 0' Number of Stories 0 Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction:Front 67.6' Rear 67.6' Depth 46.2' Height 28.6' Number of Stories 2 9. Size of lot: Front 194.65' Rear 163.44' Depth 175' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-86 NC 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES x NO Will excess fill be removed from premises?YES x NO 14.Names of Owner of premises Constantino Marra Address Phone No. 646-343-7400 Name of Architect Anthony Portillo Address 1075 Franainville Rd. phone No 516-214-0160 Name of Contractor Address Laurel,NY 11948 phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 x *.IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O cep �)r'e n ncjl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corp rate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th's —day of 2030 (AMP Architecture) BARBARA H. TANDY p Notary Public Wary Public, State Of New York Signature of Applicant - No.-01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 �o�oSufo:oc,�co BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 0��01 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Cz�) Date 64. 2021 Customer Name i_yk_ Electrician Name ';&7C) ODG / or Address q yv{ /�/ one ;/ a �' e-mail e-mail cc) ogo4&4 Phone. License# q;�.17 Size ,9_010 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va' 90 rom the date above. Authorized by - 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 rogerr(cDsoutholdtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: (p c� a 1 Company Name: 390 OPERATING CORP Name: 0,Y- CcVXe- [0-yo'- License No.: 35594-ME email: 390OPERATINGCO@OPTONLOINE.NET Phone No: 6315890535 ❑✓ I request an email copy of Certificate of Compliance Address.: 245 ROYALTON ROW, MATTITUCK JOB SITE INFORMATION (All Information Required) Name: MARRA Address: 245 ROYALTON ROW, MATTITUCK Cross Street: Phone No.: 6315890535 Bldg.Permit#: by 45669 email: 390OPERATINGCO@OPTONLOINE.NET Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) NEW CONSTRUCTION OF HOUSE NEW CONSTRUCTION OF HOUSE NEW CONSTRUCTION OF HOUSE Check All That Apply: ------- s job ready for inspection?: R]YES ®NO [E]Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On",fir Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnectnderground ❑Overhead # Underground Laterals 02 ❑H Fr me ❑Pole Work done on Service? ❑Y ❑N Additional Information: r\� PAYMENT DUE WITH APPLICATION C� V (�10 Q Electrical Inspection Form 2020.xlsx � J • r Town Hall Annex Telephone(631)765-1802 ; 54375 Main Road Imss Fax(631)765-9502 j P.O. Box 1179 g Southold, NY 11'971'-0959 PPU , BUILDING DEPARTMENT 1 NOTICE.OF-UTILIZATION OF-TRUSS TYPE CONSTRUCTION. PRE'-ENGINEERED; ab - WOOD CONSTRUCTIORAND/OR TIMBER CONSTRUCTION. Date: December 15,._2020 i ng Owner: Constantino Marra E s Location of Property:--. __245 Royalton Row,_Mattituck NY 11952 Please tak/e notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize I' (check applicable line): } Truss type construction (TT) Pre-engineered wood construction (PW) -v Timber construction(TC) in the following location(s)(check applicable line):- Floor framing, including girders and beams (F) Roof framing (R) fi Floor and roof framing (FR) t; ,f Signature: Francesca Brennan (AMP Architecture) Name (person submitting 4s. form):-. . Capacity(check applicable line): #, Owner Owner representative TrussReg15.docx Effective 1/1/2015 s XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 25th St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: a�J _ TO: IOlof\ y� )��.khOICQ FROM: Amp Enclosed please find: n lel - - o a, I i'c_n -6n -C7�Y- �.P huj n o )-xf�n t a Regards, r AMP Architecture (516) 214-0160 l7• = �- NY 005-Bargain and Sale Deed with Covenant against Grantor's Acts Individual or Corporation(Single Shect)(NYBTU 8002)' CONSULT YOUR LAWYER BEFORE SIGNING X INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the /�- day of October,in the year 2020 BETWEEN 55 COX NECK ROAD REALTY,LLC having an address at 9 Colonial Drive,Upper Brookville,New York 11545 party of the fust part,and copy MARRATIME CAPITAL LLC,having offices at 71 151 Avenue,Sea Cliff,New York 11579 .0, party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SCHEDULE A ATTACHED HERETO. SCTM No.1000-113.00-07.00-019.030 BEING AND INTENDED TO BE THE SAME premises conveyed to the party of the first part by deed dated January 21,2014 and recorded on February 4,2014 with the Clerk of The County of Suffolk in Liber 12762 Page 586. TOGETHER with all right,title and interest, if any,of the party of the first part of,in and to any streets and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a hest fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the fust part has duly executed this deed the day and year first above written. IN PRESENCE OF: 55 COX NECK ROAD REALTY,LLC DANIEL FERRARA,MEMBER _1 'W J A N - 8 2021 SCHEDULE A ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffollc and State of new York,Icnown and designated as Lot No. 1 on a certain map entitled,"Map of Estates of Royalton",filed in the Office of the Cleric of the County of Suffolk on February 22,2018 as Map NO. 12105. SCTM NO.1000-113.00-07.00-019.030 » w USEACKNOJVLEDGMENTPORMBELo;vjnTHINNEWYORxSTATEONLY. USEACICNOIVLEDGMENTFORMBELOJVITgTHINNEA'IORKSTATCONLY.- State of New York,County of SUFFOLK)ss.: State of New York,County of }ss.: On the 1(� day of OCTOBER in the year 2020 On the day of in the year before me, the undersigned, personally appeared DANIEL before me,the undersigned,personally appeared personally FERRARA,personally known to me or proved to me on the basis known to me or proved to me on the basis of satisfactory evidence of satisfactory evidence to be the individual(s) whose name(s) is to be the individual(s) whose name(s) is (are) subscribed to the (are)subscribed to the within instrument and acknowledged to me within instrument and acknowledged to me that he/she/they that he/she/they executed the same in his/her/their capacity(ies),and executed the same in his/her/their capacity(ias), and that by that by his/her/their signature(s) on the instrument, the his/her/their siguature(s)on the instrument,the individual(s),or the individual(s),or the person upon behalf of which the individual(s) person upon behalf of which the individual(s)acted,executed the acted,executed the instrument. instrument. OBERTOEFRESE NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 DE5035117 Qualified in Suffolk County MY Commission Expires October 24,2022 ACLOYOJ TEDGMENTFORMFORUSEWMiNNEWYORKSTA TEONLY ACKNOTVLEDGMENTFORMFORUSEOUTSIDENEWYORKSTATEOAZY (New York Subscribing 9`11nessAclawwledpwnt Certificate} (Out of State or Foreign Genarat Aclmawledgment Cert(flcate) State of New York,County of }ss.: ss,: - ------------aF------------e-o-r ------------ } On the day of in the year (Complete Venue with Slate,Country,Province or Municipality) before me,the undersigned,personally appeared On the day of in the year the subscribing witness to the foregoing instrument,with whom I before me,the undersigned,personally appeared am personally acquainted, who, being by me duly sworn, did personally known to me or proved to me on the basis of satisfactory depose and say that he/she/they reside(s)it evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they (if the place of residence is in a city,include the street and street number,if executed the same in his/her/their eapaoity(ies), that by his/herl any,thereon;that he/she/they know(s)to be the individual described their signature(s)on the instrument,the individual(s),or the person in and who executed the foregoing instrument,that said subscribing upon behalf of which the individual(s) acted, executed the witness was present and saw said instrument. execute the same;and that said witness at the same time subscribed his/her/their name(s)as a witness thereto. BARGAIN&SALE DEED Vt1TH COVENANTS AGAINST GRANTOR'S ACTS TTTLENO. DISTRICT 1000 SECTION 113.00 55 COX NECK ROAD REALTY,LLC BLOCK 07.00 LOT 019.030 COUMYORTOWN SuBallc TO MARRAMIE CAPITAL LLC RECORDEDAT'REQUMTOF Fidelity National Title Insurance Company RE7URNBYMA9 TO FIDELITY NATIONAL TITLE PAMMAMOORE,ESQ. INSURANCE COMPANY SOU ROAD nvcoerox.NreD 1928 SOUTHOLDHOLD,NY 11971 "e�jfjta� Fidelity hfam6er NmYork Sorra Innd 7trk Anson eNon w li 0 Ln i� a w ¢ w 0 0 0 W U d N rA r y W Q adze) DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this��day of M bei' , 2012 by 55 Cox Neck Road Realty, LLC a New York limited liability company with address at 9 Colonial Drive,.Upper Brookville, New York, 11771, hereinafter referred to as the DECLARANT. WIITNESSETH: i WHEREAS, the Declarant is the owner of certain real property located in the Town of Southold, County of Suffolk, State of New York, identified as SCTM # 1000-113-7-19.23 and more particularly bounded and described in Schedule `"A" annexed hereto(hereinafter referred to as the Property); and WHEREAS, the Declarant has made an application to the Planning Board of the Town of Southold to subdivide said real.property into 12 building lots and one non-residential lot for Open Space as shown on the Subdivision Map entitled "Estates at Royalton Final Plat"p ppared by Howard.W.Young dated June 22, 2016, last revised February 21, 2017;.to be filed with the Suffolk County.Clerk, and hereinafter referred to as the,`Subdivision Map'; and WHEREAS, The Declarahf desires to establish a Homeowners Association top rovide for the maintenance and.management ofthe:roadway which-provides ingress.and.egreso.for the lots identified on the subdivision map of Estates`at Royalton asabts 1 ti rough. i 1,`as well as to provlde.for the maintenance-and management of the open space area depicted on the subdivision map as Lot 13; and - WHEREAS, for and in.consideration,of the granting of said subdivision application shown.on the Subdivision Map, and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk CounbJ1 Clerk's Office; and WHEREAS, the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and further development of the subject property, and to further the goals of the Town's Comprehensive Plan; and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands; and WHEREAS, Section 240-42H of the Subdivision Code of the Town of Southold requires that Standard Subdivisions of properties seven acres or more in size be developed as clustered;subdivislons and preserve a minimum of 60% of the buildable lands as open space in perpetuity; and WHEREAS, the Southold Town Planning Board found that calculating the open space for Lot 12 and the remaining area separately was necessary to accommodate the existing horse fn and house, and determined that Lot 12, as shown on the Subdivision Map, micludes sufficient open space; and WHEREAS, as a conditionlof approval of this Standard Subdivision.and.to further the Town's goals of land preservation,the Planning Board has required that an open space conservation easement be filed in addition to these covenants that will include specific restrictions over that portion of the property labeled as Lot.1.3 Open-Space, and that this Open Space area fulfills the cluster requirement for Lots 1 - 12; and : WHEREAS, the DECLARANT has considered-the foregoing and has determined that the;same;will be.#or the best interests of the DECLARANT:and . subsequent owners'of sald'lots NOW, THEREFORE,.THIS DECLARATION.WITNESSETH: That the DECLARANT for the purpose.of carrying out the intentions above expressed,-does hereby make known, admit, publish, covenant and agree that the,'Property herein described.shall hereafter be subject to the covenants and restrictions as herein cited,to wit:! 1. There shall be no further subdivision, in perpetuity, of the lots that would result in additional building lots. No subdivision or lot line changes are permitted, in perpetuity, for the open space Lot 13. Minor lot line changes between the building lots 1-12 may be allowed by authorization of the Town Planning Board. Covenants Specific to Lot 12: 2. At the time of the recording of these covenants, there were three uses on Lot 12, a riding academy(indoor'riding arena),the keeping, breeding and training of horses, and a singtie family dwelling. The Bulk Schedule of the Town Code at that time required that these three uses have a minimum of 13.67 acres. Lot 12 is 12.21 acres in size, 1.46 acres less than the required 2 e WHEREAS, Section 240-42H of the Subdivision Code of the Town of Southold requires that Standard Subdivisions of properties seven acres or more in size be developed as clustered Isubdivisions and preserve a minimum of 60% of the buildable lands as open space in perpetuity; and WHEREAS, the Southold Town Planning Board found that calculating the open space for Lot 12 and the remaining area separately was necessary to accommodate the existing horse farm and house, and determined that Lot 12, as shown on the Subdivision Map, includes sufficient open space; and WHEREAS, as a conditionlof approval of this Standard Subdivision.and to further the Town's goals of land pfeservation,the Planning Board has-required that an open space conservation easement be filed in addition to these covenants that will include specific restrictions over that portion of the property labeled as Lot 13 Open Space, and that this Open Space area fulfills the cluster requirement for Lots 1 - 12; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will:be for the best.interests of the:DECLARANT and subsequent owners of said lots. NOW, THEREFORE,THIS DECLARATION WITNESSETH:: That the DECLARANT for the purpose of,carrying out the intentions above expressed, does hereby make.known, admit, publish, covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited, to wit:! 1. There shall be no further subdivision, in perpetuity, of the lots that would result in additional building lots. No subdivision or lot line changes are permitted, in perpetuity, for the open space Lot 13. Minor lot line changes between the building lots 1-12 may be allowed by authorization of the Town Planning Board. Covenants Specific to Lot 12: 2: At the time of the recording of these covenants, there were three uses on Lot 12, a riding academy(indoorlriding arena), the keeping, breeding and training of horses, and a singe,family dwelling. The Bulk Schedule of the Town Code at that time required that these three uses have a minimum of 13.67 acres. Lot 12 is 12.21 acres in size, 1.46 acres less than the required 2 i minimum of 13.67 acres for the three uses referenced above. The Planning Board clustered Lot 12 pursuant to Article Xl Cluster Development of the Southold Town Code and as a result, there are 1.46 acres of subdivision open space associated with Lot 12 located in the Open Space parcel (Lot 13) created as part of this subdivision'. Covenants Specific to Lot 13 3. There are a total of 15 acres of open,space located.in Open Space Lot 13, and it was created as a result}of the clustered subdivision of the property into Lots 1-12. 4. The Declarant has caused al Open Space Conservation Easement for Lot 13 to be filed with the Office df the Suffolk County Clerk. 5. No residential structures may located within the Open Space area shown as Open Space Lot 13 on the approved map and no subdivision or lot line changes are permitted, in perpetuity, for Lot 13. 6. There shall be the following vegetated buffers.located on Lot 13, and as shown on the.Subdivision Map: a: A 50 foot wide vegetated buffer located,adjacent to Cox Neck Road, as shown on the Subdivision;Map, to be planted and maintained with . evergreensas.screening�o Cox Neck'Road, b.A 50 foot wide uninterrupted vegetated':buffer located adjacent.to.Sound Avenue'planted with CrMomeria trees.or,;other similar evergreen species as approved by the Planning Board. No roads, driveways or paths are permitted in this buffer.- c. A 30 foot wide vegetated buffer located adjacent to lands now or formerly of Premium.Wine Holdings'LLC. 7. The vegetated buffers shall b6 maintained along their entire length into perpetuity. The main purposes of the buffers is for substantial visual screening along the-property,lines to mitigate the impacts to public roadways and neighbors from this development including preserving aesthetics and quality of life. Other purposes of the buffer include providing a wind-break to help reduce.soil.erosion, and to help prevent stormwater runoff from leaving the site. a. Where the buffers do not kovide substantial visual screening, supplemental plantings must be made to the buffers by planting enough evergreen trees with sufficient height to provide adequate screening. b. Plantings that die shall bei replaced within three (3) months unless otherwise agreed upon by, the Planning Board or their representative. c. Removal of noxious, invasive plants and vines is permitted. 3 Covenants specific to Lots 1 th'rough 12 8. All stormwater run-off resulting from the development of any or all of the lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. 9. Utilities, including but not limited to electric, gas, telephone and.television, must be located underground' 10. Landscaping Requirements: 1 a. The use of native, drought-tolerant plants are required.in landscaping said lots. ' b. Fertilizers. Lots 1 through,12 shall be subject to the following fertilizer, restrictions. Notwithstanding the foregoing, these restrictions shall not apply to Lot 12 when fertilizer is being in connection with agricultural production as defined in Chapter 280 of the Town Code of the Town of , Southold: h. The use of synthetic fertilizers, herbicides or pesticides is prohibited. ii. No fertilizers shall be utilized between November 1 st and April 1st. iii. .'Only organic.fertilizers wherethe water- nitrogen ia.no_more than 20% of the total nitrogen h the mixture may.be-uthlized"on the`- lots. Iv.- _ A maximum of.1 pound of nitrogen per 1000 square feet in any one application; with a cLmulative application of no..more than 2 pounds_ per 1,000 square feet per year is permitted. v. The use of phosphorous containing lawn fertilizer is prohibited unless establishing new lawn or soil test shows that the lawn does not have enough phosphorus. vi. The application of lawn fertilizer on impervious surfaces is prohibited. Any fertilizer that is applied or spilled on impervious surfaces shall be immediately picked up. Covenants Specific to Lots 1 through 11 11. All driveways serving Lots 1 through 11 shall be constructed of pervious materials and shall remain pervious into perpetuity. 12. A NYS Phase 11 SPEDS permit will be obtained. 13. Clearing and/or grading of Lcts 1 through 11 shall be done in accordance with Southold Town Code, except that the existing nursery trees and shrubs may be relocated, as necessary, to develop each lot. 4 14. Septic systems consisting of a septic tank and leaching structure with no other means of treatment (conventional septic systems) are not permitted. Prior to a building permit being issued by Southold Town, each lot must receive approval from the Suffolk County Department of Health Services to install an onsite decentralized;wastewater treatment system that, at a minimum, is designed to reduce total nitrogen in treated effluent to 19 mg/L, and as further regulated by Article 19 of the Suffolk County Sanitary Code. 15. The Owners of Lots 1 through 11, as well as the occupants of the residences, their respective family members, guests and invitees shall have a right and easement of enjoyMent to the road identified-on the subdivision map as"Royalton Row" and such easement shall be appurtenant to and shall pass with the title to every lot. Homeowners Association -___- 16. Declarant shall-cause a Homeowners Association to be formed as a not-for- profit ot for- profit corporation to perform certain functions for.the common good and general welfare of the owners;of the lots of the subdivision.(hereinafter "Owners"). 1.?.Dec larant shall cause title to the open space area and'road to be transferred - - - - Jo the'Homeowners Association. t8:Membership and Voting Rights - F . -a: Membership: The Association shall have brie (1):class.of membership. Regardless:of the riumberlbf Owners of a particular.lot, each:properry: shall be entitled to only one membership,in the Homeowners.Association. The purchase price of home(s) or lot(s) includes the cost'of membership, if any, in the-HOA b.Voting Rights: Each member shall be entitled to one (1) vote. ,When more than one person or entity holds such interest in the membership, the one (1) vote attributabie to such membership shall be exercised as such persons mutually determine but not more than one (1) vote may be cast with respect to any such Member. No Member shall split or divide its votes on any motion, resolution or ballot. c. Transfer of Membership:Membership in the Association shall be appurtenant to, and may riot be transferred, except in conjunction with the lawful sale or conveyance of a lot which is subject to this Declaration. No owner shall be permitted to sell or convey his or her lot unless and 5 until he or she shall have paid in full to the Association all unpaid charges and amounts required by the Association to be paid and assessed by the Association against such Ibt. Upon such sale or conveyance, the seller of such lot shall relinquish hl$ or her membership in the Association and the purchaser of such lot shall;automatically become a Member, subject to this Declaration and the By-Laws. 19. Property Rights In The Opdn Space Areas and Road, a. Management of Royalton Row(private road serving Lots 1-11) i. Permitted and Protiibited Uses: Declarant hereby declares that Royalton.Row shall Oe used by the Lot Owners, their guests and invitees subject to the following restrictions: (1) When installing, maintaining, or otherwise servicing utility and service lines, Lot Owners shall have their respective agents, employees, contractors and subcontractors, and other representatives (1) use reasonable care not to damage the road; (ii) minimize the disturbance of shrubbery or other vegetatlon along the road; and.(iii) upon completion of repair or maintenance,;restorethe road-substantially to the same. condition as existed at the time.of commencement of the work. '(2),.The road-shall hot be used,for the dumping or abandoning of - any solid waste or debris on or along its length (3) Noconstruction or:installation of any structures of any-kind; permanent or otherwise (including,,but not limited to, gates), maybe mad&= Vithout prior written.consent.of the.Homeowners. Association: (4). No construction or installation of any structures and/or landscaping which serve to impede-sight lines'along;entering upon, or existirig from the road may be made. (5) No alteration o�modification of the road, once constructed, will be permitted without prior written consent of the Homeowners Association. i b. Members Easement of Enioyment: Every Member and occupants of residences on Lots 1 thro l gh 12, including their respective family members and their guests, shall have a right and easement of enjoyment in and to the Open Space!Areas and such easement shall be appurtenant to and shall pass with the!title to every lot. Use of the open space shall be subject to the Open Space Easement. 6 _ c. Maintenance and Management;_ i. Street Trees: The developer is responsible for the maintenance and replacement of street trees fora period of three years.. Survival of planted street trees during this period is 1.00 percent from final inspection by the Town Engineer or Plannirig Board. Following the three year period, maintenance of street trees will be the responsibility of the lot owner upon which the tree(s) have been installed. Any tree that has died shall be replaced with the same species of tree within six months. H. Until all.lots are sold and for a period of three.(3)years thereafter,. 55 Cox Neck Road Realty, LLC, shall oversee, manage and maintain the open space area and road except the horse riding trails shall be managed and.maintained by 55 Cox Neck Road Realty LLC for a period of ten (10)years after the last lot is sold. it shall compile an annual budget and present it to the Association members. If the LLC fails to manage and.maintain the road and open space in accordance.with the terms of.this.covenant:then,the Homeowners.AssocjatIbn or_its designatedagent shall assume the,. maintenance end management. "responsibilities.as setforth.in this Declaration. (1) Management.and maintenance shall include, but not belimited. to, seeding, mowing andlandscaping open space-areas, grooming.thet flails; snow plowm:g and:repairing the road. . (2) Maintenance and management shall 6e-m accordance with normal, customary and r..esponsible management practices, which practices include but are not.liinite.d1o: (a) The use;of-agents, subcontractors or.employees deemed!by 55 Cox Neck Road Realty, LLC to be reasonably necessary to carry out its responsibilities under this Declaration. (b) Obtaining and maintaining in effect at all times a policy of public liability insurance having a face amount of not less than $1,000,000. All costs for such insurance shall be considered as part of the Management Costs as stated in: Paragraph d, below. 7 i d. Maintenance costs: Themord "maintenance", as used this Declaration, shall be deemed to mean all costs and expenses in connection with Royalton Row, including tfie maintenance or replacement of Royalton Row, installation of common underground utilities, maintenance and replacement thereof, snout' plowing, sweeping, surfacing and re- surfacing, re-paving or re-graveling, filling in of holes and all those'items necessary to make it convenient and safe for the owners of the aforesaid subject lots to-use Royaltdn Row. The entity charged with the maintenance and management of the road and open space, pursuant to subparagraph "c." above, shall: i. Prepare an annual budget and, except as to Lot 12, apportion to the subdivision lot owners an equal share of the costs of maintaining the road and apportion to the subdivision lot owners of Lots 1 through 12 arj equal share of the cost of maintaining the open space on a yearly basis (hereinafter referred to as "Maintenance Costso including, but not limited to, the.costs of administration, taxes, insurance, maintenance, repair, and a reserve fund fee and the special assessments. All maintenance costs shall be paid within thirty(30)'days ofthe mailing of-the "Maintenance Costs! statement: ii: Maintain.a"Reserves Fund"for'extraord"rnarrepafr and,replacement . of the road. Money for,the Reserve Fund shall,be-held and accounted for,separately from,the general funds. The Annual Reserve Fund flee for each lot shall be computed by-to estimated payments from each of the Lot Owners necessary.to ; reach the.amount necessary to.replace the road.oyer a.fifteen (15) year period. iii.. In the event that unforeseen extraordinaryexpenses arise and sufficient funds are pot available in the above described Reserve Fund-, 55 Cox Neck Road Realty, LLC may recommend a special assessment which must be approved by a simple majority of all Lot Owners. All Lot Owners so assessed shall be obligated to promptly pay the amount of the Special Assessment to 55 Cox Neck Road Realty, LLC, its successors or assigns. c e. Tax Assessment: In the event the road and or open space are assessed by the-Town of Southold and real property taxes are required to be paid thereon it is understood and agreed that the real property tax for the road will be apportioned among the lot owners of Lots 1 through 11 and tax to 8 r I the open space will be apportioned to Lots 1 through 12 and included in the tax bill for each lot. In addition the Homeowners Association will request that any tax for the road and open space will be apportioned among the responsible lots equally. i 20. Covenant For Maintenance Charges _ a. Creation Of The Lien And Personal Obligation: Each tot owner shall be deemed to covenant and agree to pay the.maintenance charges.. All sums assessed but unpaid, together with such interest thereon and the cost of collection thereof as is hereinafter provided, shall be a charge on the land.and shall be a continuing lien upon the property owned by such I lot owner against which each such maintenance charges is made. Each such assessment, together with interest thereon and cost of collection thereof, as hereinafter provided shall be a.personal obligation of-the person who was the lot owner of.such property at the time when -the maintenance charges fell due. 55 Cox Neck.Road.Realty, LLC shall pay-the charge for each unsold lot. b: Purpose Maintenance etar'ges.levied:by 55.Cox Neck Road Realty;. LLC, or through the Association; shall.be:used exclusively for the purpose . be. used maintaining.the operi spaceareas and ahe roadway. c.. Expenses:.Until all lots are sold, 55 Cox_Neck Road Realty,,LLC shall',. determine the budget representing the sums necessary toassure appropriate maintenance`and=repair.of the,open space areas and the roadway. Once all lots are sold the budget.prepared-by 55 Cox Neck. Road Realty, LLC shall be accepted unless eight (8) lots owners object in writing. d..Due Dates: The maintenance charge shall be due and payable annually 30 days after the 6th lot is sold. 21. Effect Of Non-Payment: if tde maintenance charge is not paid when due, then such maintenance charge shall become delinquent and shall, together with such interest thereon and cost of collection thereof as hereinafter provided, become a continuing lien on the lot owner's property. However, a lien for unpaid maintenance charges is subordinate to a first mortgage In the event a lot owner fails to make payment of the maintenance charge, the lot owner shall pay a late',charge of five (5%) percent of the amount 9 which remains unpaid for more than ten (10) days from the due date and interest at the rate of nine (9%) percent per annum, and all expenses, including attorney's fees to collect the unpaid maintenance charge. All such "late charges", interest and expenses shall be added to and shall constitute maintenance charges payable by the lot owner. 55 Cox Neck Road Realty, LLC, as agent for the Homeowners Association, may bring an action to recover the maintenance charges owed. The Association's Board may bring an action to recover the sums owed or may authorize an action to foreclose a lien on defaulting owner's tot. A defaulting owner may be precluded by.a majority vote of the Board forusing cooperative owned or maintained property other than property for ingress or egress from his or her home. 22. Organization Of Board: Once all eleven (11) lots have been sold, 55 Cox Neck Road Realty, LLC will notify lot owners that an organization meeting for the Homeowners Associationiis being scheduled. At that meeting three (3) directors will be elected, replacing the three (3) directors named in the Certificate of Incorporation. Thereafter, the directors will conduct the business of the Association iii accordance with its By-Laws and subject to this Declaration. The within.Covenants and Restrictions shall run with the fand.and sha11.be binding upon the DECLARANT, its successors and assigns,.and upon:ali: . ersons or entities clalmin under them, and.may not be.annulled, waived, p. 9 r y changed; modified,.terminated, revoked, or amended.by subsequent owners of the,premises unless and until.,approved by a majority plus one vote of the Planning:Board of the Town of Southold or its successor, following a public hearing. s If any section, subsection, paragraph, clause, phrase or provision of these: , covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid Ior held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. ; The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and 10 s restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in;connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of itsi agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF, fhe DECLARANT above named has duly executed this Declaration the dayand year first above written. DECLARANT: 55 Cox Neck Road ealty, LLC By:. Ric and Behm , Me er STATE OF NEW YORK}. ).ss:: l COUNTY OF SUFFOLK},.: On this day of-e rnahe year 20before.me personally appeared Rlchard Behrno'iram, known to me_"or,proved to me on the basis;of satisfactory evidence to be the`individual whose name is subscribed to the:within instrument and:acknowledged tome#hat he executedahe same rn his,capacity and that by his.: ignature on the;instrume'nt;`the`individual, or the person upon behalf of which`the individualacted,`executed the instrument 7-1 _N ary Public Wavy Lousa Seuotaero�aYoelt notary Public'Ste -ti Pio.01 S. 5 Suffolk County elon Expires Nov 20 :0�� Mary Louise Sentscroce _ Notary Public State•of"M York No.01SA6051325 Suffolk County .mission Expires Nov.20,20:0 11 210 o e a T/0 SUFFOLK COUNTY OF ' NOTES HEALTH 5E_':ICES HAJAI.`,•UGE,KY. PLANNING BOARD CERTIFICATION PURSUANT TO SOUTHOLD TOWN PLANNING BOARD 400 OaVmder A­,Wverin:d,Nen York I:gOI RESOLUTION GRANTING CONDITIONAL PRELIMINARY �{N'M • THE APPROVAL OF THIS MAP pOES NOT CONSTNIE THE tel.631.1213303 tat.631.1]1.0144 f:OV 0 4 2070 ^APP 15 TO Y TK THAT PLANNING $I1ARD OF PLAN MAS BEEN PLAT APPROVAL DATED JUNE 7,2016 am nnoya se g;„ar g.com ACCEETTENCE OF HIGHWAYS SHOM THEREON AS PUBLIC ROADS. NUV APPROVED BY THE PLANNING EOARD OF Tl$TOM OP SOUTHOLD. - -- -- z 4 2017 E 61tiZ� 61t#t� T DATE______�______ �•U . A DECLARATION OF COVENANTS AND RESTRICTONS HAS SEEN THE FINAL PLAT MUST IPIGWDE, f l L FLED ' I .$� COVMY CLERKS OFFlCF_IN 1 gr4„U LIBERI`•�GP� DATE OF APPROVAL _�Y_____ Honord W.Y LnM Strve yL THIS IS TO CERTIFY THAT T!C-PROPOS®itprlLTY SUBDIVISION OR DEVELOPMENT FOR CHAIRPERSON o�3 �r F •THE LOT LINES OF SA5DM5ION PIS AS FILED,CANNOT BE ESTATES AT ROYALTO N IN THE YOWL of 90 LITH O LO WITH A TOTAL OF 3b.'L°T 12 IN CLUSTERED,MICI_'O T TO ARTICLE%I CW TI EC Thcmaa C.Wod-:Ipft Profeealonol ErgI,-, DEVHOPMfa POF TIE 50JTH0LD TOYN CODE AND HAS THE TIR.:E Douglas E Ada.u,Prolssslorwl Fj�ginccr ALTERED WBE SO PERMISSION FROM THE PLANNIW,510 MAP. AW 13 LOTS WAS APPROVED ON THE ABOVE DATE WATER SUPPLIES Am SEAACM LOTS NW T BE SOLD AS rFbWN ON THE SU3DMSION MAP. V5E5 ON THE PARCFI.' DISPOSAL FACILITIES MUST ARIE USE GTOS SEPARATE PER"TSDU IN PURSUANT AT THE Rober!G.Twit,MWtcct 3d.RACE A TABLE ON THE MM THAT SHOWS THE 513E OF EACH TIME OF CONSTRICTION AND ARE 51/B`'ECT TO SEPARATE PL3iH T5 PURSUANT TO THOSE } C , STANDARDS.THIS P IS VUL F SMALL 9E VALID ONLY IF THE REALTY E YEAR SIGN OR DEVELOPMENT MAP IS DI.LY FILED WITH THE COUNTY CLERIC AP ON ONE YEAR OF THIS LOT,THE BU.K SCFEDI!'_E REOT 51ZETT FOR SIZE,THEN THE "•'C DATE.CONSENT IS HER®Y 61V?l FOR THE PILINS OF THIS MAP ON Wi11GH TH15 DIFFERENCE BETWE91 THE LOT SIZE A•ID iFE BULK SCHEDULE dub EN ORSEMffM M HE APPEARS 7HE OFFICE OF TWJNTY CLERIC IN WL 311T ACCORDAH REOUIREMTENT.' . TIE IN �o� PROw51 or THS PUSLlc HEUTH LM AND THE SUFFOLK w.Nre SANITARY CODE LOT 12 SANITARY FLOW GALCULATION5 LR-66.50-AL-121.6W G� r�,� SITE DATA 93193' S` VIE! '" TABLE OF AREAS ..4. - O o� +9 Kr�D r.P� •AREA %,0639 IN OR 1610)9(C) Tcr�fllws Cmt CIF P2LIt__.1,y.lrf CRITERIA 4 ALLOWABLE FLOW _ ,"^I •TDr6NG USE a15Twcr =A6wcuLTuxAL vJNSERVAnoN(ac) . r ••GG 6ROUtaDWATER MANAGEMENT ZONE ZONE IV •VERTICAL DATUM •NAVD B MTNIOD OF WATER SUPPLY -PUBLIC LOT AREA BULK SCHEDULE DIFFEREWE •HORIZONTAL DATUM .NAD 5 N7 Cox NKK N' ` I 1 - ALLOY ABLE SANITARY FLOW f GOO GPD/ACRE _ I 31$33 SP WC Co SF 45)561 SF •LOTS •12 �]Yl,:::`:]'`-.,Tl'1/❑2.CC b�GPD x 12.1104 ACRES •1931 GPD. 3 31JS3 F.F eO,0OO SF 40,041 5P •TOPENOTAL MI E LOTS •1 :-N.^,_..., -.. 9 32,003 SF W.Ooo SF 41,911 SF •TOTAL NIVMBER OF LOTS =L9 T ...:... _ - ._. .;..._.:..�::Sr EXISTING SANITARY F1AW � . `yam'-V] - 4 31)5i SF 60POO SF 40543 SF = 2 STORY FRAME IN6, 300 GPD S r :+'UT]:_::•`` - ;-.:::;Y V-=C�]�.�/ 1 •LOTS I THRID 11 344566 SF OR 80250 AL Tid11 Lc ,n I-IR STORY BU LDIN ARENA.20, SP o OD4 4&FV •233 GPD 5 31,05 SP BO,000 SP 40395 5F ATR $ C 4i ]GFw'. rJC1+.' INDOOR RIDING ARM. 20$00 0�004 P SF •II51 CPD 'RDYALTON ROW •9.534 5F R I cosi Ac OY I STORY FRAME BARNL 6364,0 a Fv0.04S 6PDu5P =151 CPO 6 2;550 5F BO,000 SF 41$04 SP •OPEN SPADE haT 131 .659$34 SP OR 15.0031 AC AL Toj 4 + ^CA:t NBV U A FRAME SLD6 b 3554 SF 4 004 6PD5F =140 6PD 1 32980 5P BOp00 SF 41520 SF / FRAME BLDbe21 4,351 SF D 004 GPD/SF •114 6PD •TOTAL(LESS LOT 12) .24.1446 AG B 32)00 SF bopoo 5, 47542 SF TOTAL Ex sTINB r ITARY FLOW =2250 GPD q 90401.5E B0,000 SP 441013'SF •OPEN 5PALE IO 52307 5P 00.000 SF 41549 5P R5mjlRED .60%aN 24.1446 AC .149460 AO - �5;,a / Ra4A4wr+s AI LowAeLe SANITARY FLAW KEY MAP. II 91957 SF Bopoo 5P 4BJ43 SP PROVIDED [:PEN SPACE LOT •15,0031Ar TOTAL eXIS SANITARY FLOW =1331 6PD LOT 12_ ^w 50010:I.a b00' - -�'--- TOTAL EX15nNG SALUTARY FLOW •2250 SPO 5.9 TOTAL 544$66 5P 0bop00 SP 530.434 SP •TOTAL(LESS LOT 12)ALTON 24.1446 531351 SF L2.21D4 AC .24.1446 k �SZ"45• / REMAINING ALLOWA5LE SANITARY FLOW •5013 6PD 12 532351 SP •545500 5F -69943 SP •GRAND TOTAL 396.4635 AC Ta,:nolSouthold jown of $D�yUaoLd t X9 TOTAL 861523 SF 5g5,Tn SF pAVananls&]testrietions OQCN\ $pcac rASewK4 OR 203434 AC OR 135912 AG O^ER a! - sYrR a I ISER PAGE . OPEN SPACE 653554 SP `� N PR4e,.�'� t LAbtr:v00012ct31 55 COX NECK ROAD REALTY,LLG / q`- 11119' �'1$ (LOT I9) OR ISL03I AL ea ARKAY DRIVE C LOM��a noir % r h �'zs 4s z6-B �''�RrooNNi ia,-nI r MAwPAusa NEw YORK ule5 BUv4rE Or / TOTAL OR 10j"w 94.4635 AC C Omas Hfl/)merly % n! J� yN `• +rso�..53-to32 E "�'^.auq v4lea + / •FROM TOM BVILDrtNG INSPECTOR ' +r \J �'15tIne ker 4 Q� i �C` •� R.zs. Too. '><4nr% '• u,, "`!))yyy .4Nv Hlllllce �'. �i vL.3s. 7- 000 •_._.-.-'-X_N .�u ='e° s +1;ixµHll r l i i '� zr n �<p D ��i�' R ro` % / APPROVED BY ENGINEER'5 CERTIFICATION u S °�! ru°n. 1.•ry �l s3s• RJ3 70.oi =La n R'�$oo - O,qp C£ ra ° 'Q / no ± Yl NV r •T2SrF 72 Sfi•w mm o SFJ-z7 qi� I PLANNING BOARD . 1 HEREBY CERTIFY THAT THE WATERT Y(5)AMDIOR'' E F' ._.- ;7 22' 6 DISPOSAL SYSTEWS)FOR THIS PRD. T WERE DE516NED BY ME ryn ay 3'O/O6E ��or former/ tNIr4Arc / "- �Y oz i5 iv7 z.e^ R �•5�'W yp�ETA$ 'IB.NIl4L, •`L9b OR UNDER MY DIRECnOR BASED UPON ACAREF M THE �$ a Lesleywsk).e v°""et<"c m I i0� Aon / THpI!a% _j SJJ92'S6'e ��u3.z�Ttt&L 3:_._._. TOWN OF SOUTHOLD 9TVDYOP7FE501�SITEAIU]6ROUNDWA �Bm or4'skl i O�p ��i i / '?i No,-.-•_._)310.. __ T'�� _ ATE I t AS FR,0PO -O i �m` Q -1L 1 CI •ALO 8 EFF'A AS OF T ITS DA;i gni_cas 1. $ tlry 6jol2' ,g i o/ � - i �_ x! ! )•o - EFFECT AS oP 71115 DATE' i �u vi 2 9 i Nib i rv� 0Q ?:i Oa•v m v/ �i iy^ �-7 A i �w �./�^•'ri �iJ/Aias+�70C.it�OI�GGLy� __ _ e •�` 3363• /.� [az504'/, ,,ppy! o r I' '/oa �v HOWARD W.YOUN&,KYB.L.S.NO.45643n �1- 4/ ,d,• h 1P3.ppn•�., 4-Y j o j I eo pp/ 7 () fig- THOMAS 6.WOLPERr,KY9.PE NNO,61403, �V C ` \• JJ&S - ..._....... 1' Q irT J�9.St• 1 +�1 I T n /< V F'� DOL15LA5 E.ADAMS:RYA PE NO. p taaTND,or u a - 3-j ¢ •Y - e i [. oo• tN' rrM s ! wIV4Te 3 m _ LT. 0§' L,N•lso° ',.� Rens ._ / n• �`a0i SURVEYORS CERTIFICATION � 1 �o -��$ � $Pi;, mai /Dr 1 5),7.-S�]fi�'•.4aa�o _- e c 1 b .4 o oA o, � d^! 2 '_Nib i C� �.zj. ! 9.63•[e _ /o �0 0 it s- yg � �g � ¢ °R££ ie.' :7 I O s �a `N •T R. �` l3J 't• •1 HE wr eERTiFY THAT ALL LOTS sHom cH THis PLAT 9 m U a '+ o gal A d Ie 1 I�� ] $99 ,-- 69• f Q[ v '7) COMIPLY.ra7H Tm SnLDIMe ZONE ORDINANCE of THE Tom OF ag ° All } ° d �T fi sT ':"- TBa.ar' °3� ''\ N _.` �c m�U' J samaLP, MODIFIED J •. R THE KYs.TOM WV!ARTICLE AVI�II OFTIEE C4=9 1'SECTION THE 0 Om, J4T'0 R so N �6 0.. /$. 0•i' a'f m d} o zi m R \ C 4 ZU' OO� = OF SNTHOLD.•L075 SHALL GONFORN4 TO TN♦Q EIAK'SaVEDUL.E FOR 4. ` �'2v Lam.564654E 'P� 2ps99a C`'Irs ! 'iF'ACF MxaET DENSITY Om)zoNwe LEE v15Twcr. Op NEL - i cn a �. �•• � (. oo•` I i N9vr� i ( \y!�J, \i55},'t!.•'\ C. 9 s t "� R. < ,sy i •�• w�B ',�ly.4s 33' Q •1 NIEREBY G:RTIPY TH Is MAP AG7U.�a . g In $4 Q,A1' (f'nji>o i LT •rA. ``i' ?2•- N vi - -.�.�CoPo DO• i FN In�i (.�6pOOp•.O�• :�(C4>/\ �� �/�. h MONA•�HT55HOYW iNY AGNALLY 5. : s . 99z +� "• � 65- 9 of ` '� ^N i s•o '9'\ �I -� Ar SUFNEYS COMPIFTID�At:o 'L Cb NT_ i t' '�•saes `[./ er r-p. R./laJ. _ ay\ q d J (g�`Y !. 4 ARE CORRECTLY CORRECT' AND ALL DI y f �q ` I �� � i .` O �6• [ • ` �+2 7 7!•�•. - uN ,om- C. Cb `�-\ \ 40 tl 0 •�` DETAILS ARE CORRECT.' O a �I 3 � +.6 +,6 + 100• [ �_ 1 L y9 aq R / •` (� /5• R�0.63 .Tr_J c.J 2 % Ral Q4y '` \\ �CJO, ^ vI O PoOp.® \ \ _/ . - J - R=374.63• (q! $J/� J. [ +. % g`< `� Siy .� !r P(�`` Nan -Re._._� R��463. +• Rio*e a°°�' t \moo! !'- n y, `j1'Y�'• .•l'' Ley^ �'l, ° t'a a 12 - _'"R' „NN 9 fid,� ib.amu)• J)4.6J' a� 3• (5 aDp'J O a' -�. fbYURD W.YOUNG,N.YS.L5. .45849 . non/ N33• - �'ALTo - n a �sJ�Ysl`.� /^Jn +0.04' ,•$ n `�.R�\o om. 00'..-..� o L.-'.�ivd.ao'- p n%� _ 1 -...J `IanNes Gorrrerl _ olobhl sa4. BN N�ARIf NN O R '.,00. T N�?3Q-2�W �dAO/ si`�e ��� SUBDIVISION MAP;74 o,Tua 1 01 ��'�• z' / a �.-` i ,� (as N>a T Plan �7/q y • ,-�T i a Q� no- A J2�o` 3- ti�.,°A •a/•c, - _ e5TATE5 AT ROYALTON J n; R•rmll,� bbla 1pUPc � a a ' c iT6J, L. j 0.710 r ; c !mo Hlkaoo Or forme 13 969 RyRr�\s<!o s^R<so.00 ?�z t Mattltuck Town of SouSoutholdKa Gla ryy 'j o R=100.00'- oo-pN. �q,;�. -__l. i a oo /a a�. Suffolk County,+NeW York �•a y Marlo G7q ovmis % H°l NE o ! N SpAcl L.J.eJ oo 0�ad" 6 �ro s. �er //a8 `rf pQ� ' FINAL PLAT TYPICAL PLAT PLAN „mss AryoN s�. p a % j'Nalter ,Zformerl10p6'10 `- _ �> y✓''' f TE57HOLDATA Govnty Tax Map 1,-1000 s..w3113 cI•a,17"1 wN 19.23' g rAi4 C a1N� y -__ __r-I/yn G.t 6�a / 1Zs1,66' R2J5.00• .-o / MAP PREPARED .4LL 22,2016 ° . A=130251• "1 35� b oa oa Record oP Revleloro HOUSE HOUSE. • I --__�o J'• n/. �'. yp RECORD of REVISIONS DATE . _W Or • 0 V'• SCD115 N016a .LN.90 2016 L L % atnoJV or•` r for?ler/ at �A /r' c';'�a''¢ sa ea 561715 No1A44 rule o2 2o1e N % G to fO y= er B - 7 SUBDIVISION NN6P9 =12 91'2010 Ac.Ani CONDITIONING UNIT 'O..UIT-ITYMONUMENT' NT'S 1210 5 #FILE./ o Z I. merly Z Fnt '�+cr 4Y n n $^ S^ DI ,21210 .CATCH&E I O .Ma41MENT SET rPrlse9 /Or'rse ?n / y GENERAL A1•l•TIDMENfS FEB.21-ton 106! DI =DRAINAGE INLET ■ •MONIU•7FNT FOUNDU D¢tr�V•te y� •LLG '` DP.DRAINA6EPODL A •srAKE SEr 017253"#ABS.N 999...1117 „0•''�^I ' ---_.127G 63' r.m EM.ELr,_ ICAL tT=TER A STAKE FOU D 1 V. �.1g.E 44L'el ET'.ELECTRICAL TRANSFORMER •PIPE FOUND FILED F !_ no ,NrNa _r�r LP.SANITARY IEACHWb POOL O 'POPE MaINTED L15HT MICh NN Or -_- IDD o 50 100 200 500 MP c MASONRY PILLAR aw.WALL MOUNTED u6HT ES 22 2018 �a zz sal fa�nerl ROAD--- ---- ST.SEPTIC,TANK .PENCE '@/2:3o pH ary a Monro k no' no• Scale.1•• 100' With A.Pascal. E flK SUFE°(,/(COUNTY l r+a.4rA° c,+,*c tb r F%arl;)n �r V;, No.2a4_ooB3 4!N'4.Ur DWG.2003_03133014_0069_llrlol maps I OF 1 GENERAL REQUIREMENTS: 7 w r, , ,',, •,.<:'_ ,-, ' "ELEVATIONS REFERSSITE LAYOUT NOTES:GOVERACE ..rr y, yy I/A ONTS INSTALLATION 5TANDARD5: I THIS IS AN ARCHITECTS SITEPL AN ISI. The Installer must hold a current Liquid Vaste License pursuant to t' nu .... ' Suffolk County Code Chapter 563 Article VII (Septic Industry - SUBJECT TO VERIFICATION BY A LICENSED �. •;+` � . AL of L TH _ FOLLOWIN150' . G LOTS WI SUFFOLK COUNTY TAX LOT NO. 1000 113 O�1 I a.30 THIN I. Install I/A OWTS tanks according to manufacturers recommendationsF` Businesses) through the Suffolk County Department of Labor, Licensing 9 SURVEYOR. THE INFORMATION 9 y P g r Alla applicable, recommendations OF PROPERTY UTILIZE 7h,e while conforming with these Standard. I PUBLIC WATERPLAN and Consumer Affairs pursuant to Suffolk Count Code §563-7q g pp REPRESENTED ON THIS SITE IS TO THE , p County a list of provided b the manufacturer shall be Implemented. OR SH Deportment of Labor Licensing, and Consumer Affairs maintains p y p AG ALL UTILIZE PUBLIG NATE ` p g, ZONE I R ONCE ARCHITECT'S BEST OF KNOWLEDGE. licensed I/A OWT5 Maintenance Providers. _ - DEVELOPED. D. with a The A OWTS tank Shall be Installed at level In all directions 2. I ( 3b LOT >.;.- 2. SURVEY INFORMATION WAS OBTAINED .,.. (rection of + one quarter Inch on a minimum DESCRIPTION AREA �. : � ,•r ; -'- 4 ' 2. All I/A OWTS must be registered with the. Department in accordance maximum tolerance In an d / ) , ;". .�..; .... r � ' " :" .., , .; � ;."-..: :',;�". : :, - �;;•�;': ���:'"�,::"_ - / 9 p y a COVERAGE � .____--_- _ FROM A SURVEY DATED SEPTEMBER ,. with Article Iq of the Suffolk Count Sanitary Code prior to the 3-Inch thick bed of properly leveled and compacted sand (free from -- 1000-II3--7-IQ.3I G TE17, County y p p p y p ( URRENTLY VACANT) 20 O AND PREPARED Y• .,. as built B granting certification of completed construction on r v I Deportment a c rocks) or ea a e . 31333.0 S.F. 9 9 P p g TOTAL LOT AREA 1000- - - 113 7 IG.3Q GUR plans. ( RENTLY VACANT PETER c 100 O 113 � E A. GROBEN X, I I a. n le outlet. A distribut on 40 GU I provided with a sl o RR A OWTS Tanks Shall be ENT s. I LY VADA P I T N.Y. STATE AND RV i. 2 11.9 S.F. L SURVEYOR 8.3� GARAGE ` PROP. HOUSE w ti, A' ' t.., . 3. An executed operation and Maintenance Contract between the box manhole or distribution leaching structure may be required. for all _ _ _ #`'<::�_�:'" " :';"'`' ':-" ~"' p / g y a 1000 I I� 14 4 , [_ -�.-__- - # LIG. 050869 _. ' Maintenance Provider and Property owner must be submitted to the s stems with multi le Ieachin structures unless an alternative deli n Is 100 - O 113 14 5 y GSA AND U I WT5 registration b the L 5 RVEYING INC. prior approval of the A G U Department to to a o / a roved the De artment. ,, ...,-�. ',:; `°�''�"` ' S BJEGT PROPERTY p pp g y pp by p PROP. PATIOS/PORCH 804.5 S.F. 2.636 �'• -"� 100 0 113 14 Department in accordance with Article Iq of the Suffolk Count __ _-_.________ _-_-___�_- _ 6 fo y - P.O. BOX 704 nl r e n I o e located greater than 2.5 5a to Code. 4. The to of the I/A OWTS tank Shall rot b o IO.CM RIDGE NY 11961 y p 9 TOTAL AREA OF ALL STRUCTURES 3416.4 S.F. feet or less than one foot below final grade. 63I 8 49- r, y' 4150 3. -year wary anty4. All Installed IA OWTSare required to have an initial 3 MAXIMUM COVERAGE ALL OWED 203 , and operation/maintenance service contract. After the Initial 5-year 5. At a minimum all sampling manholes shall have, 20 inch covered -,,;_•:."",��'� ",,:`:;',":` •'",." ,�' '.;;k '. operation and maintenance service controca has expired, property access openings to grade, located over the inlet and outlet. Covers n operation and maintenance - - owners are expected to maintain a shall be either 20 Inch diameter watertight and insect roof locking NOTE: P P 9 P g contract In accordance with Article Iq of the Suffolk County Sanitary r y cast Iron covers or thermoplastic covers at final9 rade. All covers 04.042016 I. FLOOD MAP DATA FROM F.E.M.A. s t Code. e tto III of this standard. d cc rdance with s c n 5 ,. shall be desl ne Ina o 9 A � 5 M P 36103G04 SIH D "4 TEST HOLE ATA G MAP DATE: SEPT. 25 2009 t' 9 "r N S YOUNG , wires a vent the unit shall be vented to the i YOU G 5. When an I A OWTS re dr a / 6. When sam .In manholes area roved to be Installed Ina (vew pP y � . .. d a minimum 400 OSTRANDER AVENUE FLOOD ZONE: X en es shall extend being served. V t �I roof of the residence b or parking area the manhole shall be designed to be traffic bearing to g RHEAD.NY 11401 P g g 9 RIVE •..�,`� , yr of b inches above the roof line and the top of the vent shall have a meet the requirements nts of AASHTO H 20 or H5- I` 201oadin 631.'72'f.2303 x . 2. 51TE PR OTEGTION/SILT FENGINC TO BEminimum horizontal separation of 12 inches to the sloped portion of the - 1 :,. ..,. e system to the roof. In cases where it Is not practical to vent the y 7. The outlet Invert elevation shall be a minimum of O.I foot below the INSTALLED AS REQUIRED BY SOUTHOLD residence roof,a vent pipe. may be piped to the exterior of the Inlet Invert elevation. TOWN. ' - t ° y de and a 8 Inches above grade- residence and terminate a minimum of I ;" : -,' ';�:':::�.=ta;:; ..,';'" `'-� ^'_;",..,^.".~ `r;.`,�.✓`r .z. i s shat be located a r :' least I foot from property lines. These vent e I 8. Sampling manholes shall have an Inside diameter of 2 feet o an p p y pipes p g 3. NO SURFACE WATERS OR WETLANDS ARE `� d must terminate with a '. minimum of 3 feet from an window or doorwa an Inside area of 2 foot b 2 foot. ;�`'';.; y y y . LOCATED WITHIN 300 OF THE PROPERTY. Y.diameter of 2carbon filter device. All vent pipes must have a minimum SILTY , 'ate SAND w i'j q ere shall be a maximum retention depth below the outlet invert <' -tY✓.�A -; �;:�"� -•-..,.,_, Inches. . Th p LOAMY � > LLJ elevation of six Inches. s ' r h r" TS must conform to the 6 Installationand use of the I/A OW "�' , , ;''> Lr.• ' U I 5 BDIVIS ON INFORMATION: T document prepared In penetrations I the sam lin manhole shall be s.o�- - Department's approved I/A OWTS guidance: p p 10. All sewer pipe genet a n p g � � •,�; ::^r 1 SUBDIVISION MAP ESTATES AT ROYALTON `' accordance with the standards for "Approval and Management of waterti ht. pP g g '., ,;f. Systems." LOT I ,.. - LU Innovative and Alternative Onsite Wastewa-er Treatment ..,, ��. ' "• " ` ;.' `, ,` ", `, r# , ' z sH'r,"°%:'>'.,..-�'. ELECTRICAL R EQUIREMENTS: MAP NO. 1210 5 V MINIMUM DE51ON REQUIREMENTS: FI ED FEBRUARY 222018 , " � �RUControl Panels JJ I. I/A OWTS tanks shall be constructed of =recast concrete, fiberglass, I. The control anal box must be laced outside on a suitable pedestal Fp p P polyethylene,polypropylene, thermoplastics, or other materials in near the structure that It serves. Alternatively, the panel box may be accordance with Department standards and IONYCRR, Appendix 75-A. mounted on an outside wall of the structure (preferable a utility room, The use of steel tanks is prohibited. and not a living space). Other locations for mounting the panel box will SAND a &RAVEL AERIAL be considered by the Department on a case-by-case basis and with 1/A PHOTO 2. When an I/A OWT5 requires a septic tank for pretreatment the septic OWTS manufacturer approval. tank shall be Suffolk County Department of Health Services 12/24/17 ;. Page 15-1 designed In accordance with sections 5-107 and 5-I01 of this 2. The name of the I/A OWTS 04M Provider must be clearly Identified SCALE: NTS standard. on the outside of the panel and include a phone number to contact in case of alarm. 3. Unless otherwise specified, the leaching structure/system that follows h on I/A OWTS shall be, designed in accordance with section 5-107 and 3. Exterior panel placement enables the system to be serviced at any 5-110 of this standard. time, eliminating the need to access the Inside of the building. t7.0RESIDENTIAL 4. The panel box must be within view of the system location to help COMMeNTS, No HATER ENCOUNTEREv 4. At a minimum, all I/A OWT5 treatment tanks shall have 20-Inch facilitate operation and maintenance. I e I•- ®I VACANT LAND covered access openings to grade located over the inlet and outlet. L Covers shall be either 20-Inch diameter watertight and insect-proof 5. The control panel shall be placed at a comfortable height for locking cast Iron covers or thermoplastic covers at final grade. All access In accordance with Federal Emergency Management Agency covers and chimneys/risers shall be designed In accordance with section (FEMA) f load zone requirements. - I •I t 5-III of this standard. b. The panel shall meet National Electrical Manufacturers Association 5. When a I/A OWT5 is approved to be EL. 44.08'Installed 1n a driveway or (NEMA) 4X specifications. - -I` I LINE I N I I ` f �� ► �'� ��-° parking area, the unit shall be designed and/or Installed to withstand - f I�l � ...� H5-20 or H-20 loading as designated by AASHTO• 7. All below grade wiring must be run In electrical conduit. The conduit ( - - - EL. 46.60' b. Garbs a grinders shall not be permitted when an I/A OWTS is utilized must have appropriate seals to prevent gases and moisture from 9 g P reaching the control panel or junction boxes. O N as means of sewage disposal. 8. Each system shall be equipped with a functioning warning system which 7. Water softeners shall not discharge Into an I/A OWTS and the will activate audible and visual alarms that can be. readily seen and 0 Department recommends water softener backwash be connected to an heard by the occupants of the building served. The Department onsite drywall acceptable to Town or Village building Departments. recommends a telemetry device be. Installed to provide Immediateremote - 1 8. I/A OWT5 tanks shall be watertight and constructed of sound and a reementrm notification to the ODM provider covered by the 08M durable materials that are not subject to excessive corrosion or g decay. at. Systems which are not designed to flow by gravity are recommended to be equipped with a control panel with means of connecting a 1 41. All tanks must be watertight. Two methods of ensuring tanks are portable generator to operate the system during a power outage. watertight shall be either vacuum testing or water pressure testing methods as follows: PUMPS, BLOWERS, LEVEL SENSORS, AND CONTROLS: 10. Vacuum testing: Seal the empty tank and apply a vacuum to four (4) l• The electrical junction box serving the pump motor and floats must be Inches(IOOmm) of mercury. The tank Is approved If clO% of vacuum Is watertight and located outside the I/A OWTS tank chamber. 1 held for two minutes. 2. Any blowers located outside of the I/A OWT5 unit must he plo-,ed on 11. Water testing: Seal tank;fill tank with water to outlet invert a pad Suffolk County Department of Health 5ervlce5 12/24/I 1 Page 1 43 elevation, let stand for 24 hours. Refill the tank to the outlet Invert (concrete,plastic or fiberglass) and have a soundproof enclosu,a 1 after the 24-hour period Is complete. Let the tank stand for an cover. 1 additional 10-hour period. The tank Is approved if water level Is held for the 10-hour period. Water pressure testing Is recommended to be 3. All pumps and float trees must be accessible and serviceable from done onsite after Installation. access openings. ILA OWT5 TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree; that can be, easily removed for service or adjustment. The floats shall not be attached to the force main. PROP. H I. Relnforced concrete shall have a minimum compressive strength of 3,000 pounds per square Inch (psi) at 28-days set. 5. The Department shall observe the pump system operate through a I PATIO z normal operating cycle. Z 1 2. Wall thickness shall be a minimum of three Inches unless the design has been certified by a New York Licensed Professional Engineer as &.Inspection for leakage of the force main fittings will be made during complying with all appropriate requirements for thin wall construction. All the pump test procedure. d U walls, bottom and top shall contain reinforcing to resist an applied �1 q ` .� force of 300 pounds per square foot (psi'). I PATIO p_QUj 3. Pre-cast concrete sections shall be sealed with one (I) inch butyl n� a rubber joint sealant which conforms to ASTM G-qq0. 3 LU 4. All sewer pipes shall penetrate the vertical sidewall of the tank and O v zz v d j ( 1 ��r__ shall be sealed with grout or other means acceptable to the ::iQ 0 W Department such as watertight sealed flexible point and the pipe -I R y ® �, gasket fastened to the pipe with stainless steel retractable clamp(s). v PROPOSED 2 STRY 5. All joints shall be Sealed so that the tank is watertight. See section z WD $G�RWAEG INC N 1 5-114, 8.10. Tanks that are cast inlace require, prior approval from the Department and must be certified by a Licensed Professional Engineer. Q' (4 BEDROOMS) �- INN C� At a minimum, the floor and walls of a concrete tank must be F.F. EL. = 48,1 Off'J morolithicolly poured. CSAR. EL.=46.3' NEW SERVICE PRO b. Whenever practical, concrete I/A OWTS shall not be located within I r> ��,1 ,•,� groundwater.For Installations that are laced within roundwater, the PROP. CONTROL CENTER 9 p g DRIVEWAY bottom and side portions,u to 18 inches above highest (PRE-WIRED) recorded/expected groundwater elevation, of the I/A OWT5 unit shall - �. 374��' ��' be monolithically constructed. In cases where this is not practicable, the �T� y jY I/A OWT5 unit shall be, water-proofed up to 18 Inches above the highest I PROP. 1 a�, V, ? � recorded /expected groundwater elevation and leak tested to ensure NEW SANITARY LINE tightness prior to operation. PORCH HOUSE CONNECTION 7. In cases when concrete tanks are installed In groundwater, the design Oz NEW TEST HOLE - professional shall submit buoyancy calculations to prove the we'ght of - G.O. the tank (with or without anchoring or the addition of ballast) will be at I 1 least 1.5 times more than the weight of the water displaced. The PROJECT: buoyancy calculations shall be done using highest expected/recorded PROP. WALKWAY groundwater elevation with the tank empty. Sall cover on top of the R OYA LTO f V R 0 W (ank(s) shall not be considered when determining the amount of ---- 0 anchoring or ballast weight required. I VENT TO ROOF 1 0 NEW NORWEGO SINOULAIR LOT Z 4) c4 BIO-KINETIC WASTEWATER TREATMENT SYSTEM MODEL 1 1� MIN. SUFFOL< GOUNT)' HEALTH 1�EFARTMENT AFFROV/AL 0 +_ 10' /P ' 2' NEW TNT-600 GPD o ~� E.F.E.P. MMIN MIN. L.P. COX NECK ROAD m NEW 20" MATTITUCK NY 11952 ( POLYLOK i,1, 1 1 Z DIST. BOX s�_;".,,a�-.,,r`z„'.s,:�!�::r.;�:. ..`,, P:,p-<+1�- ,_:.3•'_�!?'�• a'�. I NEW L.F. _ : 6.,:'." PROP. WATER o DRAWING TITLE: 8' MIN. SITE PLAN SUPPLY LINE {�`.+. ''�'°•� EL. 45.29' EL_4851' . _ --"" PROPOSED I/A OWTS ... �r i ,- 73. L 2 5.041 ,O41 - - _ ......... p OX x G6 ROA "r LINE LIN --G PAGE: SUFFOLK COUNTY'DGPARTidE;i?-ss orr Ha-AumG`L::VICE.�i � ___- _ V Pro F 0,F /+O JIB �-------------------- -- AOMF& 00111k S; 51 -100 iR O A L T O N Y �O DATE: 10/09/20 1 OF 2 AF?R0VZD �aAAAJ� FOR f4A. H11Ui'4 0n7 pyy IFZrSgHPi=E` EPS�AKv..n.._3.�rym.A �E�:.O ta'.•eA• .3P.�A-I.Yn OVilL O S 10 20 50 40 SO SITE PLAN CRAPHr,51-Aa SCALE: 1" = 15'-0" CONTROL CENTER WIRING DIAGRAM NOTE ---- –�� MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE CONSULTED WHEN INSTALLING THE NORWEGO CONTROL CENTER CONSUL AND TIME CLOCK SERVICE PRO' OPTIONAL 'MONITORING, COMPLIANCE, AND DIAGNOSTIC' (MGD) AND INNOVATIVE s ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM(I/A OW15) LEAGHIN6 POOLS(2) KNOB C4NTRQL CENTER TELEMETRY FUNCTIONS. DIAGRAMS SHOWN REPRESENT DOCUMENTATION I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 550 GPD(5 BEDROOM50). I. MINIMUM LEACHING SYSTEM FOR A 5r BEDROOM HOUSE 15 400 FT2 SIDEWALL LEAGHIN6 AREA. \ '=" READILY AVAILABLE FROM MANUFACTURER. INSTALLER SHALL CONSULT PROPOSED NORIAECO"SIN6ULAIR BIO-KINETIC WA5TEWATER TREATMENT SYSTEM MODEL (2)bV x&EFFECTIVE DEPTH LEAGHIN6 POOLS PROVIDE 400 F72 LEAGHIN6 AREA MOST UP–TO–DATE MATERIALS PROVIDED BY MANUFACTURER 8 ENSURE TNT-600 CPD"PROVIDES 600 CPD TREATMENT CAPACITY. (1)&0 x&EFFECTIVE DEPTH LEAGHIN6 POOL PROPOSED FOR 50%EXPANSION ��,0, INSTALLATION IS IN COMPLIANCE w/ ALL MANUFACTURER SPEGIFIGATIONS, „"..a.,m~'°' 2. INSTALL ALL COMPONENTS A5 PER MANU.SPECS. 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL). ALARM NATIONAL ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. LIGHT S. A 10'MIN.DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL 5. ALL COVERS SHALL BE OF PRECAST REINFORCED cONGRETE(OR EQUAL). BE MAINTAINED,OR 5'MIN.DISTANCE IF BUILDING 15 UPON A SLAB. 4. A 10'MIN.DISTANCE BETWEEN LEACHINO POOLS AND WATER LINES SHALL BE MAINTAINED. O 4. A W MIN.DISTANCE BETWEEN THE I/A OWTS AND DIST.SOX SHALL BE MAINTAINED. S. AN V MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC,TANK SHALL BE MAINTAINED. f RESET ` r -AL.THOU&H ONLY 4 BEDROOMS EX15T AMONG THE PROP05ED BUILDINGS,SYSTEM SHALL BE r _ALTHOUGH ONLY 4 BEDROOMS EXIST AMONG THE PROP05ED BUILDINC5,5Y5TEM SHALL BE BUTTON 01 MEICNED TO A 5 BEDROOM CAPACITY. DESIGNED TO A 5 BEDROOM CAPACITY. PROP.(4)BEDROOM l WWW.SERVICEPROMCD.COM DWELLING PROVIDE NEW NORWEGO SINCULAIR POWER 5EC:ONDARY SAFETY BIO-KINETIC WASTEWATER F.F.EL=48.1' WITCH ON COVEf2S BENEATH EACH—,,, TREATEMENT SYSTEM y� NORW LK,HIO NORWALK,OHIO PRIMARY COVER (TYP.) MODEL TNT-600 GPD POLYLOK 20"D-BOX w/SECURITY U.S.A. � CRATE(BAFFLE REa'D IF INLET OFF ° °• -`• '° PITCH EXCEEDS "PER FOOT) X z G.O ,• AVC.GRADE EL = 46.1' � - � 5%MAXIMUM SLOPE c.o. MIN.4"DIA. I'MIN. 9 .";..1'MIN. 0 4" SDR 35 PVC, 2.5'MAX. a MIN.4"DIA. ".�4 SERVICE PRO CONTROL CENTER R EGUIV. MIN.4"DIA. r X,: 77 SDR 35 PVC,OR SDR 35 PVC,OR - C EG2UIVALENT �- MIN.PITCH ":I T,' 1 ' EQUIVALENT •. ..; .... . MIN.PITCH ":I' FLOW LINE TE ST Nil fiZl7 SERVICE FRO GONTi�OL G N (PRE-W I RED) MIN.PITCH jW ":I' 4SCALE: NTS N (PROVIDE END GAP r TYPE LEVELING NEW BASEMENT DEVICES AT OUTLET5) LEAGHIN6 POOL - - 4 W PROVIDE 12"THK. I_ (MIN)BED OF U FEMALE PHONE OR = F J SAND OR PEA AUX1 RELAY AUX?RELAY NETWORK JACKGRAVEL BENEATH D/SINFECTIO/y INPUT INPUT �� �u. o DISTRIBUTION BOX SERVICE PRO' w AUX3 RELAY aux," auxz auxa CONTROL CENTER REPLACE EXIST.SOIL A —�---" 8-O" a�a TNT ���niar I I �nuxs ama a,n: INPUT i:' K/3'GLEAN SAND O a ® f� O "r urrt AUXi L�_®� LT-�J L®_ OCOLLAR L.P WHERE EXIST NSAND DISS vN NPUT GE d GRAVEL(SP/SW) g 0 ) A _ PHONE OR A• = to m LAYER NOT PRESENT UO ` n'r� o NETWORK CABLE ' m Z Q v ®� a A O O EFp�UEN7 VOLTAGE au C_ - MALE PHONE OR AUXi RELAY ice 'O 'OSI7 I/A Ol�lTS 1� T I L O OP V' INPUT JUMPER NETWORK PLUG o WWW.SERVICEPROMCD.COM ] J0 INPUT SCALE: NTS AUX2 RELAY ON _ INPUTJUMPER NORWECO,INC. — "� - 115 VAC 'to NORWALK,OHIO AUX3 POWER SINGULAIR U.S.A. oFF VOLTAGE AUX3 RELAY SUPPLY AERATOR INPUT INPUT JUMPER -. n,-, -. --_ .,_------,_ I I BLACK - ------- WHITE GREEN GREEN STOPPER OR SLATE OR, OTHER STOPPER OR MODEL TNT CONTROL CENTER END PLUG -- --- SUITABLE COVER END PLUG AUXiUARYALARMINRUTS WITH AUXILIARY ALARM LABELS WIRING DIAGRAM `y T g. SEill;%y l0E PRO CONTROL CENTER w/ OPTIONAL MOS TELF-MF-TRY FUNCTIONS Li W �—+ SCALE: NTS SEWER PIPE 45` ELBOWS 30- ELBOW 45' ELBOW -- `— 60- WYE ALTERNATE "A," ALTERNATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION OLEAN-OUT (O.O.) DETAIL Z W SCALE: NT5 U Lu . F- Q W c ,p" —� PROJECT: ROYALTON ROW LOT 1 SUFFOLi< COUNTY HEALTH F,)EFARTMENT AFFROVAL COX NECK ROAD MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED I/A OWTS DETAIL WIRING DIAGRAMS PAGE: s p M;eoo DATE: 10/09/20 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E10STING STRUCTURES ARE FOR A SPICIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF RHE LENDING INSTITUPDN.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWN,-RS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2303 fax. 631.72?.0144 admin®youngengineering.com Howard W. Young, Land Surveyor x Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert 5tromski, Architect 1 \ - ' SITE DATA AREA = 31,355 50. FT. O/A \ SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2015 AS FILE NO. 12105. \ - Lot NzstQSebdivlsTo s n of ieoyalton W5513-0 S33°32'37,I� ,N � � I [/j wss 1 I p� a - w I 10 " �,� 5UR1(EYOR'S CERTIFICATION 4•n, m�� \ s8 M wQ Q' 7y, o N l * WE HEREBY CERTIFY TO MARRATI M E CAPITAL LLC THAT M /V� /T ^ J O �� TH15 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF S PRACTiCE FOR LAND S'JRVr`!S .ADC'L1TEi7 3Y THE NEW YORK STATE l ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. W Lot I m \a.9, '0.1m'm Subdivision - ?30, OF r` r 0) "Estates of Royalton" �'�' M ��v royes II �1 o m/ /9 / HOWARD W. YOUNG, lj ° $4� // O I ~ � N. . L.S. N . 458�i3 �t�LND 0 c j SURREY FOR 4 es o s , MARRAT I ME CAPITAL, LLC LOT I "ESTATES AT ROYALTON" I - ' , - at MattituGk, Town of Southold - - Suffolk County, New York n I ' " I FOUNDATION LOCATION SURREY r n i \ o i \ County Tax Map District 1000 Section 113 BIQCk O? Lot IQ.50 a I \ FIELD SURVEY COMPLETED MAY 13, 2021 MAP PREPARED MAY 15, 2021 Record of Revisions REV 15ION (� DATE �•r� II iU 1 ,11 LEGENDT. BUILDING EP o J O 0 GMF = CONCRETE MONUMENT FOUND GMS = CONCRETE MONUMENT SET 40 O 20 40 50 120 WSF = WOOD STAKE FOUND WSS = WOOD STAKE SET 5ca l e: I" = 40' aJ • = END OF DIRECTION/D15TANGE JOB NO. 2021-012cl DWG. 2003_0313_0001_2021_0129_foundation_loc I OF I �"-�GJ I�ca�hen (�,s� — M►f �5�Lo Qqs 0 - -- •iQ.: mow••- ��,:; e 11-TW 400 OaMadar AVauo,Rt-rh xxI,Non York 11401 111 w tol.691.1�105 66I044 ouq�L gong F^ ;\ H—d� K== Lad 5unoyor� -'\ / Tlnmm c.Wolpert,Proloeabml Ea,gMu _.�\ % DOuglm a Adana,PforoaalK�al ETybner Raton ftb�9t—N;Aralltoat SITE DATA AREA=51,555 54.FT. 0`'�/� •SOVIIA51ON'-MSTATES OF ROYALTON'FILCO IN THE OFFICE OP THe CLEW OF SUFFOLK COUNTY ON P®.22,2018 A9 FILE NO.12109. -27 reF a d5p' /p i la 539°g7�T,E l�. t j, vc A>h 7 SutNllvblon- 4 1 # 8 •.States of Royalton' 9�r.9 A o SURVEYOR'S CERTIFICATION rc HEREOY CVRnrY TO MARRATIME CAPITAL,LLC THAT F'i to pX t0,qa I O THIS 9U¢VEY KA.5 Fl EPARPD IN ACCORDANCE WITH THE!CODE OF •T f ao r PRACTICE FOR LAUD SURVEYS ADOPTED I3Y THE WA YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Eo OP NE W S , W. O °�n77t p C - p �3% / O THOWARD K YCtMG,N.T,B.L9.NO.45699 LAND 9 o° ; I SURVEY FOR N FstaF�e4y��e7 QYe4 DF D� MARRATIME CAPITAL,LLC, 1 ' LOT I "E5TATE5 AT ROYAL-TON" ` I �a/fin• i � �, Iat Mottltuck,Town of Southold Suffolk County,New York ' FINAL SURVEY 1 `�\ NSaunty Tax Map oarK,1000--115 ew 01.t.t 19,90 I..F�IEND I FIELD SURVEY CWIPLETED MAY 19,2031 4 _ _____�• I MAP FREFARM MAY IB,2021 ' BBA BELGIAN BLOCK APRON I REVISION .Record of RaVlslons OATC BBC Bd CLIL BLOCK CURB. I FwAI anxvFY wri la cc -cEu.AR ENTRANce I ON -GMR?,E!T GMF .c4wF m MO MIENT Fatto Clts .CONOR=MONJMENT BET SANITARY MEA5UREMQdT5 �. CP .CONCRETE FAVEMENT MTLF •METAL FENCE A B yy OL .ON PROPERTY LINO d. RO .ROOF OVER I - ST I8..9' 41' , 't WMi - .WATER METERDO, 393' 49' 40 0 20' 40 60 120 { ® 16F .WOOD 5TAKC POUND [5 VT .WOOD STAKE SET I LP3 92.9 4Y Lpt 595. Scale,1•_ 40' •END oP DIRECTION/DISTAIICE JOB NO.2021-012q DWG.3003_0919_COOI--2021_0139_fa I OF I - -�F-- w�Lore wTHry s �`� ��° *, �v', .A<0• oR ,Y ur uze 16 w..rea .,=«,az.s eEs.o. ALL SHALL ViLZE FLHLc WATEFf OHoe 1" ��a'�"'wwf<crny e�Y�uti°�� �y�>aa.m.�un wrt,�fri°nmM l-9 NRY VAC rf y ,� �•� � ✓"' va �opa..mn w raovd..ce.exr wi...+uw �w°i��� .]b r o I i 4090(rIJRRENiLY VACPMJ xnVtvw �1 ��'. �_pp4. a°nswaw. aaa�u.'x9iiaa��w ""u.'4'gwt��. eumay. T 00-13-45 n��ua9 «e xc �F6 fmaf d :; - w"'�,*�e�x°"'z�e,'�.."...'°r4.ie�"u n.v� �)e, .Y s'�:.,'S. ✓. w w� K �.A{� � >.ema..u.neu wawx�iw+y sr yew ��' ww EMA 4 s �'�� w r� v �i'mm.•�g�iee�u u�ewm�..0 wum a cr .muara I ry y Lj y V v+, �� °..�.ea"�` a.i�°arn~' .w+�r.m o�W^5�u.a'�oe�osro-ao °`sm y� °auauay rL000 mw.• a� q� Y Sl t '� ?r �w� Y ���w,.v. rorseulrteo er a.nroio 4 �k �bt r R_�• y \\ r •m. _ ua wa na.vnmumao ux e.w.w � - � - `. \,. j- �- - � �,;- � '('r ryR a e w<.mv. m w r..ru amrg. m«m..vxuam as u.vu vm aya rea nara.e..°n pu..a w .m....ur u..a.u.. 7&iC�RCr ons Li FEIc Na To tt mve uip�^...enw.amnm.n aouv as u.m saa ararmWar�.m.�ea.u. e.m. �'v .•� - *aw. � � _ 4¢� y� .:p F� .0«rw�a..w.... "'^`"^aro un.u..uu.°..•r u.m. l I,5ABU47 o15YANG 5YO�PiIG S s'IE«f GOMQtENi9. ;.J c:p etiaWR�p,".'.°.ev mia e�,����^+ww v�«� r°w..ww..^v^a =•w^e• \ RM'ASUWA t`ROM;W14ClK*Y ` r�A voru_r ` .127 "5 r,..wx r «�,•�, �''' enr e,aw nse.auveu.au.rv.ah.e� { / x } !`g• 'w.. Y >= i` }ln 2.. AERIAL PHOTO sGA�.e,nrs LAi`a. ...'° Pa..�..a°awa,.'.,,p..Lr R 363.46' L= 115.15' ..��aw.v..,se. NE ID LU :1I IL meunrdhvw.a •° —_ I BwaEl.x-J� � � , �F.�rvn�..mvw�s ra w I owvErvNT (R+e-wPEo) X10. . � � rm+ni wxt.Zoii e.a.'y.aruw�e r....me.N'r.niq.�[ 1 O F �r5 PRDJE . R ALTON ROW LOT 1 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL u r CO%NEC AD H.5.REFERENCE NO.:R-20-I-15B ry l I r gTTIT ,NY 11952 =I l z�04^E DRAWINGTITLE _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE PIAN_ � As-euar l/Aawrs APPROVAL OF CONSTRUCTED WORKS FOR �_ --q� ASINGLE FAMILY RESIDENCE L - -�- R= 188,46 PROPERTY LINE = 16q 61' _ o,ne Darn wl-.- H Ref Na. Ra.9rse --_ T—'�.___.._� .. NE R_545.0 _---- c. wr e�"_ PAcEo r� Tna:^vtiagcaspsal en0 I s'pph/fa�losal lnis locan.n nave Been �i --- ` --- - --- Jr�100.01 :,W.dee anal..O;W-1 aJ Iha Deparinenl or.In.!a,JenC✓.s an.f..ne m na eaeefad.ry FORA MM IMUM Df___DEDRWMG R O Y A L T O N R O W DATE IZ/OS/zl 1 of z CRAIG RNET'PER Oflge.f Wasleulaler ManagemenI 51TE PLAN SERVICE PRO' �k�mwl nro �3� nu.w.ro.0 rtr"J wi.v...ao–o w 9 SERVCE PRa CONTROL CENTER STANDARD 5ERVIGE PRO CONTROL CENTER(PRE-WIRED) u, SE CCEa p `olO 0 .7a. In ME- 7 ® A5-5UILT I/A oWT5 DETAIL gmcEn Ohi�{J.�.}�I3f'�i.',p�� I w�w>�Nuui�i02 � AUiWRYA4RYWPYR ��" �" ���y � 5ERVIGE PRO CONTROL CENTER w/OPTIONAL MGD d TELEMETRY FUNCTIONS �4L-I� �weNrs 3 CLEANOUT DETAIL FOR AREAS NOT SUBJECT 70 VEHICUUR"TRAFFIC ; I INA LL MEWS,ILTERNATE'A'IS FOR VOIDS,ALTERNATE'B'IS FOR USE WITH RIDG.EXTENSION/CONNECTION GLEAN-OUT(C.C.)DETAIL x.ue.Nre E I •FocNEA o L PROJECT: ----_- ROYALTON ROW LOT 1 SUFFOLK OOUNiY HEALTH DEPARTMENT APPROVAL COXNEC TOAD H.5.REFERENCE NO.:R-20-1'758 MATFITUCR,NY 11952 DRAWINGTITLE: _ _ -- AS-BUILT VA OWTS DETAIL WIRING DIAGRAMS PAGE: SP-200 DATE:12/OW212 OF 2 SUrrOLK C.,OUNT`r HEALTH nE Af;ZTMENT APPROVAL. H.S. REF-E ENGE NO.:R-20-1'758 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASI GLE FAMILY RESIDENCE Date 11712022 H.S. Ref No. R-2fl-1758 _ The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory FOR A MAXIMUM OF �_ _ BEDROOM s. CRAIG KNEPPER t P.E.„ CHIEF Offoof Wastewater Management 6� r, Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 1 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,480 ft2 Glazing Area 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Royalton Row Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 516-214-0160 aportillo@amparchitect.com aportillo@amparchitect.com ® e . LIA trade-off Compliance: 18.8%Better Than Code Maximum UA: 527 Your UA: 428 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Cont.Gross Area Cavity Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,186 49.0 0.0 0.026 57 Ceiling:Cathedral Ceiling (no attic) 211 49.0 0.0 0.022 5 South West Wall:Wood Frame, 16"o.c. 826 13.0 14.0 0.037 27 Door:Glass Door(over 50%glazing) 83 0.300 25 SHGC: 0.40 Window:Vinyl Frame 18 0.300 5 SHGC:0.40 South East Wall:Wood Frame, 16"D.C. 710 13.0 .14.0 0.037 19 Door 1:Glass Door(over 50%glazing) 21 0.300 6 SHGC: 0.40 Window 1:Vinyl Frame 183 0.300 55 SHGC: 0.40 North East Wall:Wood Frame, 16"o.c. 868 13.0 14.0 0.037 29 Window 2:Vinyl Frame 85 0.300 25 SHGC: 0.40 North West Wall:Wood Frame, 16"o.c. 709 13.0 14.0 0.037 15 Door 2:Glass Door(over 50%glazing) 185 0.300 55 SHGC: 0.40 Window 3:Vinyl Frame 126 0.300 38 SHGC: 0.40 - Project Title: Royalton Row Lot 1 Report date: 12/15/20 Data filename: Pagel of 2 v Gross Area Cavity Cont. Perimeter Floor:All-Wood joist/Truss 2,037 30.0 0.0 0.033 67 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Royalton Row Lot 1 Report date: 12/15/20 Data filename: Page 2 of 2 201.8 IECC Energy Effidency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling'/ Roof 49.00 Ductwork (unconditioned spaces): ®.. Window 0.30 0.40 Door 0.30 0.40 Cooling Heating System: Cooling System• Water Heater• Name• Date• Comments , PROJEGT 1 ZONING I7,hTA - -----T I LOT COVERAGE Q TAX MAP # - - 1000-113-07-19.30 - - DESCRIPTION (FOOTPRINT) AREA LOT W COVERAGE J ZONING DISTRICT A-G TOTAL LOT AREA 31,5x7.6 S.F. Q LOT AR=A 0.7 ACRES I' - - - -- -= =- - - -- - J' --_ -- -- - - -- -- PROPOSED BUILDING 1,900.0 S.F. 6.096 - - WETLANDS DISTRICT N N/A --- - J ...I PROPOSED GARAGE 530.0 S.F. 1.7IY J DEC DISTRICT N N/A - - - - - --- -- _- J L PROPOSED COVERED PORCH k _ --805.0 S.F. :2 J- - ---- 5UFFOLK COUNTY HD APPROVAL ;� PERMIT # # OF BED. Ii TOTAL AREA OF ALL STRUCTURES l� 5235.0 S.F. �I 10.295 0 "MAXIMUM LOT COVERAGE ALLOWED - 20%==. HABITABLE SPACE PROPOSED 0 BASEMENT AREA - - z Z FIRST FLOOR AREA 1,905 S.F. _ I15.15' SECOND FLOOR AREA 1,575 S.F. W TOTAL BEDROOM COUNT I 4 00 Z 0 - R 363.46 �, J _ - --- - - � O Q Z T-I _- -- 1 U- w tD 1 PROPOSED N w ri CLEARING LIMITS 0 JO 5TOOKPILE 5TOf2AGE (21 600 S.F.) 1 AREA ui 600 5.F. m DRA I NAGE S`I'STEM GALGULAT I ONS U 1 DRI`, ENAY (FROFOSED) = 1CIC14.-7 so . Ft. W .-7 S�. Ft. X 0. 1-7 = 55� . I UJ ' ° - _ 55'vl1/42 .2 = 8.0 VERT I GAL FT. OF a ' DIA FOOL REOU I RED a DW Io'-o"- - - - - - - - - - - - - RO I D (I) 8 ' DIA. X 6 ' STORM DRA I lel FOOLS 4' MIN. - - ---------- -- - -! 1 rn -(� PROP. :. . PATIO . �d ' DRA I NAOE SYSTEM GALGULAT I ONS - --, ROOF/DEG< AREA (FROFOSED) = 55cl8.0 S Ft. . PROPPATI(p. l0'-0" DW �. �� � Sc�. Ft . X 0. 1-7 = 5-7-1.-7 \ MIN. 4' 577 -7/42 _2 = 15.6 VERT I GAL FT. OF 8 ' DIA FOOL REOU I RED 4, FROVID (4) 8 ' DIA. X 4' STORM DRAIN FOOLS I Q — -- - - MIN -L PROP. 2 STRY WD. 1 iu D FRAME DWELLING OP I _ PR ! I DRY'rNELL/DRA I NAOE STRUCTURE NOTE: A M I NI MUM 10' SEFARATI ON 15 PROPOSED �` D;RI VEWAY REQU I RED N WATER SERV I GE 65.4' PROP. PORCH L I NE/LATERALS/MA I NS/SERTI r-.,/LEACH I NO /SEWER AND THS EDOE OF ALL MIN. 4 1 STOR14NATER DRA I NAOE LEACH I NO - ---- - - 5TL STRUCTURES PROP. WAL<VgAY - - - i LEADER NOTE: W 40 FRONT YARD - - - LP - LF CONNECT ALL LEADERS GOM I NO 0 , j 3 ' FROM OUTTERS TO NEAREST LLI I rnrn� 1 w i a > , PROPOSED, � -.- I TEMPORARY''1 -- D z CONCRETE - 25.04' rni WASHOUT ,' 1 R=188.4�� AREA _ _ - PROJECT: I ,� i DW 1 (0� •�0 � _ L _ _ ROYALTON R SITE LAYOUT NOTES: Ow 1 . THIS 15 AN ARCH I TGT'S SITE FLAN 15 LOT 1 DESIGN B WATER METER 5U5JEC TO , ER I F I GAT)ON 5Y A L I GENSE1.� ----- --- ----...---- ---- --- ---- -- COX NECK ROAD - -- 'TRENCH DRAI - --_ SURVE`I'OR. THE I NFORiv AT I ON t� WATER SHUT OFF VALVE RE I t�-'RESENTED ON THIS SITE FLAN l� N I S TO THE MATTITUCK NY 11952 RO�ALT0N ROS ARCH I TEGT'S 5EST OF KNOWLEDOE. DRAWING TITLE: 2 . SURVE`I' INFORMATION WAS 05TA I NED PROJECT DATA ; LOT COVERAGE I=RON A SUR\/E *r DATED SEFT. 1-7, 2020 SITE PLAN SITE PLAN AND FREFARED 5Y: STORMWATER CALCULATIONS SCALE: 1'-0" = 15'-O" FETER A. 01R,05EN PAGE: LAND SURVEYOR F.O. SOX -704 RIDOE, NY 110161 swm, -10 0 TELEFHON (651) 84'�-4-750 DATE: 12/17/20 1 OF 2 r r t+> "V4. to;A '9x 037405 o FQF NC`�� 0- 7 < `7 77 Al 717 7" 7 \114 \o", LLj 7 411 mX Z SV, 50' MIN. W, LLJ "'A z H 3m 4, w mw 8�,\,22"', BUT SUFFICIENT TO KEEP Up" -gi\ m -W p -14 W` g SEPIMENT ON SITE ....... "p, P ............ 4" U 7,77 "'Rk, U ......... N —HA'�rBALES AND OF, SILT FENOINO S,� A, M mM\ mi g oR,�R,1­ gg Y Y, 'n m 3 Ombi qgw\,� �,Kll�; 0 1� s p o N Mi F m g 4, INN I M 01 P 42 \4 U, a t ga"ll I'M "'A CL B N VI kk4 ,,�\,, , ,\�, � 4c, IR IN, A "'F A 's 0 P` o r\LLI ru z 0 LLI z ts) LLI LIA >T_LLI _j oc) > C) Z 0") z 4 Z t u_ Lu CD c� Lo cr T-11 5UE3,JECT CONSTRUCTION ENTREANCE-FOUNDATION OF GOMPACTED 0 o 5/4" STONE OLF_Nr;� OR N.Y. STATE P.O.T. AFPRO\\./ED R.O.A. Lu FILL TO la" (MIN.) ABOVE EX15TINO ORAVE FOR P AINA TEMPORAR"r CONSTRUCTION ENTRANOE SCALE: 1/4" l'-O 0 0 INF 6 _,K'��TA'F TE 4 FRA TER CA5T�PFN RETE 4" DIA ORAS SHOULDER AREA TI(P. n ri n i o o c c D ri D q,j 0 < o o n n r r n r� c.,r n n n n f" r r n r CZ e?l DIAMETER PRECAST CONCRETE LEACHINO RIN5. 0 N ?4ATER SEE CALCULATIONS ON PAr R I OOL HFI HT 5A-IOO FO I21 .......... MIN. -ILL TER DIAME ,F;ZAVEL r \CLEAN SAND r 7YFICAL 5F-OTION @ LEAOHINO POOL SCALE: 114" 1'-011 500' SITE E30UNDAcr_"%*-l' 50ALE: NTS z VERTICAL FACE 0 BEDD I NO DETA I L SCALE: 1/4" 1'-0" PROJECT: I V MAX. C. TO 0. ROYALTON ROW .......... LOT I DESIGN B .......... .... ...... Q ERADE M EME31:0 FILTER CLOI MIN. b" INTO &ROUNNI P 4" NOTE: COX NECK ROAD MAXIMUM DRNNAoE AREA 1/2 ACRE / loo LINEAR FEET MATTITLICK, NY 11952 DRAWING Ti TLE: STORMWATER MANAGEMENT SILT FENOE DETAILS CONTROL DETAILS SCALE: 1/4" I'-a" PAGE: SW-200 A e,-LF FIRST STAKE FREVIOU5LY LAII;l EA E. DATE: 12/17/20 2 OF2 FLON :IJ ARC D) �A ARS: STEEL PICKETS OR,VxV STAKES 15 TO 2' IN OROUND. RE-13 DRIVE STAKES FLUSH V41TH TOP OF HAYBALE5. < AN BALE PIKE r�)ETAIL 7 4 SCALE: 1/4" OF N i ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSON; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "5-003" FOR NAILING 4 STRAPPING OEI VEAL DETAILS. FEE .�'o�.\NEW PARTIAL HEIGHT ` .. . ... \. .\ \ EXISTING TO BE DEMGL15HED --{{ .. -I WOOD FRAME (L.G. STL. s \` E&RE55 .. .. WHEN APPLICABLE) ", ° CLEAR \:: \\ u: �,„ f�0l� E� t113 WINDOW DIMENSION W t EXISTING TO REMAIN a " J NEW FOUNDATION WALL TAG TYPE \\ \\ MODEL # \ ,:\ ' OPENING NEW WOOD F (L IDTH REQ'D: 20" STL. WHEN APPLICABLE) :: \\ ��" EIGHT iZEQ'D:24" Q I :`° WIDTH HEIGHT ,�: ��:. - '���... � .\,`. PEN REQ'D: 5.7 S.F. � n " x4 STRUCTURAL A DOUBLE-HUNG WDH2410 ,NV Sit O NEW I-HR FIRE RATED ( ) # \\ ,\\\ k- f`\: go, MIN. 2 2 �\ � \,��.- \0: '•\. 2-5 WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS MIN. 2 2 xb STRUCTURAL B CASEMENT 'J WHEN APPLICABLE) ( ( ) G13 f. P05T FOR 6 WALL5), U.O.N. \`. ' ^. CL -IF E RATEC -` , NEW 2 HR FIR G DOUBLE-HUNG NDH24510 \� - ',, \\ 2'-5 S" " M G. ST - " .: 4-O O WOOD FRAME (L L :\ 11 M::, - \\ : m a. WHEN APPLICABLE) m D DOUBLE-HUNG WDH2O310 \\, `4�$ O� 2-I 4'-O }. m \.,. \\ ` .>\� E PICTURE P3040MN Z NATURAL LIGHT VENTILATION NATURAL LIGHT & VENTILATION �; " ' FLOOR PLAN NOTES \ .��.. . (HABITABLE SPACE) (HABITABLE SPACE) F AWNING .,. 2 I \ 2,-1 „ Z >. AM IO DOOR NOTE: NEW LAUNDRY ROOM: FLOOR AREA 13q S.F. FLOOR AREA 152 S.F. •; \ : > Q O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WA5H/DRY HOOK UP 6 IF DOUBLE-HUNG WDH210410 _: 2 I I 5 O x.50 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s _ -_ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. % REQ. S.F. PROV. % REQ• S.F. PROV. \ " W FH TRANSOM WTR 2423 `•»6.., u °.. \. J "\ 2-5 2-5 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. L16HTIN6;MIN. b% `\ ," J_ LIGHTING;MIN. b% 12.2 S.F. 20A S.F. "' ,o 3.DOOR TYPE TO SELECT II.I S.F. 20.q S.F. OF FLOOR AREA ;. O OF FLOOR AREA ; 0o \ 4.INSTALL AS PER MANU 5PEG.s I IFTRANSOM WTR 2415 :.; „; .,-» .. `.: " VENTILATION;NOT .. 2- 5 I-7 16 J 3.PROVIDE (2) 2"xa" HDR., U.O.N. DRYER EXHAUST NOTE: VENTILATION;NOT 01 Z (� - ESS THAN 45% OF LE55 THAN 45% OF J 4.SEE PAGE 6-003 FOR ALL OTHER I-RAMIN6 I. DUCT SHALL TERMINATE TO EXTERIOR 5.0 S.F. 11.7 S.F. MIN. GLAZED-AREA 5.5 S.F. 11.7 S.F. .,.f.• \\;, \\\,,. " . ,\ O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY MIN. GLAZED AREA J AWNING A21 OPENIN65 :2'-0 2-O REQUIRED REQUIRED »«�. : °i°•M,m ,a>:.;: �»•,,.:� • ,. STAIR 8 RAILING NOTE: 3.DUCT SIZE A5 PER MANU. {� °< _ !"' \. Q •x•:�tur• 2 CASEMENT GXI35 ,\ :21 -7 3-4 q.45 N I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER �\�z;..;:`��'�•' '`\\ `� � ���;:... ,:...c d MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - � - - LL �y � 2. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PASSAGE OF A 4" cp SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I I O Q Lrq 36" H16H HANDRAIL 4 SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO TO ALLOW PA55AGE OF A 4" (P SPHERE EXCEED a FEET AND SHALL BE L15TEP AND LABELED I r-1 J O 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID PROVIDE FLAT ROOF PROVIDE FLAT ROOF METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I EPDM MEMBRANE; EPDM MEMBRANE; I W ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PITCH ":I' AWAY FROM PITCH 4":1' AWAY FROM 1. SEE NOTE ABOVE FOR STAIR d RAILING INFO. DUCTS TWSHALL NOT BE CONNECTED WITH SHEET-METAL I BUILDING BUILDING 2.RAILIN05 SHALL BE WOOD OR PVC. 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I b'-10" b'-10" W CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE I 24'-4" 17'-6" I_ I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 0 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° I = ,J FASTENING SHALL BE A5 PER RAIL_ MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES II'-4" II'-4" I6'-4" 0 J EXTERIOR GRADE PAINT AS REQ'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. 4'-8 3'-2" a'-8" COATING I Q R 3.SEE FOUND. PLAN b DETAIL NEW FLUE: ;; ._4 •.. r :;:. .. m SMOKE DETECTOR / GO DETECTOR NOTES: O6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO -IlkO3 EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL A5 4 ¢ 4 I. CONTRACTOR SHALL PROVIDE LOGE COMPLIANT 6 6 4 4 6 6 4 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ I/2" CDX PLYWOOD e SIDING AS NOTED - "CHASE z z HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEG.'s SECURING ® 5TD. 51DE WALL" ON PAGE 6-004. I wl w 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR u v IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT I ti,p FLOORS/WALL5/CEILINGS;PRODUCT CONFORMS TO ASTM K, E b14, A5TM E b4, AND UL 147q. WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY O4 I ';� BEDROOM 2 BEDROOM 3 I. ALL NEW WINDOWS 4 DOORS SHALL. BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0'. , 13q S.F. I O 400 SERIES CASEMENT,DOU5LEHUN6, OR GLIDING (n 152 S.F. T (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE " SUBSTITUTIONS,5EE NOTE #q IN "6LABS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOWS - ALL GSMNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 5TRAI6HT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS 2.F DOUBLE HUNG - ALL DBL. HUNG I^INDW5 TO BETILT 3 I I "L•. WOOD EGK et Q 3.ALL GLAZING WITHIN la" OF FF TO LSE TEMP. 6L. I ,' I 3 1 I Oa RESERVED 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND • WINDOWS (TYP. FOR ALL) U.O.N. I cV 5M/Go 10 EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING O STRUCTURAL PERMACAST COLUMN 8 SQUARE 5M/00 13 I r 6 04 6 4 0 CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: " O I I 4 O TYPICAL PLUMBIN6/HVAG SHAFT: O I iv _ GL I 0 NET CLEAR OFENINe........... 5.7 S.F. I0 PRECISE LOCATION 8 SIZE TO BE DETERMINED IN FIELD th v I 6 • m m NET CLEAR HEIGHT............... 24" MINIMUh1 d SM/CO NET CLEAR WIDTH................. 20" MINIMUM 10 - - ORHE 4 TON AIR CONDENSER I I �' T AUNDRY r w zI cn II MODEL#RAI64bAJINA ( OR EQUAL ) m �I ROOM F t. NATURAL LIGHT + VENTILATION z m H 4 I 'I U. (HABITABLE SPACE) O 14 I I FLOOR AREA 270 S.F. = W p I I BEDROOM 4 Q -6"- -3'-O" "Y % REQ. S.F. PROV. Z 7T 5 F O a„ LIGHTING;MIN. a% N O - - - - - - - - - ''" 21.65.F. 25..55.F. p I ® -o ® FAMILY ROOM �_ OF FLOOR AREA m O z 27q S.F. VENTILATION;NOT 0 LE55 THAN 45% OF z 0: - q.7 S.F. II.'1 S.F. w N z O -,- 4 MIN. GLAZED AREA g N cq 4 7 I I I ui m - REQUIRED O O I I II m v m W aij r I N dJ r (V O 5M/GO -6-4 N N 71 1 q1 S.F. 12 3 N N BATHROOM 2 _ w GL SM/GO CN 0 .moi CN I - O PROJECT: .,� _ - - m 4 ,-0•C,/H R OYALTO N ROW ki \... .\.\ \\v \ \.. \. \ \\ .\. - _.- NUS ROOM m / BO OM O WALK IN ` " !- CLOSET DOOR MATERIAL:' - \\ FINI51D SPACE- L r I I ' \\ BATHROOM 5 \y :. \ .`\ i - I I BD 105 S.F. . TAG DESCRIPTION 'c°\ \ " ` " ' NOTES - /////// �, �\ I �j I-0 GH.015S.F) COX NECK ROAD SIZE THICK. \ \o\\\: I iillii�i a' 4 J tY ..; BOM15 ROOM-223 5.F MATTITUCK NY 119 52 .• _ = - O\ 1'-0'G.H. 113 5.F. \\\...\ :c \. I 113 5.FJ223 S.F.SF 50.6 30% 5' q° s 10' 2.. O \ � OPEN O E O DRAWING N .\. G TITLE• 51 NGLE 3'-O"X"1'_0" \��� ` °: � ..\�! ( i OI ;,;;,,., I 4 4 4 `� G `� G 4 G PROPOSED SECOND FL w I i FLOOR PLAN 02 SINGLE 2'-8"X7'-O" \ A 4 05 SLIDER 12-O X7 O \ \ ' I <..: :> \\; \ ,: SECOND FLOOR 2'-4" b'-6" b'-6" 2'-4" 3'-10" 3'-I" 3'-I" 5'-3" " " 04 SINGLE 3'-O"X7'-O" s \ - - - - - - - - - - - - - - - - - _ -I Ib- PAGE: E. :....;.. \ ;; b �' PATIO 3 10 3' 10 5 3 P fN7'ERIOI�.=.- F11�T.I"LC�bI�,,:: -:v��,�•:: ..\.. �\\. .... .. \a>`.. \ \. ..\\ •:\�\\\\�.�� \.\. \.\v.\ �<.. .<� :ass`:� :�.:\.. 05 POCKET 2'-10"X7'-O" ,r \ . :, \\ A-103m02 \\ \ °,, SELF CLOSING; \\ \\ NATURAL LIGHT VENTILATION O6 SINGLE 2'-6"X?'-O" HOUR FIRE RATE _77 \. -A\w\ (HABITABLE 5PAGE) O'f DOUBLE 2'-6"X7'_0" \'y \\ \ SELF CLOSING; FLOOR AREA 223 S.F. DATE: 02/09/22 7 OF 17 ` \\o: 08 RESERVED RESERVED HOUR FIRE RATE =o\\\; \ �\�`\ " % REQ. S.F. PROV. OQ SINGLE 2'-0 1XI-0" \ \\\ \\ _. LI&HTIN6;MIN OF FLOOR AREA \, :.. 1 ..... .. . \...\.\ \.. .a... .\.:.... :... ..\.\ ` �..�.a.s` \\\. t.. ..� �.,. ,... \`. \ .. �. ..\ .... " ..: \ .\ VENTILATION;NOT �' \ \ \ \�\�.. \\ . \., :::�\ ,\ , :. , LESS THAN 45% OF &.0 S.F. C1.5 5 F - O - - \` .\\\ :` " MIN. GLAZED AREAm m 10 - - SINGLE F2'-6"X-I'-O" ` ' \\ .µ ', ::.\ :: m V REQUIRED Q Q ,��FLED R . :: .. Q A c I I 51 NOLE 2'-4 12 SINGLE 2'-O"X7'-O" \ ' �\ s: g \\e\ c\ <CPROPOSED SECOND FLOOR FLAN o++r . \ Q IR 13 DOUBLE 2'-O"X7'-O" ► , \\ 5. H �IT?��L SSG • I ��2 5. C�i�055 = I -o �• 40 14 POCKET 2'-4 _0 „` ' \ � �t SCALE: 14.. 2 -y fi �3r �O ,E_ 15 SINGLE 2'-4"X"i'-O" ► \` \µ..,.,hm,` ERIN, °i\\\ ./ .� ELEVATION NOTES a OROOFING: I I. SEE NOTE ® SECTION w 2. ASPHALT ROOFING SIN6LES, COLOR 4 STYLE TBA(OR w EQUAL) (MIN 50 YR. WARRANTY) OROOFING: Q I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF', COLOR 4 STYLE TBA I f (OR EQUAL) TOP RIDGE HEIGHT 0 ' 3 SIDING: ELEV. +28.6' ---------- - -- - O I. SEE NOTE ® SECTION J 2. LAP GEMENT SIDING, COLOR d: STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) O OSIDING: __ a I. SEE NOTE ® SECTION 2. VERTICAL BOARD 4 BATTEN SIDING, COLOR 4 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) r O O5 STRUCTURAL PERMAGAST COLUMN 8" SQUARE O I- Z Q � 50GOND FLOOR GLC. H2,T. J Z d' ELEV. +21.0' O CD I Y O Z Tq tu T O 04 O OH t J i H .H �� � W W (Dz lA w 'rl SECOND FLOOR O Lo ELEV. +12.0' % ILE I w ; FIRST FLOOR CEILING HEIGHT F- 2 C.1 ELEV. +10.8' _ J 5 � J Q O 5 03 03 Ld O DI 3 OZ �•'� FIRST FLOOR ELEV. +1.8'riN —� U I L i O BASEL I NE - ELEV. +0.0' NORTHNEST ELEVATION (REAR) 0 0 SCALE: 1/4" = P-O" N z 0 m 0 w x m z u- 0 0 0 w w x o � o z c N o � o H o z W N U) w z x 4 0 m W -- - - ei N ei N N N ui \ \ 04 0 oo D \ ei O O PROJECT: F. R OYA LTO N R O W 0000 LOT 1 DESIGN B COX NECK ROAD 3 MATTITUCK, NY 11952 ol DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS F F PAGE: 3 202 . 02 02 0 DATE: 02/09/22 10 OF 17 ,,F-D AA? 'j M. uQ SOUTHNEST ELEVATION (LEFT SIDE) SCALE: I/4" = I'-0" 9T X37405 O SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION < COMPLY WITH ALL CODES Oi= w PPPOE ATE � NEW YORK STATE & TOWN CODES PROPosED ACCESSORY STRUCTURE DATE: � � B.P.# --- „ W r �►; AS REQUIRED AND CONDITT� OF ! __._-___i PROPOSED 2ND STORY z J dw� Lj FEE: ,. .,� 31': � — -�- Q v E.wi. Yar 4uM k 9 NOT' , Y BU'LD1Nd'; C�E-ARTMENT AT 785-1802 3 A^., TO PM FOR THE ""'"' ""'"'"' 7, FOLLOWING INSPECTIONS: �- -� 1. FOUNDATION - TWO REQUIRED 5U f DWt,,i STEES FOR POURED CONCRETE I J 2. ROUGH - FRAMING & PLUMBING O�I T O �A(5 : O 3. INSULATION __ -- ------------------------------------------- ` ' —®O I .00 PROJECT LOCATION & SCOPE z 4. FINAL - CONSTRUCTION MUST �. : r ' ; I BE COMPLETE FOR C.Q. �� g- t k r? r r7 e R I O ALL CONSTRUCTION SHALL MEET THE % - ../i NEle4 2 STOi�Y WD. Fi� MD DWELL I NC W/ TTGHED C�4RC AND SITE PLAN & ZONING DATA = REQUIREMENTS OFTI IE CODES OF NEWF7 7r �-� 7-f-- fi�ORGH z Q YORK STATE, NOT RESPONSIBLE FOR ° �' i - U a �aP'e:1� `k{ !. DESIGN OR CONSTRUCTION ERRORS. 1 �: r 'o,t �- 0'_V2 GENERAL NOTES --- --- -- w ENERGY TABLE _j 00 - - O � R=363.46 ,SII exterior 1i. htln _ r 1 ;TPR©JEGT ! z©N1N0 DATA ._. ---___.___. . _.__. _._______�. _ `I STRUCTURAL DESIGN CHARTS z rn O . �, fiETAfrt\� `f ri(LEl l: �t.EJrf y O Installed,replaced or T `� __ ______.____ M__.______ _.._ _ _ ____ _____ _.�_ 0-005.00 HOLDOWN, ANCHOR BOLT, Z y. PU%SU,^,P�`T TO CI "°'TL6, Lvt7 TAX MAP # __.I. 1000-115-01-11.50 - __ repaired shall confonn �� OF J STRAPPING, & NAILING DETAILS z cw � to Chapter 172 THE TOti'df� CC,E. � - ofthe Town Code ZONING DISTRICT A-G -- � I FASTENING SCHEDULE j W w c0 1 i I PLUMBING _ o.-t ACRES -- - - -------- ---- - -- - -- ----- ------ - - --- tt) r• � ALL PLUMBING WASTE 'ill Lor AREA _ 11__ __- _ 10-00-4.00 FRAMING GRAPHICS � Q � Q rr 1 -- WETLANDS DISTRICT - = -_ =!!,_ _ -=u= - _ ,�1,vATE:R LINES NEED TESTI-NG BEFORE COVERING !�_-_- __- -_-x��-__- BEAM CONNECTION PATTERNS � J _- - _ _ N/A FIREBLOCKING DETAILS DEC DSTRIGT Nuj r_.E � - c.._i i nCATION - 1 SUFFOLK COUNTY HD APPROVAL PERMIT # # OF BED. l ---- - -- - --- ------ -- - - -- - - -- - ------- - , LF4D CON7ENTBEFOR�Y w .__ =_ -- - - '!_._.w.._ .__�� __ _ - IO I .00 PROPOSED FOUNDATION PLAN w ' •1CATE OF OCCUPAN "— --' -T-' -'- --• --'.-" ' HABITABLE SPACE PROPOSED R' ODER USED 14 ,NATER SYSTEM CANNOT 1 N ! - -- -- ---- -- - ° I ". �: y �t BASEMENT AREA I CnvEEt X110-OF I%L-AD.- 50' REAR YARD - - - I O� OO PROPOSED FIRST FLOOR PLAN I i - - -- - - - - - - - .A � FIRST-FLOOR AREA I,�f05 S.P. ._ -,__:_-. � ! "`` . `•, •�:... . Yrµ PATIO ' SECOND FLOOR AREA = e►lN•.Eti as ' �P�llS& �1®tiWc 633 3q5 SF - - --- - - -- - -- - - ---- - -- - --- --------- ---- - -- TOTAL BEDROOM COUNT O�.00 � i D, J rode��`nu`Is �:nd dn�c�•OYi: , I' - - - ' PROPOSED SECOND FLOOR PLAN F per 1 testin rcva�. rc61, 14YS Ene:rmf Codi � •''' PATIO 1 �r / — I O •OO PROPOSED ROOF FLOOR PLAN r >> I Q '.i','� ,'. i'�,,`%� , ..:; '� .�,' /,, , � ,�''�'j�','f � LOT GO'VERAt�EDf PROPOSED EXTERIOR ELEVATIONS DESCRIPTION (FOOTPRINT) AREA 3b LOT 2 STORY HOUSE j`'>> 1 COVERAGE /,s` /r ' '','�`,', Ig00 SF FOOTPRINT> ' -- Q j OARAOE ,° ' a7 6 S.F. -- - AL LOT AREA - -_ - -- _ _ --- - - - - - -- - - - --- - - -- -- -- - --- -- - - - {/ TOT 530 SF ,`' f/ t' / !`!y,r/ r 'f F ` PROPOSED BUILDING I,a00.0 S.F. 6.095 _ � O ,, ..�,'' . /' .� i/"°°`�,'i> ,'; ',•','`'/ > , ,�j>/r` � � _ - - �®� .00 PROPOSED EXTERIORELEVATIONS j ,° O /,>�` f.1'/...�• /r r+'f./`'�` ,�'� `, ' ,f�'` / 1 I II I I I j • / >./`/`. f / PROPOSED GARAGE 530.0 S.F. 1.-7% PROPOSED COVERED PORCH &05.0 S.F. 2.595 D 4 SF TOTAL AREA OF ALL STRUCTURES II 5255.0 S.F. 10.295 '1 �- _ SOI '�O li ,I �- .. � BUILDING SECTIONS - - - 1 -- - ---- - _ ="MAXIMUM LOT COVERAGE ALLOWED - 20% !I NALIGWAY ----- - __ BUILDING SECTIONS DESIGN DETAILS z — — — — F'EQUIRED 5ET13AGKS — MAIN BUlLD1N0 W - - - - _ ._-__ I- --- -- - -- -- - -- - ---- ---------- ---- - - -- - - O I 40 FRONT YARD I _—___.__.__-_--_-___. _._._ _.__. i m REG2UIRED PROPOSED GOMPLIEs i6�'O .00 DESIGN DETAILS w -- -- — -- --- --- - I 63.4E YES ------ --- ! - - — - - ---- FRONT' YARD 40.0 I I I I, E � iI I L 15.0 51.0 YES SIDE YARD it --- - - �-- I O I .00 PROPOSED STRUCTURAL PLANS o - BOTH SIDE YARDS 55.0' 116.4' YES 25.04 1 PROJECT: R=188.4Fj i I �� .I� ,,. REAR 'YARD I' I- _- I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 8'75) UNLE55 THEOPROVISIONS OFTTH15 5 ANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION, CONCRETE, AND MASONRY II I CARPENTRY I NOTES S� :G I I GST)ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF GON57RUGTION NOT SPEGIFIGALLY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT I 55REV I AT I ONS PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE I - -- -- _ ------- - IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER -- ____-__ - BD. BOARD I TGH GDAT. MAINTAIN - K roe=_THER AT ALL TIMES. IT Is AL50 THE GONTFZAcroR's RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SORA JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING $Y AN APPROVED SUB CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - KIPS (1000 LBS) SPEGIFIGATIONS,AND BE PAMILIARIZ:ED WITH THE PLANS PRIOR TO WORK 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - -- - ---- _- ----_ _-_ _---- -__ __- ____ __„- . _= 1 0 -- _ -- - -- ---------- -- --- GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE j - - - - - _ iI MANU_SPEG.'s 1, MANUFACTURER'S SPECIFICATIONS I W BFE BASE FLOOD ELEVATION 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL -- - _ ---------; __ ___-_ _---- --- -__= --=_ -- J; J GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD I BLDG. ][BUILDING - MAX. MAXIMUM - -- - -_ _ ___�'- - - - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. 1 __ - - -- -- ___ __ _ APPLICABLE BUILDING DEPARTMENT. �: APPLICABLE AS A DERIVED WORK). IBM BEAM MEGH. li MEGHANIGAL ---j,__ __ ____ ___ _____ _ _ _ 1 Q 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO OR 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS B.O. BOTTOM O II -- - -- - o __ _ MIN. 1 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, OTHERWISE N TED ___ _ MINIMUM 5 CONDITIONS AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - _-_ TY� I GAL. NA I L I NO/STRAFE NO REOU REMENTS FOR ��__-_ ---_--_ -__--___ _-____—__-- _-__-- -- -__- - ----- —_—_—_---__—_-- —_-_-- _ a HO . LsDOWN DETA I L°S FA5TENINO SCHEDULE A 1 ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL° I FT, SHEAR/ $ LATERAL RESSTAI I I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, i , a W AND ROUGH OPENING FRAMING REQUIREMENTS) .J "ALL 57RAPPINC TO BE IY4"x 20 GAUGE** -- "51MPSON" EQUIVALENT - C520 (COILED STRAP) I ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE USE I Od NAILS IF STRAPP I N6 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q I ;_ ---- __-_-—-DESCRIPTION ---- - - -- =—1 FASTENER SPEC. il�-== FASTENER HG>LDOWN HOEDOWN �B' CONNECTION A - - --_ -- __ - AND QUANTITY ----SPACING - NA I Le NO O R I D ----- -- --- FOR NEV4 4 EXIST, FOUNDATIONS ROOF GEILINC FRAMING I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d --- -----— --- - - - ------- -- — j Q ENDI^IALL .-- j a ----------- ENDWALL ......."• """ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD ""� AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TBE DF,#2 6 BTR. IN DRY USE ---------- HEIGHT STUDCORNER HEIGHT STUD TRANSFER SHEAR / �''' R'R' 2" n SERVICE CEILING J015T TO TOP PLATE (TOE-NAIL) - SEE PAGE G-003 PER JOIST O CONNECTED DO JI GONNEGTI ON: p \ 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL ---------- TRANSFER SHEAR "SIMPSON" HDQB 8 , , , , (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) I SEE PAGE G-003 EACH LAP = j FOR STRAP - d COMMON . . , , �n HOLES,sEr NEW MEMBER. - - �— "- 2-Ibd COMMON HOLDOWN ANCHOR ® ( 2-I6d COMMON P • • • - ------ __________ -- - -- J NAILS ® EA. END OF STRAP. Z LOCATIONS NOTED NAILS ® 6" O.G. 4 4.NO MIXING OF NAIL SIZES OR IYPE5 ALLOWED �L NAILS ® 6" O.G. +E "�.. �' • • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP Q ON PLANS � 10 O.G. IF BLOCKED ----- -- OGKED . 5.SEE SECTION -- 10" O.G. IF $L b FOR ANY REQ'T TO CLINCH THE NAILS O - L FOR ROOF SLOPES UNDER 5.12 WITH •? Pr -- •I � � � CORNER POST G.J. G.TIES T GFf Y /��� I TL BOND THE OF I .Y � ., END THE NAIL TO 90° AN CORNER POST � _ _ 6LE,SEE a COLLAR TIE TO RA W .. ' GRAPHIC BELOI^U ----- TIE J _- ' - -� U A END OF STRAP COMMON ROOF ILS ® _ -- ---- - ------- ----�---- ------- ---------- - -� 00 ROOF SPANS OF 24 OR GREATER RAFTER (PAGE NAIL) SEE PAGE G 003 PER HOLOGAT ONS NOTED 1 1 .I SLOPES OF 5:12 AND GREATER SECTION 12.45 PLACEMENT OF NAILSE SP SPIKES b TEABLERY BLOCKING TO RAFTER (TOE-NAIL) -------- - 2 Sd COMMON - -I I --- -H END SIMPSON' HDQB EACH - - - -- - -- -- Z rn RIM BOARD TO RAFTER (END-NAIL) 2-I66 COMMON EACH ENDTill C) J rl ON PLANS I �:i - --- - --- - - -- �- CONNECTION BI B2 r AT RAFTER TO TOP PLATE TO STUD a Z '�� ---- RAMiNC ' HOLDOWN INSTALLATION OPTIONS: .ONNEGTION: f,,•- "'"r J N -- j { -_ FOR STRAP - 3 8 d COMMON NAILS ® �2::::'.~` i f FOR NEW P. GONG. FOUND.sLO cr III TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I I PER FOOT W HOLDOWN CAST IN PLACE w/V8"0 THREADED ROD EA. END OF STRAP: WHEN IN TOWN OF I5LIP OR NAILING -AT INTERSECTIONS N R -CTIO S (FAr -- ------- - 0 Li') FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s TOP PLATES AT INTERSECTIONS FAGS-NAIL) 4-Ibd COMMON li JOISTS - EA. SIDE , t Q r� ". ..........~ MOTE•s ' ' ------------ rq J 0 -711 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO , \ GEOMETRY EXCEEDS THAT PERMITTED IN ( ' r CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY , -- -1 i B I MAX. NAILING GRID ABOVE UTILIZE ' �/ • • II STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.C. ADHESIVE), d FOR TEMP.'S O°F-40-F USE "SIMPSON" AT r 51MP50N # H2A (OR EQUAL) RAFTER TIE - - - -- -_-------� --------- W 1_ (HIGH STRENGTH ACRYLIC ADHESIVE) ! "~~ HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G.. ALONG EDGES i! - -- ----- -- - -- ---- -------- -I - - - ----- -- - - �y }� FOR TOENAILING - 3 8 d COMMON NAILS s �`"' FOR EXIST. / NEW G.M.U. (GONG. BLOCK) USE SAME : ' TOP or BOTTOM PLATE TO STUD (END-NAIL) ! 2-I6d COMMON PER STUD FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN w/7/8"� THREADED ROD REQUIRCO NEC ION " .. ............ ...._.................... • FOR G.J. TO R.R. - �I I6 d COMMON NAILS I! - -- - -- -- - ------------ - -.;',. -- - = ---- -- -- W ~ AT G.J. TO G.J. GONNEGTION: _-_-----_ --�------__ _---_-____- _- . -_--- -=�L _2-Ibd COMMON 1,2 PER Fool ~ U BOTTOM P TO FLOOR JOIST, BAND J015T, RAISED G.J.'s(WHEN ;; ENDJOIST, or BLO..KING (PAGE-NAIL) II = .J APPLICABLE) FOR EA. PLATE TO STUD ABOVE s OR BELOW 1 --_- -------- - -------- -- -- ___,-.--_----- ---_-_-----_--------------_- -- U J HOLDOWN 'G' HOLDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - 9 16d COMMON NAILS ! FLOOR FRAMING Q FOR NEW 6 EXIST. -------------------------- --- _ _ _ _____ ___ JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)I 4-5d COMMON - ---- ------- =` -: is:a I • ---.. - PER JOIST FOUNDATIONS � FOR NEWLY POURED CONNECTION GI � G2 - -- � ' FOUNDATION ® ONE STORY ONLY � - ENDWALL -------- ---- 1 (3) 2x FULL BRIDGING TO JOIST (TOE-NAIL) � - 2-8d COMMON - I' EACH END HEIGHT STUD CORNER STUD ,'' F------------ -- - ----- -------- CONNECTED TO ��•� BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON � EACH END SIMPSON HDQB TRANSFER SHEAR " ' -� %F p AT STUD TO FLOOR ASSEMBLY BLOCKING TO SILL or (3) 2x FULL - - -- ""'� ".� G2 ; { a TO STUD CONNECTION. TOP PLATE (TOE-NAIL) --- ----—------ —� - - ON PLAN_ HEIGHT STUD ~ "" - HOLDOWN ANCHOR a ° .r " ' 3 5 3-Ibd COMMON I EACH BLOCK I " IO I O.G.�F B�OGKED h ------ ---- - ---------- - ----- LOCATIONS NOTED' NAILS ® 6 O.G. 4 � CORNER POST G I 3-Ibd COMMON EACH JOIST € NAILS ® EA. END OF STRAP --- - ---- - - - - - ---- -- - -- - -- --- FOR STRAP _d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) j JOIST ON LEDGER TO BEAM (TOE-NAIL) ----! 3-Sd COMMON PER JOIST - -- ---- / I j I ' FOR EA. PLATE TO STUD ABOVE 6 OR 1� 2-I6d COMON ? BELOW - 2 16 d COMMON NAILS I NAILS ® 6"' O.t. ''�::." • I -- ---- ---- ---- - -- --- ----- --- - - - ---- ---- - ---- - o BAND J015T TO JOIST (END-NAIL) 1 3-Ibd COMMON PER JOIST "~�'..............••may :........-...-..........-..-• BAND JOIST TO SILL or TOP PLATE (TOE-NAIL)--I�- ----2-I6d COMMON ' PER FOOT ROOF 5HEATH I NC • _ 1 ` STRUCTURAL PANELS: it INTERIOR ZONE - --- - Bd COMMON. b' EDGE / 12 FIELD j j I -"51MP50N" STHDI4RJ GC)NNEr TI ON P1 D2 EILOCKSOLID NO PERIMETER EDGE ZONE Sd COMMON b" EDGE / b" FIELD m EA.B1AY GABLE ENDWALL RAKE OR RAKE TRU55 w/ III 5d COMMON 4" O.G. !I P UP TO q" RAKE OVERHANG HOEDOWN INSTALLATION Of TIONS: '., ,. - — ---- -- - -_J�-- -- -- -- -- -- -___ FOR NEW P. GONG. FOUND.s - _ `I--- -_�I'� _- .....".... .----- ---- ------ -- - - -- - ---- ---- -- • AT .°TUD TO FLOOR ASSEMBLY TO SILL ........... AT I'I GE I L I NC SHEATH I NC HOLDOWN CAST IN PLACE w/'7/5"0 THREADED ROD Y "" . + FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s -715"4) THREADED ROD PRE-DRILLED EMBEDDED 12" INTO PLATE(5) CONNECTION. D2 - -- - - -- CONCRETE w/w/ SI��IPSON" SET (HIGH STRENGTH EPDXY r7 I/2" MIN. - -- - -- - __- --- ---- - --- - - i FROM -~ - ~~ GYPSUM WALLBOs.RD 5d COOLER 7" EDGE / 10" FIELD ADHESIVE), +€ FOR TEMP.'s O°F-40°F U15E "SIMPSON" AT --- _ CORNER FOR STRAP - 3 8 „_—.__—_____----_ _.- _ ------ --..----- ---- 5 ----_-.------_- ------ .----J (HIGH STRENGTH ACRYLIC ADHESIVE) . - ----------- -- -____ ___-_- --.__---- -- - - �I _ o p d COMMON NAILS ® EA. ' ONE ON D I ~ . END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHI NO FOR EXIST. / NEW C.MJJ. (GONG. BLOCK) FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN TYP. FOUND. NOTE . • - - - _ ___---__ - _ I =_---- ___- ----- - __ ___ _______- A. TO I 8d COMMON " W'7/95"O 7/8'O THREADED ROD . 2 - I6 PLATE dOMMOND NAILS STRUCTURAL OR BELOW - Y STRUCTURAL PANELS ----- - --- ----------,I --- ---_.__._------__. - -__ _. --- l ro EDGE / 12 FIELD I ALTERNATE A FLOOR CONNECTION N I #IOLPT4 ABOVE 5 MPSON (OR F......~............ _.....~ STRAP w/(3) - GYPSUM WALLBOARD- ------_ ---- - --- -5d COOLERS--- J 7' EDGE / 10 FIELD ! OF EA.STRAP TO r- --- - - - - - --- - - - -------—---- ---= --— -—- —' --- `. Bd NAILS o EA.END ---"- --- - --_-- z NAIL_ I NO/5TRAFF I NO I W I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES EA. JOIST (FOR FLOOR SHEATHINO (SUBFLOOR) jl 2 ALTERNATE USE STRUCTURAL PANELS: - NOTATION: SIMPSON H2.5A) _ A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING II WFGM, TABLE 3.1,P. ISq) CONNECTION E .. B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOOR5) (2018 WFGM,TABLE 3.235,P. 2qU -•• -""' I" or LESS: w " I 8d COMMON 6 EDGE / 12 FIELD � T G - NUMBER OF FULL HEIGFfT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.251 P. 2q2; GREATER THAN 1 IOd COMMON 6" EDGE / 12" FIELD --- -- -— f ALTERNATE AS PER TABLE 3.23D, P. 2g3) ..."... • III - ".. } D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE I � I � - ~•°'•-••. - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w I ' A �-D (2018 WFGM,TABLE 3.1, P. ISq) / AT STUD TO FLOOR ASSEMBLY TO 5ILL ALTERNATIVE NAILING 5GHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a J E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) F - NUMBER OF Iii NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE I j PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G (DOES NOT APPLY TO DOORS) (2016 WFGM, TABLE 3.8,P. IqI) SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROSECT: E 2 - WHEN WALL 5HEATHIN0 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINC, 4' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) R OYA LTO N ROW FASTl 1 F ENTS OR WINDOW/DOOR OPENINGS Y4�� SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMEINTS SHALL BE ' ROUGH OPENING FRAM NG�REQU`REM GHEDULE � ION II ~•~...........................~.......~. � USED. FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - -- --------- - --- -- - - -------- --I LOT I DESIGN B NUAL 2018 EDIT ) ••..... _2_ _I6_ d COMMON NAILS — fl --- - I H WOOD FRAME GONSTRUGTIO A ---=(IN ACCORDANCE WIT1 -- -'- � - -- ---- - I I;-- -- '� A B 1! G D E F G ------ --- NOTATION ROUGH l + ` OPNG - _ COX NECK ROAD 2-=0 =2 I - ---- -- - - --1,, - - MATTITUCK, NY 11952 - --- OABLE ENDWALL 4-0 � 4 I 2 1 2 2 2 �' TOS BRACING/STRAfi�PINO DRAWING TITLE: - - '� - PROVIDE (2) 2 x10 HrR (MIN.) U.O.N. 6 0 - - 5 I I 3 G - --- _ --- -_ FOR RAKES 12" OR. HOEDOWN ANCHOR BOLT (B) - REQUIRES SILL PLATI.S OF 2"xb" (MIN.) �1 -.�- � - _ -- --- _ - .-_ -.__ -: _ - 2 3 -4. 4---' 4 - SPLICE - --' - FOR WIND - EXPOSURES B4G BLOCKING 2 + + -- .-- - - - ---i, LENGTH I - - TOP PLATE I LESS PROVIDE !! I ' � i I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 1 BAYS BACK ® BLOCKING• 12"O.G. STRAPPING & NAILING DETAILS 4'-O' O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORYESLAB o SRADE ROOF FASTENING SCHEDULE ---- - - - -- --- j 'I --- it - BUILDING i�aa - -- - - - - DIMENSION (FT.) BUILDING MINIMUM SPLICE 12}a li ' MINIMUM SPLICE i -- - -- -- --- LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) ii 12'-O" 11 1 2'-O"/2'-6'. - - 12,-0 3=0 5d STRAP w/(3) I 8d NAILS EA. END PAGE: - -- -- I OF EA.STRAP j"i 0 AIIIIIIIIII JOI ATTI G 4'-0" ANCHOR BOLT SFEG I F I GAT I ONS - .III 20-0 �� � 4'-O /5'-O' II 20'-OBLOCKING 2 B b'-12" - - BAYS SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.25, P. 15.7-160) 24'-O" 6'-O" BACK® 4'-O O.G. CORNER 4' O'/s O I DATE: 12/22/20 3 0 F 17 I - 28 O CONDITION 3q FOR ALL STRUCTURES: II %,"4) ANCHOR BOLTS ® 3q" D.G. 5-O"/6'-3' 28 0.1 - 7'-O" -- --- _- 1 " 32'-O" 8'-O" SECOND FLOOR 32 0 6-O /7 b N - I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O" NOTES I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-O" II'-O" �:�; >: c �b•O CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O° BLOCKING 2 BAYS n -- - BACK® 4'-O" O.G. GODNDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. I$ FILL IN EXPOSURE B I 13'-0" - -- - - -- TYP. STRAP w/(3) w/13 SQUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED l 50-O 10'-0'/12'-b 501-01, 8d NAILS EA. END $� 3.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O° Ib'-O" OF EA. STRAP TOP TWO COURSES SOLID 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT p M -- - - - - -all - FIRST FLOOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8 OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 7o 0 14-o 'fo o Iq o c `s, PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN b" # 12" (AADDIITIOMIN. NALLY,SPLICE ROUND UP T THE NEARESTIFOOT)NO GTOR D 5 80 O V-01. 01-011 22'-O" 3741 0 FROM EN05 AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 9�� �y N1111 (SEE DIAGRAM TD LEFT) lo'WALL - 1.25 11'WALL- 1.3'75 THIS COLUMN w/MULTIPLIER BACK® 4=0" O.C. N 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 15 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT-Ufi C IRDERS, 5 OR 1`�OR� SUi�PORTS F I REBLOG�K I NO FOR FL_ATFORM J�IOOD FRAM I NO CL (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULEQ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) __ - __ -- - =- - BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) W CONNECTION b 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER __ - , ,J D . BLOCKING UNDER LOAD BEARING WALL ! THREE R MORE SUPPORTS, JOINTS ARE TO BE I. F GOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES LOCATED BETWEENAS ONE SIXTH AND ONE QUARTER --; I ' L RE-STOPPIN . NON-LOAD BEARING WALL OFFSET FROM SUPPORT �A --- -I(2)ROWS IOd NAILS• 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE i SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE -- -_- - CONSTRUCTION: THE DOUBLE J015T STUD SERVES AS FIRESLOPP N6G STUDS B (3)ROWS IOd NAILS m 12' O.G. r._ SUBFLOOR L-- - �� P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE I O - -- - -_ ---- - _ _- ___ - TWo-PIECE I I = -" I 4' 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J �- _-=- _ - BUILT UP GIRDER P MAX.32" PLATE SERVE AS FIRE5TOPPINS. _J (2)ROWS I/2" m BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5UBFLOOR G J DBL.a EN05 P NAIL ---- _ -_ — , - TWO IP GE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 50LE PLATE D (2)ROWS I/2" m BOLTS• Ib"O.G. Q l 1 I JOIST SERVES AS FIRE5TOPPING. I� I �1�I- `''tt I SOLE PLATE SIDE NTH IOd NAILS TWO NEAR EACH END OF _ E 11(2)ROWS 1/2" m BOLTS•24"O.G. ' t, _ _-=-_- -_-- —--__-____ --- BETWEEN 1/6 EACH PIECE, OTHERS STAISSERED WITH A DISTANCE ;III 1 .- -- I OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL 5. FIRESTOPPINS SHALL BE 2 INCHES OF WOOD BLOCKING LINE• OR 61RDER5 ARE TO BE AI EDEACH F ](SCREWED ON N SIDE OF GMEMBER W5 m 12"O.G. 1 E I/4 OFA N L FROM I 1I Ill� - I` �I I I �.� J 'II I i ,'i ' OR OF NONCOM-BUSTIBLE FILL. Z l(2)ROWS 3-3/8 TRU55LOOK SCREWS a Ib"O.G. P I I� 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 6 J� _ -__ _—_ ---- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 L ['`:-- ---- _ - { (2)ROWS 3-5/8"TRUSSLOCK SCREWS m 24"o.G. `1- �I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN - I l BETWEEN NAILS IN A HORIZONTAL LINE. I - 1 t - : _- - JOISTS SERVE AS FIRESTOPPING. SCREWED ON(I)SIDE OF MEMBER i JOIST H -- - - - _-- �I p Z SCREWED ON(I)SIDE OF MEMBER � I __ _ _ "i - `- THREE-PIECE I- - I - i GENERAL 5'%'r� 50L ENr : _ NEW PARTIAL HEIGHT EXISTING TO BE Dt.MOLISHED WOOD FRAME (L.G. 5TL. LW EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) (I - M NEW I-HR FIRE RATED ❑ IN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Q POST FOR 6" WALL5), U.O.N. r''' NEW 2-HR FIRE RATED lo'-lo" I---I WOOD FRAME (L.G. 5TL. -O" 12'-6" d WHEN APPL I GABLE) 8" P. GONG. -- --� }. RISER WALL - - - - - Z p - - — -- — - Q FOUNDATION PLAN NOTES ;" W 10'-4" 10'-4" 101-411 TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: NEW MEGH. ROOM: O _ 00 O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 11 = J I. (2) NEW FURNACE (RHEEM PRE5TIAGE SERIES 4 ' I I J 8 SILL SEAL _ • ANCHOR BOLTS AS PER PAGE 0-003 TON)8 RHEEM 6A5 WATER HEATER TO THIS —. I_. L_J Z Cfl LOCATION '�- I J • P. GONG. FOUND. WALL AS PER DETAIL UPON 2.INSTALL AS PER MANU. SPEG.'s 10" 14 14 �I'-6"� 14 14 C) • P. GONG. FOOTING AS PER DETAIL 3.F.A.I. THROUGH WALL • ASPHALTIC, MASTIC: DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHASE BACKFILL • B.O. FOOTING V-O'' BELOW GRADE MIN. 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF COMPACT Q z • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS PER NYS MG 306.1 EVERY 61, PATIO MASONRY f(1 cr J N APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING PROVIDE 3" , W • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NYS MG 804. GONG. SLAB W/ r Ln m e-1 STOOPS (WHEN APPLICABLE) -7. DISCOPROVIDE 4" DISCONNECT, REROUTE, 8 RECONNECT STONE FINISH O < Ln • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET EQUIPMENT TO EXISTING PIPING A5 REO'D GONG. SLAB Tl J p FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTE5: FOR A/C, _\ 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY CONDENSER I I 2 "DUROGK" (OR EQUAL) 2 - - - -- -- - - - -- - J W HOLDOWN: 2. FOR WD. FR. GLC. AND/OR WALL5 - PROVIDE (1) • O Ix HOEDOWN 'D' AS PER PAGE 0-003 - �- -� - - � - �- -- - LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON + GONG. WALLS) - -- - --- - - - - - Q H ` TYP. 5TL. COL.: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O3 SEE NOTED DETAIL AS PER PLAN SPEG.'s AND AS PER NYS MEGH. AND FUEL GAS CODE 5 W 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE - 8" P --- - -- U J ' I � . GONG. •-� O24"x24"x12" DEEP R GONG. PAD FOOTING r FIRST.F RI5ER WALL FRESH AIR INTAKE FROM EXTERIOR ' • - AS PER NOTED DETAIL (TYP) 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL IFURN. PROVIDE 4" - -- -- - - Q EMERGENCY SHUT OFF SWITCHGONG. SLAB - -- - .- - " -7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH II •" SEG.FL. O24"x12" DEEP P. GONc:. CONTINUOUS FOOTING 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER — -- -- -- —— — —— -- — — -- — — -- AS PER NOTED DETAIL (TYP) CLEARANCES AS PER CODE N FURN. 9. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING - i 17 • O SANITARY SYSTEM AS PER NYS PLUMBING GORE ,�-3'-6'�' PROVIDE 4" I •! •, MASONRY ONEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. - - REINFORCEMENT AS PER DETAIL FREEZE PROOF HOSE BIB: GONG. SLAB 8 : 5 PATIO ABOVEe� 12 FASTENED w/MASONRY ANCHORS (PRECISE �' MEGH. ROOM ' O 2 I I 2 ti LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) O GLIDING BASEMENT WINDOW r -- -- - -- 15 = FOR WOOD STAIRS ® GRADE: - ;: 1- r _O 13 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON FIRE RATED DOOR: 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGER5 ® m Ft MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) { ~ EGRESS I 2'-O"� -- -- O 30X6a 0.'75 HR. SELF-•CLOSING STEEL DR. . I WINDOW W/ .• E -- N -- O WELL (TYP) - -- I6'xib'xl2G" DEEP P. CONC. PAD FOOTING AS PER NOTED DETAIL 7YP I I _ 14 - 1 -- O RESERVED FREEZE PROOF HOSE BIB: 4 3 4 4 3 10 r 15 FASTENED w/MASONRY ANCHORS (PRECISE "f'-Q" 8'-O" 8'-O" "f'-9 3'-1" 3'-I" I -- --------- 10 BEAM POCKET (TYP) LOCATION T.B.D. IN FIELD - CONSULT w/OWNER)W - 13 5 10 -- ----- O16 NAVIEN ATER HEATER MODEL NPE-SERIES 18 O- -- (OR EQUAL) - ------ -- ------ 1"f RHEEM 115,000 BTU GAS FURNACE it _ i ��_O -�1' 2 2 _+ •, --- -------- � O M0DEL#WcI5TC1151524M5A (OR ECUAL) I PROM 4 I'-3" 3'-O" ! I GONG. S LAB =r„ OFOUND 8 POSTS FOR WD. DECK: 2 - -- - I ❑ _, / IS P„V P.T. P05T Q P. GONG. PIER UPON FOOTING AS PER -- DECK DETAIL (TYP) I I 1 BASEMENT UNF I N I SHED Li 2 2 UNHEATED r - 1885 S.F. p I 15 --- I Z Lu j I = I' _ 0 II _ m m v j - -- 3LLI - 1 10 - - - - ------ - ----- -- --- - - - - - - � F --- n o ELEC. PANEL _ PROJECT: I • 1 I I--- - I - _ _* SEE NOTE #6 m _ - - - _- R OYA LTO IV R O W N 4 7 ly (I(b) RI ® 'i.5' (15) Tr ® 12' , LOT I DESIGN B in 77 - - -- - --- ' COX NECK ROAD I MATTITUCK, NY 11952 i to I -- --- 1- - - - - -- — - - - -DRAWING TITLE:-- -- o ----- -- - - - - -- - - - - - - r -� • 5 PROPOSED FOUNDATION PLAN j 2 - 2 5 I I = - -- - 7-7 MASONRY 1 2 2 PATIO ABOVE 2 1 5 2 i I I o PAGE: 1,_0„ , n 14 14 14 14 lolmoo�p - - - - -L - --- 14 - o- - - -o -- -` --- --- _ _ - - - - - - --- --- - -- -- --- -- -- -- --- — -- --- -- -- -- DATE: 12/22/20 - --- -- - - -- --- - 5 OF 17 8" P. GONG. R15ER WALL Q m olEDAP 41'-q' O I � 9J. �37go a p F OPOSED FOUNDA71Oil FLAN - HABITABLE SPAGE; 1,885 S.E. GROSS AREA SCALE: 1/4" = P-O" ALL NEW WINDOWS +l: DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEG.'s. SEE PACE "G-003" FOR NAILING 8 STRAPPING Cz;ENERAL S'* '� B O L E""r DETAILS. WINDOW Gf-�EA�2T NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED - W WOOD FRAME (L.G. 5TL. ?' �; s' - I._ ECRE55 W WHEN APPLICABLE) i ROUGH OPENING II WINDOW DIMENSION CLEAR ,J EXISTING TO REMAIN TAG TYPE MODEL # i IDTH REQ DIN 20" i, Q -: - - -- - - - ' IE16HT REOV:24" STL. WHEN APPLICABLE) NEW FOUNDATION WALL _ WIDTH HEIG�IT WIDTH If HEIGHT OPEN REG-D; S.T S.F. � NEW WOOD FRAME (L.C. I � l MIN. 2) 2x4 STRUCTURAL -- ==._1,, _ :.-.• i.- - ---- -- A DOUBLE HUNG � WDH2410 # 2,-(, 5-0 NEW I-HR FIRE RATED ( POST FOR 4 WALLS i2,-11 J JI WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL m m B GASEMENT 613 2-O � I 3-O � 2'-O �" I 2'-I I �" �• WHEN APPLICABLE) -- POST FOR 6 WALLS), U.O.N. 6` ' NEW 2-HR FIRE RATED4'-0 --- -- _11 4'-0 O G DOUBLE-HUNG I WDH24310 2-b 4-O 2-5 1', -- ' ------ --------- a WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 5'-O" D DOUBLE-HUNG l WDH2O310 4'-0 2'-I „ 4'-0 " - Z Q cu E -- PICTURE �I P3040 3_p „ 4'-0 2'-I I „ _ - ---_- - A 2b1 2' g" 2,_8„ 2_1 2I_.7 �11- FLOOR PLAN NOTES AWNING - DOOR NOTE: NEW LAUNDRY ROOM: DOUBLE-HUNG2'-Il=_- - Z O 1 I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WA5H /DRY HOOK UP 1-p z10'-4" $..._._. " f 5'-O �" 5."14 11 Q 1 p G - WDH210410 3-0 5'-0 " 10-4 10-4 10-4 F " �€ OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s -----EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. „ W H TRANSOM HTR 2423 2-b 2 5 2 5 2 5 J 2.INSTALL NEW EXTE �'�, � � ; g r6 J 3.PROVIDE HOOK UPS AS REQ'S PER MANU. q q q q I___--- -- ---_----�,_---------------_.- --- ,- --- ----_-- _ OUT ON PLANS BY THERMATRU (OR EQUAL). ,-------- - - - - - - --- - ----.�_:��:�__ CF 3.DOOR TYPE TO SELECT TRANSOM WTR 2415 2--b J" I'-7 J" 1 2'- 5 J" z G� � 4.INSTALL AS PER MANU 5PEG.s i r 11 Y ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 4 STRAPPING 50 I : DETAILS. - ---- - - ----------- ---- - --- ----- ------ ' ---NEW PARTIAL HEIGHT-- . ( '. WINDOW CHARTn- _ _ o EXISTING TO BE DEMOLISHED --_..--_.�-�� _� W EXISTING TO REMAIN WOOD FRAME (L.G. STL. �--{ WHEN APPLICABLE) EGRE55 W ROUGH OPENING l WINDOW DIMENSION II- CLEAR I J II I I I NEW WOOD FRAME (1 _G. NEW FOUNDATION WALL , 1i TAG -TYPE--- ----L --M--ODE1_-# JI^ OPENING STL. WHEN APPLICABLE) IDTHREQ D: 20 �EIOHT REOV:24 " W[DThHEIGHT WIDTH I HEIGHT ,OPEN REQ'D: 5.'1 , A-- DOUBLE-HUNG - ! -WDH2410 -_- - ( .^tl-y31 ,I �'.ni! yl-U 21_511 I 51_0II O NEW I-HR FIRE RATED ❑ MIN. (2) 2x4 STRUCTURAL 11 1p( .d CJ D � POST FOR 4 WALLS � - - WOOD FRAME (L.G. .iTL. WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL L - --ES- _= CASEMENT - = G13- -I,_-. ? (0 - I :. p - -_- _ it J POST FOR 6" WALLS), U.O.N. :2'-0 - - -- --- NEW 2-HR FIRE .5. 5T _ C = ` DOUBLE-HUNG WDH24310 �-b »_ -i, 4'-0 �I 21_5_'1 4'-O �1 I� -- - i � �b WOOD FRAME (L.G. _ITL. L - - 1 0 WHEN APPLICABLE) D --=-I- -DOUBLE-HUNG ._ L WDH2O310 2,_2 ,,.•.•::: - --- - -- - :, „ m -- NATURAL LIGHT VENTILATION NATURAL LIGHT VENTILATION --- J�- P3040 - 51-0 4-0 2'-II X11- 41-0" -------_- - _ =='I Z FLOOR PLAN NOTES (HABITABLE SPACE) (HABITABLE SPACE) l PICTURE - >F - _.- _ DOOR NOTE: NEW LAUNDRY ROOM: FLOOR, - - --1 ___-- -_ -- - A 281 --� ---- _ ------ -a -- 2-7 ---IL-- - Z F AWNING ' „ , �� � 1 �� � 11 OI - O AREA 13q S.F. FLOOR AREA 152 S.F. - - G WDH2 ,_- i1 „ e ?i - -"---- '----- - 11. -- - - I. INSTALL NEW INTERIOR DOORS WHEN GALLED I. NEW RASH /DRY HOOK UPDOUBLE-HUNG - ------ I r�-0 i l a cc OUT ON PLANS BY JELD WEN (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s % REQ. S.F. PROV. 10410 0 w - �J- - - 2-I I - =_JI r"-O --- -- 5.74 =---- IIcc 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED W SIZE OF EQUIP. % REQ. S.F. PROV. W H---- __=b ---- ,I 12.2 S.F. 20.q S.F. - ---,- TRANSOM - --- WTR 2423 =-- ' 2'-b " _ 2 5 � I' 2-5 � �� 2-5 I J OUT ON PLANS BY 'THERMATRU' OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 3.DOOR TYPE TO SELECT LIGHTING;MIN. 8% LIGHTING;MIN. 8% i ILI S.F. 20.q S.F. OF FLOOR AREA -- --- ____---___- _-_- _ $ __._.__..___.__ .t _ _ 4.INSTALL A5 PER MANU SPEC,s OF FLOOR AREA - 00 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: VENTILATION;NOT VENTILATION;NOT I TRANSOM WTR 2415 - - - - - II Z � O 4.5EE PAGE 6-003 FOR ALL OTHF-FZ FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR LESS THAN 45% OF LESS THAN 45% OF -- -- --__ . ,-_- -_ _-_- -_-_ - --!I_- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY MIN. GLAZED AREA 5.0 S.F. II.1 S.F. MIN. &LAZED AREA - -I m-' f jl --- - - 2 O ----( 5.5 S.F. 11.7 S.F. --- II _� O STAIR 4 RAILINQ NOTE: --------- REQUIRED IRED J AWNING A21 2-0 --- -- --- 2-0 � 2-O OPENINGS REQUIRED __ -__- =--__ ,-, _ - __ _.. _., ____ Z .�; d' -- IL 3.DUCT SIZE AS PER MANU. ___-- _ = - 2 I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER a Z T-1 MIN. 10" Tr - RISERS SHALL BE OL05ED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ___ W N -- - 2. 42" HICSH RD 4 SPINDLE 5PAGIN& CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - CD TO ALLOW PASSAG4'E OF A 4" SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM � CD 36" HI6H HANDRAIL 4 SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO 51NGLE LEN6THS, NOT TO Lo Lo = Ln TO ALLOW PASSAGE OF A 4" 4) SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. 6RIPPABLE RAIL AS PER GORE IN ACCORDANCE WITH UL 2158A. j 0 0 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI&ID WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ® I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 2.RAlLINC75 SHALL BE ROOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OL05ED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE V 2B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 24'-4" W 17'-6" 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" = i J FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES II'-4" il'-4" EXTERIOR GRADE PAINT AS REQ'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. 4'-8"- COATING ! f-3'-2" 8'-8" 3'-2"- -4' 85.SEE " - - - FOUND. PLAN 4 DETAIL NEW FLUE: -- -- --- Q SMOKE DETECTOR / GO DETECTOR NOTES: O6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO G & 4 4 -G & 4 m b o-' `bbP 3 I. CONTRACTOR SHALL PROVIDE CGDE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS � 4 Q '` '"`°•`"�"` ' SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEG.'s - PROVIDE NEN NO. FR. ENCLOSURE w/ �! � HARD HIRED TO EACH OTHER w/ BATTERY BACKUP. 1/2" COX PLYNOOD 4 SIDING AS NOTED - "CHASE z 2.INSTALL ALL AS PER MANU. SPEC.'s SECURING ® STD. 51DE WALL" ON PAGE 6-004. ILu w �9 " 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR V v, IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT _y „ ,•, .. •,,� FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM E 814, ASTM E 84, AND UL 147q. O4 WURB WINDOW NOTE: 5.MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY BEDROOM 2 I. ALL NEW HINDOHS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". BEDROOM 5 - 400 SERIES CASEMENT,DOUBLEHLNG, OR GLIDING m 13q S.F. 152 S.F. w� (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR NEH EXHAUST FAN SHALL BE INSTALLED WHERE ` (V ry SUBSTITUTIONS, 5EE NOTE #q IN "61_A55 HINDOWS 7 VENTILATION IS NOT MET BY MEANS OF NATURAL I - - D DOORS" ON P 6E 6-002 IF CASEMENT CIRCULATION THROUGH WINDOHS OR DOORS TO WINDOH5 - ALL 05MNT NNDW5 SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION STRAIGHT ARM HINGE HHEN 403.3.2.5; INSTALL AS PER MANU. SPECS 2.IF DOUBLE HUNG - ALL DBL. HUNG HNDHS TO BE I TILT HASH 3 NEV, O= ! 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. gb RESERVED W GK 0 ! 4.5EE PAGE 5-003 FOR FRAMING ELEMENTS AROUND T I! • ! 3 _ _,I,I HINDOWS (TYP. FOR ALL) U.O.N. GO 5M / 10 I n i N COMPLIANCE WITH NEN YORK STATE BUILDING q STRUCTURAL PERMAGA5T COLUMN 8 SQUARE 13 i ! N i i 13 �+ SM/GO O \\ SHALL O CODE, SECTION 8310.2.1;THE FOLLONIING MEANS OF 04 �' O TYPICAL PLUMBING/HVAC SHAFT: GL. 3 b O� NETRECLEAR OPENINOOLLOWE S.F. to PRECISE LOCATION 4 SIZE TO BE DETERMINED IN FIELD • / CL i- ' , NET CLEAR HEIGHT............... 24 MINIUM SM/GO - O� m z NET CLEAR NIDTH................. 20" MINIMUM mUM _ 5'-8' 10 3'-O3'-O' I II RHEEM 4 TON AIR CONDENSER m 3 4 - MODEL#RAI648AJINA (OR EQUAL ) m r -I Z I 6_3 H-- - 4 ff NATURAL LIGHT 4 VENTILATION 1 1-1'_1" b (HABITABLE SPACE) � 12 - , ! FLOOR AREA 260 S.F. CLOSET � -O 3 51.- -3'-O" I - - -- - - -- -- - - -- -- - - - - - --- ---1 BEDROOM 4 - -- - O % REQ S.F. PROV. LIGHTING;MIN. 8% 20.8 S.F. 25.5 S.F. OF FLOOR AREA FAMILY ROOM ; 27q S.F. VENTILATION;NOT LE55 THAN 45% OF Z ! I ' - q.4 S.F. 11.-1 S.F. w 4 7 O m GNI MIN. GLAZED AREA �p Q - `' REQUIRED II m O d all • - cV ql S.F. SM/GO -- -- - - -- -- ' - BATHROOM 2 Olt - SM/GO 3.-5111 GL. 12 N 3' 033 - - 1 WALK IN , IS'-I - - -_-= CLOSET ,n m Q" I PROJECT: m !, 4 - -- - - - - `I O `t 1 N 1 - - �®YA - _ LTO � I 1 OW 1 LOT 1 DESIGN B -- -- - - --- - - - - - m H 0- I N _ II _ -- b - BATHROOM DOOR, 5CHF_DULE - - ,� - r , A IG I 223 S.F. i = J� I I -------- - -- --- - 0 loo S.F. DOOR MATERIAL I = uNcoNDITlotleD I - , I UNFINISHED to fn f COX NECK ROAD 4 J TAG DESCRIPTION ---- NOTES J 10-10 5_631 IVIATTITUCK, NY 11952 SIZE I THICK. ! E � I _ - o -- r -- --- - --- -_ _- - ---- - -�!- - --- - - OPEN BELCH - - - DRAWING TIT o � - _ - - EXTERIOR __ ' 3'-10" 4'-q" .-...-_. --v� 1 b 1 4 b 4 G 4 G 4 G PROPOSED SECOND FLOOR PLAN 01 51NOLE �--- ---- I II- __. -_. ._ - - ----- -- -.-- -_- --. - -- --_- I +__ I _.~- _. 111 � - 02 l SINGLE ---- i 2-8 X7-O • b b A 4 A tt .. 4 I � I -_--- ---- i - IIS 03 SLIDER l� 12'-O"X 7'-O" --- 1 • 11... • '', - -- - - L:2'-4" 6-6 -4 63_63 23 acoND 1=LooR 6'-8° � 16'-2' PAGE: - -- 1 PATIO :_._ _ 47'-10 O 5 OLE 3 0X7-O • • --------------- INTERIOR - FIRST FLOOR - -- -- -- -- -- -- - -- - - -- -- -- - -- - 05 POCKET 2'-to"X7'-O" • - _ - _ II 03mOO SELF 51NOLE --2'-6"X7-0' ___AL -J ----- - - L_...._.___.....__b �_ _ ._-. ..- .__� HOUR F RE IRATED= - O6 - - - - -- Jr _ 2/2 7 OF 17 07 DOUBLE II 2'-6"X7'-O" 1i • SELF GLOSINO,-- --- HOUR FIRE RATED 08 RESERVED RESERVED 51 NOLE 2'-O"X7'-O" • INTERIOR - S1rGON1� FLOOR • 10 SINGLEC'03 SINGLE 1 2' 411X71 011 • 12 �L-- - 51 NGLE --- --_�--2 4, _O" 1 __--_- -_-= I _. _• -. HOUR FSELF IRE RATED J '9�. X37405 y0 -- DOUBLE 2'-O x7-0 l 3 1,575 S.E. HA 51 TABLE Sf=AGE; 1,7cf ci S.F. DROSS AREA 55r-,ALE: 1/4" = I'-O" FOF NE�.1 i! ------ " " • - - f I -6 X7 O 14 SINGLE O I ` ERAL S I �50L <E I : NEW PARTIAL HEIGHT - EXISTING TO BE DEMOLISHED � LW f WOOD FRAME (L.G. STL. =: / J EXISTING TO REMAIN WHEN APPL I GABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) ---{ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I i WOOD FRAME (L.G. STL. El POST FOR 4" WALL5 _J J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL - -_- P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RA•rED 0 WOOD FRAME (L.G. 5TL. O WHEN APPLICABLE) z Z O 2 Z [Q m Q 4 W J J 00 Z 1 (fl Z >: 4 4"x5" ALUM. - - - -- --- - Q Z H DOWNSPOUT - -- -- - - — - - - -- - -- — -- -- -- — , � N DOWN TO LL Lo m e-1 W DRYWELLS ® I � _ LoGRADE (TYP) ® � v� O Q n O = W n A �I U II 'I W I I F— U I 4"x5" ALUM. R.R. DOWN5POUT ;••...,,;„ ® 16, O.G. 2" X 10" R.R. DOWN TO 2" x 10" R.R. ® Ib" O.G. SPLASH GUARD ® 16" O.G. ® GRADE 4"x3" ALUM. 4:12 PITCH I j �- -- — - -- - - -- -- - - - DOWN5POUT DOWN TO I SPLASH GUARD ® ' I a:12 PITCH X1:12 PITCH j 2" x 10" R.R. 2" x 10" R.R. GRADE (TYP) I p 10:12 PITH Ll 10:12 PITCH (V Q = = I LLI L/o I +�0 S", - - - - 9 �<� 4", r= 0 ® = 2 01.5 V H NEW (2) 115"x11 5-15" O.P. 2.OE LVL RIDGEI--- �- (2) 4.5" LVL HDR _ _ Lu Q I I PROJECT: 4"x3" ALUM. ® � Al� O O LL jL DOWNSPOUT (2) 2 xl2 RIGE DOWN TO Jtj ®SPLASH - X - y R OYA LTO N R O W GUARD ® GRADE (TYR) Q a: /v � C�\ � � 6 0 Q I o a� LOT 1 DESIGN B y * \ COX NECK ROAD N / 2" x 10" R.R. 2" x 10" R.R. I A / ® 16 O.G. ® I6" O.G. I I MATTITUCK, NY 11952 X 12:12 PITCH 12:12 PITCH DRAWING_TITLE: O I n A PROPOSED ROOF PLAN DBL LVL POST TO I 1 i 4"x3" ALUM'. DOWNSPOUT PAGE: - - — --- - DOWN TO - - -- -- - - -- -- - --- -' SPLASH GUARD ® N GRADE (TYIP) 0" 40" 4"x3" ALUM. X N ■ DOWNSPOUT �p p DOWN TO - SPLASH GUARD GRADE (TYP.) DATE: 12/22/20 8 OF 17 :] -- i _ LI N <, Q GUTTER HIGH C? �� �•� POINT (TYP) <( r� V 1 037�o�' y04 FROFOSEE�) ROOF PLAN SCALE: 1/4" = 1'-0" i a ELEVATION NOTES W OROOFING: W I. SEE NOTE ® SECTION -J 2. ASPHALT ROOFING SINGLES, COLOR k STYLE TBA(OR EQUAL) (MIN 50 YR. WARRANTY) a OROOFING: I. SEE NOTE ® SECTION O 2. 5TANDING SEAM METAL ROOF,COLOR d STYLE TBA TOP RIDGE HEIGHT A Y i Y T A I Y]A �rYl®I.A-rIYA- 2 (OR EQUAL) --------------- - -- _ - - - - - __ ELEV. 61+28. - - -- - - O I. SEE NOTE ® SECTION 2. LAP GEMENT SIDING, COLOR 4 STYLE TBA (OR EQUAL) _ _ - - (MIN 30 YR. WARRANTY) - — — - - 0- 1. I. SEE NOTE ® SECTION 2. VERTICAL BOARD 4 BATTEN SIDING, COLOR 8 STYLE - - ---- __ __ - _ _ TBA (OR EQUAL) (MIN 50 YR. WARRANTY) O STRUCTURAL PERMAGAST COLUMN 8" SQUARE H LU - -_- -_- �- - ' ---- _ s s _ - - --- --- -'-- - - ---- - ---- J 00 I Ctf SECOND I_LOOK GLC. HGT_ CD � -- � � � � � � -- I I � I -'---- - -- - -- __' � O - - -- - OF ELEV. +2+21.0' -- - --- --- --- - - - - --- ------- r - - l Z CD r-1 -- III I — 3 � N 1 �I I J O ----- O --- w ---- -�� ---- '' - =i ---- =- �' -- - ----- - - O O - --. - Lo z - ! -- - -- - I` = Lo O SECOND FLOOR -- -- �r - - --------_- --- ---- - . +12.0' ELEY _ w — JI W FIRST FLOOR CEILING HEIGHT -- - - -- — J ELEV. +10.8' - - -- - ---- - J - II I . O I - - _ OI ----- --------- - - - -- --- - IIi i I r I - - I I -- l i I � r II g <„ FIRST FLOOR =--- N - --- -- -- -- - - -- -- - - - - 1 .0 A A A u N„II..A e N d P A N R e A N r A u tl a 1. A-a 11 x N n N U N x H I'I-x A L A p N A u 1 i,➢,r A 1 g __� 7 e�°1 S.-I.-1,.I' Y x i -➢ T- A�I.i.i�-7 T I"]Y T`H"I n T ------ --__-..__—.._—_.___--___ __-_._.-_-- .. - __---_ __--_. - ._-_--_-_- - ___--___- _- __- __-__ -- -- I-rT 1 I➢-ILtl q AT-I Y A A I I➢I Y r%]I i.r9 I. II II u u�I L d tl p r Y Y I, Y Y u U u H -Y Y -Y _ u 1 -- il _LL-y- .0 N dAY IS7�Y _ IiI_T1YS�l. L.LI�S]'JI'T'T71.Y.T3.T]A-7]-1 I-TSA]-e IT-�I�1i liT .T I^g A Y"N I,A M I Y A N T Y n N p-1 1 ;Y Y ®' ➢ I -Y 1 N 1 Y N I 1 I Y 1 N A q 1 Y = x .. c -i 1T=dTl.=r =.SL-g.-L -T�A l[.—C. Y 11%_q]f iTLY =T_�SY�-rr=T➢-CST a�Y -Y�-T A,113 xA-L T- �" BASELINE 1 tl IiII Y tl N IIxH I1T 11®4®71YNTA IN IIq p I Y.,➢"I I Y I.M Y_-Y AS LI� __ IrS flJl rll.i VA1Iln[r1Y IL T-Y rl]A_rl;A 1I IIYI�pT�_I I- Al�_I I=rYIaI ELEV. +0.0' I I I I I SOUTHEA57 ELEVATION (FRONT) � .. I SCALE: 1/4" = P-0" 11 I i I I I I I I 1 I I ' I z Lr 0 - - - - x IL k A - - _ - - _ - - - - _ it - - - - - Elf IL Q I I - - -_ -- I = PROJECT: ----------- --- -- -- - J RYA LTO N R O W LOT I DESIGN B - - - - - - -- - - - -- - � �,-� — -- --- 3 - COX NECK ROAD - -- --- -- =1 - ; - - - MATTITUCK, NY 11952 -- -- - DRAWING TITLE: -- - - -- _ PROPOSED EXTERIOR ELEVATIONS - F.F. - -- - - - � ;I� � - - - -- -- - -- - - - - - - -- - --- - --- - - -- --- --------- 'T --- -- - -- - ----- - -' - k _ ,��7i A - - - - - - A - -- ---- -- A II -1 - -- - - - - - - ( O O 5 PAGE: - - O I -- - - -- -- - - - ---- x T --- 00 Ila ■ �n 7�� --- - -- _ —--- DATE: 12/22/209 OF 17 - - - � - ------------------------------------------ NI-Ni-dII-YY TL]�TUA NATTA -IF - - - - -_ __ - __- - _.-_. - __-- _- --- - ---- -_-- ---- --- -- ----_ - _ _-- ---__ --_ - - __ - --- -_--_ ._ ___-I�• -ALI FI Q=f-HS7-IId;Tl]�YS3]YI`7 II71Y 1 1 1 N- ➢ -1 I -I -Y A Y I T H T 't- A'T- I" A T II--1 1 I t- I--1 T I r ➢ I'„I S ..-L T_T_-I -L L ]- 1=T -A A- ']'I _ A -A -T- Y -A= A A } A A- I- A ➢ I Y I_ 11 1 J Y Z- % !- ➢ I A I- i 1x ted. r d -1,cS T I L I LY_ I A r r r r r�-r r- x ➢ =I r T � %__a .I-I-A 1', 1�-a _I- r„r,Y_.,_ I--Y .I - a 1� � r 1 ED c 9'. �374Q� NORTHEAST ELEVATION (fid I (5HT SIDE) 9r� 03 40'J � SCALE: 1/4" = 1'-0" i ELEVATION NOTES Q OROOFING: w I. SEE NOTE ® SECTION w 2. ASPHALT ROOFING 51NISLE5, COLOR 3 STYLE 'BA (OR J EQUAL) (MIN 50 YR. YVARRANTY) OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TBA (OR EQUAL) TOP RIDGE HEIGHT-------- N !� �r.X a I' ➢•N r SIDING: ELEV. ------- 1. -- - -� i PwIApA —_ _ O SEE NOTE ® SECTION 2. LAP GEMENT 5IDINO COLOR b STYLE TBA (OR EQUAL) - - - - - -- - — _ - nrr.Nannllk' 1 lip➢➢h 1p (MIN 50 YR. WARRANTY) - - - -= -- 1 CL BUILDING 5EG7ION NOTES Q O NEW ROOFING NOTE (TYPJ: CONNECTIONW I. INSTALL NEW R ASPHALT ROOFING SHINOLE5 I 'A' 55 --�--- O PEPAGE N A --- - W Lu 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS TOP RIDGE HEIGHT NEW RIDGE 1 - --------------- - - - __ -- - t — J OVER ELEV. +28.6' T_ -IF O FELT (i OVER 4.15.INSTALL 2 PLYV400D TGDX IIN5H ATI ING(BLOCK ALL SEAMS) 5. GAP 514INGLE OVER RIDGE. d HIPS (AS REO'D) f �� -1 3A -- V � 6.PROVIDE RIDGE VENT (AS REO'D) -1'. FLASH ALL VALLEYS - R.R. AS PER PLANS 1 � - _ X 11 &.INSTALL DRIP EDGE AS RHa D J a. INSTALL ALL AS PER MANU. SPEG.'s TYPICAL ROOF $ CEILING CONSTRUCTION: F ¢� O - • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALLr � — Z 1 G.J. AS PER PLAN L -- - - --- , , PLYWD SEAMSJ • R.R., G.J., 8 G.T. AS NOTE > ON PLANS (® SPANS � � � - - --OVER& INSTALL "X" BRIDGING ® CENTER OF -- - � _------ ------- ~ SPAN, U.O.N.) � � _ - 1 Z • MIN. OF R-44 SECOND FLOOR GLC. HGT.SPRAY FOAM INSULATION 1 -Nim ELEV. +21.0' l_=, TYPICAL EXTERIOR WALL GON5TRUGTION (TYP.): - _ rte --------- J J • UPON 1/2" GDX PLYWD. 5HI=ATHING (BLOCKING ® ALL - BATHROOM #3 W.I.G. O UPON "1-1'VEK" HOUSE WRAP (OR EQUAL) _ -�-�_g :I ---------- _ O - -- - - BEDROOM #4 O � 1 O PLYWD SEAMS) l� ' - -' _ -�_y-�_, ----------- ------1 li Z O Cfl • 2"xb" STUDS ® I6" O.G. w/ DBL. TOP PLATE Du • 211 FOAM INSULATION W/R-13 BATT INSULATION (R-2-T) f _ _�A__ ------ ------------- ---� r-I O • 5/8" 6YP5UM BD. WALL FINISH - - - --- - - z - ":12 ��� ------ - - I I � t p I, I i PROVIDE SLEEPER AT 4 _ _ _ _ ___ __ I_ '.,- Z �'; � SECOND FLOOR J - PITCH;PROVIDE EPDM FLAT y - Q Z NEW SIDING NOTE (TYP.): ---------- I, 1 w N ELEV. +12.0' to J - -- - J 1 O I. INSTALL NEW FIBER GEMENT HORIZONTAL 1 �: LL LAP 51DINO 4 VERTICAL BOARD d BATTEN - SLEEPERS � �- -------- ----- -----------= — — — r _ - ---- - _ SIDING �__� - --_ L`�-�7rA�---------- -- -- -------- , — 1 2."TYVEK' HOUSE WRAP (OR 1 F.J. AS PER PLANS ~ Lo ' EQUAL) N �y , , : : t , , I } , : , ����'"-- - - -- --- --- ---- -> __ I - 5.INSTALL ALL AS PER MANJ. 5PEG.'s - f3 -- - - -- - -` O 4.PROVIDE ALL NECESSARY TRIM FOR - -- -- -- - ------I--- I r-11 _j o PROPER INSTALLATION --- -- T-------- --- - -- - °- - - W -' , 5. SIDING SHALL EXTEND TO TOP OF = 1_ -i!- - FOUNDATION WALL FIRSTFLLOOR CEILING HEI-HT - NEW 4" THK. P. GONG. SLAB w/b"xb"-10110 W.W.M. I REINFORCEMENT AS PER DETAIL PARLOR - � W I 5 T 1 1 - .--I --I-- '�-------- -- = J O ' BI�THROOM #I BEDROOM #I - I TYPICAL FLOOR GON5TRUGTION: 6 O • NEW FLOOR J0I5T AS N0I7ED ON PLAN I------ U J ix 5/4" GDX PLYWD T46 SHEATHING (BLOCKING ® • F.JLAS NOTED ONSPLANS (® SPANS OVER 8' I L II II BRID61N6 ® FIRST FLOOR INSTALL X CENTER OF SPAN, U.O.N) ELEV. +1.8 h - ------ 0 MIN. OF 0 BATT INSULATION;FOAM MIN. 3 AT RIM JOIST I, ---------- ----_- �P } X,-7 _u �� ---- —_— - O F.J. AS PER - 1 YIA H®a�IaenAaAeA�3�Y ": - r7Clh — `�t:-�:� _�� k- BASELINE .J -Y- 1 r A J_ A OpNNEGTION 'GI� AS 6 I I ,__�_,. I ?� I`-,. l�__ ., I,7i._,_I, .k .'_ -➢_ _A_T 19 N ELEV. +0.0' PER PAGE 6-005 A-401 — — — W STUD TO I I I 4 FLOOR ASSEMBLY — -✓ A-401 BAIEMENT I _ Ln3 SEDT 101 A /A-SOI I I 50ALE: 1/4" = P-011 I II I I R.R. AS PER PLANS R.R. AS PER PLANS I II I it III I'I it !I III ': li II � II Ali uj I I' O I I II II I I I' III 1 2 I I ' -= 111 ------ -�-- CONNECTION 'BI' AS PER PAGE 6-005 - I III NEW R.R. TO G.J. Q GIJ. AS PER PLANS ) PROJECT: -_ ROYALTON ROW -- _- -I LOT 11 DESIGN B 3 FAMILY ROOM BEDROOM 5 - s 2.OE 2X6 LVL STUD WALL;ALL OI AREAS WHERE WALL IS �s ABOVE cI' TO FLOOR SYSTEM; -- - ---- -- -- ----- PROVIDE H" PLYWOOD AT COX NECK ROAD INSIDE OF WALL PRIOR TO GYPSUM BOARD INSTALLATION u MATTITUCK, NY 11952 - II I III I F.J. AS PER PLANS DRAWING-TITLE:__ BUILDING SECTIONS I I I I I k I I I l - ---- -- DINING ROOM I I GREAT ROOM - -- II - I 0 I, 4 PAGE: 30"'A,A 0 1I I I _ - - --- I i, I I I I e H A'`Y- A X_ , 1 :, 1 ,5/.?. , ,-, : , r r, r.l 1, ,. } , ,,-� t l p 1\)`Y, , , A-�) r.1,1 1 ; } „ ,I , r ,, t ,, } � ,')l,M l L° _`r°➢".A.`-A.°A A u x A Y F.J. AS PER PLANS": : , ,'r', '���', : 11i'�''I''i , , >'\ , 'tI , 'r is;,.�..�,, , + : , ;Y` o;�, � , ,} s J1A I[,,_� L a r a_ ➢ H H_ J H L r�ae 11. ➢ 1 A Y- G 4. A Y - -'�)-'- ' - - -_ _ _ _ _1,.-, _ - _ _ -_ "S--Y" -T Y. 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GAP SHINGLE OVER RIDGE d HIPS (AS REQ'Di TOP RIDGE HEIGHT b.PROVIDE RIDGE VENT (AS REOV) ELEV. +28b' . 7. FLASH ALL VALLEYS = - _ _ - _ - - _ - =a J_ 5.INSTALL DRIP EDGE AS FZEG'D - - - - - - - 9. INSTALL ALL A5 PER MANU. 5PEC.'e O TYPICAL ROOF 8 CEILING CONSTRUCTION: - • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL - -- _ -- - -- - _-------- _- --- - .. -- - Z PLYWD SEAMS) r . - O • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS -- _ _..e---3_. Fe __.� - - -- J PER PAGE G-003-.-_____r_-` _ __ a OVER 8' INSTALL "X" BRIDGING ® CENTER OF - -- _ --- --- --- - ------- -----.-_ --- I I CONNECTION SAY AS-- - ~ SPAN,U.O.N) _ _ • MIN. OF R-4Q SPRAY FOAM INSULATION � _-- -- - --- - - -- --- - TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: -- --- —:_ W AS O UPON "T1'VEK" HOUSE WRAP (OR EQUAL) SECOND FLOOR GLC. HGT� `- �i —_pERJ'PAGE 6-003 � ,� O 1 _ • UPON 1/2 GDX PLYWD. SHEATHING (BLOCKING ® ALL ELEV. +21.0 - _ - R.R. TO G.J. Z Cfl - - - • 2' FOAM INSULATION W/ R-13 BATT INSULATION (R-27) S �_- PLYWD SEAMS F- � - - - - - � - 'r"I • 5/8" GYPSUM BD. WALL FINISH p - Z R 2"xb' STUDS ® Ib O.G. w DBL. TOP PLATE Q� Z r-I NEW SIDING NOTE (TYP): ATTIC '� J N O4 I. INSTALL NEW FIBER CEMENT HORIZONTAL Q - -- - -- _-- - --- v� UNCONDITIONED -_-_ I LL- W (4 LAP SIDING d VERTICAL BOARD d BATTEN z - -- UNFINISHED - Q� p Z Q TYP. ROOFING (SEE D (4) 3/8" H.D.G. LAG SECTION NOTES) W N U Lu O -1> BOLTS (PREDRILLED) TYP. ROOF CONSTRUCTIONtu J m -Q ( EE SECTION NOTES) - - --- -- -- - - - S 5 P�- N } Q= MIN. 4" BETWEEN ED6E5 OF 5/4"x " P.T. \� - SIMPSON' H2.5A - 5 PECL r� O DECK BOARDS P.T. DECK JOISTS AS \ _ RAFTER TIE R"�' (STYLE TO SELECT) / NOTED ON PLANS - - - - - - �- -- - - - - -- - - --- SIMPSON H2.5A RAFTER 5/4" x REOV irP: TIE COR EQUAL) HEIGHT P.T. RI5ER - - - - - - -- - --- - --- -- 0 3/8" THK. PL. d 5/4"xb" P.T. DECK 5/4"xb" P.T. - �4 3/8 THK. H.D. BOARDS DECK BOARDS 2"x BLOCKING ® EA. IOAL\/. FASGIA BOARD PL. G.J. 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POST - - -- -- - - J TO RIDGE _ TO RIDGE COX NECK ROAD .� -- - MATTITUCK, NY 11952 ATTIC BATHROOM 3 DRAWING TITLE: PROPOSED STRUCTURAL PLAN I I (2) 9.5',LVL HDR PAGE: I ' POST TO � I I- - - - -- - - - RID &"W.1.0 0 GE ABOVE s DATE: 12/22/20 16 OF 17 CD 4 ��F 0374Q5 OF N�`N FRCFOSEI�) SECOND FLOOR 57RUG7URAL FLAN SCALE: 1/4" = I'-O" d a W w J a 0 J_ F- Z Z a o w J J 00 Z O Z >: 4 Q Z T-i LLWCo Lo it � r- = Ln � � O w cc F— w : F— U _ J U J a f. 4"FRESH AIR VENT J I L THROUGH ROOF 4 I - - --- @ATHROOM 2 -- BATHROOM 3 _2'_-__'� -- - BATHROOM 2 BATHROOM 3 _ HORK NOTE. ___ -- (_ I j LL ALL CONFORM N4LP _PLALL LUMBIN6 4 2_--� I „I 2"I I 13 Q4 LOCAL PLUMBING CODE FU 6A5NFWORK __T-- T 1 2 ORM 2 i I 1 I 14° 14° 14°� 14° - ALL Co r I I I 1 1 I i PROVIDE"ABESGO FP200 FR I i4 I i4 1 i CJ l i9 u PT UMSIIN6 GODS 4 2' I AT ALL PENETRATIONS IN FIRE I I 1 FUEL 6A5 2" I B I B I EXPANDING FOAM"(OR EQUAL U I h I I. ��IU U 11; I I; .i LEGEND I I I I I . W " " 1 _ " I CONFORMS ILI ASTMIRE84,T m I i BVI �u (�Vj Ory NB �'� Ili m I iU I lu f'I•. �3 -----� WATER tll PIPING PENETRATIONS: I� I- I-� I I- " i ISHOWER I RATED WALLS AND ----W G �- __I -'--- -- I-.ry_-s �3� W G p� -I ry I� i SHOWER - - -ISUPPLY 1. PROVIDE"ABESGO FP200 FR 1 TUB I I ASTM E 84,AND UL 1419 ® --— ---- -- -... - - ---- - - -- -- ---- -- EXPANDIN "(OR EQUAL) ----- - - - -- -I -------- -- -- - - �.._.._.. GO WATER AT FLO PENETRATIONS AT WALLS G.O. 2 3" I - - SUPPLY LD AND ORS G LIN65 ——-- - ------ - - -_ - - - - - --- ----- - --- - -- -- - - ----- --------- --- ----------- - -- -- - ------- 2.PRODUCT CONFORMS TO ASTM E i KITCHEN HALF BATH BATHROOM 1 I 614,ASTM E 84,AND UL 14"!9 HALF BATH BATHROOM I 1r. -I LAUNDRY NOTE PROVIDE "ABE5C0 FP200 FR - I ALL PLUMBING WORK IT LAUNDRY I EXPANDIN5 FOAM"(OR EQUAL SHALL CONFORM TO �� I AT ALL PENETRATIONS IN FIRE I LOCAL PLUMBING CODE I RATED WALLS AND j� LAUNDRY IL VINE 2" --- l I I I O I FLOORS/1,E11-11,165. 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B COX NECK ROAD PLUMB i O RISER - r�)RA I N / !TASTE / VENT FLUME31 NO RISER - SUFFLY CAS RISER - SUFFLY MATTI T UCK, NY 11952 5GALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 1--loloo ■ DATE: 12/22/20 17 OF 17 Nye 03740ra F OF NES